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Technical Committee on Fundamentals of Control within a Structure Utilizing Fire Dynamics NFPA 1700 FIRST MEETING Savannah, GA – March 27‐29, 2018

AGENDA

Adobe Connect Meeting Information: http://nfpa.adobeconnect.com/rfash/

Connection Information: Telephone Connection: 1‐866‐398‐2885 Participant Passcode: 237983#

1. Call to order at 8:00am, Eastern 2. Introductions 3. Opening remarks ‐ Chair 4. Review and approval of minutes from previous meeting (December 5‐6 , 2017) 5. NFPA Staff Liaison report 6. NFPA 1700 First Draft a. Task Group Reports b. Act on Public Inputs 7. New business 8. Old business 9. Other items 10. Next meeting 11. Adjourn Address List No Phone 03/05/2018 Robert Fash Fundamentals of Fire Control Within a Structure Utilizing Fire FCO-AAA Dynamics

Joseph M. Jardin E 08/17/2015 Derek M. Alkonis L 08/17/2015 Chair FCO-AAA Principal FCO-AAA City of New York Los Angeles County Fire Department 16 Dexter Court 1320 North Eastern Avenue Hauppauge, NY 11788 Los Angeles, CA 90063-3244 Fire Department City of New York International Association of Fire Fighters Alternate: George Healy Alternate: Sean DeCrane

Ian Bolton U 08/17/2015 Cornelis Kees Both RT 12/08/2015 Principal FCO-AAA Principal FCO-AAA District of North Vancouver Fire & Rescue Services PRTC Fire Laboratory 900 St. Denis Ave Bormstraat 24 North Vancouver, BC V7J 2G4 Canada Antwerp, Tisselt, 2830 Belgium Alternate: Michael Nixon

John Brunacini SE 04/05/2016 W. Edward Buchanan, Jr. E 08/17/2015 Principal FCO-AAA Principal FCO-AAA Blue Card Hanover Fire EMS Department 5830 N. 24th Street Hanover Courthouse Phoenix, AZ 85016 13326 Hanover Courthouse Road Alternate: Timm Schabbel PO Box 470 Hanover, VA 23069

Rusty Dunham L 12/08/2015 Richard A. Dyer E 08/17/2015 Principal FCO-AAA Principal FCO-AAA Laramie County Fire District #2 Dyer Fire Consulting 4302 Sullivan Street 118 North Conistor, Cheyenne, WY 82009-5552 Suite B-283 National Volunteer Fire Council Liberty, MO 64068-1909 Alternate: Kenn Fontenot International Association of Fire Chiefs

Andrew D. Ellison SE 12/8/2015 Gerard Fontana E 04/05/2016 Principal FCO-AAA Principal FCO-AAA Unified Investigations and Science Boston Fire Department 46 Moynihan Road Chief of Operations South Hamilton, MA 01982 115 Southampton Street Boston, MA 02118

Brad French U 12/08/2015 Gavin P. Horn RT 08/17/2015 Principal FCO-AAA Principal FCO-AAA Dayton Fire Department University of Illinois Fire Service Institute 4410 Hardwood Trail 11 Gerty Drive Dayton, OH 45424-5190 Champaign, IL 61820-7404

Stephen Kerber RT 08/17/2015 Kevin P. Kuntz I 12/08/2015 Principal FCO-AAA Principal FCO-AAA Underwriters Laboratories, Inc. Verisk Analytics/Insurance Services Office, Inc. 6200 Old Dobbin Lane, Suite 150 545 Washington Boulevard Columbia, MD 21045 Jersey City, NJ 07310-1686 Alternate: Daniel Madrzykowski Alternate: Xianxu (Sherri) Hu

1 Address List No Phone 03/05/2018 Robert Fash Fundamentals of Fire Control Within a Structure Utilizing Fire FCO-AAA Dynamics

Nicolas J. Ledin C 12/08/2015 Peter J. McBride E 12/08/2015 Principal FCO-AAA Principal FCO-AAA Eau Claire Fire Department Ottawa Fire Service 1903 Sloan Street 1445 Carling Avenue Eau Claire, WI 54703 Ottawa, ON K1Z 7L9 Canada Alternate: Brian Joseph Toonen Alternate: Bradley Bignucolo

Timothy R. Merinar E 04/05/2016 Ryan O'Donnell SE 8/17/2015 Principal FCO-AAA Principal FCO-AAA National Institute for Occupational Safety & Health Whitehat Development, LLC 1095 Willowdale Road 68 Second Street, Suite 1 Morgantown, WV 26505 Troy, NY 12180 National Institute for Occupational Safety & Health

John R. Schutt U 08/17/2015 Josh Matthew Stefancic M 08/03/2016 Principal FCO-AAA Principal FCO-AAA Mesa Fire Medical Department Largo Fire Rescue 2714 South Joplin 201 Highland Avenue Mesa, AZ 85209-2505 Largo, FL 33770 Alternate: Sergio Romo International Fire Service Training Association Alternate: Richard L. Merrell

Jens Stiegel E 12/08/2015 Jason A. Sutula SE 04/05/2016 Principal FCO-AAA Principal FCO-AAA Frankfurt Fire Department JENSEN HUGHES Feuerwehrstrasse 1 3610 Commerce Drive, Suite 817 Frankfurt Am Main Baltimore, MD 20715-4427 He, 60435 Germany Alternate: James M. Lord

Devon J. Wells SE 08/17/2015 Richard White SE 12/08/2015 Principal FCO-AAA Principal FCO-AAA Hood River Fire & EMS Justice Institute of British Columbia Fire & Safety 1785 Meyer Parkway 13500 256 Street Hood River, OR 97031-1316 Maple Ridge, BC V4R 1C9 Canada International Society of Fire Service Instructors Alternate: James Tyler Johnson

Steven Edward White E 11/30/2016 Steve Young I 08/17/2015 Principal FCO-AAA Principal FCO-AAA Prince George’s County Fire Department (Retired) Wolf Creek Fire Department/Travelers Insurance 14242 Ridenour Road 626 Walter Street Smithsburg, MD 21783 Farmington, MO 63640-2720 Alternate: Jonathan W. Bender

Francesco Colella SE 12/08/2015 Jonathan W. Bender E 12/06/2017 Voting Alternate FCO-AAA Alternate FCO-AAA Exponent, Inc. Prince George's County Fire/EMS Department 9 Strathmore Road 2027 Whiteford Road Natick, MA 01760-2418 Whiteford, MD 21160 Principal: Steven Edward White

2 Address List No Phone 03/05/2018 Robert Fash Fundamentals of Fire Control Within a Structure Utilizing Fire FCO-AAA Dynamics

Bradley Bignucolo E 08/17/2017 Sean DeCrane L 8/17/2015 Alternate FCO-AAA Alternate FCO-AAA Ottawa Fire Services Underwriters' Laboratories 29121 Danbury Way 17209 Bradgate Avenue North Gower, ON K0A2T0 Canada Cleveland, OH 44111-4125 Principal: Peter J. McBride International Association of Fire Fighters Principal: Derek M. Alkonis

Kenn Fontenot L 12/08/2015 George Healy E 08/17/2015 Alternate FCO-AAA Alternate FCO-AAA LSU Fire & Emergency Training Fire Department City of New York 2525 Reno Drive 27 St. Thomas Place Abbeville, LA 70510-2639 Malverne, NY 11565 National Volunteer Fire Council Fire Department City of New York Principal: Rusty Dunham Principal: Joseph M. Jardin

Xianxu (Sherri) Hu I 08/17/2017 James Tyler Johnson U 12/06/2017 Alternate FCO-AAA Alternate FCO-AAA Verisk Analytics/Insurance Services Office, Inc. Justice Institute of British Columbia 545 Washington Boulevard, 18-9 20078 Fraser Highway, 406 Jersey City, NJ 07310-1607 Langley, BC V3A 0J2 Canada Principal: Kevin P. Kuntz Principal: Richard White

James M. Lord SE 04/04/2017 Daniel Madrzykowski RT 8/17/2015 Alternate FCO-AAA Alternate FCO-AAA JENSEN HUGHES UL Safety Research Institute 3610 Commerce Drive, Suite 817 6200 Dobbin Baltimore, MD 21227 Gaithersburg, MD 20882 Principal: Jason A. Sutula Principal: Stephen Kerber

Richard L. Merrell M 08/17/2017 Michael Nixon U 04/05/2016 Alternate FCO-AAA Alternate FCO-AAA Fairfax County Fire & Rescue Department Strathcona County Emergency Services Uniformed Aide to the Assistant Chief 38 49 Colwill Blvd. 15703 Beacon Court Sherwood Park, AB T8A 6C3 Canada Montclair, VA 22025 Principal: Ian Bolton International Fire Service Training Association Principal: Josh Matthew Stefancic

Sergio Romo U 04/05/2016 Timm Schabbel SE 12/06/2017 Alternate FCO-AAA Alternate FCO-AAA Mesa Fire Department Clay Fire Territory 21167 Creekside Drive 19101 Stone Ridge Drive Queen Creek, AZ 85142 South Bend, IN 46637 Principal: John R. Schutt Blue Card Principal: John Brunacini

3 Address List No Phone 03/05/2018 Robert Fash Fundamentals of Fire Control Within a Structure Utilizing Fire FCO-AAA Dynamics

Brian Joseph Toonen C 04/04/2017 Robert Fash 9/15/2017 Alternate FCO-AAA Staff Liaison FCO-AAA Eau Claire Fire Department National Fire Protection Association 216 South Dewey Street One Batterymarch Park Eau Claire, WI 54701 Quincy, MA 02169-7471 Principal: Nicolas J. Ledin

4

Technical Committee on Fundamentals of Fire Control within a Structure Utilizing Fire Dynamics NFPA 1700 Pre-First Draft Meeting Kansas City, MO - December 5-6, 2017

Meeting Minutes

Attendees:

Joseph Jardin (Chair) Steve Young Ian Bolton George Healy John Brunacini Daniel Madrzykowski Rusty Dunham Richard Merrill Richard Dyer Todd Nixon Brad French Gavin Horn Jeff Grote – Guest Stephen Kerber Richard Carrizzo – Guest Kevin Kuntz Bill Larkin - Guest Ryan O’Donnell John Schutt Bob Fash – NFPA Staff Josh Stefancic Dan Gorham – NFPA Staff Richard White Shawn Mahoney – NFPA Staff

Chair Jardin called the meeting to order at approximately 8:01 AM Central time.

Introduction of members and guests.

Chair Opening Statement Chair thanked all the members and guests attending. Chair gave an overview of the pre- draft meeting focusing on areas for improvement for the document with Public Inputs developed by the Technical Committee.

Meeting Minutes

Technical Committee reviewed and approved minutes from previous meeting (February 9- 10, 2017, Draft Development Meeting – San Diego, CA)

Liaison Report

Overview given on the NFPA document process and action dates for the document discussed

Task Group Reports

Although no formal task groups carried over from the draft development meeting in San Diego, certain chapters were spearheaded by TC members.

A chapter by chapter walk through of the document was performed and chapters assigned to specific individuals or groups for follow-up to submit public inputs.

Editorial suggestions discussed.

Request by the TC for color graphics similar to the NFPA 921 guideline for flame pictures and line chart interpretation.

References incorporated with the Guideline to be reflected in Chapter 2. Discussion on a PPE FPRF report for inclusion.

Strategy and Tactics chapters to be reviewed with public inputs at the first draft meeting.

Chapter assignments during the meeting were assigned as:

Chapter 3 – John Brunacini (lead) and others Chapter 4 - Dan Madrzykowski Chapter 5 – Review by Steve Kerber, Rusty Dunham & Ryan O’Donnell Chapter 6 – Ian Bolton with Todd Nixon and John Schutt Chapter 7 – Josh Stefancic & Kevin Kuntz Chapter 11 – Gavin Horn & George Healy Chapter 12 – Smokey Dyer, Kevin Kuntz, and Jeff Grote Chapter 13 – Brad French and Joe Jardin

Lunch Break

Work continued by the various work groups and public inputs submitted.

Break for the day at 1700 hours

DAY 2 – 12/6/17 0800 hours

Task groups continued work on assigned chapters.

Next Steps

Task groups to continue public input submittals up to the January 4, 2018 Public Input deadline.

Next meeting date and location to be announced. First draft meeting to be held before June 14, 2018.

Meeting adjourned at 1500 hours.

National Fire Protection Association Report https://submittals.nfpa.org/TerraViewWeb/ContentFetcher?commentPar...

Public Input No. 136-NFPA 1700-2018 [ Global Input ]

(Suggest the TC review the NFPA document, NFPA 13E, Recommended Practice for Fire Department Operations in Properties Protected by Sprinkler and Standpipe Systems to determine issues that need to be correlated and referenced between the two documents. As of January 2, 2018, NFPA 1700 does not have a reference to NFPA 13E or any discussion of the practices recommended in NFPA 13E. The NFPA 1700 TC may want to submit Public Inputs to NFPA 13E, extract some text or coorelate langauge between the two documents.)

Statement of Problem and Substantiation for Public Input

The scopes of NFPA 1700 and NFPA 13E, Fire Department Operations in Properties Protected by Sprinkler and Standpipe Systems, have extensive overlap as it applies to fire fighting operations in fire sprinkler protected buildings. With the creation of NFPA 1700, it is important that NFPA 13E and NFPA 1700 do not move forward within the code development process without consideration of the text in both the documents by both of the TC's. The NFPA 1700 TC should review NFPA 13E and the NFPA 13E TC should review NFPA 1700 to determine what language needs to be extracted from one document into the other, what PI's may be necessary to correlate the two documents, what references are appropriate between documents and, perhaps, if scope changes need to occur. As of January 2nd, 2018, the draft NFPA 1700 has no reference to NFPA 13E so it does not appear there has been coordination between the two documents.

Submitter Information Verification

Submitter Full Name: Anthony Apfelbeck Organization: Altamonte Springs Building/ Division Street Address: City: State: Zip: Submittal Date: Tue Jan 02 15:27:54 EST 2018

1 of 162 3/5/2018, 7:10 PM National Fire Protection Association Report https://submittals.nfpa.org/TerraViewWeb/ContentFetcher?commentPar...

Public Input No. 56-NFPA 1700-2017 [ Global Input ]

Within chapter 11, change "rehab" to "rehabilitation" and "decon" to "decontamination".

.

Statement of Problem and Substantiation for Public Input

Using the full word will provide consistency and common terminology throughout the chapter.

Submitter Information Verification

Submitter Full Name: Gavin Horn Organization: University of Illinois Fire Service Insitute Street Address: City: State: Zip: Submittal Date: Wed Dec 06 16:00:52 EST 2017

2 of 162 3/5/2018, 7:10 PM National Fire Protection Association Report https://submittals.nfpa.org/TerraViewWeb/ContentFetcher?commentPar...

Public Input No. 79-NFPA 1700-2017 [ Global Input ]

In Chapter 3, definitions should be organized in groups to allow for easier understanding and clarity of the term. For example, the Hazard Contol Zone definition should be followed by the definition of Hot, Warm and Cold and exclusion zones. Another example would be to group all ventilation terms together, as well as search terms, if any.

Statement of Problem and Substantiation for Public Input

Currently the chapter is only organized alphabetically, however, it would allow the reader to comprehend like terms in better context for greater understanding of future chapters.

Submitter Information Verification

Submitter Full Name: Josh Stefancic Organization: Largo Fire Rescue Street Address: City: State: Zip: Submittal Date: Thu Dec 07 10:09:53 EST 2017

3 of 162 3/5/2018, 7:10 PM National Fire Protection Association Report https://submittals.nfpa.org/TerraViewWeb/ContentFetcher?commentPar...

Public Input No. 83-NFPA 1700-2017 [ Global Input ]

The attached document of terms should be considered to be added to Chapter 3.

Additional Proposed Changes

File Name Description Approved List_of_Terms_to_Add_to_Chapter_3_and_Define.docx List of terms to add to Chp 3 NFPA 1700

Statement of Problem and Substantiation for Public Input

These terms are utilized through the guide and should be defined in chapter three to allow for better understanding and intent of the guide.

Submitter Information Verification

Submitter Full Name: Josh Stefancic Organization: Largo Fire Rescue Street Address: City: State: Zip: Submittal Date: Thu Dec 07 10:21:49 EST 2017

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 Abandoned  Active protection  Basement  Bunsen burner  Buoyant or Buoyant flows  Cold bending  Cold Conditioning  Collapse zone  Compartmentation  Concealed space or void space  Conductive and Compressive Heat Resistance (CCHR) Test  Construction types  Cross Laminated Timber (CLT)  Different temperatures – Fahrenheit – Celsius  Different truss types defined  Dynamic flow path  Elevated Temperature Rope Test  Emergency Voice Communication System  Endothermic  Energy Storage Systems  Engineered/Lightweight Construction  Finish or finishes  Fire alarm/system  Fire command center  Fire Department Communication Systems  Fire department connection – FDC  Fire restive construction  Fire tetrahedron  Flame restive test  Flammable gas  Flexibility test  Fluid or Fluid flows  Fully developed  Fully involved  Function test  Green Construction  Heat Transfer  Hot Conditioning  Hygiene  Incident Commander (IC)  Insulation  Interface layer  ISP – Independent Service Provider (see NFPA 1851)  Knockdown  Large space (sq ft defined)  LEL/LFL  Liquid  Manufactured Structures  Mega mansion  New Growth Lumber:  Old Growth Dimensional Lumber:  Oven aging test  Oxidation – Oxidation agent  Oxidizing Agent  PASS  Passive protection  Phase changes  Photovoltaic (PV) solar panels  PV module (array)  Reverse stack effect  Search and Rescue terms: primary search, secondary search, protect in place, search, rescue  Smoke  Sprinkler system  Stairwell pressurization  State of change – solid, liquid, gas  State of matter or Matter  Surfactants  Survivability profile  Tactical non-ventilation  Tactical Ventilation  Thermal decomposition  TPP  Travel distance  Turnout components  UEL/UFL  UL-19 Hot Block Test  Under control  Uninhibited chemical chain reaction  Vacant  Vaporization  Variable grade buildings  Vegetative Roof  Ventilation control  Ventilation for extinguishment  Ventilation for property conservation  Ventilation for search/rescue  Ventilation induced flashover  Ventilation profile  Virgin National Fire Protection Association Report https://submittals.nfpa.org/TerraViewWeb/ContentFetcher?commentPar...

Public Input No. 86-NFPA 1700-2017 [ Global Input ]

The attached list of terms and definitions should be added to chapter three.

Additional Proposed Changes

File Name Description Approved 1700_Chapter_3_Definitions_-_Dec_2017_1_.docx Terms and definitions to add to chapter three.

Statement of Problem and Substantiation for Public Input

The attached list of terms and definitions should be added to chapter three to allow for greater understanding of the guide.

Submitter Information Verification

Submitter Full Name: Josh Stefancic Organization: Largo Fire Rescue Street Address: City: State: Zip: Submittal Date: Thu Dec 07 10:26:45 EST 2017

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3.3 General Definitions

Absolute Temperature. A temperature measured in Kelvins (K) or Rankines (R). NOT FOUND

Accelerant. A or oxidizer, often an ignitable liquid, intentionally used to initiate a fire or increase the rate of growth or spread of fire. NOT FOUND

Accident. An unplanned event that interrupts an activity and sometimes causes injury or damage or a chance occurrence arising from unknown causes; an unexpected happening due to carelessness, ignorance, and the like. NOT FOUND

Ambient. Someone's or something's surroundings, especially as they pertain to the local environment; for example, ambient air and ambient temperature.

Atmospheric Pressure. The pressure of the weight of air on the surface of the earth, approximately 14.7 pounds per square inch (psia) (101 kPa absolute) at sea level.

Backdraft. A deflagration resulting from the sudden introduction of air into a confined space containing -deficient products of incomplete combustion and pyrolysis gases.

Basic Spray Nozzle An adjustable-pattern spray nozzle in which the rated discharge is delivered at a designated nozzle pressure and nozzle setting.

Bi-directional vent. A building opening that serves as both as an intake and exhaust vent of a flow path at the same time.

Blast Pressure Front. The expanding leading edge of an explosion reaction that separates a major difference in pressure between normal ambient pressure ahead of the front and potentially damaging high pressure at and behind the front. NOT FOUND

Blitz Attack. A coordinated fire attack from the exterior with a master stream (300+gpm).

Blowers. Powered fans that are used to push air into a structure to increase the pressure of the gases inside a structure to move the gases to an area of lower pressure, usually the exterior. NOT FOUND – include term in fan

BLEVE. Boiling liquid expanding vapor explosion.

British Thermal Unit (Btu). The quantity of heat required to raise the temperature of one pound of water 1°F at the pressure of 1 atmosphere and temperature of 60°F; a British thermal unit is equal to 1055 joules, 1.055 kilojoules, and 252.15 calories.

Broken Stream. A stream of water that has been broken into coarsely divided drops.

Calorie. The amount of heat necessary to raise 1 gram of water 1°C at the pressure of 1 atmosphere and temperature of 15°C; a calorie is 4.184 joules, and there are 252.15 calories in a British thermal unit (Btu).

Ceiling Jet. A relatively thin layer of flowing hot gases that develops under a horizontal surface (e.g., ceiling) as a result of plume impingement and the flowing gas being forced to move horizontally.

Ceiling Layer. A buoyant layer of hot gases and smoke produced by a fire in a compartment.

Char. Carbonaceous material that has been burned or pyrolyzed and has a blackened appearance.

Combustible. Capable of undergoing combustion

Combustible Liquid. Any liquid that has a closed-cup flash point at or above 37.8°C (100°F). (See also 3.3.79, Flammable Liquid.)

Combustion. A chemical process of oxidation that occurs at a rate fast enough to produce heat and usually light in the form of either a glow or flame.

Combustion Products. The heat, gases, volatilized liquids and solids, particulate matter, and ash generated by combustion.

Command post. The physical site where the incident commander is located.

Conduction. Heat transfer to another body or within a body by direct contact.

Convection. Heat transfer by circulation within a medium such as a gas or a liquid.

Deflagration. Propagation of a combustion zone at a velocity that is less than the speed of sound in the unreacted medium. [68, 2013]

Density. The mass of a substance per unit volume, usually specified at standard temperature and pressure. The density of water is approximately 1000 kilograms per cubic meter. The density of air is approximately 1.2 kilograms per cubic meter.

Detection. (1) Sensing the existence of a fire, especially by a detector from one or more products of the fire, such as smoke, heat, infrared radiation, and the like. (2) The act or process of discovering and locating a fire.

Detonation. Propagation of a combustion zone at a velocity greater than the speed of sound in the unreacted medium.

Differential Pressure. The difference between pressures at different points along a flow path. The pressure difference creates the flow of gases or fluids from an area of higher pressure to an area of lower.

Diffuse Fuel. A gas, vapor, dust, particulate, aerosol, mist, fog, or hybrid mixture of these, suspended in the atmosphere, which is capable of being ignited and propagating a flame front.

Diffusion Flame. A flame in which fuel and air mix or diffuse together at the region of combustion.

Door Control. Using a door to limit the amount of air available to the fire. Also using a door to isolate a part of the building from the flow path.

Drop Down. The spread of fire by the dropping or falling of burning materials. Synonymous with “fall down.”

Engine Company. A piece of fire apparatus along with fire fighters that have the primary responsibility to deliver a fire stream or streams to extinguish the fire in coordination with ventilation (ladder company) and rescue operations

Entrainment. The process of air or gases being drawn into a fire, plume, or jet.

Exhaust Vent. The outlet of a flow path that allows the gases to move out of the structure.

Explosion. The sudden conversion of potential energy (chemical or mechanical) into kinetic energy with the production and release of gases under pressure, or the release of gas under pressure. These high-pressure gases then do mechanical work such as moving, changing, or shattering nearby materials.

Explosive. Any chemical compound, mixture, or device that functions by explosion.

Exposure. The side of a structural assembly or separate part of the fire ground that is directly exposed to the fire to which the fire could spread.

Exposure Protection. Using an extinguishing agent to coat the exposure, and/or remove the fuel(s), to prevent fire spread.

Extinguish. To completely stop the combustion process.

Failure. Distortion, breakage, deterioration, or other fault in an item, component, system, assembly, or structure that results in unsatisfactory performance of the function for which it was designed.

Fire. A rapid oxidation process, which is a gas phase chemical reaction resulting in the evolution of light and heat in varying intensities.

Fire control. The coordinated tasks of delivering an extinguishing agent (water) to fire and heat and managing the flow of air, smoke, heat, and fuel(s).

Fire Dynamics. The detailed study of how chemistry, fire science, and the engineering disciplines of fluid mechanics and heat transfer interact to influence fire behavior.

Fire propagation. See Fire Spread. USE ONE OR THE OTHER

Fire Science. The body of knowledge concerning the study of fire and related subjects (such as combustion, flame, products of combustion, heat release, heat transfer, fire and explosion chemistry, fire and explosion dynamics, thermodynamics, kinetics, fluid mechanics, fire safety) and their interaction with people, structures, and the environment.

Fire Spread. The movement of fire from one place to another.

Flame. A body or stream of gaseous material involved in the combustion process and emitting radiant energy at specific wavelength bands determined by the combustion chemistry of the fuel. In most cases, some portion of the emitted radiant energy is visible to the human eye.

Flame Front. The flaming leading edge of a propagating combustion reaction zone.

Flame-over. The condition where unburned fuel from a fire has accumulated in the ceiling layer to a sufficient concentration (i.e., at or above the lower flammable limit) that it ignites and burns; can occur without ignition of, or prior to, the ignition of other fuels separate from the origin.

Flammable. Capable of burning with a flame.

Flammable Limit. The upper or lower concentration limit at a specified temperature and pressure of a flammable gas or a vapor of an ignitable liquid and air, expressed as a percentage of fuel by volume that can be ignited.

Flammable Range. The range of concentrations between the lower and upper flammable limits. [68, 2013]

Flash Fire. A fire that spreads by means of a flame front rapidly through a diffuse fuel, such as dust, gas, or the vapors of an ignitable liquid, without the production of damaging pressure.

Flash Point of a Liquid. The lowest temperature of a liquid, as determined by specific laboratory tests, at which the liquid gives off vapors at a sufficient rate to support a momentary flame across its surface.

Flashover. A transition phase in the development of a compartment fire in which surfaces exposed to thermal radiation reach ignition temperature more or less simultaneously and fire spreads rapidly throughout the space, resulting in near full involvement .

Flow Path. The area(s) within a structure where heat, smoke and air flows from an area of higher pressure to lower pressure. It composed of at least one intake vent, one exhaust vent and the connecting volume between the vents.

Fog Stream. A stream of water that is flowed in the form of small water droplets.

Fuel. A material that will maintain combustion under specified environmental conditions.

Fuel Gas. Natural gas, manufactured gas, LP-Gas, and similar gases commonly used for commercial or residential purposes such as heating, cooling, or cooking.

Fuel-Limited Fire. A fire in which the heat release rate and growth rate are controlled by the characteristics of the fuel, such as quantity and geometry, and in which adequate air for combustion is available.

Fuel Load. The total quantity of combustible contents of a building, space, or fire area, including interior finish and trim, prior to ignition.

Gas. The physical state of a substance that has no shape or volume of its own and will expand to take the shape and volume of the container or enclosure it occupies.

Glowing Combustion. Luminous burning of solid material without a visible flame.

GPM. Gallons per minute.

Gross Decon

Hazard. Any arrangement of materials that presents the potential for harm.

Heat. A form of energy characterized by vibration of molecules and capable of initiating and supporting chemical changes and changes of state.

Heat and Flame Vector. An arrow used in a fire scene drawing to show the direction of heat, smoke, or flame flow.

Heat Flux. The measure of the rate of heat transfer to a surface, expressed in kilowatts/m2, kilojoules/m2 · sec, or Btu/ft2 · sec.

Heat of Combustion. Total amount of thermal energy that could be generated by a fuel if it were to burn completely. The heat of combustion is typically measured in kilojoules per gram, kJ/g or mega joules per kilogram, MJ/kg.

Heat of Ignition. The heat energy that brings about ignition.

Heat Release Rate (HRR). The rate at which heat energy is generated by burning.

High Pressure Side or upwind side. The side of the building that the wind is impacting on.

High-Rise Building. A building over 75 feet in height from grade level.

Horizontal Ventilation. A method of utilizing natural ventilation currents to manage the flow of heat and smoke from the interior to the exterior on the same level of the structure.

Hoseline. A hose extended from fire apparatus or a standpipe system designed to flow between 90 and 300 GPM.

Hot zone - the primary incident hazard area deemed immediately dangerous to life and health (IDLH), and where personnel shall wear PPE suitable for the hazards encountered. *Note: For a , the structure is the hot zone, regardless of what you can see from the outside. Added to chapter 3

Hydraulic Ventilation. Use of a water stream to remove gases from a compartment through an exhaust vent while entraining fresh air from an intake.

Ignitable Liquid. Any liquid or the liquid phase of any material that is capable of fueling a fire, including a flammable liquid, combustible liquid, or any other material that can be liquefied and burned.

Ignition. The process of initiating self-sustained combustion.

Ignition Energy. The quantity of heat energy that should be absorbed by a substance to ignite and burn.

Ignition Temperature. Minimum temperature a substance should attain in order to ignite under specific test conditions.

Ignition Time. The time between the application of an ignition source to a material and the onset of self-sustained combustion.

IMS. See ICS

Incendiary Fire. A fire that is deliberately set with the intent to cause the fire to occur in an area where the fire should not be.

Incident Action Plan. A plan that lists the action tasks in the order that should be taken at an incident.

ICS - Incident Command System. Is a management system that is utilized to develop a strategy for fire incidents and to manager the various tactics and tasks that are implemented during fire operations.

Intake Vent. An inlet of a flow path that allows fresh air to move into the structure.

Joule. The preferred SI unit of heat, energy, or work. A joule is the heat produced when one ampere is passed through a resistance of one ohm for one second, or it is the work required to move a distance of one meter against a force of one newton. There are 4.184 joules in a calorie, and 1055 joules in a British thermal unit (Btu). A watt is a joule/second. [See also 3.3.21, British Thermal Unit (Btu), and 3.3.24, Calorie.]

Kilowatt. A measurement of energy release rate. A kilowatt is 1000 watts. A watt is a joule/second.

Ladder Company. A piece of fire apparatus along with that usually has an aerial ladder and a compliment of ground ladders and personnel that commonly perform rescue and ventilation operations in coordination with engine company operations.

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Layering. The systematic process of removing debris from the top down and observing the relative location of artifacts at the fire scene.

Life Safety. The protection of human life including all persons within a structure, civilians and firefighting personnel.

Low Explosive. An explosive that has a reaction velocity of less than 1000 m/sec (3000 ft/sec).

Low pressure side or downwind side. The side of the building opposite the side of the building that the wind is impacting on.

Master Stream. A ground or aerial device designed to flow in excess of 300 GPM.

Material First Ignited. The fuel that is first set on fire by the heat of ignition; to be meaningful, both a type of material and a form of material should be identified.

Mechanical Ventilation. The use of powered blowers, fans, smoke ejectors, or hydraulic ventilation to exchange gases inside the structure with fresh air.

Natural Ventilation. The use of convection currents and winds to ventilate a structure without the use of powered blowers, fans, smoke ejectors, or hose streams.

Negative-Pressure Ventilation. The use of powered blowers, fans, or smoke ejectors to remove gases from a compartment through an exhaust vent while entraining fresh air from an intake.

Noncombustible Material. A material that, in the form in which it is used and under the condition anticipated, will not ignite, burn, support combustion, or release flammable vapors when subjected to fire or heat.

Nonflammable. (1) Not readily capable of burning with a flame. (2) Not liable to ignite and burn when exposed to flame. Its antonym is flammable.

Nozzle pressure. The pressure at the point where water flows from a nozzle and is described in pounds per square inch (psi).

Origin. The general location where a fire or explosion began. (See Point of Origin, or Area of Origin.)

Overhaul. The process of final extinguishment following the control of the main body of the fire. All traces of the fire should be fully extinguished during this phase of the firefighting operations.

Overload. Operation of equipment in excess of normal, full-load rating or of a conductor in excess of rated ampacity that when it persists for a sufficient length of time would cause damage or dangerous overheating. An overload current is usually but might not always be confined to the normal intended conductive paths provided by conductors and other electrical components of an electrical circuit. Operation of the equipment or wiring under current flow conditions leading to temperatures in excess of the temperature rating of the equipment or wiring.

Oxygen Deficiency. Insufficiency of oxygen to support combustion. (See also Ventilation-Controlled Fire.)

Penetrating nozzle – a nozzle that is designed to penetrate a building membrane such as a roof, wall or floor in order to deliver a water stream from one area to another area.

Personal Protective Equipment (PPE) – protective equipment tested and approved for firefighting such as a including but not limited to: coat, pants, gloves, boots, hood, helmet and self-contained breathing apparatus.

Plastic. Any of a wide range of natural or synthetic organic materials of high molecular weight that can be formed by pressure, heat, extrusion, and other methods into desired shapes.

Plume. The column of hot gases, flames, and smoke rising above a fire; also called convection column, thermal updraft, or thermal column.

Positive Pressure Attack. The utilization of powered blowers or fans, prior to fire control, as a means to control and reduce the heat in the intake portion of the flow path and exhaust heat and smoke from the fire area.

Positive Pressure Isolation. The utilization of powered blowers or fans to pressurize sections of buildings or exposures adjacent to the fire area with the intent to prevent smoke and fire spread into the pressurized sections. Different definition in Chapter 10. Need to use the best one.

Positive Pressure Ventilation. The utilization of powered blowers or fans, post-fire control, to exhaust heat and smoke from the fire area.

Preservation. Application or use of measures to prevent damage, change or alteration, or deterioration.

Pressure. A measure of force per unit area exerted on a surface at 90 degrees to that surface. Values for pressure may be given in pounds per square inch (psi) or Pascals (Pa).

Products of Combustion. See Combustion Products.

Pyrolysis. A process in which material is decomposed, or broken down, into simpler molecular compounds by the effects of heat alone; pyrolysis often precedes combustion.

Radiant Heat. Heat energy carried by electromagnetic waves that are longer than light waves and shorter than radio waves; radiant heat (electromagnetic radiation) increases the sensible temperature of any substance capable of absorbing the radiation, especially solid and opaque objects.

Radiation. Heat transfer by way of electromagnetic energy.

Rapid Intervention Crew/Company (RIC). A crew of firefighters that are reserved at a fire incident to locate and rescue firefighters who are lost or entrapped within a building fire.

Rate of Heat Release. See Heat Release Rate (HRR).

Recirculation. Ineffective ventilation where smoke continues to circulate within the structure instead of being exhausted from the structure

Rekindle. A return to flaming combustion after apparent but incomplete extinguishment.

Rescue. The process of searching, evacuating and removing occupants from the fire building and providing emergency medical care.

Rescue Company. A piece of fire apparatus along with firefighters that are generally utilized for search and rescue at fire incidents.

Risk. The degree of peril; the possible harm that might occur that is represented by the statistical probability or quantitative estimate of the frequency or severity of injury or loss.

Rollover. See Flameover. No definition on site

Salvage. The process of protecting the contents within a building during and following the incident.

Self-Contained Breathing Apparatus (SCBA) – protective equipment that consists of an air supply, a face piece, and a regulator.

Smoke Condensate. The condensed residue of suspended vapors and liquid products of incomplete combustion.

Smoke Ejectors. A powered fan that is designed to remove gases from the interior of a structure using negative pressure.

Smoke Explosion. A term that is sometimes utilized incorrectly for the term .

Smoldering. Combustion without flame, usually with incandescence and smoke.

Soot. Black particles of carbon produced in a flame.

Spalling. Chipping or pitting of concrete or masonry surfaces.

Specific Gravity (air) (vapor density). The ratio of the average molecular weight of a gas or vapor to the average molecular weight of air.

Specific Gravity (of a liquid or solid). The ratio of the mass of a given volume of a substance to the mass of an equal volume of water at a temperature of 4°C.

Spontaneous Heating. Process whereby a material increases in temperature without drawing heat from its surroundings.

Spontaneous Ignition. Initiation of combustion of a material by an internal chemical or biological reaction that has produced sufficient heat to ignite the material.

Standard Operating Guideline (SOG). 1) A written directive that establishes recommended strategies/concepts of emergency response to an incident. 2) Fire department documents that provide guidance to firefighters that permits situational decision making based upon the assessment of the incident with respect established incident priorities.

Standard Operating Procedure (SOP). A written directive that established specific operation or administrative methods to be followed routinely for the performance of a task or for the use of equipment [NFPA 475].

Straight Tip Nozzle A smooth-bore nozzle for producing a solid stream. 1963 (2014)

Straight Stream – a water stream that flows from a solid bore nozzle or a stream that flows from a combination nozzle with the stream setting placed in the most narrow stream setting that is available.

Strategy. The general direction selected to accomplish incident objective set by the incident commander. Strategy - The plan or direction selected to accomplish incident objectives. (NFPA 1026, 1035, 1051, 1561)

Steam conversion – the physical event where water is delivered to the heat of a fire and the water is converted from a liquid to a vapor in the form of steam.

Suppression. The sum of all the work done to extinguish a fire, beginning at the time of its discovery.

Target Fuel. A fuel that is subject to ignition by thermal radiation such as from a flame or a hot gas layer.

Temperature. The degree of sensible heat of a body as measured by a thermometer or similar instrument.

Thermal Column. See Plume

Thermal Expansion. The increase in length, volume, or surface area of a body with rise in temperature.

Thermal Inertia. The properties of a material that characterize its rate of surface temperature rise when exposed to heat; related to the product of the material's thermal conductivity (k), its density (ρ), and its heat capacity (c).

Thermometry. The study of the science, methodology, and practice of temperature measurement.

Thermoplastic. Plastic materials that soften and melt under exposure to heat and can reach a flowable state.

Thermoset Plastics. Plastic materials that are hardened into a permanent shape in the manufacturing process and are not commonly subject to softening when heated; typically form char in a fire.

Time Line. Graphic representation of the events in a fire incident displayed in chronological order.

Total Burn. A fire scene where a fire continued to burn until most combustibles were consumed and the fire self-extinguished due to a lack of fuel or was extinguished when the fuel load was reduced by burning and there was sufficient suppression agent application to extinguish the fire.

Transitional Attack. The application of a fire stream from the exterior of a structure to improve interior conditions prior to an offensive fire attack. Also known as: reset the fire, quick hit, exterior water application, exterior fire control, hit it hard from the yard, softening the target, etc. Term was in chapter 3 with no definition

Upper Layer. See Ceiling layer.

Uni-directional vent. A building opening that serves as either an intake and exhaust vent of a flow path at a given time.

Vapor. The gas phase of a substance, particularly of those that are normally liquids or solids at ordinary temperatures. (See also Gas.)

Vapor Density. See Specific Gravity (air) (vapor density).

Vent. An opening for the passage of, or dissipation of, fluids, such as gases, fumes, smoke, and the like.

Ventilation. Circulation of air in any space by natural wind or convection or by fans blowing air into or exhausting air out of a building; a fire-fighting operation of removing smoke and heat from the structure by opening windows and doors or making holes in the roof.

Ventilation Control Device. Using an object to limit the amount of air available to the fire.

Ventilation-Limited Fire. A fire in which the heat release rate or growth is controlled by the amount of air (oxygen) available to the fire.

Venting. The escape of smoke and heat through openings in a building.

Vertical Ventilation. A method of using buoyancy to permit smoke and convected heat to flow upward in order to be exhausted from the building through vents above the fire while being replaced with intake air through other vents at the same level of the fire or lower.

Walk-out. A building that has an entrance/exit door situated below the main level of the structure.

Water additives – chemical additives to water that have the intent to make water delivered to a fire a more effective extinguishing agent.

Wind Control Device-

Water Supply. The amount of water described in the terms of GPM that is available at a fire incident for fire attack.

END OF CHAPTER 3 ------

Additions added by various committee members:

Knockdown

Basement

Under control

State of matter or Matter

Solid

Liquid

Oxidation – Oxidation agent

Vaporization

Phase changes

Thermal decomposition

Fluid or Fluid flows

Buoyant or Buoyant flows

Heat transfer

Virgin fuels

Endothermic

State of change – solid, liquid, gas

Uninhibited chemical chain reaction

Thermal decomposition

Flammable range is defined – does not include Flammable/Explosive term

Flammable gas

Survivability profile

Search and Rescue terms: primary search, secondary search, protect in place, search, rescue

Collapse zone

Construction types

Finish or finishes

Active protection

Passive protection

Fire alarm/system

Fire command center

Emergency Voice Communication System

Fire Department Communication Systems

Standpipe

Fire department connection – FDC

Fire restive construction

Reverse stack effect

Insulation

Travel distance

Sprinkler system

Cross Laminated Timber (CLT)

Old Growth Dimensional Lumber:

New Growth Lumber:

Engineered/Lightweight Construction

Different truss types defined

Green Construction

Photovoltaic (PV) solar panels

PV module (array)

Energy Storage Systems

Vegetative Roof

Flame restive test

Bunsen burner

TPP

Different temperatures – Fahrenheit – Celsius

Elevated Temperature Rope Test

UL-19 Hot Block Test

Oven aging test

Cold bending

Flexibility test

Hot Conditioning

Function test

Cold Conditioning

Turnout components

Conductive and Compressive Heat Resistance (CCHR) Test

PASS

Ventilation profile

Vent profile

Dynamic flow path

Tactical Ventilation

Tactical non-ventilation

Ventilation control

Ventilation for extinguishment

Ventilation for search/rescue

Ventilation for property conservation

Hygiene

“Building” exposure is in chapter 3. “Physical” exposure is not – chapter 10

Decontamination

Gross decontamination

Carcinogens

Doffing

Donning

Apparatus

Support personnel

Soot

Contaminants – contamination - contaminated

Wet decon

Dry decon

Surfactants

Concealed space or void space

Mega mansion

Manufactured Structures

Vacant

Abandoned

Large space (sq ft defined)

Variable grade buildings

Fully developed – enough O2

Fully involved

Ventilation induced flashover

Fire tetrahedron

Fuel

Pyrolysis

Vaporization

Heat of Combustion

Oxidizing Agent

Heat

Heat Release rate

Heat Flux

Temperature

Combustion

LEL/LFL

UEL/UFL

Smoke

Heat Transfer

Conduction

Convection

Radiation

Fuel Load

Interface layer

Incident Commander (IC)

Compartmentation

Stairwell pressurization

Exposure pressurization of strip mall

Pressurization of single family during attic fire

Compartment – A three-dimensional space enclosed by walls, floor, and a ceiling. Each wall and ceiling may contain various openings.

Enclosure - A confined or partially confined volume.

Knee wall – a short wall, typically under three feet (one meter) in height, used to create a room such as a living space within an attic. The creation of a knee wall results in a void space behind the knee wall and the underside of the roof.

Vent Profile – Appearance of a fire building’s ventilation points showing the flow path of heat and smoke out of the structure as well as any air movement into the structure.

Fuel package – a single item of fuel.

HVAC Ventilation – air flows due to fixed building heating ventilation and air conditioning systems.

Pressure Appendix Material *The earth is surrounded by an atmosphere made up of approximately 78% nitrogen, 21% oxygen and 1% of other gases. The weight of these gases on the earth creates a force of 14.7 pounds per square inch (psi) at sea level. This is referred to as Atmospheric pressure. Pressure in the fire service is typically referenced in the units of pounds per square inch or PSI, as this is the standard pressure unit for many of the pump panel gauges on an engine. The pressure shown on the pump panel gauge is actually measured relative to the atmospheric pressure. In other words, 50 psi is really 50 psi over the atmospheric pressure. This type of pressure measurement is referred to as psi gauge or psig. The pressure developed by the fire or by a fan is the measured pressure over and above the atmospheric pressure. Fires create pressure that push smoke and gases throughout a room or structure. The pressures are very small, on the order of one thousandth of a psi. Therefore, it is best to use a different unit for measuring pressure. This unit is called a Pascal. When it is written, it is abbreviated as Pa. 101,325 Pa equals 14.7 psi. Or 1 Pa equals 0.00015 psi.

National Fire Protection Association Report https://submittals.nfpa.org/TerraViewWeb/ContentFetcher?commentPar...

Public Input No. 92-NFPA 1700-2017 [ Global Input ]

Througout the document; replace the word ATTACK with CONTROL.

Statement of Problem and Substantiation for Public Input

This was discussed at previous committee meetings and CONTROL is a better description of what is being done, as opposed to ATTACK which could be perceived as an aggressive action.

Submitter Information Verification

Submitter Full Name: Josh Stefancic Organization: Largo Fire Rescue Street Address: City: State: Zip: Submittal Date: Thu Dec 07 11:39:44 EST 2017

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Public Input No. 94-NFPA 1700-2017 [ Global Input ]

Throughout the docment, the word "firefighter" is formatted as "firefighter", "fire-fighter", and "fire fighter". This should be standardized.

Statement of Problem and Substantiation for Public Input

Standardization of terminology for a more user-friendly reading experience

Submitter Information Verification

Submitter Full Name: Brad French Organization: Dayton Fire Department Street Address: City: State: Zip: Submittal Date: Thu Dec 07 15:34:19 EST 2017

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Public Input No. 95-NFPA 1700-2017 [ Global Input ]

Througout the document, Thermal Imaging Cameras are referred to in multiple ways, including "Thermal Imagers" and "Thermal Imaging Cameras". This should be consistent throughout.

Statement of Problem and Substantiation for Public Input

Consistent terminology for a more user-friendly experience for the reader.

Submitter Information Verification

Submitter Full Name: Brad French Organization: Dayton Fire Department Street Address: City: State: Zip: Submittal Date: Thu Dec 07 15:41:54 EST 2017

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Public Input No. 24-NFPA 1700-2017 [ Section No. 2.3.5 ]

2.3.5 UL Publications. Underwriters Laboratories Inc., 333 Pfingsten Road, Northbrook, IL 60062-2096. UL 19, Standard for Lined and Hose Assemblies, xxxx. Understanding and Fighting Basement Fires: Report of Experiments

Statement of Problem and Substantiation for Public Input

Including reference to basement fire information in Chapter 6.

Submitter Information Verification

Submitter Full Name: Brad French Organization: Dayton Fire Department Street Address: City: State: Zip: Submittal Date: Wed Dec 06 11:31:24 EST 2017

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Public Input No. 144-NFPA 1700-2018 [ Section No. 2.3.8 ]

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2.3.8 Other Publications.

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Colburn, D, et al., “A Comparison of Cooling Techniques in Firefighters After a Live Burn Evolution,” Prehosp Emerg Care, 15(2), 2011. Dickinson, E. T., and M. A. Wieder, Emergency Incident Rehabilitation, 2nd edition. Upper Saddle River, NJ, Pearson Education, 2004. Espinoza M., Contreras M. “Safety and Performance Implications of Hydration, Core Body Temperature and Post Incident Rehabilitation.” Orange County Fire Authority (CA) December 2007. Horn, G.P., Blevins, S., Fernhall, B., and Smith, D.L. (2013) “Core temperature and heart rate response to repeated bouts of firefighting activities” Ergonomics. 56(9):1465-73. doi: 10.1080/00140139.2013.818719. Epub 2013 Jul 22. Horn, G.P., DeBlois, J., Shalmyeva, I., Smith, D.L., (2012) “Quantifying dehydration in the Fire Service using field methods and novel devices”, Prehospital Emergency Care 16(3), 347-355. DOI: 10.3109/10903127.2012.664243. Horn, G.P., Gutzmer, S., Fahs, C.A., Petruzzello, S.J., Goldstein, E., Fahey, G.C., Fernhall, B., Smith, D.L., (2011) “Physiological recovery from firefighting activities in rehabilitation and beyond”, Prehospital Emergency Care 15(2), 214-225. Hostler, D., et al., “Comparison of Active Cooling Devices with Passive Cooling for Rehabilitation of Firefighters Performing Exercise in Thermal Protective Clothing: A Report from the Fireground Rehab Evaluation (FIRE) Trial,” Prehosp Emerg Care, 14(3), 2010. McLellan, T. M., and G. A. Selkirk, “The Management of Heat Stress for the Firefighter,″ Defence Research and Development Canada, 2005. National Oceanic and Atmospheric Administration, National Weather Service Wind Chill–Temperature (WCT) Index. Sawka, M. N., and K. B. Pandolf, “Effects of Body Water Loss on Physiological Function and Exercise Performance.” C. V. Gisolfi and D. R. Lamb (eds.), Fluid Homeostasis During Exercise. Benchmark Press, Indianapolis, IN, 1-38 (1990). Sawka, M. N., and K. B. Pandolf, “Physical Exercise in Hot Climates: Physiology, Performance, and Biomedical Issues,” Medical Aspects of Harsh Environments, Vol. 1, C. B. Wenger and R. S. Pozos. Washington, DC: Borden Institute, 2002. Smith, D. L., and S. J. Petruzzello, “Selected Physiological and Psychological Responses to Live-Fire Drills in Different Configurations of Firefighting Gear,” Ergonomics, 41(8), 1141- 1154 (1998). Smith, D. L., S. J. Petruzzello, M. A. Chludzinski, J. J. Reed, and J. A. Woods, “Effects of Strenuous Live- Fire Firefighting Drills on Hematological, Blood Chemistry, and Psychological Measures,” Journal of Thermal Biology, 26(4-5):375-380 (2001). Smith, D. L., S. J. Petruzzello, and T. S. Manning, “The Effect of Strenuous Live-Fire Drills on Cardiovascular and Psychological Responses of Recruit Firefighters,” Ergonomics, 44(3):244-254 (2001). U.S. Fire Administration (USFA). FA-114, Emergency Incident Rehabilitation. Emmitsburg, MD: USFA July 1992. vfdb (German Fire Protection Association); Recommendations for operational hygiene in the course of fire fighting, March 2014. 1. Madrzykowski, D., Fire Fighter Equipment Operaonal Environment (FFEOE): Evaluaon of Thermal Condions. UL Firefighter Safety Research Instute, Columbia, Maryland, August 2017.

2. America Burning, The Report of The Naonal Commission on Fire Prevenon and Control. Washington, D.C., May 1973.

3. Gross,D., Fire Research at NBS: The First 75 Years. In Fire Safety Science – Proceedings of

the Third Internaonal Symposium, pages 119–133. Internaonal Associaon for Fire Safety Science, 1991.

4. Hurley, M.J., ed., SFPE Handbook of Fire Protecon Engineering. Springer, NY. NY., 5th edion, 2016.

5. Fire Protecon Handbook. Naonal Fire Protecon Associaon, Quincy, Massachuses,20th ed., 2008.

6. Drysdale, D., An Introducon to Fire Dynamics. John Wiley and Sons, New York, 2nd edion, 2002.

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7. Madrzykowski, D., Fire Dynamics: The Science of Fire Fighng, Internaonal Fire Service Journal of Leadership and Management, FPP/IFSTA, Sllwater, OK., Vol 7, 2013.

8. Kerber, S., Analysis of Changing Residenal Fire Dynamics and Its Implicaons on Firefighter Operaonal Timeframes. Fire Technology, 48:865–891, October 2012.

8. Stroup, D.W., Madrzykowski, D., Walton, W.D., and Twilley, W., Structural Collapse Fire Tests: Single Story, Ordinary Construcon Warehouse, Naonal Instute of Standards and Technology, Gaithersburg, MD., NISTIR 6959, May 2003.

10. Stroup, D,W., Bryner, N.P., Lee, J., McElroy, J., Roadarmel, G., and Twilley, W.H., Structural Collapse Fire Tests: Single Story, Wood Frame Structures, Naonal Instute of Standards and Technology, Gaithersburg, MD., NISTIR 7094, March 2004.

11. Izydorek, M.S., Zeeveld, P. A ., Samuels, M.D., Smyser, J.P., Report on Structural Stability of Engineered Lumber in Fire Condions. Underwriters Laboratories, Northbrook, Illinois, September 2008.

12. Kerber, S., Madrzykowski, D., Dalton, J., and Backstrom, R., Improving Fire Safety by Understanding the Fire Performance of Engineered Floor Systems and Providing the Fire Service with Informaon for Taccal Decision Making. Underwriters Laboratories, Northbrook, Illinois, March 2012.

13. Madrzykowski, D. and Kent, J., Examinaon of the Thermal Condions of a Wood Floor Assembly above a Compartment Fire, Naonal Instute of Standards and Technology, Gaithersburg, MD., NISTTN 1709, July 2011.

14. Madrzykowski, D. and Kerber, S., Fire Fighng Taccs Under Wind Driven Condions: Laboratory Experiments, Naonal Instute of Standards and Technology, Gaithersburg, MD., NISTTN 1618, January 2009.

15. Kerber, S. and Madrzykowski, D., Fire Fighng Taccs Under Wind Driven Condions: 7 Story Building Experiments, Naonal Instute of Standards and Technology, Gaithersburg, MD., NISTTN 1629, April 2009.

16. Kerber, S., Impact of venlaon on fire behavior in legacy and contemporary residenal construcon. Underwriters Laboratories, Northbrook, Illinois, December 2010.

17. Kerber, S., Study of the effecveness of fire service vercal venlaon and suppression taccs in single family homes. Underwriters Laboratories, Northbrook, Illinois, June 2013.

18. Kerber, S. and Walton, W.D., Effect of Posive Pressure Venlaon on a Room Fire, Naonal Instute of Standards and Technology, Gaithersburg, MD., NISTIR 7213, March 2005.

19. Kerber, S. and Walton, W.D., Full‐Scale Evaluaon of Posive Pressure Venlaon In a Fire Fighter Training Building. Naonal Instute of Standards and Technology, Gaithersburg, MD., NISTIR 7342, July 2006.

20. Kerber, S., Madrzykowski, D., and Stroup, D.W., Evaluang Posive Pressure Venlaon In Large Structures: High‐ Rise Pressure Experiments. Naonal Instute of Standards and Technology, Gaithersburg, MD., NISTIR 7412, March 2007.

21. Kerber, S., and Madrzykowski, D., Evaluang Posive Pressure Venlaon In Large Structures: High‐Rise Fire Experiments, Naonal Instute of Standards and Technology, Gaithersburg, MD., NISTIR 7468, November 2007.

22. Kerber, S., and Madrzykowski, D., Evaluang Posive Pressure Venlaon In Large Structures: School Pressure and Fire Experiments. Naonal Instute of Standards and Technology, Gaithersburg, MD., NISTTN 1498, July 2008.

23. Zevotek, R. and Kerber, S., Study of the effecveness of fire service posive pressure venlaon during fire aack in single family homes incorporang modern construcon pracces. UL Firefighter Safety Research Instute, Columbia, Maryland, May 2016.

24. Madrzykowski, D., Kerber, S., and Zipperer, J., Scienfic Research for the Development of More Effecve Taccs ‐ Governors Island Experiments Training: Governors Island Experiments, July 2012. Accessed January 3 2018, from hp://ulfirefightersafety.org/resources .

25. ISFSI, The Principles of Modern Fire Aack Course Accessed January 3 2018, from hp://www.isfsi.org/p/cl/et /cid=1000

26. Weinschenk, C., Stakes, K., and Zevotek, R Impact of fire aack ulizing interior and exterior streams on

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firefighter safety and occupant survival: air entrainment. UL Firefighter Safety Research Instute, Columbia, Maryland, December 2017.

27. Knapp, J., Pillsworth, T., and White, S., Nozzle Tests Prove Fireground Realies, Part 1. Fire Engineering, February 2003.

28. Knapp, J., Pillsworth, T., and White, S., Nozzle Tests Prove Fireground Realies, Part 2. Fire Engineering, September 2003.

29. Knapp, J., Pillsworth, T., and White, S., Nozzle Tests Prove Fireground Realies, Part 3. Fire Engineering, September 2003.

30. Willi, J., Weinschenk, C., and Madrzykowski, D., Impact of Hose Streams on Air Flows Inside a Structure. NISTTN 1938, Naonal Instutes of Standards and Technology, Gaithersburg, MD, 2016.

31. Weinschenk, C., Stakes, K., and Zevotek, R Impact of fire aack ulizing interior and exterior streams on firefighter safety and occupant survival: water mapping. UL Firefighter Safety Research Instute, Columbia, Maryland, December 2017.

32. Zevotek, R., Stakes, K., and Willi, J., Impact of fire aack ulizing interior and exterior streams on firefighter safety and occupant survival: full scale experiments. UL Firefighter Safety Research Instute, Columbia, Maryland, December 2017.

33. Horn, G.P., Kerber, S., Fent, K.W., Fernhall, B., and Smith, D.L.. Cardiovascular and Chemical Exposure Risks in Modern Firefighng, Interim Technical report, Illinois Fire Service Instute, University of Illinois‐Urbana/Champaign, 2016.

34. Horn, G.P., Kesler, R.M., Kerber, S., Fent, K.W., Schroeder, T.J., Sco, W.S., Fehling, P.C., Fernhall, B. and Smith, D.L., Thermal response to firefighng acvies in residenal structure fires: Impact of Job Assignment and Suppression Tacc. Ergonomics, 0(0):1–16, 0. PMID:28737481.

35. CDC, NIOSH, FIRE FIGHTER FATALITY INVESTIGATION AND PREVENTION. Accessed January 4, 2018 from hps://www.cdc.gov/niosh/fire/default.html

Statement of Problem and Substantiation for Public Input

Adding references that are being used in other chapters of the guide.

Submitter Information Verification

Submitter Full Name: Daniel Madrzykowski Organization: UL Firefighter Safety Research Street Address: City: State: Zip: Submittal Date: Thu Jan 04 19:11:10 EST 2018

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Public Input No. 145-NFPA 1700-2018 [ Section No. 2.3.9 ]

2.3.9 Internet References. http https ://www. fsi.illinois.edu/content/research/ https://ulfirefightersafety.org/ https://www. nist.gov/el/fire _ - research /firetech/project_tactics.cfm -division-73300/firegov-fire-service hps://www.cdc.gov/niosh/fire/default.html hp://www. rauchverschluss isfsi . de/index_e.htm org/p/cl/et/cid=1000 hp://www. firemarshalsarchives isfsi .org/ pdf/FireSafetyGreenBuildingHiResFINALv3sec.pdf p/cl/et/cid=1000

Statement of Problem and Substantiation for Public Input

Added websites references for UL FSRI, IFSI, CDC_NIOSH. Replaced NIST web reference with a more useful one. However many of the links on the NIST website are not functional. Removed a reference to a product advertisement and deleted a link that was not functioning at all.

Submitter Information Verification

Submitter Full Name: Daniel Madrzykowski Organization: UL Firefighter Safety Research Street Address: City: State: Zip: Submittal Date: Thu Jan 04 19:13:48 EST 2018

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Public Input No. 76-NFPA 1700-2017 [ Section No. 3.3.2 ]

3.3.2* Decontamination. The process of removing contaminants such as soot, particulate, and fireground chemicals to clean fireground tools and equipment and prevent the spread of contamination to other persons or equipment. A.3.3.2 Decontamination is sometimes abbreviated as “decon.” "Decon” to appendix

Statement of Problem and Substantiation for Public Input

Per manual of style

Submitter Information Verification

Submitter Full Name: John Brunacini Organization: Blue Card Street Address: City: State: Zip: Submittal Date: Thu Dec 07 09:57:13 EST 2017

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Public Input No. 52-NFPA 1700-2017 [ Section No. 3.3.5 ]

3.3.5 Exclusion Zone. An area where no personnel may enter due to imminent hazard(s) or the need to protect potential evidence. Revise Exclusion Zone to: An area where no personnel may enter, due to imminent hazard(s), issued PPE will not protect against the hazard or the need to protect potential evidence.

Additional Proposed Changes

File Name Description Approved OFS_SOP_SA_03.02_Hazard_Control_Zones.pdf

Statement of Problem and Substantiation for Public Input

The Exclusion Zone as written speaks only to imminent hazards and needs for continuity of evidence and does not link the inability of PPE (control) to protect against the hazard as a test for demarcating the hazard control zone. The revision aligns the Exclusion Zone definition with the Hazard Control Zone definition.

Related Public Inputs for This Document

Related Input Relationship Public Input No. 38-NFPA 1700-2017 [Section No. 3.3.8] Similar but distinguishable by scope of control

Submitter Information Verification

Submitter Full Name: Peter McBride Organization: Ottawa Fire Service Street Address: City: State: Zip: Submittal Date: Wed Dec 06 15:41:07 EST 2017

17 of 162 3/5/2018, 7:10 PM Ottawa Fire Services Standard Operating Procedure

CLASSIFICATION # SOP SA 03.02 Safety- Incident Safety SUBJECT Hazard Control Zones – Revised LAST REVISED November 3, 2017 AUTHORITY

Policy Hazard Control Zones shall be established, and physically separate the emergency scene according to levels of risk and appropriate Personal Protective Equipment (PPE) usage. Purpose To protect the public and reduce the risks to Ottawa Fire Services (OFS) personnel attending emergency incidents. Scope All OFS Personnel at an emergency scene. Procedure RULES

The physical or conceptual demarcation of an emergency scene according to levels of risk and the associated personal protective equipment (PPE) usage shall be implemented at all incidents. The establishment of Hazard Control Zones with scene tape may not be practical or possible, given the nature or location of the incident. In cases where it is impossible or impractical to physically mark the Hazard Control Zones, they shall be identified and communicated by Command to Sector Officers. Command shall ensure appropriate PPE selection and usage for the emergency in accordance with Hazard Control Zone concepts. Situations that may require the establishment of Hazard Control Zones include, but are not limited to, the following examples: Fires Hazardous materials (CBRNE) Hazardous energy (electric, pneumatic, hydraulic) Specialized Rescue Mass Casualty Collapse potential Hostile Events

Issue Date: Last Reviewed: Next Review: Page 1 of 5 August 23, 2001 November 3, 2017 November 3, 2019 SOP SA 03.02 Hazard Control Zones – Revised

Ottawa Fire Services Standard Operating Procedure

ACTIONS 1.0 Hazard Control Zones 1.1 Green scene tape shall be used to establish a public exclusion zone and mark the beginning of “Cold Zone” where PPE is not required. This area is suitable for locating the command post and other support functions for the control of the incident. This Hazard Control Zone is typically used at a Hazmat Incident. 1.2 Yellow scene tape shall be used to establish the “Warm Zone”, a limited access area for personnel directly aiding or in support of operations in the hot zone where personnel shall wear PPE suitable for the hazards present. * Note: Back- up team members (RIT, HazMat, etc.) must be in the same level of PPE as hot zone personnel. 1.3 Red scene tape shall be used to establish the “Hot Zone”. This is the primary incident hazard area where mitigation is executed and is deemed to be immediately dangerous to life and health (IDLH), and where personnel shall wear PPE suitable for the hazards encountered. 1.4 Red and White Chevron scene tape shall be used to establish an “Exclusion Zone” where no personnel may enter, due to imminent hazard(s), issued PPE will not protect against the hazard or the need to protect evidence.

RESPONSIBILITIES Command shall: Ensure Hazard Control Zones are established when required. All Incident Personnel shall: Wear appropriate PPE for the Hazard Control Zone they enter. The Safety Officer shall: Monitor that PPE selected for each Hazard Control Zone is appropriate.

References and Related Areas of Interest

SOP FI 03.1-2001 Incident Management System SOP SA 02.1-2001 Accountability-Entry Control NFPA 1500, Standard on Fire Department Occupation Safety and Health Program. NFPA 1521, Standard on Fire Department Incident Safety Officer

Issue Date: Last Reviewed: Next Review: Page 2 of 5 August 23, 2001 November 3, 2017 November 3, 2019 SOP SA 03.02 Hazard Control Zones – Revised

Ottawa Fire Services Standard Operating Procedure

Attachments Hazard Control Zone Diagram Hazmat Hazard Control Zone Diagram

(Original signed by A/Fire Chief Ayotte) ______K. Ayotte A/Fire Chief Ottawa Fire Services Emergency & Protective Services

Note: Station Officers shall review SOP with all assigned personnel.

Originating Section/Division: Safety Division

Issue Date: Last Reviewed: Next Review: Page 3 of 5 August 23, 2001 November 3, 2017 November 3, 2019 SOP SA 03.02 Hazard Control Zones – Revised

National Fire Protection Association Report https://submittals.nfpa.org/TerraViewWeb/ContentFetcher?commentPar...

Public Input No. 77-NFPA 1700-2017 [ Section No. 3.3.6 ]

3.3.6 Flameover. (Reserved) No definition is provided . A similar term is . Do we need both terms

Statement of Problem and Substantiation for Public Input

No definition provided. Similar to roll over. Do we need both terms

Submitter Information Verification

Submitter Full Name: John Brunacini Organization: Blue Card Street Address: City: State: Zip: Submittal Date: Thu Dec 07 10:03:08 EST 2017

18 of 162 3/5/2018, 7:10 PM National Fire Protection Association Report https://submittals.nfpa.org/TerraViewWeb/ContentFetcher?commentPar...

Public Input No. 78-NFPA 1700-2017 [ Section No. 3.3.7 ]

3.3.7 Gross Decontamination. The initial phase of the decontamination process during which the amount of surface contaminant is significantly reduced by removing bulk contaminants and substances from the surface of the equipment or tools using some form of brushing, wetting agent, and/or detergents. Often gross decontamination is conducted on-scene as an initial step of the decon process.

Statement of Problem and Substantiation for Public Input

Remove last sentence, too descriptive

Submitter Information Verification

Submitter Full Name: John Brunacini Organization: Blue Card Street Address: City: State: Zip: Submittal Date: Thu Dec 07 10:09:19 EST 2017

19 of 162 3/5/2018, 7:10 PM National Fire Protection Association Report https://submittals.nfpa.org/TerraViewWeb/ContentFetcher?commentPar...

Public Input No. 38-NFPA 1700-2017 [ Section No. 3.3.8 ]

3.3.8 Hazard Zone. The physical or conceptual demarcation of an emergency scene according to levels of risk and the associated personal protective equipment (PPE) usage. The hot, warm, and cold zones are all zones within the “hazard zone” classification. Revise to defined Hazard Zone term to: Hazard Control Zones The second sentence should be revised to include the exclusion zone to read: The exclusion, hot, warm, and cold zones are all zones within the " hazard control zone " classification.

Additional Proposed Changes

File Name Description Approved OFS_SOP_SA_03.02_Hazard_Control_Zones.pdf

Statement of Problem and Substantiation for Public Input

The term Hazard Zone is intended to convey and demarcate different levels of risk and guide the level of control (e.g. PPE usage or area avoidance) and the term does not link the concept of controls for the hazard in the mind of response personnel. The proposed term change to Hazard Control Zones links hazards to the need for controls which was the intent of the inclusion of the term in the definition file. Additionally, the change in the second sentence is to support the concept of a no go area, again reflecting the need to convey a control when PPE will not protect response personnel and corrects the omission of exclusion zone as the term Exclusion Zone is already included within the Chapter 3 Definitions file under 3.3.5.

Related Public Inputs for This Document

Related Input Relationship Public Input No. 52-NFPA 1700-2017 [Section No. 3.3.5]

Submitter Information Verification

Submitter Full Name: Peter McBride Organization: Ottawa Fire Service Street Address: City: State: Zip: Submittal Date: Wed Dec 06 14:58:45 EST 2017

20 of 162 3/5/2018, 7:10 PM Ottawa Fire Services Standard Operating Procedure

CLASSIFICATION # SOP SA 03.02 Safety- Incident Safety SUBJECT Hazard Control Zones – Revised LAST REVISED November 3, 2017 AUTHORITY Fire Chief

Policy Hazard Control Zones shall be established, and physically separate the emergency scene according to levels of risk and appropriate Personal Protective Equipment (PPE) usage. Purpose To protect the public and reduce the risks to Ottawa Fire Services (OFS) personnel attending emergency incidents. Scope All OFS Personnel at an emergency scene. Procedure RULES

The physical or conceptual demarcation of an emergency scene according to levels of risk and the associated personal protective equipment (PPE) usage shall be implemented at all incidents. The establishment of Hazard Control Zones with scene tape may not be practical or possible, given the nature or location of the incident. In cases where it is impossible or impractical to physically mark the Hazard Control Zones, they shall be identified and communicated by Command to Sector Officers. Command shall ensure appropriate PPE selection and usage for the emergency in accordance with Hazard Control Zone concepts. Situations that may require the establishment of Hazard Control Zones include, but are not limited to, the following examples: Fires Hazardous materials (CBRNE) Hazardous energy (electric, pneumatic, hydraulic) Specialized Rescue Mass Casualty Collapse potential Hostile Events

Issue Date: Last Reviewed: Next Review: Page 1 of 5 August 23, 2001 November 3, 2017 November 3, 2019 SOP SA 03.02 Hazard Control Zones – Revised

Ottawa Fire Services Standard Operating Procedure

ACTIONS 1.0 Hazard Control Zones 1.1 Green scene tape shall be used to establish a public exclusion zone and mark the beginning of “Cold Zone” where PPE is not required. This area is suitable for locating the command post and other support functions for the control of the incident. This Hazard Control Zone is typically used at a Hazmat Incident. 1.2 Yellow scene tape shall be used to establish the “Warm Zone”, a limited access area for personnel directly aiding or in support of operations in the hot zone where personnel shall wear PPE suitable for the hazards present. * Note: Back- up team members (RIT, HazMat, etc.) must be in the same level of PPE as hot zone personnel. 1.3 Red scene tape shall be used to establish the “Hot Zone”. This is the primary incident hazard area where mitigation is executed and is deemed to be immediately dangerous to life and health (IDLH), and where personnel shall wear PPE suitable for the hazards encountered. 1.4 Red and White Chevron scene tape shall be used to establish an “Exclusion Zone” where no personnel may enter, due to imminent hazard(s), issued PPE will not protect against the hazard or the need to protect evidence.

RESPONSIBILITIES Command shall: Ensure Hazard Control Zones are established when required. All Incident Personnel shall: Wear appropriate PPE for the Hazard Control Zone they enter. The Safety Officer shall: Monitor that PPE selected for each Hazard Control Zone is appropriate.

References and Related Areas of Interest

SOP FI 03.1-2001 Incident Management System SOP SA 02.1-2001 Accountability-Entry Control NFPA 1500, Standard on Fire Department Occupation Safety and Health Program. NFPA 1521, Standard on Fire Department Incident Safety Officer

Issue Date: Last Reviewed: Next Review: Page 2 of 5 August 23, 2001 November 3, 2017 November 3, 2019 SOP SA 03.02 Hazard Control Zones – Revised

Ottawa Fire Services Standard Operating Procedure

Attachments Hazard Control Zone Diagram Hazmat Hazard Control Zone Diagram

(Original signed by A/Fire Chief Ayotte) ______K. Ayotte A/Fire Chief Ottawa Fire Services Emergency & Protective Services

Note: Station Officers shall review SOP with all assigned personnel.

Originating Section/Division: Safety Division

Issue Date: Last Reviewed: Next Review: Page 3 of 5 August 23, 2001 November 3, 2017 November 3, 2019 SOP SA 03.02 Hazard Control Zones – Revised

National Fire Protection Association Report https://submittals.nfpa.org/TerraViewWeb/ContentFetcher?commentPar...

Public Input No. 80-NFPA 1700-2017 [ Section No. 3.3.9 ]

3.3.9 Indirect WATER Application. Fire-fighting operations involving the application of extinguishing agents to reduce the buildup of heat released from a fire with the intention of suppressing the fire without applying the agent directly onto the burning surface. Term should include water - "Indirect water application"

Statement of Problem and Substantiation for Public Input

The term is vague without "water" in it

Submitter Information Verification

Submitter Full Name: John Brunacini Organization: Blue Card Street Address: City: State: Zip: Submittal Date: Thu Dec 07 10:12:38 EST 2017

21 of 162 3/5/2018, 7:10 PM National Fire Protection Association Report https://submittals.nfpa.org/TerraViewWeb/ContentFetcher?commentPar...

Public Input No. 82-NFPA 1700-2017 [ Section No. 3.3.10 ]

3.3.10 Neutral Plane. (Reserved) Suggested definition: A plane (line) that separates a bi-directional vent from high pressure (exhaust) and low pressure (intake)

Statement of Problem and Substantiation for Public Input

No definition provided

Submitter Information Verification

Submitter Full Name: John Brunacini Organization: Blue Card Street Address: City: State: Zip: Submittal Date: Thu Dec 07 10:20:57 EST 2017

22 of 162 3/5/2018, 7:10 PM National Fire Protection Association Report https://submittals.nfpa.org/TerraViewWeb/ContentFetcher?commentPar...

Public Input No. 84-NFPA 1700-2017 [ Section No. 3.3.12 ]

3.3.12 Positive/Over-pressure. (Reserved) Remove from document

Statement of Problem and Substantiation for Public Input

This term is not referred to in the document.

Submitter Information Verification

Submitter Full Name: John Brunacini Organization: Blue Card Street Address: City: State: Zip: Submittal Date: Thu Dec 07 10:22:53 EST 2017

23 of 162 3/5/2018, 7:10 PM National Fire Protection Association Report https://submittals.nfpa.org/TerraViewWeb/ContentFetcher?commentPar...

Public Input No. 85-NFPA 1700-2017 [ Section No. 3.3.13 ]

3.3.13 Pyrolyzates. (Reserved) Misspelled - Pyrolysates - product of pyrolysis or a product of decomposition due to head, a product of a chemical change caused by heat – NFPA 921

Statement of Problem and Substantiation for Public Input

Misspelled and no definition provided

Submitter Information Verification

Submitter Full Name: John Brunacini Organization: Blue Card Street Address: City: State: Zip: Submittal Date: Thu Dec 07 10:24:15 EST 2017

24 of 162 3/5/2018, 7:10 PM National Fire Protection Association Report https://submittals.nfpa.org/TerraViewWeb/ContentFetcher?commentPar...

Public Input No. 28-NFPA 1700-2017 [ New Section after 3.3.14 ]

Rapid Fire Development - New Definitions and Taxonomy of Definition

A wide variety of terms have been noted and defined by various sources to define transition situations in which the fire environment rapidly deteriorates. In many cases there is little quantitative – or even distinct qualitative – distinguishing characteristics between the various terms. It is proposed that fire behaviour related to these transient situations be grouped into a category called Rapid Fire Development (RFD), defined here as: Rapid Fire Development: A transient phase in fire behaviour accompanied by a rapid increase in heat release rate of the fire & temperature in the environment, sometimes accompanied by the generation of over-pressure.

RFDs are subdivided into two main categories of phenomena:

Flashover with its existing deinition and Smoke Ignition as a new deinition along with taxonomy. Smoke Ignition: The ignition of the products of pyrolysis and incomplete combustion interior or exterior to the fire compartment due to the accumulated smoke layer falling within its flammability range and either auto-igniting or igniting due to an ignition source.

Smoke ignition is then further subdivided into three separate developments Smoke Explosion; Backdraft; and (propagating lame fronts including rollovers) : Smoke Explosion: A rapid fire development that occurs when a smoke-air mixture falls within its flammable range, either external or internal to the room of origin and is ignited, resulting in a significant pressure front. Backdraft: A deflagration resulting from the sudden introduction of air into a confined space containing oxygen-deficient products of incomplete combustion. [i] Flash Fire: A fire that spreads by means of a flame front rapidly through a diffuse fuel, such as a dust, gas, or the vapours of an ignitable liquid, without the production of damaging pressure. [i]

[i] NFPA 921, 3.3.87 2017

[i] NFPA 921, 3.3.17 2017

Additional Proposed Changes

File Name Description Approved FKTP_Rapid_Fire_Development_Final_Draft_Support_to_NFPA_1700_Submission.docx

Statement of Problem and Substantiation for Public Input

A wide variety of terms have been noted and defined by various sources to define transition situations in which the fire environment rapidly deteriorates. In many cases there is little quantitative – or even distinct qualitative – distinguishing characteristics between the various terms. The proposed definitions and taxonomy provide clarity on operational definition of these terms thereby highlighting their similarities and differences in terms of the means of identify and measuring these definitions. Chapter 6 - 6.10 and 6.11 should be informed by these definitions.

Submitter Information Verification

25 of 162 3/5/2018, 7:10 PM National Fire Protection Association Report https://submittals.nfpa.org/TerraViewWeb/ContentFetcher?commentPar...

Submitter Full Name: Peter McBride Organization: Ottawa Fire Service Street Address: City: State: Zip: Submittal Date: Wed Dec 06 13:35:14 EST 2017

26 of 162 3/5/2018, 7:10 PM Rapid Fire Development A wide variety of terms have been noted and defined by various sources to define transition situations in which the fire environment rapidly deteriorates. In many cases there is little quantitative – or even distinct qualitative – distinguishing characteristics between the various terms. In this section, the fire behaviour related to these transient situations is grouped into a category called Rapid Fire Development (RFD), defined here as: Rapid Fire Development: A transient phase in fire behaviour accompanied by a rapid increase in heat release rate of the fire & temperature in the environment, sometimes accompanied by the generation of over‐pressure. These RFDs are subdivided into two main categories of phenomena: flashover and smoke ignition. Smoke ignition is then further subdivided into three separate developments: smoke explosion; backdraft; and flash fire (propagating flame fronts including rollovers) as shown in Figure 1.

Figure 1: Rapid Fire Developments

Flashover is considered separately as it involves a thermal feedback, which leads to the transition to a fully developed fire, while smoke ignitions involve the ignition – either auto or piloted – of smoke. Smoke ignitions are distinguished by the temperature of the mixture prior to ignition as well as the amount of pressure generated following ignition. These developments will be described by how they are likely to develop, how they are likely to be recognized, and the hazards they pose to firefighters. Flashover The most common of the RFDs is flashover, which is identified as a transition stage of fire growth. Flashover is a thermally driven event stemming from the situation in which a fire generates sufficient heat to overcome heat losses – to the ceiling, walls and floor as well as the energy lost through any openings – creating an imbalance and energy feedback loop that results in the heat release rate increasing to its maximum value for that situation. Flashover: A transition phase in the development of a compartment fire in which surfaces exposed to thermal radiation reach ignition temperature more or less simultaneously and fire spreads rapidly throughout the space, resulting in full room involvement or total involvement of the compartment or enclosed space.i The actual values of temperature and HRR will depend on many factors such as: room size; lining materials; fuel types & loading; as well as ventilation. The enhanced HRR is accompanied by a combination of one or all of: ‐ A sharp (often termed exponential) temperature increase in the smoke; ‐ Preheating of adjacent fuel surfaces to the point of piloted ignition; and ‐ Remote (non‐piloted) ignition of other surrounding fuels. The end effect is a transition to a fully developed fire, and flaming combustion might occur external to the enclosure where there is sufficient availability of oxygen. A flashover may also occur following another RFD or as the end result of a change in ventilation conditions in the fire enclosure such as breaking of a window or the opening of a door. It is extremely important that firefighters understand that flashovers can occur following a change in the ventilation profile. This can occur, for example, following under‐ventilation of a fire, following a smoke ignition, as well as during the normal development of a fire. Whether a fire proceeds to flashover is dependent on whether the fire releases sufficient heat to start this feedback loop, as well as whether sufficient fuel and air are available to sustain combustion until the tipping point for flashover is reached. The other rapid fire developments discussed are distinct from flashover since they are not driven by a thermal imbalance in the compartment. They involve accumulation of smoke, which mixes with additional air and ignites and therefore are considered together under the category of smoke ignition. Smoke Ignition The smoke ignition category includes a spectrum of possible developments and outcomes related to the accumulation, movement and mixing of smoke with additional air to create a flammable mixture, which subsequently ignites and burns. To explain these RFDs, and discuss how they are related to conditions within the fire environment, it is best to review two concepts previously examined: smoke and flammability. One of the primary reasons for the wide range of terms and lack of quantitative, or even distinct qualitative definitions can be understood through a review of the definition of smoke. Smoke: The airborne solid and liquid particulates and gases evolved when a material undergoes pyrolysis or combustion, together with a quantity of air that is entrained or otherwise mixed into the mass.ii Smoke is produced during the heating, smouldering, or flaming combustion of solid, liquid, and gaseous fuels. The composition of smoke varies widely, depending on: the type of fuel; the conditions of heating; the combustion or pyrolysis reactions; as well as the ambient conditions of the compartment such as: concentration of oxygen; ventilation conditions; and temperature. Due to the tremendous variability in conditions encountered during a fire, it is important to consider all of the products of combustion, pyrolysis, and vaporization as smoke. Of critical importance to the firefighter is the understanding that smoke is fuel. Smoke ignition and the ensuing developments present potential risks due to further fire extension or deterioration of existing fire conditions. Also related to the risk posed by smoke ignition is the concept of a fuel’s flammable range. As was described previously, for flaming combustion to occur, the mixture of fuel and air must be within the flammability limits for that fuel. Because smoke is composed of many different constituents, its flammability limits are not very well defined when we consider it as fuel. The concept of an auto‐ignition temperature for a smoke‐air mixture will therefore not be a single temperature, but will occur across a range of temperatures due to the different auto‐ignition temperatures of the components of the mixture. Nonetheless, as with any gaseous mixture of fuel and air, there will be a range of concentrations of smoke in air that can sustain propagation of flames (the flammability range). The energy released during combustion will also vary depending on how well mixed the mixture is, and also how close the concentration of fuel in the mixture is to its ideal concentration in air. The better mixed and the closer the mixture is to ideal, the greater the possible HRRs and temperatures. If confined, when the mixture is close to ideal and well mixed, higher over‐pressures may be generated. With these concepts in mind, we can return to a discussion of the RFDs that are grouped together in the category of smoke ignition, defined as follows: Smoke Ignition: The ignition of the products of pyrolysis and incomplete combustion interior or exterior to the fire compartment due to the accumulated smoke layer falling within its flammability range and either auto‐igniting or igniting due to an ignition source. Events related to smoke ignition usually occur after a compartment fire has become under‐ventilated and a volume of smoke has accumulated. For a smoke ignition to occur, the fuel/air mixture in this volume must be within its flammability range, or sufficient mixing must occur between air and a fuel rich mixture that is initially above the upper flammability limit. If the mixture is within its flammable range and the volume encounters an ignition source of sufficient energy, or is above its auto‐ignition temperature, it will ignite. If the initial mixture is above its flammable range, it must first mix with sufficient additional air to be within the flammable range, following which it too can ignite. RFDs under the category of smoke ignition are further broken into smoke explosions, , and flash fires, depending on: the sequence of events that culminate in ignition; how the flame propagates through the mixture; and on the potential consequences of that event. In general, there are no consistent quantitative definitions for these events; instead, they relate to a spectrum of different phenomena that are described below. Smoke Explosion A smoke explosion can occur either inside, or outside the fire compartment when an accumulation of fuel‐rich smoke mixes with additional air and falls within its flammable range. Smoke Explosion: A rapid fire development that occurs when a smoke‐air mixture falls within its flammable range, either external or internal to the room of origin and is ignited, resulting in a significant pressure front.

One common example occurs when smoke migrates and accumulates in hidden areas – such as other rooms, or void spaces including: cocklofts; attics; or voids within walls – then mixes with air to fall within its flammable range and encounters an ignition source, resulting in a flame front propagating through the mixture. If the ignition occurs in a relatively confined volume, or if obstacles promote turbulence, the flame front may accelerate, leading to an over‐pressure situation that may result in structural damage. Smoke explosions can occur in areas remote to active fire suppression and can project flames, hot gases and pressure waves some distance from their point of origin. If this occurs it poses an additional hazard since firefighters in the vicinity of the explosion may not be wearing full protective equipment. A smoke explosion can also occur within a compartment without any change in ventilation and catch firefighters unaware.iii In this case, the smoke explosion occurs following decay of a fire in a closed compartment due to under‐ventilation. Despite a reduction in HRR and temperature, smouldering combustion and/or pyrolysis will continue to generate smoke that accumulates in the compartment. Small amounts of leakage that naturally occur will introduce fresh air into the compartment, and as this air mixes with the smoke, the mixture may fall within the flammable range. If and when the mixture local to an ignition source – such as remaining flames, embers, smouldering combustion or heated surfaces – falls in the flammable range it will ignite and a flame front will propagate. As this process can take significant time, the resultant mixture may be well mixed when it eventually ignites and the flame front may propagate quickly. When confined in the compartment, this series of events can lead to the build up of a significant over‐pressure. The resulting smoke explosion can cause significant damage to the structure and/or result in injury or death of nearby fire fighters. Backdraft Backdrafts are widely studied and referenced events, caused when the ventilation of an under‐ventilated fire compartment is suddenly changed and fresh air enters the compartment.iv Like a smoke explosion, backdrafts are accompanied by significant over‐pressure. Backdraft: A deflagration resulting from the sudden introduction of air into a confined space containing oxygen‐deficient products of incomplete combustion.v Backdrafts begin with the fire entering an under‐ventilated state resulting in the accumulation of flammable smoke in the compartment. During this phase of fire development, a change in the ventilation occurs, such as a window breaking or a firefighter opening the door to the compartment. As hot smoke exits above, fresh, cooler air enters below fed by a gravity current, mixing with the compartment gases. Ignition can occur along the smoke/air interface through auto‐ignition or when a pocket of flammable mixture reaches an ignition source within the compartment. The resulting flame front will propagate through any regions of flammable mixture, promoting turbulence and additional mixing of smoke and air. The flammability of the mixture that is ignited will depend on many variables. If the ignition source is more remote – allowing more time for the smoke and air to mix – or if more turbulent mixing takes place – due to obstructions in the air tract – the smoke and air are more likely to be closer to an ideal mixture, resulting in faster flame propagation and higher flame temperatures. Regardless of the mixture ratio, the ignition pushes unburned fuel rich gases ahead of the burning smoke/air mixture as it expands. A large fireball results as the burning flammable smoke/air mixture is forced (under pressure) from the enclosure. The over‐pressures and dramatic fireballs produced during backdraft can result in damage to the structure, extension of the fire beyond the fire compartment, as well as pose severe risks to firefighters who are in its path. The risk of a backdraft is highest shortly after a change in ventilation conditions. Despite developing in similar ways to a smoke explosion, there are key characteristics that differentiate backdrafts from smoke explosions: ‐ A backdraft occurs because of a change in ventilation, which produces a gravity current. ‐ Backdrafts emanate as smoke is pushed ahead of the flame front resulting in the characteristic fireball emanating from the opening. Flash Fires (Propagating Flame Fronts) This category of smoke ignition comprises a series of RFDs that are characterized by several differing modes of flame propagation through smoke air mixtures. In contrast to backdrafts and smoke explosions, the flame propagation in these situations does not result in the generation of any significant over‐pressure. Two manifestations of flame propagation that fall into this category: ‐ Flash fires, where a flame moves through a flammable mixture with considerable speed, but does not develop a significant over‐pressure. ‐ Rollovers, where a flame front or pockets of smoke‐air mixture ignite and move slowly through a mixture. Rollovers are also considered as an early and important indication of impending flashover. We will use a definition for flash fire while not specifying heat flux or duration as is specified for the flame‐resistant garments.vi Flash Fire: A fire that spreads by means of a flame front rapidly through a diffuse fuel, such as a dust, gas, or the vapours of an ignitable liquid, without the production of damaging pressure.vii Another process that involves flame propagation through a smoke layer is commonly referred to as rollover. Rollover: The condition in which unburned fuel (pyrolysate) from the originating fire has accumulated in the ceiling layer to a sufficient concentration (i.e., at or above the lower flammable limit) that it ignites and burns. Rollover can occur without ignition of or prior to the ignition of other fuels separate from the origin.viii In either case, an under‐ventilated or smouldering fire produces fuel‐rich smoke, the smoke mixes with air to fall within the flammable range and then is ignited, either by auto‐ignition or when exposed to an ignition source. These RFD events can happen within a compartment – such as during overhaul, when embers or sparks might act as an ignition source – or external to the room of origin in any remote location where a combustible mixture has collected. Depending on the details of the situation, combustion may occur rapidly throughout a volume of diffuse smoke‐air mixture (flash fire), along the boundary between the smoke and air layers (rollover) or within the smoke volume in pockets where smoke and air have mixed to within the flammable range. If the combusting mixture is far from its ideal mixture, as would likely be the case for the diffusion flame propagating along a smoke‐air interface, the flame temperatures and propagation speeds will be lower than would be the case for more premixed or near ideal mixtures. Independent of the exact nature of flame propagation, if sufficient heat is released in the burning regions, these situations can result in significant damage due to thermal radiation, direct flame impingement, remote ignition of fuels at some distance from the fire origin and can also potentially trip the transition required to initiate a flashover. Distinguishing between Smoke Ignitions We will further distinguish between the different types of smoke ignition in two ways: the amount of over‐pressure generated, and the temperature of the initial mixture. A graphical representation of how these RFDs are related is shown in Figure 2. It is not useful to argue exactly which term should be used to describe a particular observed event given the lack of consistent quantitative definitions. Rather, the terms applied describe extremes over a wide variation of possible manifestations of RFDs. While Figure 2 only notes four different rapid fire developments, it allows us to understand how different developments may be perceived by firefighters, as well as how they relate to each other in the following ways: ‐ Flash fires are developments that can evolve from mixtures with a wide variety of starting temperatures, but they generate low over‐pressure. ‐ Smoke Explosions can occur in mixtures when they are at lower temperatures; the over‐pressure generated tends to be the highest of all the RFDs. ‐ Backdrafts are more likely to involve mixtures of smoke and air that are initially at higher temperatures. They evolve from gravity current induced ventilation of a fire compartment and produce a characteristic fireball emanating from an opening. ‐ As the temperature of a mixture increases, a change in ventilation that might result in a backdraft is more likely to involve rollover as the mixture falls within its flammability limits, and less over‐pressure will likely be generated. ‐ Rollovers are examples of flash fire developments that typically occur in smoke‐air mixtures that are within the flammability limits and above their auto‐ignition temperature.

Figure 2: Smoke Ignitions

Most importantly, Figure 2 shows that RFDs can occur over a spectrum of initial mixture temperatures and can generate a range of over‐pressure situations. While extreme examples might be easily observed and distinguished, a range of developments are possible between the extremes as well. These may be described using several of the definitions provided here. It is important that firefighters understand the underlying fire dynamics (smoke is fuel, ventilation is important, over‐pressure can occur) and how to best anticipate rapidly deteriorating conditions. Also, it is important to realize that any smoke ignition increases the HRR and can therefore initiate a flashover. Through this understanding, firefighters can make an informed assessment of conditions and select appropriate controls and actions to lessen the danger of rapid fire developments. Background Why change to Rapid Fire Development? While acknowledging the history of Rapid Fire Progress, it seemed grammatically difficult. You can’t call backdraft a “progress”; you would call it a “progression”. IFSTA uses development, and we felt that this change addressed the problem as listed above. If this is a point of contention, we can change back. What motivated the new taxonomy? It was evident throughout the FKTP project that there was some diversity of opinion surrounding both the nomenclature and taxonomy of the terms that should be applied to the wide range of events that are observed during fire fighting activities. There were dozens of terms that existed in fire‐service manuals, and their definitions, as well how they were organized, often differed. In an attempt to reconcile these differences, as well as to ensure consistency with the scientific literature, a survey of many notable documents – both fire‐service and scientific – was conducted. The first conclusion was that none of the terms had well‐accepted quantitative definitions. Second, our opinion was that the inclusion of too many terms was confusing, and that the included terms should be distinguished by how the developments manifested themselves rather than by the events that preceded them. It became evident that while extreme examples might be easily categorized, there was a range of smoke ignitions that might be described by more than one of the definitions that existed in the literature. A taxonomy was developed that explored these commonalities and differences. Instead of debating how to divide events into different categories, the focus was placed on understanding the underlying fire dynamics and promoting discussion of the science, the risks, and what actions firefighters could take to improve conditions. It should be noted that all the terms other than Smoke Ignition are referenced in 3D Firefighting, and that the change is in re‐organizing the taxonomy and extending the explanation of how the terms relate to each other. Why change “fire‐gas” to “smoke”? The decision has been made to change from the terminology “fire‐gas ignition” to “smoke ignition” for the definitions. The primary reasons are as follows: ‐ Fire‐gas is not an NFPA term, and its meaning isn’t well defined, at least not in the North American context. ‐ The NFPA definition for smoke is important and is defined within the curriculum. In particular, there are several discussions included in the course to reinforce the fact that smoke is flammable. ‐ The definition of smoke includes many components other than flammable gases. The use of this term allows for the RFD definitions to apply to a wide‐ range of events. The definition that is used evolved from that of fire‐gas ignition: Fire Gas Ignition: An ignition of accumulated fire gases and pyroylsates existing in, or transported into a flammable state.ix The new term and definition has the benefits listed above, as well as to explicitly acknowledge the possibility of the event occurring internal or external to the room of origin, and the possibility of either piloted or auto‐ignition. It should also be noted that this definition (Smoke Ignition) could equally be applied to backdrafts, hence the re‐organization of the taxonomy. Why separate Flashover from the other RFDs? Flashover is a term with a long history in fire science literature. The name is commonly applied to a transition in fire behaviour leading to greatly worsening fire conditions. In contrast, the other rapid fire developments discussed here involve accumulation of smoke (often fuel rich) which mixes with air and ignites. These latter are considered together under the category of ‘smoke ignitions’. Fundamentally flashover as a process is different from the other developments discussed.

There were several concerns with how flashover was defined and described. The reality is that the scientific understanding of flashover is still evolving with James Quintiere having done some significant changes to its definition in the past year. The fact is that the phenomenon is a messy and complex one that has been greatly simplified for the fire service. It is difficult to determine what level of complexity to include, and upon reflection, we have eliminated some of that complexity. While a post‐flashover fire will be ventilation‐controlled within its room of origin, as it spreads throughout a structure, the growing fire will once again be fuel‐controlled. Inclusion of this level of discussion is likely not very useful for firefighters. Why eliminate the term “Ventilation‐Induced Flashover”? While there is a potential for a flashover following a under‐ventilated period of burning, rapid fire developments after under‐ventilated burning can manifest in several different ways. The subsequent flashover, if it occurs, might well be a result of the change in ventilation, but the process is driven by the thermal imbalance. Further to this point, all flashovers could similarly be considered to be “ventilation‐ induced”. While it is important to make firefighters aware of the danger of flashover following increase in ventilation, a new term for this event is not required. Explaining the risks in a systematic and scientifically correct manner allows for teaching of the risk of RFD due to both smoke ignition and flashover, however they may occur. Why distinguish between “Smoke Ignition” and “Smoke Explosion”? Smoke ignition is being used as a generic term to categorize a number of different possible RFDs, all of which involve the accumulation of smoke, it mixing with additional air, and its subsequent ignition.

Smoke explosions are a subset of the developments described by this term that have been studied and are described in the scientific literature.x In addition to the case where smoke migrates and accumulates away from the room of origin, another set of developments exist internal to the room of origin.

It is important also to identify that smoke can ignite in a number of ways, and there are always risks involved with this situation, whether or not the event is accompanied by over‐pressure. Why keep the term Backdraft? Despite sharing several steps of evolution with a smoke explosion, there are key characteristics that differentiate backdrafts from smoke explosions: a change in ventilation; the influence of a gravity current to drive turbulent mixing; and, advancing smoke ahead of the flame front resulting in the characteristic fireball. i NFPA 921, 3.3.89 2017 ii NFPA 921, 3.3.158 2014 iii Fleischmann, Chen, Defining the difference between backdraft and smoke explosions iv Fleischmann et. al., Exploratory Backdraft Experiments v NFPA 921, 3.3.17 2017 vi NFPA 2112 vii NFPA 921, 3.3.87 2017 viii NFPA 921, 3.3.82 2017 ix 3D Fire Fighting x Fleischmann, Chen, Defining the difference between backdraft and smoke explosions National Fire Protection Association Report https://submittals.nfpa.org/TerraViewWeb/ContentFetcher?commentPar...

Public Input No. 87-NFPA 1700-2017 [ Section No. 3.3.14 ]

3.3.14 Rollover. (Reserved) Suggested definition: The condition where unburned fuel from a fire has accumulated in the ceiling layer to a sufficient concentration (i.e., at or above the lower flammable limit) that it ignites and burns; can occur without ignition of, or prior to, the ignition of other fuels separate from the origin. Also known as flameover

Statement of Problem and Substantiation for Public Input

No definition provided

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Public Input No. 88-NFPA 1700-2017 [ Section No. 3.3.17 ]

3.3.17 Smoke. (Reserved) Suggested definition: The airborne solid and liquid particulates and gases evolved when a material undergoes pyrolysis or combustion, together with the quantity of air that is entrained or otherwise mixed into the mass. NFPA 921

Statement of Problem and Substantiation for Public Input

No definition provided

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Public Input No. 89-NFPA 1700-2017 [ Section No. 3.3.19 ]

3.3.19 Stack Effect. (Reserved) Suggested definition: The airborne solid and liquid particulates and gases evolved when a material undergoes pyrolysis or combustion, together with the quantity of air that is entrained or otherwise mixed into the mass. NFPA 92

Statement of Problem and Substantiation for Public Input

No definition provided

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Public Input No. 58-NFPA 1700-2017 [ New Section after 3.3.21 ]

Ventilation Profile and Vent Profile

Ventilation Profile: The appearance of the entire fire building’s ventilation openings, showing the flow paths of any air movement into the structure as well as smoke, heat, or flame out of the structure. Vent Profile: The visual condition presented at a specific ventilation opening relating to a unidirectional, bi- directional, or dynamic flow integrated with the four fire development assessment indicators (Smoke, Air, Heat and Flame - SAHF)

Additional Proposed Changes

File Name Description Approved FKTP_Terms_and_Context_Support_to_NFPA_1700.docx

Statement of Problem and Substantiation for Public Input

The two proposed terms (one reserved and one new) are not defined within the definition file. The two proposed terms are interrelated and provide definitions for critical factors/concepts for evaluation during size-up of conditions within the whole structure and at a specific ventilation opening.

Related Public Inputs for This Document

Related Input Relationship Public Input No. 26-NFPA 1700-2017 [Section No. 6.6] Related to Flow Path and Flow Types

Submitter Information Verification

Submitter Full Name: Peter McBride Organization: Ottawa Fire Service Street Address: City: State: Zip: Submittal Date: Wed Dec 06 16:08:31 EST 2017

30 of 162 3/5/2018, 7:10 PM Terms and Context Ideally, we should always strive to remove guesswork, routine, and luck from our fire ground decision-making. The ability to read and communicate a meaningful evaluation of fire conditions within a structure is the mark of a competent firefighter. Competency, in this case, is defined as:

 A sound understanding of fire dynamics;  The ability to assess factors that move an unsafe fire condition to a dangerous one; and  The vocabulary to communicate those conditions so that a set of rules of engagement may be formulated and applied, in the interest of our safety. Complicating the sound understanding of fire dynamics – and ultimately our safety – is the increasing number and use of closely related terms used to define or describe fire conditions or phenomena. Misuse of terminology can be highly problematic in that a common understanding of the nuance or context of a concept may be compromised or lost. Within the fire service and amongst outside fire safety professionals, one regularly hears the terms ventilation profile, vent profile, burning regime and ventilation state used interchangeably along with the misapplication of the terms compartment and room. In addition, the term flow path has recently entered the lexicon (detailed below). For the purposes of this text – so as to ensure that the descriptive terminology used remains consistent, along with our communication of fire conditions remains consistent – the following terms, definitions and distinctions are provided.

VP=BE+SAHF: A mnemonic used to enable the integrated evaluation of Commented [Office1]: Editor to revise alphabetically fire conditions within a structure. This mnemonic is used to assess the Ventilation Profile by relating it to Building and Environmental Factors as well as four fire development assessment indicators: Smoke, Air, Heat, and Flame. A VP=BE+SAHF assessment assists with strategic and tactical decision-making. Ventilation Profile: The appearance of the entire fire building’s ventilation openings, showing the flow paths of any air movement into the structure as well as smoke, heat, or flame out of the structure. Vent Profile: The visual condition presented at a specific ventilation opening relating to a unidirectional, bi-directional, or dynamic flow integrated with the four fire development assessment indicators (Smoke, Air, Heat and Flame - SAHF)

• Flow path is the route followed by smoke, air, heat or flame toward or away from an opening; typically, a window, door or other leakage points. • The flow is caused by pressure differences that result from temperature differences, buoyancy, expansion, wind impact and HVAC systems. • Flow characteristics include stratification within the boundaries of a compartment or at an opening, degree of turbulence, its direction, velocity and shape. These characteristics can often be identified by evaluating the smoke/air track. • At openings, or within rooms, the smoke/air track flow(s) may be classified as unidirectional, bi-directional or dynamic. • Multiple flow paths are possible within a structure fire, there may be multiple combinations of inlets and or outlets • Flow paths can be altered by firefighting tactics.

Unidirectional Flow - A flow of smoke or air moving in a single direction. Bi-directional Flow - A smoke/air flow moving in opposing directions Dynamic Flow - A unidirectional or bi-directional flow of smoke/air that presents irregular stratification and shape or alternates in direction (pulsations). Burning Regime vs. Ventilation State: These terms are often used interchangeably. While they both relate to fire conditions, the term burning regime encompasses the whole range from a fuel controlled fire to a ventilation controlled fire, whereas the ventilation state indicates a fixed point at one of those two possible conditions. It should be noted that while the term ventilation state has also been used interchangeably with the term ventilation profile, the terms describe two separate concepts that describe two separate conditions and should not be confused. Compartment vs. Room: The term compartment refers to an enclosure that is designed to contain a fire. Building and fire codes refer to fire- resistance-rated construction, which define the boundaries of a fire compartment. In contrast, the term room refers to an enclosure that is not designed to contain a fire. For example, a single-family home of 3- storeys in height is considered to be a single compartment by code- definitions, but within that compartment there may be several rooms. The building (i.e., compartment) is separated from surrounding dwellings by open space. A similar 3-storey structure that has been subdivided into 3 separate dwelling units – all separated by fire resistant walls, floors and/or ceilings – would be considered as one having 3 compartments, each again containing multiple rooms. Context of Descriptive Terminology - The origins of the interchangeable use of the terms likely stems from our earliest models of fire wherein fire phenomena were described and characterized through a single compartment model, with a single opening having a bi-directional smoke/air flow within a laboratory setting. While this model is useful in developing a basic understanding of fire, this model does not account for:  Multiple compartments and/or rooms;  Different states of ventilation therein;  Multiple flow paths;  unidirectional, bi-directional and dynamic smoke/air flow between different compartments/rooms or the exterior; For these reasons, it is of critical importance to understand the distinctions in the concepts and arrive at a common understanding and use of these terms in our communication with other fire professionals (e.g. code officials, fire scientists). The benefits of doing so will enhance our situational awareness, support effective decision-making, and reflect operational realities when a fire has exceeded the volume of a single room.

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Public Input No. 90-NFPA 1700-2017 [ Section No. 3.3.21 ]

3.3.21 Ventilation Profile. (Reserved) Suggested definition: The appearance of the fire building's ventilation points showing the flow paths of heat and smoke out of the structure as well as any air movement into the structure. (921)

Statement of Problem and Substantiation for Public Input

No definitions provided

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Public Input No. 143-NFPA 1700-2018 [ Chapter 4 ]

Chapter 4 General 4.1 Scope. This chapter addresses the background information related to the development of this document. 4.2 Purpose. The purpose of this chapter is to provide background information relative to the scientific study of fire behavior, fire dynamics, and fire control. 4.3 Summary of Fire Dynamics Research. (Reserved) will provide a brief overview of the research conducted with the fire service that applied fire dynamics principles to structural firefighng and demonstrated the impact that changes in fuel loads and construcon methods have had on the fire environment. These changes have altered the model of fire behavior taught to the fire service for decades. In addion, firefighter protecve and safety equipment has also changed over the years. All these factors led to an assessment that firefighng taccs needed to evolve in order to improve the effecveness of firefighng strategies and taccs. The changes to strategies and taccs are based on evidence (knowledge) developed as part of research projects and as a result of line of duty death and injury aer acon reports. The overarching objecves of all of these research endeavors was to increase the effecveness of firefighters and increase the safety of the public and firefighters. 4.2 Purpose. An understanding of fire dynamics applied within the context of structure fires can provide a fire officer or a firefighter with means to assess how a fire will grow and spread within a structure and how best to control that growth. During the past two decades experimental results have been translated to taccal consideraons. NFPA 1700 is a direct result of that body of research and the evidence based results. This chapter provides a meline and a brief summary of the body of knowledge, which focused on research results that had applicaon on the fire ground, used in this guide. The data taken from each study will be noted and referenced in the appropriate secon of NFPA 1700. 4.3 The Need for Firefighting Research Technology is constantly changing the world around us as well as changing how we work and live. This is true for the fire service as well. Research that has a direct impact on the fire service comes from a wide range of disciplines – engineering, texle science, the military, and many others. For example the development of thermal imagers by the military enabled the use thermal imagers for the fire service.

4.3.1 Changes in the firefighters work environment.

Over the past 50 years, changes in construcon materials, construcon methods, insulaon, and furnishings have changed the means and the speed of fire growth within a structure. Both research experiments and Line of Duty Death (LODD) and Line of Duty Injury (LODI) invesgaons have demonstrated the importance of understanding of how venlaon affects fire behavior. Fires in today’s fire environment, fueled predominantly by synthec materials, commonly become venlaon‐limited. How, where, and when a fire receives oxygen greatly impacts the fire dynamics and the resulng thermal environment inside the structure.

Figure 4.1 Many factors in the construcon methods, building materials, fuel loads, and power technologies have transformed the firefighters working environment. Image courtesy UL FSRI.

As outlined in Figure 4.1, the construcon techniques and materials used to build a house over the past 50 years have changed. Engineered wood products have enabled long spans and open areas for improved use of living space in houses. Gypsum board interior linings been reduced in mass by 30% in recent years. In order to increase the energy efficiency of houses, insulaon has improved, walls are wrapped in plasc to limit incursion of air and water and mul‐ pane, low emissivity windows are now the norm. The objects and materials inside our homes have changed as well.

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4.3.1.1 Furnishings

In the 1950’s a wide range of synthec materials called polymers became available for use in clothing, furniture, interior finish and insulaon. Today, the use of polyester, polystyrene, polyethylene, nylon, and polyurethane foam has become common place in homes, vehicles and industry. Durability, comfort, and economics all play a role in the design and manufacturer of furnishings that people choose to buy. Flexible polyurethane foam is one of the most common materials used in upholstered furniture.

Figure 4.2. Comparison of the speed of fire development, fire size, and heat release rate between a sofa with coon cushions and a sofa with polyurethane foam cushions. Images courtesy of UL FSRI.

4.3.2 Firefighng Equipment Enables Changes in Firefighng Taccs.

4.3.2.1 During the same 50 year period, the taccs firefighters use on the fire ground have also changed. The reliance on indirect, or exterior aack, prior to entry changed to a focus on interior, direct aack.

4.3.2.2 This change occurred largely due to the improvements in protecve equipment and clothing that firefighters rely on to enter high temperature atmospheres considered immediately dangerous to life or health (IDLH). Just as the use of synthec materials has overtaken the use of natural materials such as coon, wool, or wood in homes, the same trend is true for firefighter protecve clothing and equipment. In the past, firefighng coats were wool lined and had an outer layer of coon canvas or a layer of rubber. Firefighters protected their feet and legs with long rubber boots. Hoses used to be coon jacketed with rubber liners. Starng in the 1960’s new materials, such as aramid fibers (® and Kevlar®) and polybenzimidazole (PBI), were introduced. These materials did not melt and had a high resistance to ignion. These materials are now in common use as part of fire fighters’ protecve clothing and equipment.

4.3.2.3 The use of self‐contained breathing apparatus (SCBA) has improved condions for fire fighters. The connued development of SCBAs with lighter materials, increased air supply, electronic monitoring and warning devices also have made working in a smoke filled building safer. Connued developments in the fields of electronics and sensing have produced improvements in situaonal awareness for fire fighters in the form of thermal imaging and fire fighter tracking and accountability systems.

4.3.2.4 Currently the firefighter has the most advanced protecve ensemble and a wider range of tools and equipment for fighng fire than ever before. The synthec materials currently used in the firefighng gear have improved performance over the natural materials in many ways.

Figure 4.3 Firefighter protecve equipment changed significantly. Early versions of respiratory protecve equipment have been around for more than 100 years, however roune use of SCBA did not begin for many fire departments unl the 1980’s. Images courtesy of UL FSRI.

Figure 4.4 Firefighng equipment, such as these two apparatus have also changed over the years. Images courtesy of UL FSRI.

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4.3.3 Thermal Exposure Capabilies of Firefighng Gear

Understanding the measured thermal exposures from research fire experiments and considering the thermal exposures in the aermath of firefighter LODDs and Line of Duty Injuries (LODIs) we understand that fire condions can over take the protecve capabilies of the firefighter protecve clothing and safety equipment. Therefore the protecve capabilies of firefighter protecve clothing and safety equipment must be understood in terms of taccal assignments to ensure that level of protecon matches the potenal hazards in the firefighters’ work place.

4.3.3.1 The Fire Protecon Research Foundaon report, Fire Fighter Equipment Operaonal Environment (FFEOE): Evaluaon of Thermal Condions, is a summary of the thermal exposure research to date and studies from the 1970’s to present that supported the development of the structural firefighter protecve clothing [1].

4.4 Fire Research

The fire research has been conducted for many reasons such as improved fire safety, understanding fire dynamics within a compartment, the development of firefighter protecve equipment, and the study of firefighng taccs.

4.4.1 America Burning

The release of America Burning [2] in 1973 generated funding and programs that resulted in studies focused on fire dynamics in a compartment, toxicity of fire gases, flammability of furniture (available at the me), plascs, fire detecon, suppression and firefighng PPE. In addion to federal, industrial research and top‐ranked engineering schools across the U.S. [3], there were also significant fire research efforts underway in Canada, Japan, Sweden, and the United Kingdom, to name a few. The collecve findings of these efforts were incorporated into the development of the SFPE Handbook of the Fire Protecon Engineering [4] and addions to the Naonal Fire Protecon Associaon (NFPA) Fire Protecon Handbook [5]. These major gains in fire knowledge in the 1970s, 1980s, and 1990s led to improvements in fire measurements and the development of quantave methods of predicng or simulang fire behavior. The first text book on fire dynamics was authored by Dougal Drysdale and published in 1985 [6]. Needless to say the scope of the informaon contained in these books is beyond the scope of this guide, but it is important to note that the fundamentals of fire behavior and analycal methods for the interacon between fire, buildings, and people are presented in these books.

4.5 Summary of Structural Fire Dynamics Research

Research topics covered by firefighng taccs have a broad range, but for purposes of this guide the focus is on the operaonal environment for firefighng. Recent firefighng studies address the concepts of fuel‐limited fires and venlaon‐limited fires within a compartment or structure, based on fuel load, venlaon and building construcon. Madrzykowski provides an overview in the paper, " Fire Dynamics: The Science of Fire Fighng" [7]. One of the factors regarding the thermal environment firefighters may work in is me. It makes sense that the longer a firefighter is exposed to a hazard, the less me the firefighter may have to connue to operate. However, there are other me consideraons, such as, how long has the fire been burning and what stage is the fire in?

4.5.1 Time to Flashover

The paper, "Analysis of Changing Residenal Fire Dynamics and Its Implicaons on Firefighter Operaonal Timeframes", by Kerber, discusses many of the changes that have occurred on the fire ground [8]. These changes include home size, geometry, contents, construcon materials, and construcon methods. As a result, the fire development in structures and the fire’s response to tradional firefighng taccs has also changed.

Kerber conducted a series of compartment fire experiments to examine the difference in me to flashover between a room furnished with legacy fuels and a room furnished with modern fuels. Legacy fuels meant furnishings made from wood, steel and coon. Modern fuels are characterized by polyurethane foam, polyester fiber and fabric, engineered wood, and plascs in many different forms. Each room was ignited by a small open flame from a candle on the sofa. The flashover mes for the modern room averaged 235 seconds aer ignion. Only two of the three legacy room fires resulted in flashover. The average flashover mes for the two legacy rooms was 1,912 seconds aer ignion. It took eight mes longer for the coon sofa to generate enough heat release rate to spread fire throughout the room [7]. The driving difference in these experiments was the sofa with cushions made from polyurethane foam and polyester bang. These synthec fuels can significantly change the thermal environment firefighters respond to.

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4.5.2 Structural Collapse Studies

4.5.2.1 Phoenix FD and NIST Roof Collapse Studies

4.5.2.1.1 Ordinary Construcon Warehouse

In 2001, the Phoenix Fire Department obtained a 135 . (41 m) by 50 . (15 m) warehouse that was scheduled for demolion. The building was a single story with a peaked roof. The peak of the roof was 18 (5.5 m) above the floor. The main chords of the wood roof trusses were full‐ dimension 2 in (50 mm) by 12 in (305 mm) lumber. The warehouse was separated into two secons with a fire rated wall constructed for these experiments. One fire experiment was conducted in each secon. Stacks of wood pallets were used as the primary fuel source and were ignited using paper and an electric match. Some combusble debris and the building structural elements provided the remainder of the fuel load. Peak temperatures obtained at different elevaons ranged from approximately 570 °F (300 °C) to 1470 °F (800 °C). Peak carbon monoxide volume fracons, measured at a height of (1 in) 25 mm and 3 (0.9 m) above the floor. reached 4 % in the first test and 5 % during the second test. The roof of the front half of the structure collapsed approximately 18 min aer ignion of the fire for the first test. The roof of the back half of the structure collapsed about 15 min aer the start of the second test [9]. Assuming a 6 to 10 minute fire department response me, these collapses would have occurred within 5 to 12 minutes of the start of fire ground operaons.

4.5.2.1.2 Single Story, Residenal

The Phoenix Fire Department built four similar sized structures with overall dimensions of approximately 24 (7.3 m) by 18 (5.5 m). Each structure had a different roof construcon: asphalt shingles over plywood, asphalt shingles over oriented strand board (OSB), cement les over plywood and cement les over OSB. The roof trusses were built from nominal dimension 2 x 4 s. Furniture items were placed in the front and back of each structure to simulate living room and bedroom areas. The living room and bedroom areas of each structure were ignited simultaneously using electric matches. Peak temperatures obtained during the tests ranged from approximately 1500 °F (800 °C) to 1800 °F (1000 °C). The roof of each structure collapsed approximately 17 minutes aer ignion [10].

4.5.2.2 UL and NIST Floor Collapse Studies

4.5.2.2.1 Floor Furnace Comparisons

UL published their research findings on the structural stability of engineered lumber in fire condions in 2008 [11]. The experiments were conducted on a floor furnace. The research demonstrated that “modern” engineered wood floor assemblies failed faster than wood floor assemblies with “legacy” designs. This study also pointed out that modern tools like thermal imagers had limited use in determining the condion of the floor assembly or the fire condions under the floor. Further the study quesoned the use of me honored means of “sounding the floor”, as a way to determine if the floor was safe to operate on.

4.5.2.2.2 Townhouse Floor Comparisons

In 2012, UL & NIST released a study that examined four types of flooring systems in a townhouse type arrangement, with a 720 sq (67 sq m) floor area and a 20 (6.1 m) span. These experiments were conducted to examine the me to collapse for residenal floor systems constructed with dimensional lumber, wood I‐joists, parallel chord wood trusses, and lightweight steel C‐channel. The results from this study proved that any of the unprotected floor assemblies could collapse within the operaonal me frame of the fire department. The report again indicates that current fire ground pracces of entering on the floor above the fire and working down to fire the basement will not provide the firefighter with the appropriate informaon to make decisions to enable a safe operang environment [12].

4.5.2.2.3 Two Level Structure, Comparison of Thermal Imagers

NIST conducted experiments in two level wood structures with a 16 (4.8 m) span that supported the findings of the UL study on the value of gypsum board to protect the floor assembly and the challenges for the thermal imagers. Three firefighng thermal imagers (TIs), each with a different type of sensor, were used to view and record the thermal

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condions of the top of the floor assembly from the open doorway in the upper compartment. Times to collapse of each floor were also noted. Given the insulang effects of the OSB and the floor coverings, the temperature increase or thermal signatures viewed by the TIs were small given the fact that the ceiling temperatures below the OSB were in excess of 1110 ° F (600 ° C). These experiments demonstrated that TIs alone cannot be relied upon to determine the structural integrity of a wood floor system. Therefore, it is crical for the fire service to review their pracce of size‐up and other fire ground taccs needed to enable the locaon of the fire prior to conducng fire operaons inside a building. The study also highlighted the interacon of venlaon to the fire area in order to generate the energy needed to fail the floor assemblies [13].

4.5.3 Wind Driven Fires in Structures

Two studies were conducted to measure the impact of wind on the thermal environment within a fire apartment and public access areas connected to the apartment.

4.5.3.1 Laboratory Study

The first study, started in 2007 was sponsored by the NFPA FPRF and the USFA was conducted within a laboratory at NIST to gain insight into the heat release rate of the apartment [14]. In this study, a three room apartment was aached to approximately 48 feet of public corridor. The condions in the corridor were of crical importance because that is the poron of the building that firefighters would use to approach the fire apartment or that occupants from an adjoining apartment would use to exit the building. The fires were ignited in the bedroom of a three room apartment. Prior to the failure or venng of the bedroom window, which was on the upwind side of the experimental apartment, the heat release rate from the fire was on the order of 1 MW. Prior to implemenng any migang taccs, the heat release rates from the post‐flashover structure fire were typically between 15 MW and 20 MW. When the door from the apartment to the corridor was open, temperatures in the corridor area near the open doorway, 5.0 (1.52 m) below the ceiling, were in excess of 1112 °F (600 °C) for each of the experiments. The heat fluxes measured in the same locaon, during the same experiments, were in excess of 70 kW/m². These thermal condions are not tenable, even for a firefighter in fully protecve gear. These condions were aained within 30 s of the window failure. The study showed that wind speeds as low as 9 miles per hour could create the unidireconal fire exhaust flows, floor to ceiling within the structure’s flow path. These experiments demonstrated the thermal condions that can be generated by a “simple room and contents” fire and how these condions can be extended along a flow path within a structure when a wind condion is present. Two potenal taccs which could be implemented from either the floor above the fire in the case of a Wind Control Device (WCD) or from the floor below the fire in the case of the external water applicaon were demonstrated to be effecve in reducing the thermal hazard in the corridor. Other data and observaons, such as the fire pulsing out of the window opening against the wind, can provide valuable informaon to the fire service for hazard recognion purposes [14].

4.5.3.2 High‐rise Study

The second study was supported by and conducted by the Fire Department of New York City (FDNY) in a high‐rise apartment building on Governors Island in 2008. 14 experiments were conducted to evaluate the ability of posive pressure venlaon fans, wind control devices and external water applicaon to migate the hazards of a wind driven fire in a structure. NIST instrumented components of the flow path throughout the building which included the fire apartment, public corridor, and a stairwell. The results of the experiments provided a baseline for the hazards associated with a wind driven fire and the impact of pressure, venlaon and flow paths within a structure. Wind created condions that rapidly caused the fire hazard in the structure to increase by forcing hot fire gases through the apartment of origin and into the public corridor and stairwell. These condions would be untenable for advancing fire fighters. Door control taccs, coupled with the taccal use of PPV fans, WCDs and external water applicaon were able to reduce the thermal hazard created by the wind driven fire. Mulple taccs used in conjuncon with each other were very effecve at improving condions for fire fighter operaons and occupant egress[15].

4.5.4 Firefighng Venlaon Studies A wide range of venlaon studies has been conducted in both purpose built structures inside of laboratories and in acquired structures. Some of the studies focused on natural venlaon [16,17] and other considered posive pressure venlaon (PPV) [18‐23] All of the studies show that providing addional oxygen to a venlaon limited compartment fire, resulted in an increase of heat release rate, temperature, and pressure in the structure and along the exhaust porons of the flow path.

4.5.4.1 The UL Firefighter Safety Research Instute team conducted several research studies in their laboratory, in

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structures built to resemble a 1200 sq. . (112 sq m) single story home and a 3200 sq. . (297 sq. m.) two story home [16,17,23]. The results of the experiments demonstrated that a upholstered furniture fire resulted in venlaon limited fire condions prior to fire department arrival and connued in the structures aer venng, either horizontal or vercal, unl suppression acons reduced the heat release rate of the fire. As the buildings were vented, oxygen entered the hot, fuel‐rich, (venlaon limited) environment within the structure, which resulted in rapid (30 to 120 s) increases in heat and gas velocies within exhaust poron of the flow path. In other words, between the locaon of the fire and the exhaust vent. In these experiments, the temperature condions ranged between ambient and those consistent with flames, as have been shown in previous studies. In these experiments the fire aack was started from the exterior of the structure.

4.5.5 Firefighng Suppression Studies

4.5.5.1 Governors Island, 2012

The Fire Department of the City of New York, along with NIST and UL conducted a series experiments in abandoned townhouses with approximately 600 square foot area per floor and unprotected dimensional lumber floor systems between the 1 st level and the basement level. The live burn tests are aimed at quanfying emerging theories about how fires are different today. Taccs examined included vent enter Isolate and search (VEIS), horizontal and vercal venlaon, and interior and exterior fire aack. Fires aacked and controlled from exterior openings from the front and or rear back of the structure resulted in improved condions throughout the structures [24]. In addion, fire professionals and experts will closely analyze how the introducon of oxygen into these scenarios impacts fire behavior and how this required consideraon of new procedures on venlaon strategies during firefighng operaons.

4.5.5.2 Spartanburg 2013 and 2014

The Internaonal Society of Fire Service Instructors (ISFSI) in co‐operaon with NIST, the South Carolina State Fire Academy and the Spartanburg Fire Department conducted two series of firefighng experiments in acquired structures were conducted as part of the AFG funded “Translang Fire Fighng Research Results into Fire Fighter Training Project”. The experiments demonstrated the value of size‐up, coordinated venlaon and offensive fire aacks which began on the exterior. These experiments and previous firefighng research, such as the Governors Island studies provided the basis for the ISFSI’s Principles of Modern Fire Aack course [25].

4.5.5.3 UL FSRI Fire Aack study

Between 2015 and 2017 UL FSRI, with the support of the DHS/FEMA Assistance to Firefighters Grant Research program, conducted three different series of experiments to develop knowledge of firefighng hose streams applied during an interior and transional fire aack and their impact on vicm survivability and firefighter safety. Objecves of the studies included: 1) developing an understanding where the water goes and how air flows during interior and transional fire aack and what that means to the fire dynamics within a structure, and advancing the understanding of vicm survivability in the modern fire environment.

4.5.5.3.1 Water Distribuon

The experiments conducted were intended to develop a fundamental knowledge of water distribuon in compartments from fire service hose streams, without the presence of furniture. The stream locaons were chosen to simulate an aack from a hallway into a room and an aack through a window into a room. Fundamental knowledge of water dispersion and distribuon was gained from these experiments. The results of the water distribuon made it clear that the hose streams effecveness was limited to ’line of sight’. The ability to apply water to all surfaces in a room is limited when the nozzle is located outside the compartment. Once inside the compartment a firefighter can put water anywhere in the room by moving the nozzle. This is completely within the control of the firefighter. When outside the room this is not possible. However understanding the dynamics of water hing a surface at different angles provides the ability to extrapolate this knowledge to other locaons [26].

4.5.5.3.2 Air Entrainment

The air entrainment tests were conducted without the presence of fire to gain a fundamental understanding of how hose streams entrain and move air. Each set of experiments was intended to add to the understanding of air entrainment and pressure from fire service hose streams by evaluang the differences caused by various applicaon

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methods, hose stream types, nozzle movements, pressures/flowrates, manufacturers, and venlaon configuraons. These experiments looked to quanfy air entrainment by hand‐held fire hose streams, expanding on work already done looking at hydraulic venlaon [27‐30]. The results show that to increase entrainment, a firefighter should have the water interact with as much air as possible. This can be done by using a fog paern, moving the nozzle rapidly (any paern), and providing the largest stream length. If the intent is to limit air entrainment, the nozzle firefighter should limit nozzle movement, use a smooth bore or straight stream and minimize the stream length where possible. No difference was seen between air entrainment in a smooth bore stream versus a straight stream. Understanding these key concepts of air entrainment can aid firefighters in being more effecve. Applying these concepts to structural firefighng allows for beer control of air entrainment during both interior and exterior operaons [31].

4.5.5.3.3 Full‐Scale Residenal Fire Experiments

UL FSRI conducted twenty‐six full‐scale structure fire experiments in a single‐story 1,600 2 (149 sq. m) ranch home style test structure. Two of those structures were built inside UL’s large fire lab in Northbrook, IL. The objecve of the study was analyzing how firefighng taccs, specifically suppression methods, affect the thermal exposure and survivability of both building occupants and firefighters in residenal structures. This was accomplished by measuring the impact of different fire aacks on a fire in a bedroom(s), at the end of a hallway and understand the effect it would have on the fire environment and any persons in the structure [32]. Most of the experiments involved firefighters flowing water either before or shortly aer they entered the structure. Two fire aack methods, interior and transional were used with three different structure venlaon configuraons. To determine the thermal exposure within the test structure it was instrumented for temperature, pressure, gas velocity, heat flux, gas concentraon, and moisture content. Addionally, to provide informaon on occupant burn injuries, five sets of instrumented pig skin were located in pre‐determined locaons in the structure. The results were evaluated by a fire service based, project technical panel and 18 taccal consideraons were developed. Common threads for the results: 1) rapid and effecve water applicaon into the fire compartment, either from the interior or exterior, reduced the thermal hazard throughout the structure and 2) suppression operaons, either from the interior or exterior, did not increase potenal burn injuries to occupants[32].

4.5.5.4 IFSI

A series of experiments was conducted by research teams from the Illinois Fire Service Instute (IFSI), UL FSRI, NIOSH, and Skidmore College. The goal of this study was to invesgate the effects of modern fire environments on the two most pressing concerns in the fire service today, cardiovascular and carcinogenic risks [33,34]. As part of the study, 12‐ person teams performed realisc firefighng taccs in residenal fire environments that contained common building materials and furnishings.

Specific to the thermal environment one of the key areas of the IFSI study was the measurement of the producon and transfer of heat through modern PPE and onto or into firefighters’ bodies. The variables that impacted that heat transfer included taccal decisions (interior only vs. transional aack) and operang locaon (interior fire suppression/search vs. exterior operaons vs. interior overhaul). The overall results showed that: 1) temperatures inside the fire structure decreased aer water was applied; 2) transional aack resulted in faster water applicaon; 3) local temperatures were higher for firefighters operang inside versus other posions (neck skin temperatures for inside aack firefighters were lower when exterior aack was used); and 4) higher body core temperatures were measured for the outside vent and overhaul posions.

4.6 Naonal Instute for Occupaonal Safety and Health (NIOSH)

The Naonal Instute for Occupaonal Safety and Health is a part of the Centers for Disease Control and Prevenon (CDC) of the U.S. Department of Health and Human Services. The mission of the NIOSH Fire Fighter Fatality Invesgaon and Prevenon Program (FFFIPP) is to conduct invesgaons of fire fighter line‐of‐duty deaths to develop recommendaons for prevenng future deaths and injuries. The program does not seek to determine fault or place blame on fire departments or individual fire fighters, but to learn from these tragic events and prevent future similar events. These reports and recommendaon have been the catalyst for most of the fire service research studies listed in this chapter.

4.6.1 The FFFIPP program, which started in 1998, is divided into two main areas of study; traumac injury deaths and Cardiovascular Disease Deaths (CVD). The traumac injury deaths are invesgated per the Fatality Assessment and Control Evaluaon (FACE) model. Incidents invesgated under this model include; burns, diving accidents,

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electrocuons, falls, motor vehicle accidents and structural collapse incidents. Heart aack and stroke are two of the most common types of line of duty deaths for fire fighters – accounng for almost half of the firefighter deaths in this country annually. FFFIPP invesgaons of CVD examine both the individual’s risk factors for coronary artery disease and workplace factors. Workplace factors include what condions the fire fighter was exposed to in terms of physical effort, exposure to hazardous chemicals and thermal stress. In addion, NIOSH assesses the fire department’s fitness and wellness program, as well as any screening program for coronary artery disease. Since the program started more than 600 invesgaon reports have been produced. Based on the trends discovered in the invesgaons, NIOSH has issued special reports on topics such as; “Prevenng Injuries and Deaths of Fire Fighters Due to Structural Collapse,” “Fire Fighter Fatality Invesgaon and Prevenon Program: Leading Recommendaons for Prevenng Fire Fighter Fatalies, 1998–2005,” and “Prevenng Deaths and Injuries of Fire Fighters Working Above Fire‐Damaged Floors. ” All of the completed invesgaons and the special reports can be downloaded from hps://www.cdc.gov/niosh/fire/default.html [35].

4.7 Summary of Fire Fighng Research

Building on the scienfic body of knowledge that supports the fire protecon engineering discipline, research specific to firefighng taccs has been conducted which supports the development of this guide, NFPA 1700. The results of these studies have been used as a basis of change for fire department standard operang procedures or guides across North America. Experience in the field has shown posive results when taccs such as size‐up, door control, coordinated venlaon, and exterior aack (prior to entry), have been used to accomplish the incident priories of life safety, incident stabilizaon, property conservaon.

4.8 References

1. Madrzykowski, D., Fire Fighter Equipment Operaonal Environment (FFEOE): Evaluaon of Thermal Condions. UL Firefighter Safety Research Instute, Columbia, Maryland, August 2017.

2. America Burning, The Report of The Naonal Commission on Fire Prevenon and Control. Washington, D.C., May 1973.

3. Gross,D., Fire Research at NBS: The First 75 Years. In Fire Safety Science – Proceedings of

the Third Internaonal Symposium, pages 119–133. Internaonal Associaon for Fire Safety Science, 1991.

4. Hurley, M.J., ed., SFPE Handbook of Fire Protecon Engineering. Springer, NY. NY., 5th edion, 2016.

5. Fire Protecon Handbook. Naonal Fire Protecon Associaon, Quincy, Massachuses,20th ed., 2008.

6. Drysdale, D., An Introducon to Fire Dynamics. John Wiley and Sons, New York, 2nd edion, 2002.

7. Madrzykowski, D., Fire Dynamics: The Science of Fire Fighng, Internaonal Fire Service Journal of Leadership and Management, FPP/IFSTA, Sllwater, OK., Vol 7, 2013.

8. Kerber, S., Analysis of Changing Residenal Fire Dynamics and Its Implicaons on Firefighter Operaonal Timeframes. Fire Technology, 48:865–891, October 2012.

8. Stroup, D.W., Madrzykowski, D., Walton, W.D., and Twilley, W., Structural Collapse Fire Tests: Single Story, Ordinary Construcon Warehouse, Naonal Instute of Standards and Technology, Gaithersburg, MD., NISTIR 6959, May 2003.

10. Stroup, D,W., Bryner, N.P., Lee, J., McElroy, J., Roadarmel, G., and Twilley, W.H., Structural Collapse Fire Tests: Single Story, Wood Frame Structures, Naonal Instute of Standards and Technology, Gaithersburg, MD., NISTIR 7094, March 2004.

11. Izydorek, M.S., Zeeveld, P. A ., Samuels, M.D., Smyser, J.P., Report on Structural Stability of Engineered Lumber in Fire Condions. Underwriters Laboratories, Northbrook, Illinois, September 2008.

12. Kerber, S., Madrzykowski, D., Dalton, J., and Backstrom, R., Improving Fire Safety by Understanding the Fire Performance of Engineered Floor Systems and Providing the Fire Service with Informaon for Taccal Decision Making. Underwriters Laboratories, Northbrook, Illinois, March 2012.

13. Madrzykowski, D. and Kent, J., Examinaon of the Thermal Condions of a Wood Floor Assembly above a

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Compartment Fire, Naonal Instute of Standards and Technology, Gaithersburg, MD., NISTTN 1709, July 2011.

14. Madrzykowski, D. and Kerber, S., Fire Fighng Taccs Under Wind Driven Condions: Laboratory Experiments, Naonal Instute of Standards and Technology, Gaithersburg, MD., NISTTN 1618, January 2009.

15. Kerber, S. and Madrzykowski, D., Fire Fighng Taccs Under Wind Driven Condions: 7 Story Building Experiments, Naonal Instute of Standards and Technology, Gaithersburg, MD., NISTTN 1629, April 2009.

16. Kerber, S., Impact of venlaon on fire behavior in legacy and contemporary residenal construcon. Underwriters Laboratories, Northbrook, Illinois, December 2010.

17. Kerber, S., Study of the effecveness of fire service vercal venlaon and suppression taccs in single family homes. Underwriters Laboratories, Northbrook, Illinois, June 2013.

18. Kerber, S. and Walton, W.D., Effect of Posive Pressure Venlaon on a Room Fire, Naonal Instute of Standards and Technology, Gaithersburg, MD., NISTIR 7213, March 2005.

19. Kerber, S. and Walton, W.D., Full‐Scale Evaluaon of Posive Pressure Venlaon In a Fire Fighter Training Building. Naonal Instute of Standards and Technology, Gaithersburg, MD., NISTIR 7342, July 2006.

20. Kerber, S., Madrzykowski, D., and Stroup, D.W., Evaluang Posive Pressure Venlaon In Large Structures: High‐ Rise Pressure Experiments. Naonal Instute of Standards and Technology, Gaithersburg, MD., NISTIR 7412, March 2007.

21. Kerber, S., and Madrzykowski, D., Evaluang Posive Pressure Venlaon In Large Structures: High‐Rise Fire Experiments, Naonal Instute of Standards and Technology, Gaithersburg, MD., NISTIR 7468, November 2007.

22. Kerber, S., and Madrzykowski, D., Evaluang Posive Pressure Venlaon In Large Structures: School Pressure and Fire Experiments. Naonal Instute of Standards and Technology, Gaithersburg, MD., NISTTN 1498, July 2008.

23. Zevotek, R. and Kerber, S., Study of the effecveness of fire service posive pressure venlaon during fire aack in single family homes incorporang modern construcon pracces. UL Firefighter Safety Research Instute, Columbia, Maryland, May 2016.

24. Madrzykowski, D., Kerber, S., and Zipperer, J., Scienfic Research for the Development of More Effecve Taccs ‐ Governors Island Experiments Training: Governors Island Experiments, July 2012. Accessed January 3 2018, from hp://ulfirefightersafety.org/resources .

25. ISFSI, The Principles of Modern Fire Aack Course Accessed January 3 2018, from hp://www.isfsi.org /p/cl/et/cid=1000

26. Weinschenk, C., Stakes, K., and Zevotek, R Impact of fire aack ulizing interior and exterior streams on firefighter safety and occupant survival: air entrainment. UL Firefighter Safety Research Instute, Columbia, Maryland, December 2017.

27. Knapp, J., Pillsworth, T., and White, S., Nozzle Tests Prove Fireground Realies, Part 1. Fire Engineering, February 2003.

28. Knapp, J., Pillsworth, T., and White, S., Nozzle Tests Prove Fireground Realies, Part 2. Fire Engineering, September 2003.

29. Knapp, J., Pillsworth, T., and White, S., Nozzle Tests Prove Fireground Realies, Part 3. Fire Engineering, September 2003.

30. Willi, J., Weinschenk, C., and Madrzykowski, D., Impact of Hose Streams on Air Flows Inside a Structure. NISTTN 1938, Naonal Instutes of Standards and Technology, Gaithersburg, MD, 2016.

31. Weinschenk, C., Stakes, K., and Zevotek, R Impact of fire aack ulizing interior and exterior streams on firefighter safety and occupant survival: water mapping. UL Firefighter Safety Research Instute, Columbia, Maryland, December 2017.

32. Zevotek, R., Stakes, K., and Willi, J., Impact of fire aack ulizing interior and exterior streams on firefighter safety and occupant survival: full scale experiments. UL Firefighter Safety Research Instute, Columbia, Maryland, December

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2017.

33. Horn, G.P., Kerber, S., Fent, K.W., Fernhall, B., and Smith, D.L.. Cardiovascular and Chemical Exposure Risks in Modern Firefighng, Interim Technical report, Illinois Fire Service Instute, University of Illinois‐Urbana/Champaign, 2016.

34. Horn, G.P., Kesler, R.M., Kerber, S., Fent, K.W., Schroeder, T.J., Sco, W.S., Fehling, P.C., Fernhall, B. and Smith, D.L., Thermal response to firefighng acvies in residenal structure fires: Impact of Job Assignment and Suppression Tacc. Ergonomics, 0(0):1–16, 0. PMID:28737481.

35. CDC, NIOSH, FIRE FIGHTER FATALITY INVESTIGATION AND PREVENTION. Accessed January 4, 2018 from hps://www.cdc.gov/niosh/fire/default.html

Additional Proposed Changes

File Name Description Approved Ch_4_General_DM_1_03_2018.docx Revised chapter 4 text and figures UL_Fire_environment_eqn.PNG Figure 4.1 CottonvsPUFsofaphoto.PNG Figure 4.2a sofa_comp_HRR.PNG Figure 4.2b 1952_Mack_side_view.JPG Figure 4.3a Modern_engine.jpg Figure 4.3b FF_1940_r2.jpg Figure 4.4a FF_1990_edited.jpg Figure 4.4b

Statement of Problem and Substantiation for Public Input

Developed Ch 4 at the request of the NFPA 1700 TC to provide a brief background of the research that has been conducted to support the evidence based practices discussed in this guide.

Submitter Information Verification

Submitter Full Name: Daniel Madrzykowski Organization: UL Firefighter Safety Research Street Address: City: State: Zip: Submittal Date: Thu Jan 04 18:23:25 EST 2018

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4.1 Scope

This chapter will provide a brief overview of the research conducted with the fire service that applied fire dynamics principles to structural firefighting and demonstrated the impact that changes in fuel loads and construction methods have had on the fire environment. These changes have altered the model of fire behavior taught to the fire service for decades. In addition, firefighter protective and safety equipment has also changed over the years. All these factors led to an assessment that firefighting tactics needed to evolve in order to improve the effectiveness of firefighting strategies and tactics. The changes to strategies and tactics are based on evidence (knowledge) developed as part of research projects and as a result of line of duty death and injury after action reports. The overarching objectives of all of these research endeavors was to increase the effectiveness of firefighters and increase the safety of the public and firefighters.

4.2 Purpose

An understanding of fire dynamics applied within the context of structure fires can provide a fire officer or a firefighter with means to assess how a fire will grow and spread within a structure and how best to control that growth. During the past two decades experimental results have been translated to tactical considerations. NFPA 1700 is a direct result of that body of research and the evidence based results. This chapter provides a timeline and a brief summary of the body of knowledge, which focused on research results that had application on the fire ground, used in this guide. The data taken from each study will be noted and referenced in the appropriate section of NFPA 1700.

4.3 The Need for Research

Technology is constantly changing the world around us as well as changing how we work and live. This is true for the fire service as well. Research that has a direct impact on the fire service comes from a wide range of disciplines – engineering, textile science, the military, and many others. For example the development of thermal imagers by the military enabled the use thermal imagers for the fire service.

4.3.1 Changes in the firefighters work environment.

Over the past 50 years, changes in construction materials, construction methods, insulation, and furnishings have changed the means and the speed of fire growth within a structure. Both research experiments and Line of Duty Death (LODD) and Line of Duty Injury (LODI) investigations have demonstrated the importance of understanding of how ventilation affects fire behavior. Fires in today’s fire environment, fueled predominantly by synthetic materials, commonly become ventilation‐limited. How, where, and when a fire receives oxygen greatly impacts the fire dynamics and the resulting thermal environment inside the structure.

Figure 4.1 Many factors in the construction methods, building materials, fuel loads, and power technologies have transformed the firefighters working environment. Image courtesy UL FSRI.

As outlined in Figure 4.1, the construction techniques and materials used to build a house over the past 50 years have changed. Engineered wood products have enabled long spans and open areas for improved use of living space in houses. Gypsum board interior linings been reduced in mass by 30% in recent years. In order to increase the energy efficiency of houses, insulation has improved, walls are wrapped in plastic to limit incursion of air and water and multi‐pane, low emissivity windows are now the norm. The objects and materials inside our homes have changed as well.

4.3.1.1 Furnishings

In the 1950’s a wide range of synthetic materials called polymers became available for use in clothing, furniture, interior finish and insulation. Today, the use of polyester, polystyrene, polyethylene, nylon, and polyurethane foam has become common place in homes, vehicles and industry. Durability, comfort, and economics all play a role in the design and manufacturer of furnishings that people choose to buy. Flexible polyurethane foam is one of the most common materials used in upholstered furniture.

Figure 4.2. Comparison of the speed of fire development, fire size, and heat release rate between a sofa with cotton cushions and a sofa with polyurethane foam cushions. Images courtesy of UL FSRI.

4.3.2 Firefighting Equipment Enables Changes in Firefighting Tactics.

4.3.2.1 During the same 50 year period, the tactics firefighters use on the fire ground have also changed. The reliance on indirect, or exterior attack, prior to entry changed to a focus on interior, direct attack.

4.3.2.2 This change occurred largely due to the improvements in protective equipment and clothing that firefighters rely on to enter high temperature atmospheres considered immediately dangerous to life or health (IDLH). Just as the use of synthetic materials has overtaken the use of natural materials such as cotton, wool, or wood in homes, the same trend is true for firefighter protective clothing and equipment. In the past, firefighting coats were wool lined and had an outer layer of cotton canvas or a layer of rubber. Firefighters protected their feet and legs with long rubber boots. Hoses used to be cotton jacketed with rubber liners. Starting in the 1960’s new materials, such as aramid fibers (Nomex® and Kevlar®) and polybenzimidazole (PBI), were introduced. These materials did not melt and had a high resistance to ignition. These materials are now in common use as part of fire fighters’ protective clothing and equipment.

4.3.2.3 The use of self‐contained breathing apparatus (SCBA) has improved conditions for fire fighters. The continued development of SCBAs with lighter materials, increased air supply, electronic monitoring and warning devices also have made working in a smoke filled building safer. Continued developments in the fields of electronics and sensing have produced improvements in situational awareness for fire fighters in the form of thermal imaging and fire fighter tracking and accountability systems.

4.3.2.4 Currently the firefighter has the most advanced protective ensemble and a wider range of tools and equipment for fighting fire than ever before. The synthetic materials currently used in the firefighting gear have improved performance over the natural materials in many ways.

Figure 4.3 Firefighter protective equipment changed significantly. Early versions of respiratory protective equipment have been around for more than 100 years, however routine use of SCBA did not begin for many fire departments until the 1980’s. Images courtesy of UL FSRI.

Figure 4.4 Firefighting equipment, such as these two apparatus have also changed over the years. Images courtesy of UL FSRI.

4.3.3 Thermal Exposure Capabilities of Firefighting Gear

Understanding the measured thermal exposures from research fire experiments and considering the thermal exposures in the aftermath of firefighter LODDs and Line of Duty Injuries (LODIs) we understand that fire conditions can over take the protective capabilities of the firefighter protective clothing and safety equipment. Therefore the protective capabilities of firefighter protective clothing and safety equipment must be understood in terms of tactical assignments to ensure that level of protection matches the potential hazards in the firefighters’ work place.

4.3.3.1 The Fire Protection Research Foundation report, Fire Fighter Equipment Operational Environment (FFEOE): Evaluation of Thermal Conditions, is a summary of the thermal exposure research to date and studies from the 1970’s to present that supported the development of the structural firefighter protective clothing [1].

4.4 Fire Research

The fire research has been conducted for many reasons such as improved fire safety, understanding fire dynamics within a compartment, the development of firefighter protective equipment, and the study of firefighting tactics.

4.4.1 America Burning

The release of America Burning [2] in 1973 generated funding and programs that resulted in studies focused on fire dynamics in a compartment, toxicity of fire gases, flammability of furniture (available at the time), plastics, fire detection, suppression and firefighting PPE. In addition to federal, industrial research and top‐ranked engineering schools across the U.S. [3], there were also significant fire research efforts underway in Canada, Japan, Sweden, and the United Kingdom, to name a few. The collective findings of these efforts were incorporated into the development of the SFPE Handbook of the Fire Protection Engineering [4] and additions to the National Fire Protection Association (NFPA) Fire Protection Handbook [5]. These major gains in fire knowledge in the 1970s, 1980s, and 1990s led to improvements in fire measurements and the development of quantitative methods of predicting or simulating fire behavior. The first text book on fire dynamics was authored by Dougal Drysdale and published in 1985 [6]. Needless to say the scope of the information contained in these books is beyond the scope of this guide, but it is important to note that the fundamentals of fire behavior and analytical methods for the interaction between fire, buildings, and people are presented in these books.

4.5 Summary of Structural Fire Dynamics Research

Research topics covered by firefighting tactics have a broad range, but for purposes of this guide the focus is on the operational environment for firefighting. Recent firefighting studies address the concepts of fuel‐limited fires and ventilation‐limited fires within a compartment or structure, based on fuel load, ventilation and building construction. Madrzykowski provides an overview in the paper, " Fire Dynamics: The Science of Fire Fighting" [7]. One of the factors regarding the thermal environment firefighters may work in is time. It makes sense that the longer a firefighter is exposed to a hazard, the less time the firefighter may have to continue to operate. However, there are other time considerations, such as, how long has the fire been burning and what stage is the fire in?

4.5.1 Time to Flashover

The paper, "Analysis of Changing Residential Fire Dynamics and Its Implications on Firefighter Operational Timeframes", by Kerber, discusses many of the changes that have occurred on the fire ground [8]. These changes include home size, geometry, contents, construction materials, and construction methods. As a result, the fire development in structures and the fire’s response to traditional firefighting tactics has also changed.

Kerber conducted a series of compartment fire experiments to examine the difference in time to flashover between a room furnished with legacy fuels and a room furnished with modern fuels. Legacy fuels meant furnishings made from wood, steel and cotton. Modern fuels are characterized by polyurethane foam, polyester fiber and fabric, engineered wood, and plastics in many different forms. Each room was ignited by a small open flame from a candle on the sofa. The flashover times for the modern room averaged 235 seconds after ignition. Only two of the three legacy room fires resulted in flashover. The average flashover times for the two legacy rooms was 1,912 seconds after ignition. It took eight times longer for the cotton sofa to generate enough heat release rate to spread fire throughout the room [8]. The driving difference in these experiments was the sofa with cushions made from polyurethane foam and polyester batting. These synthetic fuels can significantly change the thermal environment firefighters respond to.

4.5.2 Structural Collapse Studies

4.5.2.1 Phoenix FD and NIST Roof Collapse Studies

4.5.2.1.1 Ordinary Construction Warehouse

In 2001, the Phoenix Fire Department obtained a 135 ft. (41 m) by 50 ft. (15 m) warehouse that was scheduled for demolition. The building was a single story with a peaked roof. The peak of the roof was 18 ft (5.5 m) above the floor. The main chords of the wood roof trusses were full‐ dimension 2 in (50 mm) by 12 in (305 mm) lumber. The warehouse was separated into two sections with a fire rated wall constructed for these experiments. One fire experiment was conducted in each section. Stacks of wood pallets were used as the primary fuel source and were ignited using paper and an electric match. Some combustible debris and the building structural elements provided the remainder of the fuel load. Peak temperatures obtained at different elevations ranged from approximately 570 °F (300 °C) to 1470 °F (800 °C). Peak carbon monoxide volume fractions, measured at a height of (1 in) 25 mm and 3 ft (0.9 m) above the floor. reached 4 % in the first test and 5 % during the second test. The roof of the front half of the structure collapsed approximately 18 min after ignition of the fire for the first test. The roof of the back half of the structure collapsed about 15 min after the start of the second test [9]. Assuming a 6 to 10 minute fire department response time, these collapses would have occurred within 5 to 12 minutes of the start of fire ground operations.

4.5.2.1.2 Single Story, Residential

The Phoenix Fire Department built four similar sized structures with overall dimensions of approximately 24 ft (7.3 m) by 18 ft (5.5 m). Each structure had a different roof construction: asphalt shingles over plywood, asphalt shingles over oriented strand board (OSB), cement tiles over plywood and cement tiles over OSB. The roof trusses were built from nominal dimension 2 x 4 s. Furniture items were placed in the front and back of each structure to simulate living room and bedroom areas. The living room and bedroom areas of each structure were ignited simultaneously using electric matches. Peak temperatures obtained during the tests ranged from approximately 1500 °F (800 °C) to 1800 °F (1000 °C). The roof of each structure collapsed approximately 17 minutes after ignition [10].

4.5.2.2 UL and NIST Floor Collapse Studies

4.5.2.2.1 Floor Furnace Comparisons

UL published their research findings on the structural stability of engineered lumber in fire conditions in 2008 [11]. The experiments were conducted on a floor furnace. The research demonstrated that “modern” engineered wood floor assemblies failed faster than wood floor assemblies with “legacy” designs. This study also pointed out that modern tools like thermal imagers had limited use in determining the condition of the floor assembly or the fire conditions under the floor. Further the study questioned the use of time honored means of “sounding the floor”, as a way to determine if the floor was safe to operate on.

4.5.2.2.2 Townhouse Floor Comparisons

In 2012, UL & NIST released a study that examined four types of flooring systems in a townhouse type arrangement, with a 720 sq ft (67 sq m) floor area and a 20 ft (6.1 m) span. These experiments were conducted to examine the time to collapse for residential floor systems constructed with dimensional lumber, wood I‐joists, parallel chord wood trusses, and lightweight steel C‐channel. The results from this study proved that any of the unprotected floor assemblies could collapse within the operational time frame of the fire department. The report again indicates that current fire ground practices of entering on the floor above the fire and working down to fire the basement will not provide the firefighter with the appropriate information to make decisions to enable a safe operating environment [12].

4.5.2.2.3 Two Level Structure, Comparison of Thermal Imagers

NIST conducted experiments in two level wood structures with a 16 ft (4.8 m) span that supported the findings of the UL study on the value of gypsum board to protect the floor assembly and the challenges for the thermal imagers. Three firefighting thermal imagers (TIs), each with a different type of sensor, were used to view and record the thermal conditions of the top of the floor assembly from the open doorway in the upper compartment. Times to collapse of each floor were also noted. Given the insulating effects of the OSB and the floor coverings, the temperature increase or thermal signatures viewed by the TIs were small given the fact that the ceiling temperatures below the OSB were in excess of 1110 °F (600 °C). These experiments demonstrated that TIs alone cannot be relied upon to determine the structural integrity of a wood floor system. Therefore, it is critical for the fire service to review their practice of size‐up and other fire ground tactics needed to enable the location of the fire prior to conducting fire operations inside a building. The study also highlighted the interaction of ventilation to the fire area in order to generate the energy needed to fail the floor assemblies [13].

4.5.3 Wind Driven Fires in Structures

Two studies were conducted to measure the impact of wind on the thermal environment within a fire apartment and public access areas connected to the apartment.

4.5.3.1 Laboratory Study

The first study, started in 2007 was sponsored by the NFPA FPRF and the USFA was conducted within a laboratory at NIST to gain insight into the heat release rate of the apartment [14]. In this study, a three room apartment was attached to approximately 48 feet of public corridor. The conditions in the corridor were of critical importance because that is the portion of the building that firefighters would use to approach the fire apartment or that occupants from an adjoining apartment would use to exit the building. The fires were ignited in the bedroom of a three room apartment. Prior to the failure or venting of the bedroom window, which was on the upwind side of the experimental apartment, the heat release rate from the fire was on the order of 1 MW. Prior to implementing any mitigating tactics, the heat release rates from the post‐flashover structure fire were typically between 15 MW and 20 MW. When the door from the apartment to the corridor was open, temperatures in the corridor area near the open doorway, 5.0 ft (1.52 m) below the ceiling, were in excess of 1112 °F (600 °C) for each of the experiments. The heat fluxes measured in the same location, during the same experiments, were in excess of 70 kW/m². These thermal conditions are not tenable, even for a firefighter in fully protective gear. These conditions were attained within 30 s of the window failure. The study showed that wind speeds as low as 9 miles per hour could create the unidirectional fire exhaust flows, floor to ceiling within the structure’s flow path. These experiments demonstrated the thermal conditions that can be generated by a “simple room and contents” fire and how these conditions can be extended along a flow path within a structure when a wind condition is present. Two potential tactics which could be implemented from either the floor above the fire in the case of a Wind Control Device (WCD) or from the floor below the fire in the case of the external water application were demonstrated to be effective in reducing the thermal hazard in the corridor. Other data and observations, such as the fire pulsing out of the window opening against the wind, can provide valuable information to the fire service for hazard recognition purposes [14].

4.5.3.2 High‐rise Study

The second study was supported by and conducted by the Fire Department of New York City (FDNY) in a high‐rise apartment building on Governors Island in 2008. 14 experiments were conducted to evaluate the ability of positive pressure ventilation fans, wind control devices and external water application to mitigate the hazards of a wind driven fire in a structure. NIST instrumented components of the flow path throughout the building which included the fire apartment, public corridor, and a stairwell. The results of the experiments provided a baseline for the hazards associated with a wind driven fire and the impact of pressure, ventilation and flow paths within a structure. Wind created conditions that rapidly caused the fire hazard in the structure to increase by forcing hot fire gases through the apartment of origin and into the public corridor and stairwell. These conditions would be untenable for advancing fire fighters. Door control tactics, coupled with the tactical use of PPV fans, WCDs and external water application were able to reduce the thermal hazard created by the wind driven fire. Multiple tactics used in conjunction with each other were very effective at improving conditions for fire fighter operations and occupant egress[15].

4.5.4 Firefighting Ventilation Studies A wide range of ventilation studies has been conducted in both purpose built structures inside of laboratories and in acquired structures. Some of the studies focused on natural ventilation [16,17] and other considered positive pressure ventilation (PPV) [18‐23] All of the studies show that providing additional oxygen to a ventilation limited compartment fire, resulted in an increase of heat release rate, temperature, and pressure in the structure and along the exhaust portions of the flow path.

4.5.4.1 The UL Firefighter Safety Research Institute team conducted several research studies in their laboratory, in structures built to resemble a 1200 sq. ft. (112 sq m) single story home and a 3200 sq. ft. (297 sq. m.) two story home [16,17,23]. The results of the experiments demonstrated that a upholstered furniture fire resulted in ventilation limited fire conditions prior to fire department arrival and continued in the structures after venting, either horizontal or vertical, until suppression actions reduced the heat release rate of the fire. As the buildings were vented, oxygen entered the hot, fuel‐rich, (ventilation limited) environment within the structure, which resulted in rapid (30 to 120 s) increases in heat and gas velocities within exhaust portion of the flow path. In other words, between the location of the fire and the exhaust vent. In these experiments, the temperature conditions ranged between ambient and those consistent with flames, as have been shown in previous studies. In these experiments the fire attack was started from the exterior of the structure.

4.5.5 Firefighting Suppression Studies

4.5.5.1 Governors Island, 2012

The Fire Department of the City of New York, along with NIST and UL conducted a series experiments in abandoned townhouses with approximately 600 square foot area per floor and unprotected dimensional lumber floor systems between the 1st level and the basement level. The live burn tests are aimed at quantifying emerging theories about how fires are different today. Tactics examined included vent enter Isolate and search (VEIS), horizontal and vertical ventilation, and interior and exterior fire attack. Fires attacked and controlled from exterior openings from the front and or rear back of the structure resulted in improved conditions throughout the structures [24]. In addition, fire professionals and experts will closely analyze how the introduction of oxygen into these scenarios impacts fire behavior and how this required consideration of new procedures on ventilation strategies during firefighting operations.

4.5.5.2 Spartanburg 2013 and 2014

The International Society of Fire Service Instructors (ISFSI) in co‐operation with NIST, the South Carolina State Fire Academy and the Spartanburg Fire Department conducted two series of firefighting experiments in acquired structures were conducted as part of the AFG funded “Translating Fire Fighting Research Results into Fire Fighter Training Project”. The experiments demonstrated the value of size‐up, coordinated ventilation and offensive fire attacks which began on the exterior. These experiments and previous firefighting research, such as the Governors Island studies provided the basis for the ISFSI’s Principles of Modern Fire Attack course [25].

4.5.5.3 UL FSRI Fire Attack study

Between 2015 and 2017 UL FSRI, with the support of the DHS/FEMA Assistance to Firefighters Grant Research program, conducted three different series of experiments to develop knowledge of firefighting hose streams applied during an interior and transitional fire attack and their impact on victim survivability and firefighter safety. Objectives of the studies included: 1) developing an understanding where the water goes and how air flows during interior and transitional fire attack and what that means to the fire dynamics within a structure, and advancing the understanding of victim survivability in the modern fire environment.

4.5.5.3.1 Water Distribution

The experiments conducted were intended to develop a fundamental knowledge of water distribution in compartments from fire service hose streams, without the presence of furniture. The stream locations were chosen to simulate an attack from a hallway into a room and an attack through a window into a room. Fundamental knowledge of water dispersion and distribution was gained from these experiments. The results of the water distribution made it clear that the hose streams effectiveness was limited to ’line of sight’. The ability to apply water to all surfaces in a room is limited when the nozzle is located outside the compartment. Once inside the compartment a firefighter can put water anywhere in the room by moving the nozzle. This is completely within the control of the firefighter. When outside the room this is not possible. However understanding the dynamics of water hitting a surface at different angles provides the ability to extrapolate this knowledge to other locations [26].

4.5.5.3.2 Air Entrainment

The air entrainment tests were conducted without the presence of fire to gain a fundamental understanding of how hose streams entrain and move air. Each set of experiments was intended to add to the understanding of air entrainment and pressure from fire service hose streams by evaluating the differences caused by various application methods, hose stream types, nozzle movements, pressures/flowrates, manufacturers, and ventilation configurations. These experiments looked to quantify air entrainment by hand‐held fire hose streams, expanding on work already done looking at hydraulic ventilation [27‐30]. The results show that to increase entrainment, a firefighter should have the water interact with as much air as possible. This can be done by using a fog pattern, moving the nozzle rapidly (any pattern), and providing the largest stream length. If the intent is to limit air entrainment, the nozzle firefighter should limit nozzle movement, use a smooth bore or straight stream and minimize the stream length where possible. No difference was seen between air entrainment in a smooth bore stream versus a straight stream. Understanding these key concepts of air entrainment can aid firefighters in being more effective. Applying these concepts to structural firefighting allows for better control of air entrainment during both interior and exterior operations [31].

4.5.5.3.3 Full‐Scale Residential Fire Experiments

UL FSRI conducted twenty‐six full‐scale structure fire experiments in a single‐story 1,600 ft2 (149 sq. m) ranch home style test structure. Two of those structures were built inside UL’s large fire lab in Northbrook, IL. The objective of the study was analyzing how firefighting tactics, specifically suppression methods, affect the thermal exposure and survivability of both building occupants and firefighters in residential structures. This was accomplished by measuring the impact of different fire attacks on a fire in a bedroom(s), at the end of a hallway and understand the effect it would have on the fire environment and any persons in the structure [32]. Most of the experiments involved firefighters flowing water either before or shortly after they entered the structure. Two fire attack methods, interior and transitional were used with three different structure ventilation configurations. To determine the thermal exposure within the test structure it was instrumented for temperature, pressure, gas velocity, heat flux, gas concentration, and moisture content. Additionally, to provide information on occupant burn injuries, five sets of instrumented pig skin were located in pre‐ determined locations in the structure. The results were evaluated by a fire service based, project technical panel and 18 tactical considerations were developed. Common threads for the results: 1) rapid and effective water application into the fire compartment, either from the interior or exterior, reduced the thermal hazard throughout the structure and 2) suppression operations, either from the interior or exterior, did not increase potential burn injuries to occupants[32].

4.5.5.4 IFSI

A series of experiments was conducted by research teams from the Illinois Fire Service Institute (IFSI), UL FSRI, NIOSH, and Skidmore College. The goal of this study was to investigate the effects of modern fire environments on the two most pressing concerns in the fire service today, cardiovascular and carcinogenic risks [33,34]. As part of the study, 12‐person teams performed realistic firefighting tactics in residential fire environments that contained common building materials and furnishings.

Specific to the thermal environment one of the key areas of the IFSI study was the measurement of the production and transfer of heat through modern PPE and onto or into firefighters’ bodies. The variables that impacted that heat transfer included tactical decisions (interior only vs. transitional attack) and operating location (interior fire suppression/search vs. exterior operations vs. interior overhaul). The overall results showed that: 1) temperatures inside the fire structure decreased after water was applied; 2) transitional attack resulted in faster water application; 3) local temperatures were higher for firefighters operating inside versus other positions (neck skin temperatures for inside attack firefighters were lower when exterior attack was used); and 4) higher body core temperatures were measured for the outside vent and overhaul positions.

4.6 National Institute for Occupational Safety and Health (NIOSH)

The National Institute for Occupational Safety and Health is a part of the Centers for Disease Control and Prevention (CDC) of the U.S. Department of Health and Human Services. The mission of the NIOSH Fire Fighter Fatality Investigation and Prevention Program (FFFIPP) is to conduct investigations of fire fighter line‐of‐duty deaths to develop recommendations for preventing future deaths and injuries. The program does not seek to determine fault or place blame on fire departments or individual fire fighters, but to learn from these tragic events and prevent future similar events. These reports and recommendation have been the catalyst for most of the fire service research studies listed in this chapter.

4.6.1 The FFFIPP program, which started in 1998, is divided into two main areas of study; traumatic injury deaths and Cardiovascular Disease Deaths (CVD). The traumatic injury deaths are investigated per the Fatality Assessment and Control Evaluation (FACE) model. Incidents investigated under this model include; burns, diving accidents, electrocutions, falls, motor vehicle accidents and structural collapse incidents. Heart attack and stroke are two of the most common types of line of duty deaths for fire fighters – accounting for almost half of the firefighter deaths in this country annually. FFFIPP investigations of CVD examine both the individual’s risk factors for coronary artery disease and workplace factors. Workplace factors include what conditions the fire fighter was exposed to in terms of physical effort, exposure to hazardous chemicals and thermal stress. In addition, NIOSH assesses the fire department’s fitness and wellness program, as well as any screening program for coronary artery disease. Since the program started more than 600 investigation reports have been produced. Based on the trends discovered in the investigations, NIOSH has issued special reports on topics such as; “Preventing Injuries and Deaths of Fire Fighters Due to Structural Collapse,” “Fire Fighter Fatality Investigation and Prevention Program: Leading Recommendations for Preventing Fire Fighter Fatalities, 1998–2005,” and “Preventing Deaths and Injuries of Fire Fighters Working Above Fire‐Damaged Floors. ” All of the completed investigations and the special reports can be downloaded from https://www.cdc.gov/niosh/fire/default.html [35].

4.7 Summary of Fire Fighting Research

Building on the scientific body of knowledge that supports the fire protection engineering discipline, research specific to firefighting tactics has been conducted. The results of the studies, referenced here, have been used as a basis of change for fire department standard operating procedures or guides across North America. Experience in the field has shown positive results when tactics such as size‐up, door control, coordinated ventilation, and exterior attack, prior to entry, have been used to accomplish the incident priorities of life safety, incident stabilization, property conservation.

4.8 References

1. Madrzykowski, D., Fire Fighter Equipment Operational Environment (FFEOE): Evaluation of Thermal Conditions. UL Firefighter Safety Research Institute, Columbia, Maryland, August 2017.

2. America Burning, The Report of The National Commission on Fire Prevention and Control. Washington, D.C., May 1973.

3. Gross,D., Fire Research at NBS: The First 75 Years. In Fire Safety Science – Proceedings of the Third International Symposium, pages 119–133. International Association for Fire Safety Science, 1991.

4. Hurley, M.J., ed., SFPE Handbook of Fire Protection Engineering. Springer, NY. NY., 5th edition, 2016.

5. Fire Protection Handbook. National Fire Protection Association, Quincy, Massachusetts,20th ed., 2008.

6. Drysdale, D., An Introduction to Fire Dynamics. John Wiley and Sons, New York, 2nd edition, 2002.

7. Madrzykowski, D., Fire Dynamics: The Science of Fire Fighting, International Fire Service Journal of Leadership and Management, FPP/IFSTA, Stillwater, OK., Vol 7, 2013.

8. Kerber, S., Analysis of Changing Residential Fire Dynamics and Its Implications on Firefighter Operational Timeframes. Fire Technology, 48:865–891, October 2012.

8. Stroup, D.W., Madrzykowski, D., Walton, W.D., and Twilley, W., Structural Collapse Fire Tests: Single Story, Ordinary Construction Warehouse, National Institute of Standards and Technology, Gaithersburg, MD., NISTIR 6959, May 2003. 10. Stroup, D,W., Bryner, N.P., Lee, J., McElroy, J., Roadarmel, G., and Twilley, W.H., Structural Collapse Fire Tests: Single Story, Wood Frame Structures, National Institute of Standards and Technology, Gaithersburg, MD., NISTIR 7094, March 2004.

11. Izydorek, M.S., Zeeveld, P.A., Samuels, M.D., Smyser, J.P., Report on Structural Stability of Engineered Lumber in Fire Conditions. Underwriters Laboratories, Northbrook, Illinois, September 2008.

12. Kerber, S., Madrzykowski, D., Dalton, J., and Backstrom, R., Improving Fire Safety by Understanding the Fire Performance of Engineered Floor Systems and Providing the Fire Service with Information for Tactical Decision Making. Underwriters Laboratories, Northbrook, Illinois, March 2012.

13. Madrzykowski, D. and Kent, J., Examination of the Thermal Conditions of a Wood Floor Assembly above a Compartment Fire, National Institute of Standards and Technology, Gaithersburg, MD., NISTTN 1709, July 2011.

14. Madrzykowski, D. and Kerber, S., Fire Fighting Tactics Under Wind Driven Conditions: Laboratory Experiments, National Institute of Standards and Technology, Gaithersburg, MD., NISTTN 1618, January 2009.

15. Kerber, S. and Madrzykowski, D., Fire Fighting Tactics Under Wind Driven Conditions: 7 Story Building Experiments, National Institute of Standards and Technology, Gaithersburg, MD., NISTTN 1629, April 2009.

16. Kerber, S., Impact of ventilation on fire behavior in legacy and contemporary residential construction. Underwriters Laboratories, Northbrook, Illinois, December 2010.

17. Kerber, S., Study of the effectiveness of fire service vertical ventilation and suppression tactics in single family homes. Underwriters Laboratories, Northbrook, Illinois, June 2013.

18. Kerber, S. and Walton, W.D., Effect of Positive Pressure Ventilation on a Room Fire, National Institute of Standards and Technology, Gaithersburg, MD., NISTIR 7213, March 2005.

19. Kerber, S. and Walton, W.D., Full‐Scale Evaluation of Positive Pressure Ventilation In a Fire Fighter Training Building. National Institute of Standards and Technology, Gaithersburg, MD., NISTIR 7342, July 2006.

20. Kerber, S., Madrzykowski, D., and Stroup, D.W., Evaluating Positive Pressure Ventilation In Large Structures: High‐Rise Pressure Experiments. National Institute of Standards and Technology, Gaithersburg, MD., NISTIR 7412, March 2007.

21. Kerber, S., and Madrzykowski, D., Evaluating Positive Pressure Ventilation In Large Structures: High‐ Rise Fire Experiments, National Institute of Standards and Technology, Gaithersburg, MD., NISTIR 7468, November 2007. 22. Kerber, S., and Madrzykowski, D., Evaluating Positive Pressure Ventilation In Large Structures: School Pressure and Fire Experiments. National Institute of Standards and Technology, Gaithersburg, MD., NISTTN 1498, July 2008.

23. Zevotek, R. and Kerber, S., Study of the effectiveness of fire service positive pressure ventilation during fire attack in single family homes incorporating modern construction practices. UL Firefighter Safety Research Institute, Columbia, Maryland, May 2016.

24. Madrzykowski, D., Kerber, S., and Zipperer, J., Scientific Research for the Development of More Effective Tactics ‐ Governors Island Experiments Training: Governors Island Experiments, July 2012. Accessed January 3 2018, from http://ulfirefightersafety.org/resources.

25. ISFSI, The Principles of Modern Fire Attack Course Accessed January 3 2018, from http://www.isfsi.org/p/cl/et/cid=1000

26. Weinschenk, C., Stakes, K., and Zevotek, R Impact of fire attack utilizing interior and exterior streams on firefighter safety and occupant survival: air entrainment. UL Firefighter Safety Research Institute, Columbia, Maryland, December 2017.

27. Knapp, J., Pillsworth, T., and White, S., Nozzle Tests Prove Fireground Realities, Part 1. Fire Engineering, February 2003.

28. Knapp, J., Pillsworth, T., and White, S., Nozzle Tests Prove Fireground Realities, Part 2. Fire Engineering, September 2003.

29. Knapp, J., Pillsworth, T., and White, S., Nozzle Tests Prove Fireground Realities, Part 3. Fire Engineering, September 2003.

30. Willi, J., Weinschenk, C., and Madrzykowski, D., Impact of Hose Streams on Air Flows Inside a Structure. NISTTN 1938, National Institutes of Standards and Technology, Gaithersburg, MD, 2016.

31. Weinschenk, C., Stakes, K., and Zevotek, R Impact of fire attack utilizing interior and exterior streams on firefighter safety and occupant survival: water mapping. UL Firefighter Safety Research Institute, Columbia, Maryland, December 2017.

32. Zevotek, R., Stakes, K., and Willi, J., Impact of fire attack utilizing interior and exterior streams on firefighter safety and occupant survival: full scale experiments. UL Firefighter Safety Research Institute, Columbia, Maryland, December 2017.

33. Horn, G.P., Kerber, S., Fent, K.W., Fernhall, B., and Smith, D.L.. Cardiovascular and Chemical Exposure Risks in Modern Firefighting, Interim Technical report, Illinois Fire Service Institute, University of Illinois‐Urbana/Champaign, 2016.

34. Horn, G.P., Kesler, R.M., Kerber, S., Fent, K.W., Schroeder, T.J., Scott, W.S., Fehling, P.C., Fernhall, B. and Smith, D.L., Thermal response to firefighting activities in residential structure fires: Impact of Job Assignment and Suppression Tactic. Ergonomics, 0(0):1–16, 0. PMID:28737481. 35. CDC, NIOSH, FIRE FIGHTER FATALITY INVESTIGATION AND PREVENTION. Accessed January 4, 2018 from https://www.cdc.gov/niosh/fire/default.html

National Fire Protection Association Report https://submittals.nfpa.org/TerraViewWeb/ContentFetcher?commentPar...

Public Input No. 68-NFPA 1700-2017 [ Section No. 5.5.1 [Excluding any Sub-Sections] ]

A fuel is any substance that sustains combustion under specified environmental conditions. The majority of fuels encountered are organic, which means that they are carbon-based and may contain other elements such as hydrogen, oxygen, and nitrogen in varying ratios. Examples of organic fuels include wood, wool, plastics, , alcohol, and natural gas. Inorganic fuels contain no carbon. Examples of inorganic fuels would include combustible metals, such as magnesium or sodium. The term fuel load is used to describe the amount of fuel present within a defined space, usually within a compartment. Fuel load can include contents, compartment linings and structural materials. Increased synthetic fuel loads and new construction materials with higher heat of combustion lead to higher heat release rate. Fuel loads vary greatly across occupancies; the nature of contents, amount and configuration should be considered.

Statement of Problem and Substantiation for Public Input

Added term fuel load to fuel to provide more context for firefighters

Submitter Information Verification

Submitter Full Name: Stephen Kerber Organization: Underwriters Laboratories, Inc Street Address: City: State: Zip: Submittal Date: Wed Dec 06 16:31:54 EST 2017

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Public Input No. 45-NFPA 1700-2017 [ Section No. 5.5.1.1 ]

5.5.1.1 Application of Term for Chapter. [REMOVE, not applicale to this discussion] For the purposes of this chapter, the term fuel is used to describe vapors and gases rather than solids.

Statement of Problem and Substantiation for Public Input

We use the term fuel to describe solids as well.

Submitter Information Verification

Submitter Full Name: Stephen Kerber Organization: Underwriters Laboratories, Inc Street Address: City: State: Zip: Submittal Date: Wed Dec 06 15:20:02 EST 2017

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Public Input No. 59-NFPA 1700-2017 [ Section No. 5.5.1.5.2 ]

5.5.1.5.2 Pyrolysis. Since solids cannot burn in their current state, the solid must be pyrolyzed. Pyrolysis is a process in which the solid fuel is decomposed, or broken down, into simpler molecular compounds by the effects of heat alone. Pyrolysis precedes combustion and continues to support the combustion after ignition occurs. The application of heat causes vapors or pyrolysis products to be released where they can burn when in proper mixture with air and a sufficient ignition source is present, or if the fuel’s autoignition temperature is reached. Observing a piece wood that is “on fire,” a gap can be seen between the wood and the flames. The fuel gases (pyrolyzates) being emitted from the wood mix with oxygen in the air, and the combustion takes place above the fuel surface area in a region of vapors created by heating the fuel surface. If the thermal exposure to the fuel is increased, the rate of pyrolysis (gaseous fuel generation) may increase.

Statement of Problem and Substantiation for Public Input

Remove term that is not important for fire service.

Submitter Information Verification

Submitter Full Name: Stephen Kerber Organization: Underwriters Laboratories, Inc Street Address: City: State: Zip: Submittal Date: Wed Dec 06 16:08:31 EST 2017

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Public Input No. 101-NFPA 1700-2017 [ Section No. 5.5.3 [Excluding any Sub-Sections] ]

The heat component of the tetrahedron represents thermal energy above the minimum level necessary to release fuel vapors and cause ignition. Heat is commonly defined in terms of heating rate BTU/second (kW) intensity BTU/(second x sq. ft.) (kW/m2), or as the total heat energy received over time. In a fire, heat produces fuel vapors, causes ignition, and promotes fire growth and flame spread by maintaining a continuous cycle of fuel production and ignition.

Statement of Problem and Substantiation for Public Input

BTU is a measurement of heat energy. The BTU/second is a unit of power or Heat Release Rate. The BTU/second x sq. ft. would be a measure of heat flux, what you are describing as intensity. By leaving out the time component on your units that use the BTU, you are using the wrong units of measurement.

Submitter Information Verification

Submitter Full Name: James Mendoza Organization: San Jose Fire Department Street Address: City: State: Zip: Submittal Date: Fri Dec 15 16:16:58 EST 2017

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Public Input No. 102-NFPA 1700-2017 [ Section No. 5.5.3.2 ]

5.5.3.2 Heat Flux. Heat flux is the measure of the rate of heat transfer to a surface, expressed in BTU/second x sq. ft. (kW/m2). The higher the heat flux from a fire to surface, the faster the temperature of the surface will increase. The higher the heat flux exposure to protective equipment, the sooner it will fail. The higher the heat flux to bare skin the shorter the time to pain and injury. (See Table 921:5.5.4.2.)

Statement of Problem and Substantiation for Public Input

Heat flux is energy/time per surface area. By just having a BTU you don't have a heat flux. You need to have BTU/sec x sq. ft to make it equivalent to joules/sec x sq. meters, which is an equivalent to: watt/sq. meter

Submitter Information Verification

Submitter Full Name: James Mendoza Organization: San Jose Fire Department Street Address: City: State: Zip: Submittal Date: Fri Dec 15 16:24:42 EST 2017

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Public Input No. 103-NFPA 1700-2017 [ Section No. 5.5.3.3 ]

5.5.3.3 Temperature. Temperature is a measure of the sensible heat in a gas, liquid, or solid, as measured by a thermometer or similar instrument. Increasing the Temperature is a measurement of the molecular motion of the gas, liquid or solid. Increasing the HRR of a fire may not increase the temperature of the flames. (See Figure 5.5.3.3.) Figure 5.5.3.3 Heat Release Rate Versus Temperature Visualization.

Statement of Problem and Substantiation for Public Input

Stating that temperature is a measure of the sensible heat does not help the student grasp what temperature is, and thus will create confusion when distinguishing between temperature and heat (which you throw in immediately after the definition). You should also define "sensible heat" somewhere, if you are going to use it to help define temperature.

Submitter Information Verification

Submitter Full Name: James Mendoza Organization: San Jose Fire Department Street Address: City: State: Zip: Submittal Date: Fri Dec 15 16:38:17 EST 2017

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Public Input No. 96-NFPA 1700-2017 [ Section No. 5.6.2 [Excluding any Sub-Sections] ]

The response of fuels to heat is quite varied. Figure 5.6.2 illustrates the wide range of processes that can occur. Figure 5.6.2 Phase Changes.

Additional Proposed Changes

File Name Description Approved NFPA_correction.docx Correcting an error in 5.6.2

Statement of Problem and Substantiation for Public Input

As stated in attached document. Correction to an error in 5.6.2

Submitter Information Verification

Submitter Full Name: James Jim Campbell Organization: Pike Township Fire Department Street Address: City: State: Zip: Submittal Date: Mon Dec 11 06:25:44 EST 2017

48 of 162 3/5/2018, 7:10 PM NFPA correction:

In 5.6.2 under ‘phase changes’, you list a material that sublimates as “Methenamine”. This is incorrect. It should be ‘Methanamine’. The former is drug used for treating urinary tract infections. The latter is the one I believe you meant to use, as it is the IUAPC (International Union of Applied and Pure Chemistry) name for methylamine. National Fire Protection Association Report https://submittals.nfpa.org/TerraViewWeb/ContentFetcher?commentPar...

Public Input No. 50-NFPA 1700-2017 [ Section No. 5.8 ]

5.8 Fluid Flows. [Move to chapter 6] 5.8.1 General. Flows can be generated by mechanical forces (like fans) or by buoyant forces generated by temperature differences. In most instances, buoyant flows are most significant in fires. Important buoyant flows in fire include fire plumes above burning objects, ceiling jet flows when plume gases strike the ceiling and move along the ceiling, and the flow of hot gases out of a door or window (vent flows). 5.8.2 Buoyant Flows. Buoyant flows occur because hot gases are less dense than cold gases. 5.8.3 Fire Plumes. The hot gases created by the fire rise above the fire source as a fire plume. As the hot gases rise, they entrain the surrounding air causing the flow of gases in the plume to increase in height and volume. 5.8.4 Ceiling Jets. When a fire plume reaches the ceiling of a room, the gases turn to move laterally along the ceiling as a ceiling jet. The ceiling jet flows along the ceiling until the flow encounters a vertical obstruction such as a wall. 5.8.5 Vent Flows. The buoyancy of hot fire gases and the resulting pressure in the compartment causes flow out of and into the compartment through vents or openings. In a compartment fire with a single vent opening, hot gases flow out through the upper portion of the opening, and fresh air enters in the lower portions of the opening.

Statement of Problem and Substantiation for Public Input

As described, flows induced by fans, etc...this all belongs in Chapter 6.

Submitter Information Verification

Submitter Full Name: Stephen Kerber Organization: Underwriters Laboratories, Inc Street Address: City: State: Zip: Submittal Date: Wed Dec 06 15:29:53 EST 2017

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Public Input No. 104-NFPA 1700-2017 [ Section No. 5.9.1 ]

5.9.1 The transfer of heat is a major factor in fires and has an effect on ignition, growth, spread, and extinction. Heat is always transferred from the hotter (higher temperature) object to the cooler (lower temperature) object. Heat transfer is measured in terms of energy flow per unit of time. It is important to distinguish between heat and temperature. Temperature is a measure that expresses the average of molecular activity of a material compared to a reference point. "Sensible Heat" is the energy that causes a change in the temperature of an object. When heat energy is transferred to an object, the temperature increases. When heat is transferred away from an object, the temperature of the object decreases. Heat Latent heat is the energy that causes a change in state of matter of an object. When heat is added to a liquid fuel and it vaporizes into a gas phase fuel, the temperature of the liquid does not increase, because we can add heat to a substance during its phase change and not see any rise in temperature, this is called "latent" or hidden heat. Heat transfer is accomplished by three mechanisms: conduction, convection, and radiation.

Statement of Problem and Substantiation for Public Input

This section contains an error, in that it states that an objects temperature will rise when you add heat to it, but this is not true during a phase change.

Using "hotter" and "cooler" is not very specific, so I added clarification using the concept of temperature.

Submitter Information Verification

Submitter Full Name: James Mendoza Organization: San Jose Fire Department Street Address: City: State: Zip: Submittal Date: Fri Dec 15 16:51:24 EST 2017

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Public Input No. 47-NFPA 1700-2017 [ Sections 5.10, 5.11, 5.12 ]

Sections 5.10, 5.11, 5.12 12 [Remove All] 5.10 Fuel Load. 5.10.1 Solid Fuel. 5.10.1.1 The term fuel load is used to describe the amount of fuel present, usually within a compartment. Residential and office occupancies are considered to be “light hazard” when designing a sprinkler system, as opposed a warehouse or industrial occupancy. Even though considered a light hazard, a residential room could easily have 5 MW to 15 MW of potential peak HRR, provided sufficient oxygen/ventilation is available. 5.10.1.2 The potential HRR is determined by multiplying the mass of fuel by the heat of combustion of the fuels. Heats of combustion typically range from 10 MJ/kg to 45 MJ/kg. While the total fuel load for a compartment is a measure of the total heat available if all the fuel burns, it does not determine how fast the fire will develop once the fire starts. Fuel load can be used in conjunction with the size of vent openings to estimate the duration of fully developed burning in a compartment. 5.10.1.3

The term fuel load density is the potential combustion energy output per unit floor area [MJ/m2]or the mass of fuel per unit floor area [kg/m2]. Fuel load densities are most often associated with particular occupancies or used as a means to characterize the fire load characteristics of the room contents. The fuel load of a compartment is determined by multiplying the fuel load density by the compartment floor area. 5.10.1.4 A fuel item is any article that is capable of burning. A fuel package is a collection or array of fuel items in close proximity to one another such that flames can spread throughout the array. Single-item fuel packages are possible when the fuel item is located away from other fuel items. A chair that is located away from other fuels is an example of a single-item fuel package. Fuel packages are generally identifiable by the separation of the array of fuel items from other fuel items. Typical fuel packages include the following:

(1) A group of abutting office workstations separated from other fuel arrays by aisles (2) A collection of living room furniture in close proximity to one another, separated from other fuel arrays by space (3) A double-row rack in a warehouse, separated from other shelves by aisles (4) A forklift truck with a pallet of goods located away from other combustibles

5.10.1.5 Fire spread from one fuel package to another is generally by radiative ignition of the target fuel package. 5.10.2 Liquid Fuel Fires. The HRR of a liquid fuel fire is dependent on two primary factors: the physical characteristics of the release (i.e., surface area and depth), and the combustion properties of the fuel. The physical characteristics of a liquid fuel fire will depend on the volume of liquid released, the extent of confinement, and the substrate on which the fuel is released. 5.11 Ignition of Flammable Gases.

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5.11.1 Flammable gases can only be ignited by a spark or pilot flame over specific ranges of gas concentration. These limits are normally expressed as the lower flammable/explosive limit (LFL/LEL), the lowest concentration by volume of flammable gas in air that will support flame propagation, and the upper flammable/explosive limit (UFL/UEL), the highest concentration of flammable gas in air that will support flame propagation. These limit concentrations fluctuate with temperature and pressure changes and with changes in oxygen concentration. 5.11.2 In the absence of a spark or pilot flame, a flammable gas–air mixture can autoignite if the temperature of the mixture is sufficiently high. The lowest temperature at which a flammable gas–air mixture can be ignited without a pilot is termed the autoignition temperature (AIT). The AIT is strongly dependent upon the size and geometry of the gas volume and the flammable gas concentration. Typically, large volumes and stoichiometric flammable gas–air mixtures favor ignition at lower temperatures. Because the AIT is dependent upon the conditions, a handbook AIT determined using standard test methods is primarily of value in comparing different gases. Comparisons of different gases must be made in the same apparatus and conditions to be meaningful. Open clouds of flammable gas–air mixtures can ignite on hot surfaces, with ignition occurring at lower temperatures for larger hot surface areas. 5.12 Ignition of Solids. There are three forms of ignition that occur with solid fuels: smoldering ignition or, more generally, initiation of solid phase burning, piloted flaming ignition, and flaming autoignition. 5.12.1 Smoldering Ignition and Initiation of Solid Phase Burning. Smoldering is a solid phase burning process, which normally includes a thermal decomposition step to create a char, followed by solid phase burning of the char produced. 5.12.1.1 The thermal decomposition process, often called pyrolysis, may be a purely thermal process or may involve interaction with oxygen. When oxygen is known to be involved, this is often referred to as oxidative pyrolysis. The initial thermal decomposition process is normally endothermic [i.e., it requires or uses energy rather than producing heat or energy (which would be exothermic)]. 5.12.1.2 While some virgin materials are capable of solid phase oxidation (e.g., carbon or magnesium), most materials that smolder must be pyrolyzed to form a carbonaceous char, which subsequently oxidizes in the solid phase. The most common class of materials that smolder in this manner includes wood, paper, and other lignocellulosic products. 5.12.1.3 Materials that are neither capable of solid phase burning as a virgin fuel, nor capable of being pyrolyzed to form a char that can burn cannot smolder. As such, most thermoplastic materials are not capable of smoldering. Some thermosetting polymers (e.g., polyurethane foam) often decompose to form a liquid product when vigorously heated but do form a char under more modest heating conditions. 5.12.2 Piloted Flaming Ignition. (Reserved) 5.12.3 Flaming Autoignition. (Reserved)

Statement of Problem and Substantiation for Public Input

The discussion of fuel load belongs earlier in the chapter 5.5.1.1(new). everything beyond that is too much in the weeds and should be removed. It is important that firefighters know phenomena such as flashover, backdraft, smoke explosion, etc. However, the mechanism such as solid phase burning or autoignition is not as important.

Submitter Information Verification

Submitter Full Name: Stephen Kerber Organization: Underwriters Laboratories, Inc Street Address:

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City: State: Zip: Submittal Date: Wed Dec 06 15:23:46 EST 2017

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Public Input No. 93-NFPA 1700-2017 [ Sections 6.1, 6.2, 6.3, 6.4, 6.5 ]

Move 6.1 - 6.5 to the end of Chapter 5 Sections 6.1, 6.2, 6.3, 6.4, 6.5 6.1 Scope. This chapter addresses fundamental knowledge of fire dynamics in structures. 6.2 Purpose. The purpose of this chapter is to provide fire dynamics information to help identify strategy and tactics for effective and safe fire fighting. 6.3 Application. Compartment fires consist of a fire within an enclosed area divided by a floor, walls, and a ceiling. This is commonly referred to as a contents or room and contents fire. The examination and understanding of the fire dynamics that occur in such a space is critical, as the fundamental science principles that govern compartment fires also govern all fire dynamics that occur within larger and more complex structures. During fires within a compartment, the characteristics of the initial fuel package as well as all other fuels present will influence the rate of fire spread and growth within the space. Additionally, the material properties of the compartment linings and geometry of the space, as well as size of the ventilation opening, will also be influential. 6.4 General.

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Total fuel load in the room has no bearing on the rate of growth of a given fire in its pre-flashover phase. During this period of development, the rate of fire growth is determined by the heat release rate (HRR) from the burning of individual fuel packages or arrays. The HRR describes how the available energy in a given material or group of materials is released. This quantity characterizes the power or the HRR of a fire and is a quantitative measure of the size of the fire. A generalized HRR curve can be characterized by an initial growth stage, a period of steady-state burning, and a decay stage as shown in Figure 6.4(a) through Figure 6.4(c). Equation 6.4 can be used to calculate the heat release rate of a burning item. The heat of combustion is generally considered a material property and therefore a constant for a specific fuel. Values for specific fuels can generally be obtained from the literature. The mass burning rate of a fuel is dependent upon several factors, including surface area, fuel type, and fuel configuration. Steady-state burning rate values for many fuels have been studied and are available in the sources following Table 5.5.3.1. The largest value of the HRR measured is defined as the peak heat release rate. Representative peak HRRs for a number of fuel items are listed in Table 5.5.3.1. These values should only be considered as representative values for comparative purposes. Fuel items with the same function (e.g., sofas) can have significantly different HRRs. The actual peak heat release rate for a particular fuel item is best determined by test. The heat release rate during the growth phase generally increases as a result of increasing flame spread rates over the fuel package. The peak or steady period of heat release is characterized by full involvement of the fuel surface of the package in flames. The decay phase reflects the reduction in remaining fuel and fuel area available to burn or some other interruption of the uninhibited chain reaction, including consumption of available oxygen or suppression activities. The onset, duration, and severity of these stages depend on a variety of factors, including the incident heat flux to the burning item, the chemical and physical properties of the fuel, the surface area of the fuel, the substrate on which the fuel is burning, and whether or not it is burning in an enclosed environment. Figure 6.4(a) Idealized HRR Curve for a Fuel Controlled Fire.

Figure 6.4(b) Idealized HRR Curve for a Ventilation Controlled Fire.

Figure 6.4(c) Actual Temperature Measurements from a Test Fire That Because Under-ventilated and Then Became Ventilated by the Opening of the Door.

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where: = heat release rate (kW)

= mass burning rate of the fuel (kg/s)

∆Hc = heat of the combustion of the fuel (kJ/kg)

6.4.1 Data from experiments conducted by NIST and UL in acquired structures demonstrate the impact of ventilation on the temperatures in the structure fire. As the oxygen contained within the structure is reduced, the HRR of the fire decreases, and as a result, the gas temperatures within compartments in the structure decrease. As additional oxygen is made available to the fire due to a change in ventilation, such as the opening of a door or window, the HRR release rate and temperature begin to increase again. This idealized ventilation-controlled model needs to be understood as a potential fire growth curve in structure fires by both fire fighters and fire investigators. 6.4.2 While the rate of fire growth in a compartment is determined by the HRR of the fuel array, the rate of growth of a particular fuel item and its maximum HRR is a function of its properties, including the area of the fuel, the rate of mass loss, and the effective heat of combustion. The orientation of a particular fuel item may also affect the rate at which it reaches its maximum HRR. For example, a mattress in a horizontal configuration typically takes longer to reach maximum HRR than a similar mattress in a vertical configuration. The total fuel load in a compartment has no bearing on the rate of growth of a given fire in its pre-flashover phase. During this period of development, the rate of fire growth is determined by the HRR from the burning of individual fuel arrays. In a compartment fire, as additional items ignite their individual HRRs combine and become the HRR for the compartment. Tests for measuring the HRR of fuel items or packages are usually performed in the “open,” where radiant effects of a compartment are not present. When a fuel package is exposed to radiant heating, however, such as from the hot upper layer of a room, this can significantly increase the HRR for that fuel package compared to burning in the open. The two primary factors impacting the HRR of objects burning in an enclosed space are the radiant feedback from the surrounding boundaries and hot upper gas layer and the availability of combustion air (i.e., ventilation to the enclosed space). With sufficient air flow available, the former can produce enhanced burning conditions and higher overall HRRs. Restricted air flow can produce under-ventilated conditions within the enclosed space and reduce the HRR of the objects burning within compared to open burning. 6.5 Heat Release Rate versus Time.

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The fire dynamics that occur within a compartment will be examined using Figure 6.5 to assist in the linear discussion of the topic. Two fires will be discussed. The first will be a fire that is ignited in a compartment that has ventilation, such as an open door or window as shown in the curve indicated by a solid line in Figure 6.5. The second fire that will be examined, shown in the curve indicated by a broken line, will be a fire that is ignited in an unventilated compartment with all doors and openings being closed. Figure 6.5 Heat Release Rate Versus Time (Solid Line = Vented; Dashed Line = Unvented).

6.5.1 Fire in a Ventilated Compartment (solid line).

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6.5.1.1 Position 1. During the development of an incipient fire, the rate of flame spread and HRR is greatly dependent on the configuration and characteristics of the fuels involved [see Figure 6.5.1.1(a)]. As radiant heat from the fire warms nearby fuels, it continues the progress of further pyrolysis allowing the flames to spread and involve more fuel surfaces causing the fire’s HRR to increase as the fire moves into the growth stage. During these early stages of fire development there is often sufficient air to burn all of the materials being pyrolyzed, and it is only the fuel load within the compartment that limits the HRR. This fire is then said to be fuel-limited. As the fire burns, the gaseous products of combustion move upwards due to differences in temperature, density, and pressure between the room-temperature air and the gases generated and heated by the fire, creating a thermal/fire plume. When the plume reaches the ceiling, the flow is diverted horizontally under the ceiling as a ceiling jet and flows in all directions until the gases strike the walls of the compartment. As the horizontal spread is restricted, the gases turn downward and begin the creation of a layer of hot gases below the ceiling. During this stage, convection is the primary method of heat transfer taking place within the compartment. As hot gases flow over cooler surfaces, energy is transferred to these objects; the greater the temperature and velocity of these moving gases, the greater the rate of heat transfer. When the hot smoky layer reaches the top of the door opening it will flow out of the compartment, and a well-defined flow pattern will be established at the opening. The outward flow is due to the positive/over-pressure, relative to atmospheric pressure, created by the fire. Subsequently, a region of negative/under-pressure is also created below the outflowing gases where fresh air is drawn into the fire compartment. The rate of air entrapment to the fire is influenced by the rate of outflowing gases. If outflow increases, air entrainment will also increase. The height at which the flow changes direction is known as the neutral plane [see Figure 6.5.1.1(b)]. As the fire grows, the bottom of the smoke layer, the neutral plane, will continue to descend. As the fire continues to grow, the ceiling layer gas temperature and the intensity of the radiation on the exposed combustible contents in the room increases. While both convective and radiant heat fluxes increase, radiation now becomes the dominant method of heat transfer. Flameover/rollover, which describes the condition where flames propagate through or across the ceiling layer only and do not involve the surfaces of target fuels, may be present. Flameover/rollover generally precede flashover. The high radiant heat flux present causes the surface temperature of the combustible fuels within the compartment to rise, and pyrolysis gases are produced. Figure 6.5.1.1(a) Position 1, HRR Versus Time Graph Represents What is Going on in the Room.

Figure 6.5.1.1(b) Preflashover Conditions in Compartment Fire.

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6.5.1.2 Position 2. When the hot gas layer temperature reaches approximately 1100°F (590°C), a heat flux from the hot gas layer of approximately 1.76 BTU/sq.ft. (20 kW/m2) at floor level is often present. This is sufficient to cause a rapid auto-ignition all of the combustible surfaces exposed to upper layer radiation. This phenomenon known as flashover is illustrated in Figure 6.5.1.2(a). Flashover, which is a rapid transition of a growth phase fire to a fully developed fire, is a dangerous phenomenon and has claimed the lives of countless fire fighters. Flashover times of 3 to 5 minutes are not unusual in residential room fire tests. Flashover may occur multiple times in a structure as the fire progresses from one area to another. In a fully developed fire the air flow into the compartment is not sufficient to burn all of the combustibles being pyrolyzed by the fire, and the fire will shift from fuel-limited to ventilation-limited where the heat release rate is limited by the amount of oxygen available [see Figure 6.5.1.2(b)]. Figure 6.5.1.2(a) Flashover Conditions in Compartment Fire.

Figure 6.5.1.2(b) Flashover or Full Room Involvement in Compartment Fire.

6.5.1.3 Position 6. Fully developed fires are ventilation-limited. As the HRR of the fire is now directly proportional to the amount of air available to the fire, and any further increase in ventilation will result in a further increase in the HRR. Increases in heat release rate can increase temperatures and amount of toxic gases in the structure. Additionally, structural stability of the affected areas could be compromised at an increased rate, and the amount of cooling agent (water) required to control the energy production will also be increased. 6.5.1.4 Position 7. (Reserved) 6.5.1.5 Position 8. (Reserved) 6.5.2 Fire in an Unventilated Compartment (dashed line).

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6.5.2.1 Position 1. During the development of an incipient fire, the rate of flame spread and HRR is greatly dependent on the configuration and characteristics of the fuels involved [see Figure 6.5.1.1(a)]. As radiant heat from the fire warms nearby fuels, it continues the progress of further pyrolysis, allowing the flames to spread and involve more fuel surfaces causing the fire’s HRR to increase as the fire moves into the growth stage. During these early stages of fire development there is often sufficient air to burn all of the materials being pyrolyzed, and it is only the fuel load within the compartment that limits the HRR. This fire is then said to be fuel-limited. As the fire burns, the gaseous products of combustion move upwards due to differences in temperature, density, and pressure between the room-temperature air and the gases generated and heated by the fire, creating a thermal/fire plume. When the plume reaches the ceiling, the flow is diverted horizontally under the ceiling as a ceiling jet and flows in all directions until the gases strike the walls of the compartment. As the horizontal spread is restricted, the gases turn downward and begin the creation of a layer of hot gases below the ceiling. During this stage, convection is the primary method of heat transfer taking place within the compartment. As hot gases flow over cooler surfaces, energy is transferred to these objects; the greater the temperature and velocity of these moving gases, the greater the rate of heat transfer. When the hot smoky layer reaches the top of the door opening it will flow out of the compartment, and a well-defined flow pattern will be established at the opening. The outward flow is due to the positive/over-pressure, relative to atmospheric pressure, created by the fire. Subsequently, a region of negative/under-pressure is also created below the outflowing gases where fresh air is drawn into the fire compartment. The rate of air entrapment to the fire is influenced by the rate of outflowing gases. If outflow increases, air entrainment will also increase. The height at which the flow changes direction is known as the neutral plane [see Figure 6.5.1.1(b)]. As the fire grows, the bottom of the smoke layer, the neutral plane, will continue to descend. As the fire continues to grow, the ceiling layer gas temperature and the intensity of the radiation on the exposed combustible contents in the room increases. While both convective and radiant heat fluxes increase, radiation now becomes the dominant method of heat transfer. Flameover/rollover, which describes the condition where flames propagate through or across the ceiling layer only and do not involve the surfaces of target fuels, may be present. Flameover/rollover generally precede flashover. The high radiant heat flux present causes the surface temperature of the combustible fuels within the compartment to rise, and pyrolysis gases are produced. 6.5.2.2 Position 3. Without openings to the outside, such as a door or window, the available oxygen for the fire is limited. With limited ventilation, the burning process becomes less effective. When the hot gas layer, which has a reduced oxygen concentration relative to the room air, increases in depth down from the ceiling and continues to descend, it will interfere with combustion. As the fire compartment’s oxygen concentration decreases below what is needed for combustion, the fire will go into early decay, which also refers to the drop of the interface layer (neutral plane). Oxygen concentration drops low enough so that it no longer supports flaming combustion. When in early decay, the HRR of the fire will decrease dramatically, causing gas temperatures within the fire area to decrease. This reduction of temperature will cause the hot gas layer to contract, and the affected fire area may transition from positive pressure, relative atmospheric pressure, to negative pressure. If the fire compartment pressure becomes negative, smoke that was previously exiting through any leakage points or cracks within the compartment may stop, and air may then be drawn inwards. 6.5.2.3 Position 4. If the fire receives a fresh oxygen source at this point in development by opening a window or door or otherwise providing ventilation, the fire’s HRR will increase, returning the fire to the growth stage. Because that the room’s ceiling and the upper portions of the wall were preheated as the fire was burning prior to entering early decay and the hot gas layer contains unburned fuel gases, the fire’s growth rate within the compartment can recover quickly. As the fire becomes re-established with oxygen, flashover and full development are now possible.

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6.5.2.4 Position 5. When the hot gas layer temperature reaches approximately 1100°F (590°C), a heat flux from the hot gas layer of approximately 1.76 BTU/sq.ft. (20 kW/m2) at floor level is often present. This is sufficient to cause a rapid auto-ignition all of the combustible surfaces exposed to upper layer radiation. This phenomenon known as flashover is illustrated in Figure 6.5.1.2(a). Flashover, which is a rapid transition of a growth phase fire to a fully developed fire, is a dangerous phenomenon and has claimed the lives of countless fire fighters. Flashover times of 3 to 5 minutes are not unusual in residential room fire tests. Flashover may occur multiple times in a structure as the fire progresses from one area to another. In a fully developed fire the air flow into the compartment is not sufficient to burn all of the combustibles being pyrolyzed by the fire, and the fire will shift from fuel-limitedto ventilation-limited where the heat release rate is limited by the amount of oxygen available [see Figure 6.5.1.2(b)]. 6.5.2.5 Position 6. Fully developed fires are ventilation-limited. As the HRR of the fire is now directly proportional to the amount of air available to the fire, and any further increase in ventilation will result in a further increase in the HRR. Increases in heat release rate can increase temperatures and amount of toxic gases in the structure. Additionally, structural stability of the affected areas could be compromised at an increased rate, and the amount of cooling agent (water) required to control the energy production will also be increased. 6.5.2.6 Position 7. (Reserved) 6.5.2.7 Position 8. (Reserved)

Statement of Problem and Substantiation for Public Input

These belong in chapter 5 Fundamentals of Fire Science

Submitter Information Verification

Submitter Full Name: Steve Young Organization: Wolf Creek Fire Department/Tra Street Address: City: State: Zip: Submittal Date: Thu Dec 07 12:37:43 EST 2017

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Public Input No. 105-NFPA 1700-2017 [ Section No. 6.4 [Excluding any Sub-Sections] ]

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Total fuel load in the room has no bearing on the rate of growth of a given fire in its pre-flashover phase. During this period of development, the rate of fire growth is determined by the heat release rate (HRR) from the burning of individual fuel packages or arrays. The HRR describes how the available energy in a given material or group of materials is released. This quantity characterizes the power or the HRR of a fire and is a quantitative measure of the size of the fire. A generalized HRR curve can be characterized by an initial growth stage, a period of steady-state burning, and a decay stage as shown in Figure 6.4(a) through Figure 6.4(c). (you have to have a series of photos added here to show what the graph 6.4(a) is created from, otherwise it is very confusing!) Equation 6.4 can be used to calculate the heat release rate of a burning item. The heat of combustion is generally considered a material property and therefore a constant for a specific fuel. Values for specific fuels can generally be obtained from the literature. The mass burning rate of a fuel is dependent upon several factors, including surface area, fuel type, and fuel configuration. Steady-state burning rate values for many fuels have been studied and are available in the sources following Table 5.5.3.1. The largest value of the HRR measured is defined as the peak heat release rate. Representative peak HRRs for a number of fuel items are listed in Table 5.5.3.1. These values should only be considered as representative values for comparative purposes. Fuel items with the same function (e.g., sofas) can have significantly different HRRs. The actual peak heat release rate for a particular fuel item is best determined by test. The heat release rate during the growth phase generally increases as a result of increasing flame spread rates over the fuel package. The peak or steady period of heat release is characterized by full involvement of the fuel surface of the package in flames. The decay phase reflects the reduction in remaining fuel and fuel area available to burn or some other interruption of the uninhibited chain reaction, including consumption of available oxygen or suppression activities. The onset, duration, and severity of these stages depend on a variety of factors, including the incident heat flux to the burning item, the chemical and physical properties of the fuel, the surface area of the fuel, the substrate on which the fuel is burning, and whether or not it is burning in an enclosed environment. Figure 6.4(a) Idealized HRR Curve for a Fuel Controlled Fire.

You have to add some explanation and photos to explain how this graph is derived from. There is a whole conversation here that is very unclear from just this written material. Figure 6.4(b) Idealized HRR Curve for a Ventilation Controlled Fire.

Why is this even in the section? It also needs explanations, but once again, why is this here??? Figure 6.4(c) Actual Temperature Measurements from a Test Fire That Because Under (Became???) Under -ventilated and Then Became Ventilated by the Opening of the Door.

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where: = heat release rate (kW)

= mass burning rate of the fuel (kg/s)

∆Hc = heat of the combustion of the fuel (kJ/kg)

You need to add what "A" is in the equation.

Statement of Problem and Substantiation for Public Input

I don't have the bandwidth to fix this section, but it requires some substantial tweaking to make it make sense to reader. It relies on the reader being very familiar with UL studies, which may not be true.

Submitter Information Verification

Submitter Full Name: James Mendoza Organization: San Jose Fire Department Street Address: City: State: Zip: Submittal Date: Fri Dec 15 17:06:29 EST 2017

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Public Input No. 97-NFPA 1700-2017 [ Section No. 6.5.1.2 ]

6.5.1.2 Position 2. When the hot gas layer temperature reaches approximately 1100°F (590°C), a heat flux from the hot gas layer of approximately 1.76 BTU/sq.ft. (20 kW/m2) at floor level is often present. This is sufficient to cause a rapid auto-ignition all of the combustible surfaces exposed to upper layer radiation. This phenomenon known as flashover is illustrated in Figure 6.5.1.2(a). Flashover, which is a rapid transition of a growth phase fire to a fully developed fire, is a dangerous phenomenon and has claimed the lives of countless fire fighters. Flashover times of Time to flashover from ignition was as little as 3 to 5 minutes are not unusual in many residential room fire tests test fires . Flashover may occur multiple times in a structure as the fire progresses from one area to another. In a fully developed fire the air flow into the compartment is not sufficient to burn all of the combustibles being pyrolyzed by the fire, and the fire will shift from fuel-limited to ventilation-limited where the heat release rate is limited by the amount of oxygen available [see Figure 6.5.1.2(b)]. Figure 6.5.1.2(a) Flashover Conditions in Compartment Fire.

Figure 6.5.1.2(b) Flashover or Full Room Involvement in Compartment Fire.

Statement of Problem and Substantiation for Public Input

Better sentence structure. Clears confusion in statement.

Submitter Information Verification

Submitter Full Name: James Jim Campbell Organization: Pike Township Fire Department Street Address: City: State: Zip: Submittal Date: Mon Dec 11 06:46:55 EST 2017

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Public Input No. 26-NFPA 1700-2017 [ Section No. 6.6 ]

6.6 Flow Paths. (Reserved) The term Flow Paths is plural and we should be describing flow path in the singular form. Additionally, flow path has been confused by the use of the terms Unidirectional Flow Path and Bi-derctional Flow Path wherein it is impossible for the "Flow Path" to move, let alone in multiple directions, rather it is the flow that moves within the path. The flow may be a "Unidirectional Flow, Bi- directional Flow and the flow can have other evaluative characteristics that are important for fireground assessments such as the stratification, degree of turbulence, its direction, velocity and shape. Given these other charicteristics and their direct relation to wind impact and/or the combustion cycle and the objective of the standard to utilize fire dynamics to inform the fireground assessment the term Dynamic Flow should be included in the list of definitions. Given the above representation it is proposed that the following definitions in bold and explanatory italicized appendix notes be considered by the Committee: • Flow path is the route followed by smoke, air, heat or flame toward or away from an opening; typically, a window, door or other leakage points. • The flow is caused by pressure differences that result from temperature differences, buoyancy, expansion, wind impact and HVAC systems. • Flow characteristics include stratification within the boundaries of a compartment or at an opening, degree of turbulence, its direction, velocity and shape. These characteristics can often be identified by evaluating the smoke/air track. • At openings, or within rooms, the smoke/air track flow(s) may be classified as unidirectional, bi- directional or dynamic. • Multiple flow paths are possible within a structure fire, there may be multiple combinations of inlets and or outlets • Flow paths can be altered by firefighting tactics.

Unidirectional Flow - A flow of smoke or air moving in a single direction. Bi-directional Flow - A smoke/air flow moving in opposing directions Dynamic Flow - A unidirectional or bi-directional flow of smoke/air that presents irregular stratification and shape or alternates in direction (pulsations).

Additional Proposed Changes

File Name Description Approved FKTP_Draft_Dynamic_Flow_Reference_for_NFPA_1700.docx

Statement of Problem and Substantiation for Public Input

There is currently a number of proposed Flow Path definitions and descriptors of flow associated with the Flow Path definition that are scientifically incorrect. This submission is intended to correct the errors in understanding and further expand the scope of defined types of flow within a Flow path. This term should be moved to the Chapter 3 Definitions.

Related Public Inputs for This Document

Related Input Relationship Public Input No. 58-NFPA 1700-2017 [New Section after 3.3.21]

Submitter Information Verification

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Submitter Full Name: Peter McBride Organization: Ottawa Fire Service Street Address: City: State: Zip: Submittal Date: Wed Dec 06 11:53:11 EST 2017

67 of 162 3/5/2018, 7:10 PM Dynamic Flow A unidirectional or bi-directional flow of smoke/air that presents irregular stratification and shape or alternates in direction (pulsations) is identified as dynamic flow. Under normal fire conditions, the gravity current will dominate the layering of hot buoyant smoke and cooler air within a compartment. This gravity current leads to a clearly delineated smoke/flame layer exiting across the upper section of an opening or moving within a volume, as well as cooler air layered below it. Winds blowing into a closed fire compartment can lead to a high-pressure zone in the compartment. Under normal wind conditions, a room with only one opening will display a bi-directional air track. This will be either fuel- controlled (smooth flow) or ventilation-controlled (turbulent flow). In a wind-impacted scenario resulting from high winds, the opening can aggressively alternate from a total inlet to a total exhaust outlet with a range of unique vent profiles. Alternatively, a steady state unidirectional flow path may also present a unique vent profile. Fire control in a wind impacted fire condition is only safely done via: the introduction of water from a flanking position or directly into the inlet side; by closing openings; or by using wind control devices.

Pulsations and Whistling Noises Smoke seen pulsing out of openings is a result of variations in pressure due to limited oxygen supply and indicates a ventilation-controlled fire. As the oxygen level decreases, so does the intensity of the combustion process. This condition, in turn, decreases the temperature and consequently the volume of hot smoke. This condition causes air to be drawn in, increasing the fire intensity and internal pressure until the air is consumed and the cycle starts over again. Audible indicators such as whistling noises may also help one to recognise the presence of pulsations. The whistling noises result from smoke being pushed in and out of the compartment through small gaps or openings, due to pressure variations. It should be noted that it might be difficult to notice this audible indicator above the background noise. In some cases, pulsations can develop into a situation where the sudden opening of the compartment could lead to backdraft. Extreme caution should be exercised before creating any opening in these conditions. It is important for firefighters to cool the smoke and surfaces while undertaking door control before tactical venting operations begin.

Warning Signs In the case of fires impacted by wind and/or varying gas pressure due to the combustion cycle of the fire (pulsations), the layering characteristics of the flow – and therefore the vent profile(s) – will present in a manner that is irregular. Examples of irregular vent profiles (as shown in Figure 1) can be described as being:

 Eccentric;  Projected;  Inverted;  Hollowed;  Pulsations, such as puffing; and  Star fire. The atypical vent profiles may also present such that the smoke/air track position is inverted and projected or inverted, projected and eccentric combined in relation to the plane of a ventilation opening. The combinations and degree of presentation are limitless.

(i) Eccentric vent profiles

(ii) Projected vent profiles

(iii) Inverted vent profiles

(iv) Hollow vent profiles

(v) Puffing vent profiles

(vi) Starfire vent profiles Figure 1: Atypical Vent profiles. (i) Eccentric vent profiles, (ii) Projected vent profiles, (iii) Inverted vent profiles, (iv) Hollow vent profiles, (v) Puffing vent profiles, (vi) Starfire vent profile.

The critical observation is that the smoke/air track characteristics are abnormal and may be unidirectional, bi- directional or alternating dynamically. REMEMBER: Evaluate the ventilation profile!

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Public Input No. 23-NFPA 1700-2017 [ New Section after 6.9 ]

Basement Fire Research The technical committee should address the 2017 basement fire research project conducted by ISFSI and UL and incorporate the research findings and tactical considerations into this section.

Statement of Problem and Substantiation for Public Input

Incorporating new research into the appropriate section.

Submitter Information Verification

Submitter Full Name: Brad French Organization: Dayton Fire Department Street Address: City: State: Zip: Submittal Date: Wed Dec 06 11:25:54 EST 2017

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Public Input No. 73-NFPA 1700-2017 [ Chapter 7 [Title Only] ]

Building Construction and Structural Considerations

Building Construction types should match the construction classification and use set forth in the International Construction Code (ICC)

Statement of Problem and Substantiation for Public Input

A buildings use and occupancy are as important as it's theoretical Construction. Using the use and occupancy definition would eliminate the confusing " type of construction" verbiage and would allow a more useful and standardized building identification system. Common among inspectors and suppression personnel.

Submitter Information Verification

Submitter Full Name: Paul Murphy Organization: Borough Of Atlantic Highlands Street Address: City: State: Zip: Submittal Date: Wed Dec 06 20:48:50 EST 2017

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Public Input No. 74-NFPA 1700-2017 [ Chapter 7 [Title Only] ]

Building Construction and Structural Considerations

8.0 Training :. Firefighter training on building construction shall be mandated. Training in the most current editions of the international building code and international fire code shall be required. Competency in these codes shall be demonstrated by all probationary firefighting candidates, and a continuing education program shall ensure maintained competence by firefighters and fire officers.

Statement of Problem and Substantiation for Public Input

Establish a recognized training program on building construction for all fire service personally. Continuing education credits will ensure all fire personally are familiar with current construction codes and standards. The ICC codes, as the nationally accepted codes, shall and should be the basis of training curriculums.

Submitter Information Verification

Submitter Full Name: Paul Murphy Organization: Borough Of Atlantic Highlands Street Address: City: State: Zip: Submittal Date: Wed Dec 06 21:22:35 EST 2017

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Public Input No. 131-NFPA 1700-2018 [ Section No. 7.5.1.2.1 ]

7.5.1.2.1 Common fire protection features may include the following:

(1) Fire protection suppression systems, which include the following:

(2) Dedicated wet pipe system, which is most common

(3) Clean agent, CO 2 , water mist for server room/electrical room applications, which are less common

(4) Common area interior finishes regulated for fire safety (5) Common area furnishings regulated for fire safety (6) No unprotected structural components (e.g., fire spray protections of beams, intumescent paint) (7) Monitored fire alarm system with various detection elements (8) Fire-rated separations, assemblies, doors (9) Fire pump rooms (10) Standpipes, which include the following: (11) Stairwell access (12) Older buildings

Statement of Problem and Substantiation for Public Input

It is unclear what the two subparts, of stairwell access and older buildings, are intended to convey as modifiers or subparts to a standpipe system. This PI suggest to delete sub a and b but if TC sees a need to preserve these to modifiers, then additional descriptors are needed in the text to clarify what is intended by these subparts.

(The changes to a and b under 1, as underlined and shown in the TerraView text, occurred with TerraView formatting and are not proposed changes by this PI. Please ignore that underline.)

Submitter Information Verification

Submitter Full Name: Anthony Apfelbeck Organization: Altamonte Springs Building/Fire Safety Division Street Address: City: State: Zip: Submittal Date: Tue Jan 02 10:53:06 EST 2018

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Public Input No. 132-NFPA 1700-2018 [ Section No. 7.5.2.2.1 ]

7.5.2.2.1 Common fire protection features may include the following:

(1) Fire protection suppression systems

(2) Dedicated wet pipe system, which is most common

(3) Clean agent, CO 2 , water mist for server room/electrical room applications, which are less common

(4) Common area interior finishes regulated for fire safety (5) Common area furnishings regulated for fire safety (6) Monitored fire alarm system with various detection elements (7) Fire rated separations, assemblies, doors (8) Fire pump rooms (9) Standpipes, which include the following: (10) Stairwell access (11) Older buildings

Statement of Problem and Substantiation for Public Input

It is unclear what the two subparts, of stairwell access and older buildings, are intended to convey as modifiers or subparts to a standpipe system. This PI suggest to delete sub a and b but if TC sees a need to preserve these to modifiers, then additional descriptors are needed in the text to clarify what is intended by these subparts.

(The changes to a and b under 1, as underlined and shown in the TerraView text, occurred with TerraView formatting and are not proposed changes by this PI. Please ignore that underline.)

Submitter Information Verification

Submitter Full Name: Anthony Apfelbeck Organization: Altamonte Springs Building/Fire Safety Division Street Address: City: State: Zip: Submittal Date: Tue Jan 02 10:59:59 EST 2018

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Public Input No. 126-NFPA 1700-2018 [ Section No. 7.5.2.4 ]

7.5.2.4 Vulnerabilities of Type II Buildings. Types of Type IIB occupancies fire fighters will encounter include box stores, strip malls, car dealerships, and so forth. In some cases, these occupancies may be protected with active sprinkler protection, but in many occupancies there is no sprinkler protection leading to catastrophic collapse very early in the event. Fire fighters must use extreme caution in these structures because of the likelihood of early structural collapse due to the effect of heat on unprotected structural components. Examples of Type II building vulnerabilities include the following:

(1) Large open area floorplans, achieved by utilizing light-weight truss construction (2) Elevators to get to fire floor (e.g., elevated, but not full high-rise) (3) No ladder truck aerial fire apparatus access (4) Fire remote from building entry (5) Need controlled evacuation/movement of building occupants (6) Limited entrance and egress to fire floor (7) Must rely on building fire protection and life safety features (e.g., command center, fire pump, sprinkler system, standpipes) (8) Complex ventilation issues (e.g., heat, smoke control, stratification of smoke produced) (9) Transport of personnel and equipment to upper floors (e.g., weight, fatigue, dehydration) (10) Delay in response to fire area (11) High winds (12) Collapse zone consideration

Statement of Problem and Substantiation for Public Input

The correct term from NFPA 1901 is aerial fire apparatus.

Submitter Information Verification

Submitter Full Name: Anthony Apfelbeck Organization: Altamonte Springs Building/Fire Safety Division Street Address: City: State: Zip: Submittal Date: Tue Jan 02 09:51:20 EST 2018

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Public Input No. 130-NFPA 1700-2018 [ Section No. 7.5.3.4 ]

7.5.3.4 Vulnerabilities of Type III Buildings. Type III buildings may be protected with active sprinkler protection but in many occupancies there is no sprinkler protection, leading to catastrophic collapse very early in the event. Fire fighters must use extreme caution in these structures because of the likelihood of early structural collapse due to the effect of heat on unprotected structural components. Common vulnerabilities to Type III construction include the following:

(1) Open floorplans, achieved by utilizing light-weight truss construction (2) Limited, unknown, or inconsistent building fire protection and life safety features (3) Ventilation issues (heat, smoke control) (4) Collapse zone consideration (5) Fire spread to adjacent separated spaces within the building envelop through penetrations, unprotected openings, interstitial spaces, and so forth. (6) When present, fire sprinkler systems for residential occupancies may not provide coverage in concealed combustible spaces, such as attics

Statement of Problem and Substantiation for Public Input

Both apartments and single family dwellings of type III and type V construction are frequently protected with fire sprinkler systems that only protect the living areas. No protection is provided in the attic or other combustible concealed spaces. This is a significant factor in assessing the risk to these types of structures.

Related Public Inputs for This Document

Related Input Relationship Public Input No. 129-NFPA 1700-2018 [Section No. Similar topic submitted to two different construction 7.5.5.5] types. Public Input No. 129-NFPA 1700-2018 [Section No. 7.5.5.5]

Submitter Information Verification

Submitter Full Name: Anthony Apfelbeck Organization: Altamonte Springs Building/Fire Safety Division Street Address: City: State: Zip: Submittal Date: Tue Jan 02 10:46:41 EST 2018

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Public Input No. 129-NFPA 1700-2018 [ Section No. 7.5.5.5 ]

7.5.5.5 Vulnerabilities of Type V Buildings. Fire fighters can begin to assess the presence of Type VA based upon the occupancy of the structure. Even if the structure has a 1-hour rating, caution should be exercised due to the large amount of void spaces. These void spaces may potentially conceal fire, unburnt fuel, and fire extension. Opening these void spaces can have explosive results as the super-heated gases mix with the newly available oxygen. Common vulnerabilities for Type V construction include the following:

(1) No enforceable fire code in private residences (2) Vacant/abandoned structures, unmaintained, prone to vandalism (3) Fire growth can be rapid over non-rated contents (4) Collapse zones (5) Highest frequency of accidental fires within this construction type (cooking, smoking, etc.), which can lead to increased fire fighter injuries (6) When present, fire sprinkler systems for residential occupancies may not provide coverage in concealed combustible spaces, such as attics

Statement of Problem and Substantiation for Public Input

Both apartments and single family dwellings of type III and type V construction are frequently protected with fire sprinkler systems that only protect the living areas. No protection is provided in the attic or other combustible concealed spaces. This is a significant factor in assessing the risk to these types of structures.

Related Public Inputs for This Document

Related Input Relationship Public Input No. 130-NFPA 1700-2018 [Section No. Similar topic submitted to two different construction 7.5.3.4] types. Public Input No. 130-NFPA 1700-2018 [Section No. 7.5.3.4]

Submitter Information Verification

Submitter Full Name: Anthony Apfelbeck Organization: Altamonte Springs Building/Fire Safety Division Street Address: City: State: Zip: Submittal Date: Tue Jan 02 10:41:15 EST 2018

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Public Input No. 125-NFPA 1700-2018 [ Section No. 7.6 ]

7.6 Special Structures or Occupancies. Some structures where fires will occur cannot be classified within the context of building type as defined by the building codes or present unique vulnerabilities due to life safety or internal process. Examples of these types of structures that may require special consideration and planning for fire-fighting activities include the following:

(1) Industrial settings (2) Silos (3) Underground buildings and occupancies; below grade (4) Limited access (5) Theaters (6) Churches (7) Industrial facilities, such as power plants (8) Special amusements (9) Piers and water-surrounded structures

Statement of Problem and Substantiation for Public Input

A "limited access" structure is different from an underground structure and has a specific definition. These structures have their own unique operational hazards and should be on this list. Piers and water-surrounded structures also have unique operational considerations and should be on this list.

Submitter Information Verification

Submitter Full Name: Anthony Apfelbeck Organization: Altamonte Springs Building/Fire Safety Division Street Address: City: State: Zip: Submittal Date: Tue Jan 02 09:40:44 EST 2018

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Public Input No. 98-NFPA 1700-2017 [ Section No. 7.7.1.1 ]

7.7.1.1 In addition to the shock hazard, a some PV system poses systems pose other safety considerations. Structural collapse is a concern with ballasted systems due to the added weight from the system used for stabilization , especially when structural elements experience fire conditions. The PV panels and system components can be combustible and add fuel to a fire, and the PV system can also provide an ignition source.

Statement of Problem and Substantiation for Public Input

A residential PV system typically only increases the roof load by the equivalent of an additional layer of shingles. Early collapse is not an issue with residential systems. Ballasted systems though, such as are becoming popular for the roofs of large commercial buildings, do indeed add significant weight to the roof system and pose an early (earlier) collapse risk.

Submitter Information Verification

Submitter Full Name: James Jim Campbell Organization: Pike Township Fire Department Street Address: City: State: Zip: Submittal Date: Mon Dec 11 06:58:24 EST 2017

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Public Input No. 1-NFPA 1700-2017 [ Section No. 9.4.1 ]

9.4.1 Existing Reference Materials. Materials such as pre-incident plans and maps covered in Chapter 4 of NFPA 1620 should be developed per NFPA 1620 and will give information regarding the structure and its contents and occupancy.

Statement of Problem and Substantiation for Public Input

First, a specific chapter of a standard should not be referenced. If the tech committee reorganizes the chapters in 1620, this will provide a false reference within your standard. Additionally, the entire standard of NFPA 1620 provides helpful information regarding preplans, because that's all it addresses. Though your specific citation of Chapter 4 is to lead the readers towards developing their pre-incident plans using the process outlined, it seems that you are inferring that the remaining portion of the document should not be considered or does not provide relevant information.

Submitter Information Verification

Submitter Full Name: Ryan Wyse Organization: Hebron Fire Department Street Address: City: State: Zip: Submittal Date: Tue Aug 29 12:23:52 EDT 2017

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Public Input No. 111-NFPA 1700-2017 [ Section No. 9.4.1 ]

9.4.1 Existing Reference Materials. Materials such as pre-incident plans and maps covered in Chapter 4 of NFPA in NFPA 1620 will give information regarding the structure and its contents and occupancy.

Statement of Problem and Substantiation for Public Input

Although specifics on preplans are in Chapter 4 of NFPA 1620 as this document currently indicates, there may be other information in NFPA 1620 that may also be useful. I realize that this new document specifically references the 2015 version of NFPA 1620, but NFPA 1620 is currently under revision and by being a bit less specific, will allow the user to go to NFPA 1620 to find useful preplanning information no matter which version of 1620 that they have access to.

Submitter Information Verification

Submitter Full Name: Gregory Jakubowski Organization: Blazemark Fire Planning Associ Street Address: City: State: Zip: Submittal Date: Fri Dec 22 14:53:35 EST 2017

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Public Input No. 112-NFPA 1700-2017 [ Sections 9.4.4, 9.4.5 ]

Sections 9.4.4, 9.4.5 9.4.4 Occupancy Status. The occupancy status includes specific factors associated with the occupancy as it concerns life safety, building types, and fire loads. Upon arrival and given an unknown on whether the structure is occupied or unoccupied the responding crew and agency should assume the structure to be occupied and fight the fire accordingly. 9.4.5 Time of Day. Effects on operations such as visibility, night-time operation, occupant status, and effects on response times may be considered.

Statement of Problem and Substantiation for Public Input

The delay in entering a structure creating a more hostile environment for crews and the possible trapped civilians

Submitter Information Verification

Submitter Full Name: Billy Small Organization: CCCFPD Street Address: City: State: Zip: Submittal Date: Fri Dec 22 19:11:21 EST 2017

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Public Input No. 109-NFPA 1700-2017 [ Section No. 9.5.2 ]

9.5.2 Initial arrival factors should include considerations of the following:

(1) Bystander/witness statements (2) Access concerns on the property (3) Building height, size, and stability (4) Occupancy type (5) Construction type (6) Wind direction relative to the building location and configuration (7) Fire location, size, extent (8) Civilian and fire fighter life safety profile (9) Suspected direction of fire and smoke travel within the structure (flow path) (10) Smoke and fire exposures exterior to the structure (11) Presence or lack of complete or partial fire sprinkler protection

Statement of Problem and Substantiation for Public Input

The presence or lack of a complete or partial fire sprinkler system has at least equal or even greater importance than with the existing strategic considerations of construction type and occupancy type. The data shows that the presence of a fire sprinkler system will significantly reduce the risk exposure to the occupants, the responding fire fighters and the property. That impact on risk reduction is a much more significant factor than even construction type or occupancy type.

Submitter Information Verification

Submitter Full Name: Anthony Apfelbeck Organization: Altamonte Springs Building/Fire Safety Division Street Address: City: State: Zip: Submittal Date: Fri Dec 22 14:09:45 EST 2017

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Public Input No. 110-NFPA 1700-2017 [ New Section after 9.5.3 ]

9.5.4 Fire Fighter Building Marking Systems Upon arrival at an incident, fire fighters and officers need to be observant for fire fighter building marking system markings. These system may convery valuable information to the initial responding staff including the type of construction, occupancy, safety hazards and presence of protectition systems. The information contained in a fire fighter buildng marking system should not be relied upon to dictate strategic and tactical decisions since such information may be lack or incorrect.

Statement of Problem and Substantiation for Public Input

Fire fighter building marking systems are very common and the Guide should provide some guidance to users regarding making observations for such marking system indications and how to incorporate them into strategic and tactical decisions. While these systems can provide valuable information, they should not be relied upon for strategic or tactical decisions as the information may be incurred, not updated or it might be completely lacking which could indicate a false safe indication.

Submitter Information Verification

Submitter Full Name: Anthony Apfelbeck Organization: Altamonte Springs Building/Fire Safety Division Street Address: City: State: Zip: Submittal Date: Fri Dec 22 14:44:00 EST 2017

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Public Input No. 25-NFPA 1700-2017 [ Section No. 9.6.6 ]

9.6.6 A thermal imager can be used as a tool to assist in assessing your on scene size-up (see NFPA 1408) imaging camera (TIC) should be used during the initial 360-degree size-up to assist in determining fire location and extension prior to fire personnel entry into the structure.

Statement of Problem and Substantiation for Public Input

Use of the TIC for the 360 size-up should be more prominent in this section.

Submitter Information Verification

Submitter Full Name: Brad French Organization: Dayton Fire Department Street Address: City: State: Zip: Submittal Date: Wed Dec 06 11:52:07 EST 2017

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Public Input No. 114-NFPA 1700-2017 [ Section No. 9.7.8 ]

9.7.8 Attack Positioning. Determining the size and location of the fire assists in determining the safest and most effective attack positions for fire suppression personnel. Attack positions should be established to prevent crews from operating above the main body of fire, or on the existing (or potential) exhaust side of the flow path. The following questions should be considered:

(1) What floor is the fire located on? (2) Where could fire victims be located? (3) What area of the floor plan is the fire located on? (4) Is there direct and timely access to the fire given its location?

Statement of Problem and Substantiation for Public Input

Keep civilians the highest priority

Submitter Information Verification

Submitter Full Name: Billy Small Organization: CCCFPD Street Address: City: State: Zip: Submittal Date: Fri Dec 22 19:52:22 EST 2017

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Public Input No. 8-NFPA 1700-2017 [ Section No. 9.10.3 ]

9.10.3 The decision for implementing the defensive strategy is predicated on the incident’s hazards outweighing the ability to safely operate inside the structure. 9.10.3.1 Fire fighter safety is the greatest consideration when determining the overall incident strategy, with victim rescue another crucial consideration . Victim rescue should be attempted when allowed for by conditions, but should not place fire fighters in a condition of excessive risk. 9.10.3.2 When the defensive strategy is selected, all control operations should occur in positions outside of the exclusion zone.

Statement of Problem and Substantiation for Public Input

Fire fighter safety is unarguably the greatest priority, however the most critical service provided by fire agencies is that of occupant life safety/victim rescue. This change notes that importance and encourages agencies to perform aggressive victim safety operations, while continuing to place the greatest importance on fire fighter well-being.

Submitter Information Verification

Submitter Full Name: Grant Galvin Organization: University Fire Department Street Address: City: State: Zip: Submittal Date: Mon Oct 16 06:42:25 EDT 2017

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Public Input No. 113-NFPA 1700-2017 [ Section No. 9.10.3.1 ]

9.10.3.1 Fire fighter safety is second only to the safety of the public (occupant) being the greatest consideration when determining the overall incident strategy.

Statement of Problem and Substantiation for Public Input

Put the civilians first. Remember firefighters have the gear and the air to survive harsh fire or smoky conditions

Submitter Information Verification

Submitter Full Name: Billy Small Organization: CCCFPD Street Address: City: State: Zip: Submittal Date: Fri Dec 22 19:42:22 EST 2017

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Public Input No. 119-NFPA 1700-2018 [ Section No. 9.10.3.1 ]

9.10.3.1 Fire fighter Life safety is the greatest consideration when determining the overall incident strategy.

Statement of Problem and Substantiation for Public Input

Is "fire fighter safety" the term that should utilized here or is it a more encompassing "life safety" more appropriate? If "fire fighter safety" is the greatest consideration in determining a strategy, then defensive operations would always be called for on the fire ground as it is the easiest way to reduce risk to fire fighters. Utilizing the term "life safety", which would include both the firefighters and the occupants that maybe in danger, would allow a balancing of the risk to firefighters vs the risk to occupants that maybe in danger from the incident. Based on a total risk assessment to both fire fighters and occupants, an IC may choose an offensive strategy where a defensive strategy would be selected if there was no risk to occupants. The current language in this section also conflicts with section 10.5 which uses the term "life safety" in a similar application.

Submitter Information Verification

Submitter Full Name: Anthony Apfelbeck Organization: Altamonte Springs Building/Fire Safety Division Street Address: City: State: Zip: Submittal Date: Tue Jan 02 08:33:42 EST 2018

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Public Input No. 115-NFPA 1700-2017 [ New Section after 9.10.3.2 ]

Add a new section: 9.10.3.3 A defensive strategy should be utilized when the use of an offensive strategy would result in fire fighters performing fire-fighting operations under or above trusses that are exposed to fire.

Statement of Problem and Substantiation for Public Input

The language in this PI is a key recommendation by NIOSH in the "NIOSH ALERT Preventing Injuries and Deaths of Fire Fighters due to Truss System Failures." April 2005 p. 8. The specific wording of the NIOSH recommendation is "Ensure that fire fighters performing fire-fighting operations under or above trusses are evacuated as soon as it is determined that the trusses are exposed to fire (not according to a time limit)." Truss system failures are a significant documented risk factor to offensive firefighting operations. Fifteen separate incidents were investigated by NIOSH involving 20 fatalities and 12 injuries just during the 1998-2003 time-frame. If we are truly serious about reducing fire fighter injuries and deaths on the fire ground, we need to incorporate the data driven operational recommendations from NIOSH that will reduce such risk exposures. This is consistent with the purpose of this document being "science-based." The language in this PI is easy for the IC on the fireground to apply as a tool to significantly mitigate fire fighter risk exposure in the truss environment.

Related Public Inputs for This Document

Related Input Relationship Public Input No. 117-NFPA 1700-2018 [Section No. 12.7.13] Similar language but in different sections. Public Input No. 117-NFPA 1700-2018 [Section No. 12.7.13]

Submitter Information Verification

Submitter Full Name: Anthony Apfelbeck Organization: Altamonte Springs Building/Fire Safety Division Street Address: City: State: Zip: Submittal Date: Wed Dec 27 08:25:25 EST 2017

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Public Input No. 16-NFPA 1700-2017 [ Section No. 10.4 ]

10.4 General. Fire control, extinguishment, and rescue require the implementation of strategies, tactics, and tasks to address the threats and hazards to the civilians and fire fighters during a structure fire. Fire departments should develop and maintain the capability to control, overhaul, and extinguish the fire utilizing tactical practices applying fire dynamic research findings while considering building construction characteristics and local fire department resources and capabilities. It is important to understand regardless of your chosen tactics to complete extinguishment, it will require the use of one or several water applications. Local jargon of chosen tactics may include transitional attack, blitz attack, positive pressure attack, interior attack, exterior attack, defensive attack, quick hit, quick water, and hit it hard from the yard. It is imperative that the chosen tactics are coordinated and effectively communicated throughout the fireground. It is imperative that the chosen tactics match the capablities of the firefighters and the staffing level of the incident.

Statement of Problem and Substantiation for Public Input

It is important that we choose tactics within the capabilities of the staff at the incident. The tactical options available for a department that arrives with 12 firefighters on three apparatus at two minute intervals are much greater and very different than those available to the department that arrives with 3 firefighters and one apparatus and waits eight or ten minutes for the second truck to arrive. It think is important that this reality is acknowledged and fire officers take it into account.

Submitter Information Verification

Submitter Full Name: Joseph Maruca Organization: West Barnstable Fire Department Street Address: City: State: Zip: Submittal Date: Tue Nov 28 14:32:53 EST 2017

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Public Input No. 6-NFPA 1700-2017 [ Section No. 10.4 ]

10.4 General. Fire control, extinguishment, and rescue require the implementation of strategies, tactics, and tasks to address the threats and hazards to the civilians and fire fighters during a structure fire. Fire departments should develop and maintain the capability to control, overhaul, and extinguish the fire utilizing tactical practices applying fire dynamic research findings while considering building construction characteristics and local fire department resources and capabilities. It is important to understand regardless of your chosen tactics to complete extinguishment, it will require the use of one or several water applications. Local jargon of chosen tactics may include (but may not be limited to) transitional attack, blitz attack, positive pressure attack, interior attack, exterior attack, defensive attack, quick hit, and quick water, and hit it hard from the yard . It is imperative that the chosen tactics are coordinated and effectively communicated throughout the fireground.

Statement of Problem and Substantiation for Public Input

"Hit'n it hard from the yard" has become somewhat of a joke in certain circles of the fire service, poking fun at instances where a fire appears to have been able to be controlled with an aggressive attack, however the chosen tactic was a defensive attack, resulting in a greater loss of property. Inclusion of this term, I believe, belittles the proposed standard and makes NFPA complicit in the joke and the behavior conducted by individuals who participate in the "Hit'n it hard from the yard" facebook page. This proposed change removes that concern, while also allowing for a wider range of potential local tactical jargon.

Submitter Information Verification

Submitter Full Name: Grant Galvin Organization: University Fire Department Street Address: City: State: Zip: Submittal Date: Mon Oct 16 05:55:10 EDT 2017

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Public Input No. 116-NFPA 1700-2017 [ New Section after 10.6.2.3 ]

Add a new section.. 10.6.2.3.1 If the building is protected by a fire sprinkler system, the most efficient, effective and safest method to directly apply water to a fire is to supply the fire department connection with one of the first responding units. If the fire is in an area protected by the fire sprinkler system, supplying the fire department connection will supplement the water being delived to the fire by the sprinkler system.(See NFPA 13E Fire Department Operations in Properties Protected by Sprinkler and Standpipe Systems.)

Statement of Problem and Substantiation for Public Input

The current language in this chapter does not address the tactical need to supply the fire sprinkler system fire department connection. If the fire is in an area protected by a fire sprinkler system, supplying the fire sprinkler system is the least risk and most efficient method to ensure water is being applied directly to the fire. Pumping the FDC at 150 psi can easily double the water being delivered to the seat of a fire in most fire sprinkler systems. This issue is addressed extensively in NFPA 13E Fire Department Operations in Properties Protected by Sprinklers and Standpipe Systems.

Submitter Information Verification

Submitter Full Name: Anthony Apfelbeck Organization: Altamonte Springs Building/Fire Safety Division Street Address: City: State: Zip: Submittal Date: Wed Dec 27 08:39:19 EST 2017

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Public Input No. 138-NFPA 1700-2018 [ Section No. 10.7 ]

10.7 Air - (Coordinated Ventilation). - No other text follows 10.7 past this point. - Currently, the terms "coordinated ventilation" or "coordinated attack" are not include in Chapter 3 (in any edition). The non- coordination of a "coordinated attack" has lead to several FF maydays and LODDs. I believe theses terms should not be used in the document. When something is burning (on fire) the IC should coordinate all activites towards fire control. The rescue/fire control-extension/exposure problem is solved in the majority of cases by fast, strong, well-placed water application that puts water on the fire as quickly and as safely as possible. Once fire control has been achieved, the IC must shift the IAP to a high priority of ventilating the areas of the structure that have been exposed to the fire. 10.7.1 General Tactical Objectives. The goal of oxygen exclusion is to limit oxygen access to the fire, reducing the fire’s growth rate. This can lessen the fire’s capability of progressing to flashover and also make conditions safer for fire fighters and civilians inside. The goal of ventilation is the removal of smoke, heat, and flame, as well as their subsequent replacement with fresh air, coordinated with fire attack and search. The overall goals are to increase visibility, reduce temperature, speed search/rescue/attack, and make the interior environment more tenable for potential victims and fire department personnel. All ventilation should be coordinated and communicated with interior crews and IC.

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10.7.2 General Tactical Considerations. The following are general tactical considerations for coordinated ventilation:

(1) Prior to any fire development, every structure has air moving in and out of the structure through planned openings such as windows, doors, shafts, and HVAC systems as well as through unplanned openings such as leakage in the building envelope due to ambient conditions. (2) Any opening in a structure can be considered ventilation, including the fire department making entrance. (3) Recognizing potential flow paths and the fire department’s ability to manage them will dictate the tactical ventilation plan and ultimately how smoke, air, heat, and flame move throughout the structure during a fire. (4) Ventilation for extinguishment is done concurrent with attack. How is this tactic performed? (5) Ventilation for search, when not coordinated, may temporarily achieve the desired localized lifting and leaning to assist in fire attack, search, and rescue. (6) Ventilating without applying water will lead to fire growth, potentially very rapid fire growth. (7) If the interior crews feel the need to cool the environment, they should flow water, isolate the fire, or isolate themselves. (8) Ventilation creates a flow path, either unidirectional, bidirectional, or variable. These can change as the ventilation profile changes. (9) All other variables being equal, larger openings will release a larger amount of smoke, heat, and flames, and a correspondingly large volume of air will be introduced into the building. (10) The ventilation profile should be known to all interior fire fighters before making entrance. (11) If the ventilation profile changes during operations (i.e., window or roof self-vents, vent group breaks a window, etc.) this should be communicated to interior crews and the IC. (12) Communication between the ventilation crew, interior members, and the IC is essential to a coordinated fire attack. (13) Interior crews may verbalize need for ventilation. (14) The ventilation crew may verbalize to interior crews when they are in position to ventilate. (15) When ventilating for extinguishment, the ventilation crew will wait until interior crews order ventilation (location, type, and time) or obvious signs of extinguishment are seen before ventilating. All units inside should confirm that they are ready for ventilation to take place. (16) If a ventilation opening is made before water application, an attempt may be made to isolate the vent opening from the fire (i.e., closing a door). (17) To enhance survivable space, minimize smoke damage, aide property conservation, and assist with fire confinement, interior crews may shut the doors of uninvolved rooms.

10.7.3 Ventilation Control. 10.7.3.1 Tactical Objective. The primary tactical objective is limiting the air access to the fire. 10.7.3.2 How it Works. Fire growth is dependent on oxygen. By limiting the oxygen supplied to the fire, growth and heat release rate are reduced. 10.7.3.3 Tactical Considerations. The following are tactical considerations:

(1) Identify where fire is receiving air and exhausting smoke (flow path) by evaluating smoke conditions at each opening and close openings, if possible. (2) Consider search and rescue needs of victims prior to closing doors. (3) Prevent fire and smoke from extending into uninvolved areas of the structure by closing doors and other openings.

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10.7.3.4 Preferred Technique. Perform quick life-fire-layout sweep prior to closing doors. Close door(s) or perform door control to limit air intake at the door or ventilation opening. The potential for rescue should be considered at all times. Fire fighters should be prepared to search for, rescue, and provide care for civilians with the resources and personnel on scene. A victim survivability assessment must be made prior to initiating search and rescue operations. While protection of life is the highest incident priority, consideration should be given to suppression of the fire (e.g., exterior water application to cool the fire, rapid interior fire attack to extinguish the fire, flow path control to limit fire growth) to improve survivability of victims and fire fighters. An alternative technique is to employ ventilation control devices or a portable door or smoke curtain. 10.7.4 Horizontal Ventilation. 10.7.4.1 Tactical Objective. The primary tactical objective is to improve interior tenability, visibility, and search conditions for crews and trapped civilians. Additional tactical objectives include extinguishment and property conservation. 10.7.4.2 How It Works. Smoke is exhausted and replaced by fresh air. Heat and smoke should be exhausted from the interior to the exterior by utilizing pressure differential(s) and gravity currents if the window/exhaust is above the fire. 10.7.4.3 Tactical Considerations. The following are tactical considerations for horizontal ventilation:

(1) Venting for search, the controlled and coordinated ventilation tactic, which should coincide with the engine company extinguishment of the fire. (2) Venting for extinguishment, the controlled and coordinated ventilation tactic performed to facilitate the movement of a fire fighter into an area to conduct a search for victims. (3) Venting for property conservation. (4) Survivability profile. (5) Raising of interface layer height and visibility may not occur, or be temporary and localized if fire is not controlled. (6) In the absence of effective water on the fire, it can increase the HRR and potential for rapid fire growth. (7) Coordinated inlet and outlet openings concurrent with effective application of water. (8) Ability to control ventilation openings. (9) Smoke cooling prior to direct attack may be appropriate. (10) Purposeful direction of the flow path considering wind direction and other flow path considerations. (11) Thermal imaging to source fire and monitor changing conditions. (12) Water application (flowing of hose lines) influence — causes air movement.

10.7.4.4 Preferred Technique. The following are preferred techniques for horizontal ventilation:

(1) Door control and limited ventilation may be used until effective water is on the fire. (2) Ventilation outlet is established in the fire compartment. (3) Opening the entry door as an additional inlet, while considering flow path impacts. (4) Inlet and outlet on opposite sides of the structure or compartment. (5) Vent openings may take into account wind speed and direction to take advantage of natural ventilation. (6) Close to the fire, above the fire, and opposite the attack and/or other interior crews. (7) Create controllable openings where possible (i.e., open window as opposed to breaking the window).

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10.7.4.5 Safety Considerations. The following are safety considerations for horizontal ventilation:

(1) Failure to coordinate ventilation with effective water application may increase heat release rate. (2) Anticipate rapid fire growth if ventilation is increased absent the application of water for both planned and unplanned ventilation. (3) Consider wind speed and direction.

10.7.5 Vertical Ventilation. 10.7.5.1 Tactical Objectives. The primary tactical objective is to improve interior tenability, visibility, and search conditions for crews and trapped civilians. Additional tactical objectives include support of defensive trenching operations, extinguishment, and property conservation. 10.7.5.2 How It Works. Smoke is exhausted from an opening located above the level of fire, and fresh air is introduced via horizontal ventilation. Heat and smoke should be exhausted from the interior to the exterior by utilizing pressure differential(s) and gravity currents. 10.7.5.3 Tactical Considerations. The following are tactical considerations for vertical ventilation:

(1) Coordinated inlet and outlet openings concurrent with effective application of water. (2) Search. (3) Extinguishment. (4) Property conservation. (5) Survivability profile in the fire room. (6) Inability to horizontally ventilate. (7) Purposeful direction of the flow path considering wind direction. (8) Raising or lifting of smoke or interface layer height and visibility may not occur or be temporary if fire is not controlled. (9) Thermal imaging to source fire and monitor changing conditions. (10) Plan for exposure control. (11) Delays due to resources and capabilities, assembly time, or equipment.

10.7.5.4 Preferred Technique. The following are preferred techniques for vertical ventilation:

(1) Door control and limited inlet ventilation until vertical outlet is established. (2) Inlet opening is on the windward side and outlet is above or close to the source fire. (3) Establish outlet openings followed by inlet openings coordinated with fire attack.

10.7.5.5 Safety Considerations. The following are safety considerations for vertical ventilation:

(1) Failure to coordinate ventilation with effective water application will increase heat release rate. (2) Anticipate rapid fire growth if ventilation is increased absent the application of water for both planned and unplanned ventilation. (3) Consider wind speed and direction. (4) Working at heights considerations.

10.7.6 Positive Pressure Attack (PPA).

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10.7.6.1 Tactical Objectives. The primary objective is to improve interior tenability, visibility, and search conditions for crews and trapped civilians. Additional objectives include purposeful direction of the flow path, extinguishment, and property conservation. 10.7.6.2 How It Works. Fans are used to create a pressure differential influencing the flow of air and smoke from the inlet to the exhaust. 10.7.6.3 Tactical Considerations. The following are tactical considerations for positive pressure attack:

(1) Staff controlling operation of the fan should have a radio to coordinate operations (e.g. change speed, angle) if adverse conditions develop. (2) Staff controlling exhaust should have a radio to coordinate operations if adverse conditions develop. (3) Consider bringing a line to the exhaust(s) for protection (4) Communicate fan activation and continuously monitor the structure for negative effects. (5) Transitional attack may be utilized, if possible, prior to fan activation (6) Fire growth due to ventilation must be reduced by applying water on the fire during fan operation. (7) PPA in domestic floor plans with many rooms and closed doors (compartmented) is more effective (8) PPA will not be effective on a fire located in open floor concept plan or any floor plan with high ceilings. (9) Source fire must be near or adjacent to an exterior outlet. (10) It should be understood that the inlet is the opening to the fire compartment, and not necessarily the exterior door (11) During PPA, creating additional openings not in the fire room will create additional flow paths making PPA ineffective with the potential to draw the fire into all flow paths (12) An exhaust larger than the inlet, must be provided, in the fire room to allow for effective PPA. (13) PPA should be coordinated with exhaust (14) During PPA, an ongoing assessment of inlet and exhaust flow is imperative to understanding whether or not a fan flow path has been established and if conditions are improving/effective (15) The setback of the fan or development of a cone of air is not as important as the exhaust size. (16) The application of water, as quickly as possible, whether from the interior or exterior prior to initiating PPA will increase the likelihood of a successful outcome (17) PPA is not a replacement for using the reach of your hose stream. (18) During PPA, extension into void spaces when using PPA is directly related to the exhaust capabilities of the void space. (19) PPA does not negatively affect the survivability of occupants behind a closed door.

10.7.6.4 Preferred Technique. Exhaust ventilation should be established prior to mechanical ventilation at the inlet. Exhaust should be larger than the inlet. Smoke cooling should be used as appropriate, followed up by timely direct fire attack. 10.7.6.5 Safety Considerations. The attack team should coordinate and communicate with the IC and fan and exhaust control personnel. The assessment of inlet and exhaust must be continuous for adverse conditions. Rapid fire growth should be anticipated if ventilation is increased absent the application of water for both planned and unplanned ventilation. Consideration should be given to wind speed and direction. 10.7.7 Positive Pressure Ventilation (PPV).

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10.7.7.1 Tactical Objective. The primary tactical object is to improve post fire control interior tenability, visibility, and search conditions for crews and trapped civilians. Additional objectives include removal of smoke from fire building post fire control, extinguishment, and property conservation. 10.7.7.2 How It Works. The fan is used to create a pressure differential influencing the flow of air and smoke from the inlet to the exhaust. 10.7.7.3 Tactical Considerations. The following are tactical considerations for positive pressure ventilation:

(1) Communicate fan activation and continuously monitor the structure for negative effects. (2) Hose line(s) in place for potential growth or extension of fire control. (3) When PPV is used post fire control, in single-story residential structures, the more openings made in the structure during PPV, the more efficient it is at ventilating the structure. (4) When PPV is used post fire control, it is important to assess for extension. (5) When PPV is used post fire control, starting or turning in the fan immediately after fire control will provide the most benefit.

10.7.7.4 Preferred Technique. Outlet ventilation should be established prior to mechanical ventilation at the inlet. Multiple exhaust openings should be created wherever possible to increase efficiency. 10.7.7.5 Safety Considerations. The attack team coordinates and communicates with the IC and fan and exhaust control personnel. Rapid fire growth should be anticipated if ventilation is increased absent the application of water for both planned and unplanned ventilation. Consideration should be given to wind speed and direction. 10.7.8 Positive Pressure Isolation (PPI). 10.7.8.1 Tactical Objective. The primary objective is to create a positive pressure in the non-fire area greater than the pressure in the fire area to limit fire and smoke propagation. 10.7.8.2 How It Works. Mechanical fans or systems are used to increase the pressure in an adjoining room or compartment to contain smoke to the fire room or compartment. Mechanical fans or systems at should be used at the inlet opening with limited or no exhaust openings. 10.7.8.3 Tactical Considerations. Tactical considerations are contra-indicated by fire extension beyond compartment of origin. Communicate fan activation and continuously monitor the structure for fire/smoke propagation. As long as a flow path through the seat of fire is not created there is no fire growth. Pressurize areas of the structure that are isolated from the fire compartment. 10.7.8.4 Preferred Technique. All inlet and exhaust openings should be controlled to maintain desired pressure differential and isolate the fire. 10.7.8.5 Safety Considerations. Progress reports should be given to the IC and should be coordinated with fan control personnel. Consideration should be given to wind speed and direction. Rapid fire growth is possible if fire has extended to void spaces. 10.7.9 Hydraulic Ventilation. 10.7.9.1 Tactical Objective. The primary tactical objective is to improve interior tenability, visibility, and search conditions for crews and trapped civilians during overhaul. An additional objective is to establish purposeful direction of the flow path.

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10.7.9.2 How It Works. The Venturi Principle should be employed to create a pressure differential at an opening by hoseline flow outside the structure. 10.7.9.3 Tactical Considerations. The following are tactical considerations for hydraulic ventilation:

(1) Immediately ventilate post-fire utilizing the attack hose line. (2) Observe the movement of smoke and adjust position for best ventilation effect. (3) Check surroundings for rekindling or adverse effects. (4) Check for exterior consequences of stream application.

10.7.9.4 Preferred Technique. The hoseline should be open on a straight stream and move to fog selection within the opening to prevent turbulence. The opening should be approached from a low position. Nozzle placement should create a water pattern that fills the window opening. 10.7.9.5 Safety Considerations. Personnel should stay low on approach to the intended vent and ensure hose stream operation does not create other hazards downstream (e.g., electrical, damage or compromise other operation). The operation should be monitored for fire regrowth. Consideration should be given to wind speed and direction.

Statement of Problem and Substantiation for Public Input

Activities that are performed ahead of (or in front of) the nozzle and effective water application create maydays, injuries and firefighter fatalities. Coordinating fire control while not getting distracted by too many other things would greatly reduce firefighter maydays, injuries and firefighter fatalities.

Submitter Information Verification

Submitter Full Name: John Brunacini Organization: Blue Card Street Address: City: State: Zip: Submittal Date: Wed Jan 03 16:36:11 EST 2018

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Public Input No. 107-NFPA 1700-2017 [ Section No. 10.7.4.3 ]

10.7.4.3 Tactical Considerations. The following are tactical considerations for horizontal ventilation:

(1) Venting for search, the controlled and coordinated ventilation tactic, which should coincide with the engine company extinguishment of the fire performed to facilitate the movement of a fire fighter into an area to conduct a search for victims . (2) Venting for extinguishment, the controlled and coordinated ventilation tactic performed to facilitate the movement of a fire fighter into an area to conduct a search for victims which should coincide with the engine company extinguishment of the fire . (3) Venting for property conservation. (4) Survivability profile. (5) Raising of interface layer height and visibility may not occur, or be temporary and localized if fire is not controlled. (6) In the absence of effective water on the fire, it can increase the HRR and potential for rapid fire growth. (7) Coordinated inlet and outlet openings concurrent with effective application of water. (8) Ability to control ventilation openings. (9) Smoke cooling prior to direct attack may be appropriate. (10) Purposeful direction of the flow path considering wind direction and other flow path considerations. (11) Thermal imaging to find the source fire and monitor changing conditions. (12) Water application (flowing of hose lines) influence — causes air movement.

Statement of Problem and Substantiation for Public Input

The definition of (1) and (2) appeared to be reversed.

The grammar on (11) was weird and unclear. Tried to add the meaning I thought was intended, but I could be wrong.

Submitter Information Verification

Submitter Full Name: James Mendoza Organization: San Jose Fire Department Street Address: City: State: Zip: Submittal Date: Fri Dec 15 17:18:06 EST 2017

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Public Input No. 139-NFPA 1700-2018 [ Section No. 10.7.5 ]

10.7.5 Vertical Ventilation. - Roof top vertical ventilation operations should be removed from the document. This recommendation is based on several things. 1) The UL vertical ventilation study indicated that post fire control, the wind speeds coming from roof top ventilation drastically reduced once the fire was controlled. The focus of these tests were on the pressure that was relieved from vertical ventilation (as well as the flow paths it created). Most of the tests conducted were stopped shortly after fire control, but the 1-2 minute streams of data after fire control was achieved indicated the wind speeds out of the vent hole dropped below 6 mph. 2) The recent UL PPV study indicates that a fan creates the same exact wind speeds post fire control. But a fans winds speeds are constant, while the wind speeds out of vertical vent hole continued to decrease as the temps in the compartment continued to decrease. Using a 5-1 inlet to outlet ratio, a fan moved almost 9,000 CFM. Much more CFM than a vertical vent hole can move post fire control. 3) Don Abbotts mayday study (Project Mayday - 2017) has examined over 3,000 reported maydays. The number 1 activity when a mayday occurs in the professional fire service is performing roof- top vertical ventilation (18% of the maydays reported). Abbott's study also indicates that roof top maydays produce the most significant injuries to a firefighter (a close second is falling into a basement fire). When analyzing risk vs gain, roof top vertical ventilation should be eliminated. Post fire control, a fan out performs the hole every time. There have been no reported maydays in Abbott's study of a crew performing horizontal ventilation using a fan. 10.7.5.1 Tactical Objectives. The primary tactical objective is to improve interior tenability, visibility, and search conditions for crews and trapped civilians. Additional tactical objectives include support of defensive trenching operations, extinguishment, and property conservation. 10.7.5.2 How It Works. Smoke is exhausted from an opening located above the level of fire, and fresh air is introduced via horizontal ventilation. Heat and smoke should be exhausted from the interior to the exterior by utilizing pressure differential(s) and gravity currents. 10.7.5.3 Tactical Considerations. The following are tactical considerations for vertical ventilation:

(1) Coordinated inlet and outlet openings concurrent with effective application of water. (2) Search. (3) Extinguishment. (4) Property conservation. (5) Survivability profile in the fire room. (6) Inability to horizontally ventilate. (7) Purposeful direction of the flow path considering wind direction. (8) Raising or lifting of smoke or interface layer height and visibility may not occur or be temporary if fire is not controlled. (9) Thermal imaging to source fire and monitor changing conditions. (10) Plan for exposure control. (11) Delays due to resources and capabilities, assembly time, or equipment.

10.7.5.4 Preferred Technique. The following are preferred techniques for vertical ventilation:

(1) Door control and limited inlet ventilation until vertical outlet is established. (2) Inlet opening is on the windward side and outlet is above or close to the source fire. (3) Establish outlet openings followed by inlet openings coordinated with fire attack.

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10.7.5.5 Safety Considerations. The following are safety considerations for vertical ventilation:

(1) Failure to coordinate ventilation with effective water application will increase heat release rate. (2) Anticipate rapid fire growth if ventilation is increased absent the application of water for both planned and unplanned ventilation. (3) Consider wind speed and direction. (4) Working at heights considerations.

Statement of Problem and Substantiation for Public Input

This recommendation would reduce firefighter maydays by 18%. Saving the tax payers millions in medical bills, off time injuries, medical retirements and LODDs.

Submitter Information Verification

Submitter Full Name: John Brunacini Organization: Blue Card Street Address: City: State: Zip: Submittal Date: Wed Jan 03 16:56:22 EST 2018

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Public Input No. 142-NFPA 1700-2018 [ Section No. 10.7.6 ]

The new nozzle study that UL is performing (and currently have data on) indicates a firefighter can create winds speeds with their water streams equal to what a fan can produce. The difference between a fan and a nozzle is the nozzle puts water into the atmosphere. All UL data indicates this is a good thing, water into the compartment when something is burning. On the other side, UL states that giving a fire air - is bad (fan). There are too many variables that have to be executed to make this tactic work. The biggest being the vent opening has to be as big as the intake opening, if not, the fire would burn back to the intake. If a firefighter was creating the same wind speeds with their nozzle and noticed a burn back, they could reduce the angle of their stream, reducing wind speeds and the burn back on them. If there is no exhaust, the firefighter would go down to a straight or solid stream. Giving the fire air is bad, give it water and air at the same time with a nozzle that will do the same thing as the fan. Turn the fan on post fire control. 10.7.6 Positive Pressure Attack (PPA). 10.7.6.1 Tactical Objectives. The primary objective is to improve interior tenability, visibility, and search conditions for crews and trapped civilians. Additional objectives include purposeful direction of the flow path, extinguishment, and property conservation. 10.7.6.2 How It Works. Fans are used to create a pressure differential influencing the flow of air and smoke from the inlet to the exhaust.

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10.7.6.3 Tactical Considerations. The following are tactical considerations for positive pressure attack:

(1) Staff controlling operation of the fan should have a radio to coordinate operations (e.g. change speed, angle) if adverse conditions develop. (2) Staff controlling exhaust should have a radio to coordinate operations if adverse conditions develop. (3) Consider bringing a line to the exhaust(s) for protection (4) Communicate fan activation and continuously monitor the structure for negative effects. (5) Transitional attack may be utilized, if possible, prior to fan activation (6) Fire growth due to ventilation must be reduced by applying water on the fire during fan operation. (7) PPA in domestic floor plans with many rooms and closed doors (compartmented) is more effective (8) PPA will not be effective on a fire located in open floor concept plan or any floor plan with high ceilings. (9) Source fire must be near or adjacent to an exterior outlet. (10) It should be understood that the inlet is the opening to the fire compartment, and not necessarily the exterior door (11) During PPA, creating additional openings not in the fire room will create additional flow paths making PPA ineffective with the potential to draw the fire into all flow paths (12) An exhaust larger than the inlet, must be provided, in the fire room to allow for effective PPA. (13) PPA should be coordinated with exhaust (14) During PPA, an ongoing assessment of inlet and exhaust flow is imperative to understanding whether or not a fan flow path has been established and if conditions are improving/effective (15) The setback of the fan or development of a cone of air is not as important as the exhaust size. (16) The application of water, as quickly as possible, whether from the interior or exterior prior to initiating PPA will increase the likelihood of a successful outcome (17) PPA is not a replacement for using the reach of your hose stream. (18) During PPA, extension into void spaces when using PPA is directly related to the exhaust capabilities of the void space. (19) PPA does not negatively affect the survivability of occupants behind a closed door.

10.7.6.4 Preferred Technique. Exhaust ventilation should be established prior to mechanical ventilation at the inlet. Exhaust should be larger than the inlet. Smoke cooling should be used as appropriate, followed up by timely direct fire attack. 10.7.6.5 Safety Considerations. The attack team should coordinate and communicate with the IC and fan and exhaust control personnel. The assessment of inlet and exhaust must be continuous for adverse conditions. Rapid fire growth should be anticipated if ventilation is increased absent the application of water for both planned and unplanned ventilation. Consideration should be given to wind speed and direction.

Statement of Problem and Substantiation for Public Input

The new UL nozzle study indicates a nozzle can produce the same wind speeds as a fan. Until fire control has been achieved, use the nozzle, not a fan. Use the fan post fire control with up to 5 downwind openings (equals 9,000 cfm of air movement).

Submitter Information Verification

Submitter Full Name: John Brunacini Organization: Blue Card Street Address:

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City: State: Zip: Submittal Date: Wed Jan 03 17:40:38 EST 2018

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Public Input No. 140-NFPA 1700-2018 [ Section No. 10.7.8 ]

If there is no fire research data on this tactic, it should be removed from the document until further study. 10.7.8 Positive Pressure Isolation (PPI). 10.7.8.1 Tactical Objective. The primary objective is to create a positive pressure in the non-fire area greater than the pressure in the fire area to limit fire and smoke propagation. 10.7.8.2 How It Works. Mechanical fans or systems are used to increase the pressure in an adjoining room or compartment to contain smoke to the fire room or compartment. Mechanical fans or systems at should be used at the inlet opening with limited or no exhaust openings. 10.7.8.3 Tactical Considerations. Tactical considerations are contra-indicated by fire extension beyond compartment of origin. Communicate fan activation and continuously monitor the structure for fire/smoke propagation. As long as a flow path through the seat of fire is not created there is no fire growth. Pressurize areas of the structure that are isolated from the fire compartment. 10.7.8.4 Preferred Technique. All inlet and exhaust openings should be controlled to maintain desired pressure differential and isolate the fire. 10.7.8.5 Safety Considerations. Progress reports should be given to the IC and should be coordinated with fan control personnel. Consideration should be given to wind speed and direction. Rapid fire growth is possible if fire has extended to void spaces.

Statement of Problem and Substantiation for Public Input

If this tactic has not been scientifically proven and is published in this guide, people could use it and have very bad results.

Submitter Information Verification

Submitter Full Name: John Brunacini Organization: Blue Card Street Address: City: State: Zip: Submittal Date: Wed Jan 03 17:23:32 EST 2018

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Public Input No. 141-NFPA 1700-2018 [ Section No. 10.8 ]

The following suggestion come from the Blue Card SOPs. It was easier with a copy/paste: 4.20 – Offensive Search and Rescue Operations One of the major tactical priorities to accomplish (especially in a residential setting) is the protection of any customers exposed to the incident hazards. The NUMBER ONE (#1) method to be used in completing the Life Safety tactical priority in working fire situations is to control the fire as quickly and as safely as possible. The fire research shows that there is a zero chance of occupant survivability if occupants are directly located in a compartment that has flashed over and has become ventilation controlled (high temps, lack of oxygen, toxic atmosphere). The fire research also shows that the survivable areas connected to a fire compartment that have become ventilation controlled (flash over) have a barrier between the occupant and the fire area (closed door(s) or wall(s)). Therefore, it is imperative that occupants be protected in place (behind their barriers of protection) while all initial efforts are directed towards fire control. Any barriers directly connected to the fire area shall NOT be opened prior to fire control and post fire control ventilation. The IC should use the following methods to address the Life Safety tactical priority on offensive structure fires. 1. Protect in place. A life safety tactic of leaving people indirectly exposed to a fire compartment behind their barrier of protection while control forces control and then ventilate the fire area. 2. Primary searches . Are performed in the immediate fire area in conjunction with fire control and are for the purposes of locating victims directly exposed to the products of combustion (very lethal). 3. Secondary searches . Are performed after fire control has been achieved and the atmosphere has been properly ventilated. This involves the process of opening barriers and searching any survivable compartments directly exposed to the fire area, along with a secondary, more thorough search of the original fire compartment. 10.8 Search and Rescue. 10.8.1 General. Search and rescue is interdependent of both fire attack and ventilation. As the search is conducted the doors should be closed (or isolated and ventilated). Once the fire is under control or the fire is confined, tenability increases and the search crew can become more aggressive. Attack and ventilation will also dictate the removal route/method (i.e., shelter in place, window removal, or back through the structure). 10.8.2 Application. The following are search features:

(1) Primary search (2) Secondary search (3) Victim survivability (4) Effect of smoke on victim (5) Importance of coordinated operations (ladder and engine) (6) Ground ladder operations (7) Protect route of egress especially on lower floors (8) Effect of hose stream (9) Use of thermal imager

Statement of Problem and Substantiation for Public Input

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The problem solved is not having firefighters open closed bedroom doors that are connected to an uncontrolled fire (working ahead of water). UL has launched a very successful media campaign on "close before you doze". We shouldn't show up and open any door exposed to the fire compartment until the fire is controlled and the space has been ventilated. UL research clearly indicates that less than 60 seconds after opening, the space becomes one with the fire compartment (temps and pressures).

Submitter Information Verification

Submitter Full Name: John Brunacini Organization: Blue Card Street Address: City: State: Zip: Submittal Date: Wed Jan 03 17:26:42 EST 2018

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Public Input No. 54-NFPA 1700-2017 [ Section No. 11.4.1 ]

11.4.1 The pre-control phase is before the fire incident. The Prior to complete fire suppression, combustion products are released as smoke during the pre-control phase . Initially many of these substances are mobile. The toxic and/or caustic gases and vapors that occur in high concentrations during this phase, such as carbon monoxide (CO), (CO2), hydrogen chloride (HCl, hydrochloric acid when condensed), acrolein, and hydrogen cyanide (HCN, prussic acid when condensed), constitute a potential hazard for operating members and civilians. The smoke plume must be considered when the incident commander designates the hot zone at an operation.

Statement of Problem and Substantiation for Public Input

Clarify 'pre-control phase' meaning

Submitter Information Verification

Submitter Full Name: Gavin Horn Organization: University of Illinois Fire Se Street Address: City: State: Zip: Submittal Date: Wed Dec 06 15:54:43 EST 2017

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Public Input No. 55-NFPA 1700-2017 [ Section No. 11.4.2 ]

11.4.2 The post-control phase is after the fire incident. Once the fire has been extinguished and the burnt materials have cooled down to ambient temperature, hazardous organic substances, in particular soot particles, are still present. Operating personnel continue to have the potential for contamination, and members continue to utilize the appropriate level of personal protective equipment (PPE), including respiratory protection. Care must be taken not to transport contaminants outside the hot zone.

Statement of Problem and Substantiation for Public Input

Clarify definitions

Submitter Information Verification

Submitter Full Name: Gavin Horn Organization: University of Illinois Fire Se Street Address: City: State: Zip: Submittal Date: Wed Dec 06 15:57:12 EST 2017

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Public Input No. 57-NFPA 1700-2017 [ Section No. 11.5.3 ]

11.5.3 cabs must shall be kept shut during operations and aired out briefly when operations have ended. After the fire has been extinguished, involved and contaminated rooms must shall be ventilated for a sufficient time prior to entry without respiratory protection for investigation purposes. Known carcinogens and hazardous chemicals can attach themselves to structural personal protective equipment ( PPE) and exposed skin. Proper use of PPE, including self contained breathing apparatus ( SCBA) , is important and will can minimize the smoke exposure risks to fire fighters. Members, apparatus and equipment in the hot zone should be deconned decontaminated . PPE that has been contaminated should be removed while using respiratory protection and placed in an area remote from operating personnel. This procedure will limit the exposure of operating personnel to the off gassing of contaminants from the PPE. Contaminated gear shall not be removed from the warm zone unless decontaminated or bagged. Personnel working with equipment contaminated during a structure fire should use nitrile or latex emergency medical services (EMS) gloves and dusk masks during the cleaning process.

Statement of Problem and Substantiation for Public Input

Clarifying lanugage

Submitter Information Verification

Submitter Full Name: Gavin Horn Organization: University of Illinois Fire Se Street Address: City: State: Zip: Submittal Date: Wed Dec 06 16:05:55 EST 2017

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Public Input No. 60-NFPA 1700-2017 [ Section No. 11.5.4 ]

11.5.4 Upon doffing of PPE, gear should be allowed to “air out” and off-gas volatile compounds released in the open air, upwind from the fire and away from personnel who are working on the incident and in decontamination or rehabilitation. Prior to transport of contaminated gear, it should be encapsulated utilizing an airtight container. The container should be of sufficient size and strength to contain all contaminated gear, including turnouts, helmet, mask, gloves, and boots. The contaminated gear should be placed outside of the passenger compartment. Gear should be transported in a similar manner to a facility with an extractor a specialized PPE washer or to an ISP Independent Service Providers (ISPs) . The fire department should attempt to complete as much of the decontamination process on scene as possible to reduce exposures in the . When possible, departments should hold responding companies out of service until the decontamination process is complete.

Statement of Problem and Substantiation for Public Input

Clarifying language

Submitter Information Verification

Submitter Full Name: Gavin Horn Organization: University of Illinois Fire Se Street Address: City: State: Zip: Submittal Date: Wed Dec 06 16:10:17 EST 2017

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Public Input No. 61-NFPA 1700-2017 [ Section No. 11.5.6 ]

11.5.6 Gross on-scene decontamination of personnel should occur as soon as possible after the operating member exits the hot zone. After the fire, fire fighters who operated in the hot zone should immediately remove soot from the head and neck using usingskin cleansing wipes or soap and water washing if available . Wipes should be use during air cylinder changes and in rehab areas between operational periods whenever possible. Rapid Gross on scene decontamination should also be used prior to entering the rehab area and consumption of fluids and/or food. Drinking and eating is permissible outside the area where smoke and contamination can occur after operating personnel have removed contaminated gear and , conducted a gross on-scene decontamination and thoroughly washed hands and faces. Washing can be considered as adequate when there are no visible traces of soot afterwards.

Statement of Problem and Substantiation for Public Input

Clarifying launguage

Submitter Information Verification

Submitter Full Name: Gavin Horn Organization: University of Illinois Fire Se Street Address: City: State: Zip: Submittal Date: Wed Dec 06 16:13:08 EST 2017

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Public Input No. 62-NFPA 1700-2017 [ Section No. 11.6.1 ]

11.6.1 No equipment, including SCBA, should be stored in the passenger compartment prior to decontamination. Crews should provide detailed cleaning of all contaminated tools, equipment, and apparatus while utilizing dust masks and particulate filtering facepiece (N95 minimum) and nitrile or latex EMS gloves during the station decontamination process. Personnel should not enter clean areas of the station until they have completed the entire decontamination process.

Statement of Problem and Substantiation for Public Input

Clarifying current language and making consistent throughout chapter

Submitter Information Verification

Submitter Full Name: Gavin Horn Organization: University of Illinois Fire Se Street Address: City: State: Zip: Submittal Date: Wed Dec 06 16:17:30 EST 2017

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Public Input No. 64-NFPA 1700-2017 [ Sections 11.9.2, 11.9.3 ]

Sections 11.9.2, 11.9.3 11.9.2 Ventilation is an important step to ensure that the environment becomes more tenable and ambient temperatures are reduced for the crews operating on the fireground. Studies have evaluated ventilation techniques related to the levels of toxicants, showing a reduction of airborne levels. However, toxicant levels rapidly increased when ventilation was discontinued. Care should be taken while using gas-powered fans that may increase CO carbon monoxide levels within the structure. 11.9.3 Discerning and quantifying the gasses and particulates present not only indicates when it is safe to doff SCBA, it provides the information that dictates proper decontamination and post-fire medical monitoring. The ability to monitor the air for particulates and harmful toxicants provides the best information to fireground personnel. However, current technology is limited. A four-gas meter or photoionization detector (PID) or six-gas meter may not be adequate to effectively analyze the fireground, particularly for gasses other than those directly measurred by the meter itself . A simple CO carbon monoxide detector, or any other detection device by itself, cannot be relied upon to make this determination.

Statement of Problem and Substantiation for Public Input

Clarifying language

Submitter Information Verification

Submitter Full Name: Gavin Horn Organization: University of Illinois Fire Se Street Address: City: State: Zip: Submittal Date: Wed Dec 06 16:22:54 EST 2017

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Public Input No. 65-NFPA 1700-2017 [ Section No. 11.10.1 ]

11.10.1 Dust found inside apparatus has been found to be significantly contaminated. Windows Apparatus windows left open during a working fire can result in smoke transport through the cab, which can deposit on surfaces. Wearing contaminated turnouts back to the fire station will transfer contaminants to apparatus seats, resulting in exposure to the next member who sits there due to cross-contamination. Storing/transporting contaminated PPE within the apparatus cab, particularly with closed windows, can lead to an increase in the concentration of compounds off-gassing from PPE. Decontamination, particularly of soft surfaces, of the cab is challenging.

Statement of Problem and Substantiation for Public Input

Clarifying language

Submitter Information Verification

Submitter Full Name: Gavin Horn Organization: University of Illinois Fire Se Street Address: City: State: Zip: Submittal Date: Wed Dec 06 16:25:24 EST 2017

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Public Input No. 66-NFPA 1700-2017 [ Section No. 11.11 ]

11.11 Support Personnel. PPE worn by support personnel should be appropriate for the services provided. Nonfire-service personnel often support air bottle changes and may assist with decontamination and rehabilitation. Nitrile or latex EMS gloves and potentially airway protection should be provided to reduce risk to these individuals.

Statement of Problem and Substantiation for Public Input

Clarifying language

Submitter Information Verification

Submitter Full Name: Gavin Horn Organization: University of Illinois Fire Se Street Address: City: State: Zip: Submittal Date: Wed Dec 06 16:26:31 EST 2017

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Public Input No. 67-NFPA 1700-2017 [ Section No. 11.13.2.2 ]

11.13.2.2 Dry Decontamination. Techniques that do not wet the PPE may be employed depending on the level of contamination, environmental conditions (particularly cold conditions), and materials available on scene. Dry brushing and air-based brushing methods have been proposed as means to remove the toxic products of combustions from the fire fighters. The following are considerations for dry decontamination:

(1) Depending on the situation, gross decontamination may If wet decontamination is not an option, dry decontamination shall be performed prior to fire fighters the firefighter doffing PPE or after it has been removed. Considerations must include environmental conditions and potential for contaminating exposed skin through inhalation of airborne contamination and dermal unless there is a medical condition needing immediate attention or other emergency such as running out of air. Specifically, consider the impact of environmental conditions as well as the potential for the breathing of airborne contaminants and cross contamination of exposed skin . (2) Personnel should then bag their gear for the return to the station. (3) All fire fighters engaged in suppression activities, overhaul, or exposure to smoke should exchange their contaminated hoods and gloves after exiting the immediately dangerous to life and health (IDLH) environment.

Statement of Problem and Substantiation for Public Input

Clarifying lanugage

Submitter Information Verification

Submitter Full Name: Gavin Horn Organization: University of Illinois Fire Se Street Address: City: State: Zip: Submittal Date: Wed Dec 06 16:28:40 EST 2017

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Public Input No. 69-NFPA 1700-2017 [ Sections

11.13.3.1.2, 11.13.3.1.3, 11.13.3.1.4, 11.13.3.1.5... ]

Sections 11.13.3.1.2, 11.13.3.1.3, 11.13.3.1.4, 11.13.3.1.5, 11.13.3.1.6, 11.13.3.1.7, 11.13.3.1.8 11.13.3.1.2 Fire fighters should remain ON AIR to To reduce exposure to airborne particulates and gasses off-gassing from PPE the SCBA facepiece shall remain in place while doffing remaining PPE components .

. 11.13.3.1.3 If directly returning to the hot zone after an air cylinder change, the following should take place:

(1) Dry brush debris from helmet, facepiece, and SCBA prior to change-out. (2) If available, fire fighters engaged in suppression activities, overhaul, or exposure who are otherwise exposed to smoke can further reduce contamination by exchanging their contaminated hood for a clean one when they exit the IDLH. Replacement hoods should be readily available on scene. (3) Personnel performing mitigation should wear gloves, eye protection, and suitable PPE for the suspected contaminants.

11.13.3.1.4 Prior to removing fire-fighting ensembles worn in the hot zone, a an appropriate gross decontamination procedure should be performed to remove potentially harmful contaminants. 11.13.3.1.5 Members 4.1 If Wet Decontamination procedures are employed, members should brush large debris first and then spray each other with water to remove loose particulates from turnouts and equipment. Utilizing the pump operator for decontamination should not be allowed due to the lack of respiratory protection. A designated gross decontamination line may be deployed, preferably distant from the pump panel to eliminate overspray and unwanted exposure of the pump operator. Measures should be taken to position the decontamination area upwind of the incident scene in an effort to not expose personnel to more contaminants from smoke. The following should be considered for wet decontamination:

(1) Wet mitigation should begin using a fine mist from a decontamination hose line to rinse debris from the helmet, facepiece, SCBA, , gloves, and boots. (2) Initial decontamination of all PPE can be completed with a 1-in. hose line utilizing a 10/40 gpm (25.4 mm hose line utilizing 37.8/151.4 L/m) nozzle or a garden hose. (3) Personnel performing mitigation should wear gloves, eye protection, and suitable PPE for the suspected contaminants. (4) Personnel may require tents or buses to provide privacy and protect against extreme environmental exposure. Tyvek suits may be made available.

11.13.3.1.6 4.2 During cold weather operations, dry brushing should be conducted to remove the products of combustions from the fire fighters prior to going off air and removing removing respiratory protection and doffing SCBA face pieces. Contaminated PPE that is dry brushed should be allowed to off-gas in an open area away from any firefighting, decontamination, or rehabilitation activities and away from locations where additional contamination may be experienced. Air-based decontamination methods have been proposed and are currently being studied in place of dry brushing techniques. Data on effectiveness and risks/benefits should be available shortly.

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11.13.3.1.7 5 Certain parts of the PPE ensemble cannot be effectively deconned on scene due to their typically porous nature (e.g., hoods and gloves). These parts of the ensemble should be switched out on the scene until they can be properly cleaned in accordance with NFPA 1851. 11.13.3.1.8 6 After gross decontamination and before eating or drinking, a personal hand washing station, including hand soap and towels, should be set up. In lieu of soap and water, disposable wipes should be utilized for hands, face, and neck. Personnel should wash their hands before rehabilitation, at the end of suppression activities including overhaul, and before returning to the living quarters. The hand wash station or wipes should be available at the entry point to rehabilitation.

Statement of Problem and Substantiation for Public Input

Language is clarified as well as flow of the sections

Submitter Information Verification

Submitter Full Name: Gavin Horn Organization: University of Illinois Fire Se Street Address: City: State: Zip: Submittal Date: Wed Dec 06 16:34:34 EST 2017

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Public Input No. 70-NFPA 1700-2017 [ Sections 11.13.3.2.2, 11.13.3.2.3, 11.13.3.2.4 ]

Sections 11.13.3.2.2, 11.13.3.2.3, 11.13.3.2.4 11.13.3.2.2 To protect hands from dermal absorption of contaminants while packaging turnouts, a minimum of nitrile or latex EMS latex or nitrile gloves should be worn. Personnel should shower upon returning to quarters, or as soon as practical. 11.13.3.2.3 Contaminated turnouts, including hood, gloves, boots, and helmets, should be cleaned in accordance with NFPA 1851 or they should be sent out to a designated station or an ISP for cleaning. 11.13.3.2.4 When cleaning contaminated equipment, appropriate PPE (gloves, splash gown, and particulate filtering facepiece ( N95 minimum) if equipment is dry and particles could become airborne) should always be worn to protect against exposures from contaminated equipment.

Statement of Problem and Substantiation for Public Input

Clarifying language

Submitter Information Verification

Submitter Full Name: Gavin Horn Organization: University of Illinois Fire Se Street Address: City: State: Zip: Submittal Date: Wed Dec 06 16:39:54 EST 2017

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Public Input No. 7-NFPA 1700-2017 [ Section No. 11.13.3.4 ]

11.13.3.4 Replenishing lost fluids and expended fuels is critical and should include consideration of the following:

(1) Rehydration should be actively provided since a large portion of the human body is water. At a minimum, it is recommended that 16 oz (473.1 mm) of water be consumed during air bottle changes and 32 oz (916.7 mm) during rehab. Another 16 oz to 32 oz (473.1 mm to 916.7 mm) should be consumed after the incident. Sports drinks with electrolytes may be desirable during prolonged incidents and are typically recommended after every two to four 16-oz bottles of water. Carbonated drinks should be avoided. Foods high in carbohydrates and protein should be provided for nourishments. Excessive fat and (2) Very cold incidents may necessitate hot beverages such as coffee, tea, or simply hot water. (3) A focus should be placed on providing protein-rich foods for nourishment. Excessive amounts of empty calories should be avoided.

Statement of Problem and Substantiation for Public Input

This change allows for hot beverages on incidents with extreme cold conditions, places further emphasis on the electrolyte content of "sports drinks," and has a more long-sighted view of nutritional needs. While protein is a critical macronutrient, some studies suggest that carbohydrates may be linked to morbidity and health risks.

Submitter Information Verification

Submitter Full Name: Grant Galvin Organization: University Fire Department Street Address: City: State: Zip: Submittal Date: Mon Oct 16 06:32:55 EDT 2017

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Public Input No. 71-NFPA 1700-2017 [ Section No. 11.14.2.1 ]

11.14.2.1 The follow should be considered when determining the rehabilitation setup location:

(1) Protected from dangerous environmental elements

(2) Smoke, particulate,

radiation

(a) and radiant heat from the fire (b) Exhaust fumes (c) Environmental heat, cold, wind, precipitation

(3) Far enough away from the scene that members may safely remove PPE (4) Located near medical emergency services ( EMS)

Statement of Problem and Substantiation for Public Input

Clarify language

Submitter Information Verification

Submitter Full Name: Gavin Horn Organization: University of Illinois Fire Se Street Address: City: State: Zip: Submittal Date: Wed Dec 06 16:46:10 EST 2017

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Public Input No. 120-NFPA 1700-2018 [ Chapter 12 ]

Chapter 12 Fire Specific Tactical Considerations 12.1 Scope. This chapter address the information, factors, and observations needed to develop the initial and ongoing operational strategy required for fire control for special circumstances. 12.2 Purpose. The purpose of this chapter is to provide options on science-based tactical considerations for fire control and extinguishment for special circumstances. 12.3 Application. The intent of this chapter is for fire-fighting personnel to apply tactical considerations for fire control and extinguishment for special circumstances. 12.4 Introduction. This chapter provides specific tactical considerations based on the building construction information combined with building design features and occupancy types. This list is not exclusive and will likely evolve over time. 12.5 Single Family. More fires occur in these structures than any other occupancy type. The types of construction vary extensively, but the key commonality is that they are usually occupied by a single family. 12.5.1 These fires can generally be controlled by one or two properly operated handlines. Depending upon the situation, the fire attack could be initiated by an interior or exterior attack. 12.5.2 Using the reach of the stream, the initial attack should be made as close to the fire as possible, including at the level and side of the building where fire is encountered. 12.5.3 An interior attack and primary search should be implemented as soon as the visible fire is controlled. 12.5.4 Generally, vertical travel of heat and smoke occurs in interior stairwells in multistory residences. This can create rescue and egress challenges, especially when upper floor windows are opened or compromised. 12.5.5 Exterior fire communication can occur through interior ceiling openings, and auto exposure through eaves and soffit vents can result in fire spread to the attic. 12.5.6 Non-code-compliant renovations may lead to basement occupants being trapped in this area of the structure. 12.6 Basement. Basement fires can be extremely difficult to control and extinguish once they have gotten past the incipient stage. Access and ventilation opportunities are limited, floor plans are not standard, and fuel loads can be extraordinary and unpredictable. Fire fighters are injured and killed at these fires when the floor beneath them collapses or they are caught in the flow path of the fire. The information in 12.6.1 through 12.6.7 should be considered when attacking a basement fire.

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12.6.1 A thermal imager can be utilized on the exterior to assess the temperature of windows, vents, and doorways to assess the potential for a fire within the basement. It should be noted that thermal imaging cameras cannot see temperature through concrete or masonry walls. 12.6.2 Smoke showing from chimney or vent pipes may indicate a basement fire. 12.6.3 Observing the neutral plane on the ground floor of the building may indicate a basement fire. An observable symptom of a basement fire can be smoke filling the entire ground floor of a structure without the presence of an observable neutral plane. Such observations may also indicate a fire located on the first floor, which is ventilated elsewhere providing fresh air to the fire. 12.6.4 The thermal imager can be used to assess the temperature of the interior basement door and to look for heat sources around ground-floor penetrations such as near heating registers and pipe penetrations. The thermal imager should not be used to assess the structural stability of the floor from above. Additionally, the use of a thermal imager on the ground floor surface is not a conclusive way to assess elevated temperatures in the basement area. 12.6.5 A risk analysis must be considered before placing any fire fighters within the interior of the structure above the basement level. The risk analysis should account for the increased temperatures, likelihood of disorientation, potential for first floor collapse, and potential of victim rescue. 12.6.6 When initiating the fire attack, when possible, fire fighters should attack the basement fire from an exterior opening on the same level as the fire. If this is not possible, use of special nozzles or appliances may be used to flow water into the basement from the safest positions as possible including through exterior basement window openings, door openings, or holes cut above the fire. 12.6.7 Any potential ventilation operations including opening of doors to the basement or breakage of windows should be performed in a controlled manner once an incident action plan is established and at the direction of the incident commander. Controlling flow path through ventilation management is essential in conducting rescue operations and limiting fire spread. Positive pressure ventilation should be used with caution due to its effect on flow path and fire spread due to the limited exhaust vent sizes. 12.7 Attic. Attic fires expose fire service personnel to many hazards. These fires can grow in intensity quickly, be difficult to access, and result in structural collapse. 12.7.1 Many attic fires originate on the exterior of the structure from an adjacent structure fire, garage fire, motor vehicle fire, trash fire, porch or deck fire, mulch or vegetation fire, or wildland fire. 12.7.2 Increased use of plastics in exterior wall assemblies can facilitate rapid fire spread into the attic space. 12.7.3 Exterior fires can directly transition to attic fires either directly via eave/soffit and wall vents or indirectly by burning through eaves/soffits, exterior walls and/or windows, and plumbing or electrical penetrations. 12.7.4 Rapid application of water from the exterior can inhibit exterior fire spread into the attic. 12.7.5 It should be recognized that residential occupancies equipped with fire sprinkler systems typically do not extend the protection to the attic area.

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12.7.6 Continuous plastic ridge vents can melt and collapse on the opening of a peaked roof, creating an effective seal. Once the ridge vent seals, the eaves act as both the inlet and exhaust of air for the fire. The resultant restrictions in airflow can lead to a ventilation-limited fire with the extent of the fire potentially hidden during size-up. Smoke pulsing from the eaves can be an indicator that the ridge vent has melted, creating a seal. 12.7.7 Attic fires are typically ventilation-limited due to limited natural ventilation openings. Controlled openings created below the neutral plane (such as through the ceiling below the attic space) will not cause immediate growth and can provide access for suppression operations 12.7.8 For ventilation-limited fires, effective methods for the application of fire suppression water include a small hole in the ceiling and water from below, water introduced into the attic through the gable ends, and water applied to the underside of the roof by way of the eaves. These methods are far less effective for well- vented attics. 12.7.9 Wetting interior sheathing as part of offensive or defensive operations slows fire spread and reduces the potential for rapid fire growth, facilitating ventilation and access to the attic. 12.7.10 Vertical ventilation should be closely timed or limited until fire suppression water is available. In the absence of fire suppression water, vertical ventilation can result in uncontrollable fire growth, fire blow back into the occupied space, and potentially smoke explosions. 12.7.11 When fire in the attic space burns through the sheathing or out of the gable ends, the fire may become well-ventilated. In these cases, crews should be repositioned from the interior and transitioned to exterior operations. Traditional “top down” use of aerial devices and master streams through these openings fail to apply water to the underside of the roof deck or onto any burning material or contents that are not directly beneath or in the immediate vicinity of the hole. As an alternative, consider using aerial devices or portable ladders and handlines to open up the eaves and flow water into the attic from the “bottom up.” This approach may result in controlling the fire enough to permit fire-fighting crews to transition back inside the structure to complete searches, suppression, and overhaul. 12.7.12 Attic construction affects hose stream penetration. The most effective water application takes into consideration the construction within the attic, using the natural channels created by the rafters or trusses to direct the water onto the vast majority of the surfaces. 12.7.13 Potential for structural collapse should be continually evaluated. Modern lightweight attic construction can collapse rapidly when exposed to fire conditions. If collapse becomes a concern, fire fighters should not be placed in the collapse zone. It should be recognized that insulation will hold water and allow the ceiling to collapse in sections when transitioning to the interior after large amounts of water were flowed into the attic. 12.7.14 Knee wall construction creates interconnected void spaces where the wooden structural members provide a relatively large surface area of exposed fuel along with air flow conducive to spreading fire. Knee walls in a finished attic create the potential for ventilation-limited fires with large amounts of fuel heated to near its ignition point in the void spaces that surround interior operating crews. Subsequent ventilation at the roof or by breaching the knee wall from the interior provides the flow path to rapidly grow the fire to flashover. When the barrier between the void spaces and the occupied space fails or is breached, interior operating crews may become trapped between the newly created flow path and their means of egress. Even though there is a delay between making the breach and the change in conditions, once initiated, the transition to untenable conditions in the area of operation occur very rapidly.

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12.7.15 Water should be applied on a knee wall fire at the source and toward the direction of spread before committing to the attic. Applying water through an exterior soffit or with a piercing nozzle utilizing the same path the fire took to enter the void space may be the most effective method at slowing fire growth. Water application to the knee wall will not be effective until the source below it is controlled with direct water application. Consideration should be given to opening the floor below the knee wall. 12.7.16 The most effective approach for interior operations on knee wall fires is to control the source fire, cool the gasses prior to making large breaches in the barrier, and then aggressively open the knee walls to complete extinguishment, focusing on wetting the underside of the roof decking. The use of thermal- imaging camera’s and penetrating (piercing) nozzles can be effective tools in suppression operations. 12.8 Concealed Space Fires. These fires involve balloon frame construction, void spaces, attics, knee walls, and other concealed spaces within a structure. Concealed fires present many hazards and are challenging to safely extinguish. The information in 12.8.1 through 12.8.5 should be considered when attacking a concealed space fire. 12.8.1 A search for fire shall be conducted with the protection of a charged hose line. The structure should be assessed from both the interior and exterior simultaneously to ensure rapid detection of signs of concealed space fires. Ventilation should be controlled during the search for fire. 12.8.2 Thermal imagers should be used from the interior and exterior of the structure to assess for temperature in concealed spaces. 12.8.3 Void fires in noncombustible buildings may consume structural support members and lead to collapse. 12.8.4 The utilization of penetrating nozzles should be considered for water application in a safe manner. 12.8.5 Complete overhaul to expose hidden spaces where fire may have traveled is essential to the prevention of fire spread. 12.9 Garage. Most garages contain a significant fuel load and fire attack hazards due to vehicles, powered equipment, ignitable liquids, and other fuels. Detached garage roofs may be of inferior construction, including lightweight truss. Storage in and suspended from the overhead supports is common and will add to a collapse hazard. 12.9.1 Due to the storage of flammable compressed gases, the potential for boiling liquid evaporating explosion (BLEVE) in these spaces is relatively high. 12.9.2 The height of a garage may accommodate a hydraulic lift that may have a vehicle in a raised position. Failure of a hydraulic line could cause the lift to fail. 12.9.3 Overhead garage doors can open or close during a fire and have the potential to collapse or trap fire fighters. 12.9.4 Thermal imagers may be used to locate fire within a garage.

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12.9.5 It may be preferable to have a handline that flows more than 150 gpm (682 L/m) to knock down and extinguish fires in these spaces from a relative area of safety. The utilization of an exterior stream through as small an opening as possible, having a charged line flowing into an open vent as soon as possible or the use of a piercing nozzle should be considered. 12.9.6 Consideration should be given to applying exterior water streams to attached garages. 12.9.7 Crews should consider alternative access modes before opening, cutting, or removing overhead doors. If an overhead door is the best access, small openings can be cut in the door and hoselines can be played through these openings to manage the ventilation of the compartment while extinguishing the fire. 12.9.8 The living space should be assessed to identify any fire extension. Interior doors should be closed to confine the fire and slow extension into the living space when possible. 12.9.9 An interior hoseline should also be placed within the living space to protect any connected openings such as a door. 12.9.10 Vertical ventilation should not be utilized due to the potential for early collapse. Incident commanders should thoroughly consider the risks and benefits before assigning crews to perform roof operations such as vertical ventilation. 12.9.11 Positive pressure ventilation should be considered in the living space to create a pressure differential, thereby inhibiting fire spread. Horizontal natural ventilation or negative ventilation by a smoke ejector of the garage may be considered. 12.10 Manufactured Structures. Manufactured structures are built off-site and may not have the same fire resistance as site-built structures and may propagate fire rapidly due to the geometry of the building. These buildings may be susceptible to early failure due to numerous lightweight building construction materials. 12.10.1 Due to the building construction, fire conditions may result in considerable destruction of the floor, resulting in fire fighters falling through the floor. 12.10.2 In a ventilation limited condition, an earlier flashover condition should be anticipated. 12.10.3 The utilization of exterior stream placement is a tactic that should be considered as all of the compartments in the structure are generally accessible from the exterior. 12.10.4 Vertical ventilation should not be utilized due to the potential for early collapse. Incident commanders should thoroughly consider the risks and benefits before assigning crews to perform roof operations such as vertical ventilation. 12.11 Mega-Mansion. Building construction trends continue to evolve, producing larger and more open floor plans in residential structures. It is not uncommon to encounter residential structures with square footage similar to commercial buildings. Open floor plan designs create the potential for large area fires, necessitating adjustments to fire tactics.

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12.11.1 Operating units should make every effort in their size-up to define the fire area and building construction features. 12.11.2 Due to the large open floor plan and fuel load it is recommended to attack these fires with high-volume fire flows, utilizing the reach of the stream and the cooling ability of the increased flows of this line. 12.11.3 The use of doorway curtains and fog nozzles can be utilized to slow fire extension in these open spaces. 12.11.4 ICs should consider the need for additional resources in order to complete primary and secondary searches of these structures in a reasonable amount of time. 12.11.5 Large windows present a significant inadvertent ventilation risk. The failure of such windows can result in rapid ventilation of the fire, which can cause rapidly deteriorating conditions and extreme fire conditions. 12.11.6 Large objects, such as light fixtures, artwork, and other decorations suspended in open areas can pose an additional hazard to fire fighters. 12.11.7 Large open areas require long spans typically using truss construction. These structural characteristics can lead to early structural failure and roof and floor collapse 12.12 Buildings Converted to Residential or Multiple Dwellings. These are buildings that have been converted from single-family residences, warehouses, retail, and all other types of occupancies for use by multiple families within the same structure. These living units may be located above or adjacent to commercial occupancies. 12.12.1 Many of these conversions have been completed without code compliance. This can result in delayed detection, limited egress paths, rapid fire propagation, and unpredictable fire travel. 12.12.2 Living units may be found at all levels including the basement and the attic, resulting in extremely limited access for fire operations. 12.12.3 The structure may be overcrowded and the number of residents may far exceed the original anticipated occupancy load. 12.12.3 Due to the difficulty in conducting rescues and evacuations, it is essential to limit fire spread with a coordinated fire attack as soon as practical. 12.12.4 Additional resources may be needed due to the challenges presented by potential multiple rescues and fire control within a converted structure. 12.13 Multi-Unit Residential Buildings. These are buildings that were designed and constructed for multi-family occupancy. The information in 12.13.1 through 12.13.6 should be considered when attacking fires in multi-unit residential buildings. 12.13.1 Lightweight construction is routinely found in this type of building, and early collapse should be anticipated. 12.13.2 Exposure protection should be an early tactical priority.

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12.13.3 Large and common attics and other concealed spaces may exist that permit undetected rapid fire propagation. Early use of thermal imagers and opening of spaces to detect fire spread is critical. 12.13.4 Protection of exit pathways should be a tactical priority. 12.13.5 The layout of the building and the number of occupants may present significant rescue challenges. 12.13.6 The IAP should include consideration of flow path management that facilitates evacuation of occupants. 12.14 Abandoned Structures. These are buildings that are no longer in use, and in many cases are in an unknown state of condition or compromise, which could result in weakened structural components, holes in floors, and so forth. The information in 12.14.1 through 12.14.4 should be considered when attacking fires in abandoned structures. 12.14.1 An exterior fire attack should be used to control the fire prior to entry. 12.14.2 Early collapse should be anticipated. 12.14.3 Gutted, deteriorated, and modified interiors can result in unpredictable and increased fire activity. These conditions may impede normal fire-fighting operations. 12.14.4 Occupancy by squatters and transients should be considered. As such, an evaluation of occupant survivability and rescue potential should be made. 12.15 Large-Space Buildings. These are structures with large, non-compartmentalized spaces, such as churches, skating rinks, bowling alleys, gymnasiums, concert halls, and so forth. They generally have atypical construction features. 12.15.1 A fire of any significance in a large structure of this type will challenge the resources of many departments. 12.15.2 Large noncompartmented areas with their fuel load and available air can lead to a well-developed fire. 12.15.3 Large open areas require long spans typically using truss construction. These structural characteristics can lead to early structural failure and roof and floor collapse. 12.15.4 Fire attack may require multiple large flow streams. 12.15.5 These structures may have unique roof characteristics that can be hazardous for vertical ventilation operations. 12.15.6 Controlling the advancement of fire fighters into this structure is vital as there is increased potential of fire fighters becoming disoriented and for command to determine their location. 12.15.7 Air management and accountability should be a critical consideration. 12.16 Warehouses.

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Warehouse and storage fires are complex incidents that expose fire fighters to many challenges and hazards. The complexity of these incidents is a function of a number of factors and can require significant resources to mitigate. Fires in these occupancies can involve large open areas and high fuel loads. 12.16.1 Key risk factors for warehouse fires include the following:

(1) Construction features including construction type, total building size, details of fire-rated enclosures, and the presence of large open fire areas (2) The types and hazard level of material stored (3) Details on the storage configurations such as height and type (rack storage, floor storage, etc.) (4) Presence, type, and suitability of fire protection and detection systems (5) Any available methods to facilitate ventilation such as roof vents and smoke control and exhaust systems (6) Available water supply sources and adequacy

12.16.2 Preplanning of warehouse and storage occupancies is a critical aspect of enabling an effective fire response. 12.16.3 High fuel loads, large open areas, and complex floor layouts can make size-up and determining the exact location of the fire difficult. These factors can require additional staffing to properly execute engine company, ladder company, and rapid-intervention team activities. 12.16.4 Large open areas with complex and confusing floor plans can facilitate fire fighter disorientation, hamper search operations, and hose movement. If automatic-closing fire doors are present, they should be monitored so that they do not impact the emergency egress of fire crews. Good communication, controlled movements, and fire fighter accountability should be a focus of incident command. 12.16.5 High fuel loads and long structural spans can facilitate structural collapse. Structural conditions should be continually evaluated. 12.16.6 Localized collapse of storage racks and storage piles are a safety hazard to fire-fighting personnel. 12.16.7 Fire sprinkler systems can control or contain fires, greatly reducing damage, helping to maintain structural stability, and providing time for the establishment of manual fire-fighting operations. Sprinkler control valves and associated water supplies should be verified to be in service, and systems should not be shut down until incident command determines it is appropriate to do so. Manual fire-fighting efforts should be supplemental to the efforts of the fire sprinkler system and typically are used for final extinguishment and overhaul. 12.16.8 Warehouse and storage occupancies can result in high fire flow demands. Potential sources of water include public hydrants, water supply shuttles (tanker/tender), and large diameter hose lays. If available, private water supplies are also an option; however these systems are typically sized to supply fire sprinkler system demands. Caution should be used when accessing these supplies so the effectiveness of the sprinkler systems is not impacted. Likewise, interior standpipe systems typically draw water from the sprinkler system. Utilization of these standpipe systems could hamper the effectiveness of the sprinkler system. 12.16.9 When the warehouse or storage facility is equipped with a fire sprinkler system, the first or second arriving engine should feed the fire department connection (FDC).

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12.16.10 If the warehouse or storage building has multiple fire divisions, fire doors can be closed around the fire area to reduce the potential for the spread of fire and related fire gases and smoke. 12.16.11 Uninvolved fire-rated areas adjacent to the fire can be used as forward staging areas for staffing and equipment. 12.16.12 Consideration for use of handlines should include the following:

1 (1) Due to the high fuel loads and large areas involved, larger volume hand lines (≥2 ⁄2 in. (≥63.5 mm)) that can reach the base of the fire should be considered. (2) The large areas and complicated storage layouts can make the use of traditional pre-connected lines ineffective. In these cases consideration should be given to the use of portable monitors or gated wyes and hose/high-rise packs.

12.16.13 For large fires where the fire has vented through the roof and defensive operations are initiated, aerial water streams and ground-level monitors can be used to help control the spread of fire and for protection of exposures. 12.16.14 Rooftop ventilation operations, especially involving fires with high fuel load materials and when roof supports include lightweight construction and/or unprotected steel members, can be hazardous with structural collapse a significant concern. This is especially true for buildings not equipped with fire sprinkler systems. Use of existing ventilation facilities including skylights, melt out vents, and smoke control systems can be effective. Positive pressure ventilation may not be practical due to the large volume areas involved with warehouse and storage occupancies. 12.16.15 Products of combustion from the materials stored can contain hazardous or toxic components. Appropriate PPE and SCBA should be utilized at all times, and environmental monitoring of air and effluent water should be considered. 12.16.16 Controlling the advancement of fire fighters into this structure is vital as there is increased potential of fire fighters becoming disoriented and for command to determine their location. 12.16.17 Air management and accountability should be a critical consideration. 12.17 Variable Grade (Hillside) Building. These are buildings that have access to grade at various levels. As an example, the front of the structure may appear to be a single-story building from the front but from the rear may appear to be a two or-more- story structure. These structures create challenges involving accessibility, flow paths, stream application, and fire-fighter safety, as well as the potential for rapid changes in fire conditions. Uncontrolled ventilation on any grade level can rapidly change the flow path on stairwells and hallways. 12.17.1 Its important to identify variable grade buildings early and label the floor level. 12.17.2 Entering the structure above the fire creates the potential of being within the exhaust flow path. 12.17.3 If practical, entry should be made at or below the level of the fire. 12.17.4 Controlled or uncontrolled ventilation and other issues may create changing flow paths that can cause a rapid change in fire conditions.

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12.17.5 Interior stairwells have the potential for vertical flow paths. 12.17.6 The different elevations create significant access challenges and create issues in the application of both interior and exterior fire streams. 12.18 Hospital/Health Institution. These fires normally involve buildings of noncombustible construction that are fully or partially sprinklered. Fire control is usually a lesser concern in fully sprinklered structures but is a critical concern in partially or nonsprinklered facilities with combustible construction. The movement and control of smoke (smoke management), conducting interior horizontal evacuation to safe area, and the control of medical gas systems are key tasks that must be considered. 12.18.1 In sprinklered and/or standpiped facilities, the fire department connection should be pumped early on within the incident. 12.18.2 If the building is of combustible construction or not fully sprinklered, applying water to the fire area as quickly as practical from the interior or exterior is a critical task. Emphasis must be given to getting the first stream on the fire. 12.18.3 It is essential to have a smoke control plan to reduce the smoke within the non-involved fire areas. 12.18.4 The medical gases supply to the fire area must be terminated as soon as practical. 12.18.5 Patients may be sheltered in place in order to minimize their exposure to the products of combustion. 12.19 Hi-Rise. Fires in highrise buildings generally require more complicated operational approaches than most structure fires. Tasks that are normally considered routine for most fire departments, such as locating and attacking the fire, evacuating occupants, and performing ventilation can become very difficult in highrises. Operations are affected by several specific challenges, as described in 12.19.1 through 12.19.6. 12.19.1 Access to floor levels that are beyond the reach of aerial apparatus is generally limited to the interior stairways. The use of elevators is usually restricted or prohibited because of safety concerns. 12.19.2 Occupants may be exposed to the products of combustion while they are evacuating or unable to descend past a fire on a lower floor. Their exits may be limited to two narrow stairways, which are also the only access for fire fighters coming up to assist with evacuation and to fight the fire. 12.19.3 The ability to contain and control the fire is increasingly dependent on the construction of the building and the ability of sprinkler and/or standpipe systems to deliver water to the fire area. 12.19.4 Ventilation can be much more complicated and critical in highrises than in other types of structures. Vertical ventilation is often limited to stairways or elevator shafts, both of which may also have to be used to evacuate occupants. Horizontal ventilation, by breaking out windows, presents the risk of falling glass to those outside the building. The stack effect causes smoke to rise rapidly through the vertical passages and accumulate on upper floors.

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12.19.5 Reflex time, or the amount of time it takes to react and take action, is usually much higher in highrise buildings than in non-highrise buildings. It often takes longer to travel from the ground floor to the fire floor than it takes to respond from the fire station to the building. Fire fighters may have to climb dozens of floors before they can even reach the fire floor. 12.19.6 Communications, command, and control can be very difficult in a highrise fire. Radio transmissions through a building’s concrete and steel infrastructure may be compromised. The size and complexity of these buildings require large forces of fire fighters and well-coordinated operations in a very complex tactical environment. Effective coordination and control of strategy and tactics are essential.

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133 of 162 3/5/2018, 7:10 PM Chapter 12 Fire Specific Tactical Considerations

12.1 Scope. This chapter address the information, factors, and observations needed to develop the initial and ongoing operational strategy required for fire control for special circumstances. 12.2 Purpose. The purpose of this chapter is to provide options on science‐based tactical considerations for fire control and extinguishment for special circumstances. 12.3 Application. The intent of this chapter is for firefighting personnel to apply tactical considerations for fire control and extinguishment for special circumstances. 12.4 Introduction. This chapter provides specific tactical considerations based on the building construction information combined with building design features and occupancy types. This list is not exclusive and will likely evolve over time. 12.5 Single Family. More fires occur in these structures than any other occupancy type. The types of construction vary extensively, but the key commonality is that they are usually occupied by a single family. 12.5.1 These fires can generally be controlled by one or two properly selected and operated handlines. Depending upon the situation, the fire attack could be initiated by an interior or exterior attack. 12.5.2 Using the reach of the stream the initial attack should be made as close to the fire as possible, including at the level and side of the building where fire is encountered. 12.5.3 An interior attack and primary search should be implemented as soon as the visible fire is controlled. 12.5.4 Generally, vertical travel of heat and smoke occurs in interior stairwells in multi‐story residences. This can create rescue and egress challenges, especially when upper floor windows are opened or compromised. 12.5.5 Exterior fire communication can occur through interior ceiling openings and auto exposure through eaves and soffit vents can result in fire spread to the attic. 12.5.6 Non‐code compliant renovations may lead to basement occupants being trapped in this area of the structure 12.6 Concealed Space Fires. These fires involve balloon frame construction, void spaces, attics, knee walls, and other concealed spaces within a structure. Concealed fires present many hazards and are challenging to safely extinguish. 12.6.1 A search for fire shall be conducted with the protection of charged hose line. The structure should be assessed from both the interior and exterior simultaneously to ensure rapid detection of signs of concealed space fires. Control ventilation during search for fire. 12.6.2 Thermal imagers should be used from the interior and exterior of the structure to assess for temperature in concealed spaces. 12.6.3 Void fires in combustible buildings may consume structural support members and lead to collapse. 12.6.4 The utilization of penetrating nozzles should be considered for water application in a safe manner. 12.6.5 Complete overhaul to expose hidden spaces where fire may have traveled is essential to the prevention of fire spread. 12.7 Garage. Most garages contain a significant fuel load and fire attack hazards due to vehicles, powered equipment, ignitable liquids, and various fuels. Detached garage roofs may be of inferior construction including light weight truss. Storage in and suspended from the overhead supports is common and will add to a collapse hazard. 12.7.1 Due to the storage of flammable compressed gases, the potential for a flash fire and boiling liquid vapor cloud explosion (BLEVE) in these spaces is relatively high. 12.7.2 The height of a garage may accommodate a hydraulic lift that may have a vehicle in a raised position. Failure of a hydraulic line could cause the lift to fail. 12.7.3 Overhead garage doors can open or close during a fire and have the potential to collapse or trap firefighters. 12.7.4 It may be preferable to have a hand line that flows more than 150 gpm to knock down and extinguish fires in these spaces from a relative area of safety. The utilization of an exterior streams through as small an opening as possible, having a charged line flowing into an open vent as soon as possible or the use of a piercing nozzle should be considered. 12.7.5 Consideration should be given to applying exterior water streams to attached garages, in particular in avoiding fire propagation into the main structure. Firefighter safety and fire control, in most cases, is enhanced by an exterior stream application. 12.7.6 Crews should consider alternative access modes before opening, cutting, or removing overhead doors. If an overhead door is the best access, small openings can be cut in the door and fire streams can applied through these openings to manage the ventilation of the compartment while extinguishing the fire. The use of thermal imagers ‐ imaging camera’s and penetrating (piercing) nozzles can be effective tools in suppression operations. 12.7.7 Adjacent or attached structures should be assessed to identify any fire extension. Interior doors should be closed to confine the fire and slow extension into the living space when possible. 12.7.8 An interior charged hose line should be also being placed at potential fire spread openings in order to confine the fire. 12.7.9 Vertical ventilation should not be utilized due to the potential for early collapse. Incident commanders should thoroughly consider the risks and benefits before assigning crews to perform roof operations such as vertical ventilation. 12.7.10 Positive pressure ventilation should be considered in the living space to create a pressure differential, thereby inhibiting fire spread. 12.8 Manufactured Structures. These buildings are built off‐site and may not have the same fire resistance as site‐built structures and may propagate fire rapidly due to the geometry of the building. These buildings may be susceptible to early failure due to numerous lightweight building construction materials. 12.8.1 Due to the building construction, fire conditions may result in considerable destruction of the floor resulting in firefighters falling through the floor. 12.8.2 In a ventilation limited condition, an earlier flashover condition should be anticipated. 12.8.3 The utilization of exterior stream placement is a tactic that should be considered since all compartments in the structure are generally accessible from the exterior. 12.8.4 Vertical ventilation is not a recommended tactic due to the potential for early collapse. Incident commanders should thoroughly consider the risks and benefits before assigning crews to perform roof operations such as vertical ventilation. 12.9 Mega‐Mansion. Building construction trends continue to evolve, producing larger and more open floor plans in residential structures that commonly include lightweight construction and engineered elements. It is not uncommon to encounter residential structures with square footage similar to commercial buildings. Open floor plan designs, coupled with the use of lightweight construction and engineered structural elements, create the potential for large area fires and early collapse, necessitating adjustments to fire tactics. 12.9.1 Operating units shall make every effort in their size‐up to identify the fire area and building construction features. 12.9.2 Due to the large open floor plan and fuel load it is recommended to attack these fires with high volume fire flows, utilizing the reach of the stream and the cooling ability of the increased flows. 12.2.3 The use of doorway curtains and can be utilized to slow fire extension in these open spaces. 12.9.4 Incident commanders should consider the need for additional resources in order to complete primary and secondary searches of these structures in a reasonable amount of time. 12.9.5 Large windows present a significant inadvertent ventilation risk. The failure of such windows can result in rapid ventilation of the fire, which can cause rapidly deteriorating conditions and extreme fire conditions. 12.9.6 Large objects, such as light fixtures, artwork, and other decorations suspended in open areas can pose an additional hazard to firefighters. 12.9.7 Large open areas require long spans typically using truss construction. These structural characteristics can lead to early structural failure and roof and floor collapse. For the reasons mentioned, vertical ventilation should not be utilized due to the potential for early collapse. Incident commanders should thoroughly consider the risks and benefits before assigning crews to perform roof operations such as vertical ventilation. 12.10 Buildings Converted to Residential or Multiple Dwellings. These are buildings that have been converted from single family residences, warehouses, retail, and all other types of occupancies for use by multiple families within the same structure. These living units may be located above or adjacent to commercial occupancies. 12.10.1 Many of these conversions have been completed without code compliance. This can result in delayed detection, limited egress paths, maze‐like conditions with limited access for firefighting operations, increased fire load, rapid fire propagation, and unpredictable fire travel. 12.10.2 Living units may be found at all levels including the basement and the attic, resulting in extremely limited access for fire operations. 12.10.3 The structure may be overcrowded, and the number of residents may far exceed the original anticipated occupancy load. 12.10.3 Due to the difficulty in conducting rescues and evacuations, it is essential to limit fire spread with a coordinated fire attack as soon as practical. 12.10.4 Additional resources may be needed due to the challenges presented by potential multiple rescues and fire control within a converted structure. 12.11 Multi‐Unit Residential Buildings. These are buildings that were designed and constructed for multi‐ family occupancy. 12.11.1 Lightweight construction is routinely found in this type of building, and early collapse should be anticipated. 12.11.2 Exposure protection should be an early tactical priority. 12.11.3 Large and common attics and other concealed spaces may exist that permit undetected rapid‐ fire propagation. Early use of thermal imagers and opening of spaces to detect fire spread is critical. 12.11.4 Protection of exit pathways should be a tactical priority. 12.11.5 The layout of the building and the number of occupants may present significant rescue challenges. 12.11.6 The incident action plan (IAP) should include consideration of flow path management that facilitates evacuation of occupants. 12.12 Abandoned Structures. These are buildings that are no longer in use, and in many cases, are in an unknown state of condition or compromise which could result in weakened structural components, holes in floors, etc. The following should be considered when attacking fires in abandoned structures: 12.12.1 An exterior fire attack should be used to control the fire prior to entry. 12.12.2 Early collapse should be anticipated. 12.12.3 Gutted, deteriorated, and modified interiors can result in unpredictable and increased fire activity. These conditions may impede normal firefighting operations. 12.12.4 Occupancy by squatters and transients should be considered. As such, an evaluation of occupant survivability and rescue potential should be made. 12.13 Large‐space buildings. These are structures with large, non‐compartmentalized spaces, such as churches, skating rinks, bowling alleys, gymnasiums, concert halls, etc. They generally have atypical construction features. 12.13.1 A fire of any significance in a large structure of this type will challenge the resources of many departments. 12.13.2 Large non‐compartmented areas with their fuel load and available air can lead to a well‐ developed fire. 12.13.3 Large open areas require long spans typically using truss construction. These structural characteristics can lead to early structural failure and roof and floor collapse. 12.13.4 Fire attack may require multiple large flow streams. 12.13.5 These structures may have unique roof characteristics that can be hazardous for vertical ventilation operations. 12.13.6 Controlling the advancement of firefighters into this structure is vital as there is increased potential of firefighters becoming disoriented and for command to determine their location. Special tactics and equipment, such as search ropes, should be considered. 12.13.7 Air management and accountability is a critical consideration. 12.14 Warehouses. Warehouse and storage fires are complex incidents that expose firefighters to many challenges and hazards. The complexity of these incidents is a function of a number of factors and can require significant resources to mitigate. Fires in these occupancies can involve large open areas and high fuel loads. 12.14.1 Key risk factors and considerations for warehouse fires include the following: 1) Construction features including construction type, total building size, details of fire rated enclosures and the presence of large open fire areas. 2) The types and hazard level of material stored 3) Details on the storage configurations such as height and type (rack storage, floor storage, etc.) 4) Presence, type and suitability of fire protection and detection systems 5) Any available methods to facilitate ventilation such as roof vents and smoke control and exhaust systems. 6) Available water supply sources and adequacy 12.14.2 Preplanning of warehouse and storage occupancies is a critical aspect of enabling an effective fire response. 12.14.3 High fuel loads, large open areas and complex floor layouts can make size‐up and determining the exact location of the fire difficult. These factors can require additional staffing to properly execute engine company, ladder company and rapid‐intervention team activities. 12.14.4 Large open areas with complex and confusing floor plans can facilitate firefighter disorientation, hamper search operations and hose movement. If automatic‐closing fire doors are present, they should be monitored so that they do not impact the emergency egress of fire crews. Good communication, controlled movements and firefighter accountability should be a focus of incident command. 12.14.5 High fuel loads and long structural spans can facilitate structural collapse. Structural conditions should be continually evaluated. 12.14.6 Localized collapse of storage racks and storage piles are a safety hazard to firefighting personnel. 12.14.7 Fire sprinkler systems may control, confine or suppress fires, greatly reducing damage, helping to maintain structural stability and providing time for the establishment of manual firefighting operations. Sprinkler control valves and associated water supplies should be verified to be in service and systems should not be shut down until incident command determines it is appropriate to do so. Manual firefighting efforts should be supplemental to the efforts of the fire sprinkler system and typically are used for final extinguishment and overhaul. 12.14.8 Warehouse and storage occupancies can result in high fire flow demands. Potential sources of water include public hydrants, water supply shuttles (tanker/tender) and large diameter hose lays. If available, private water supplies are also an option, however these systems are typically sized to supply fire sprinkler system demands so caution should be used when accessing these supplies, so the effectiveness of the sprinkler systems is not impacted. Likewise, interior standpipe systems typically draw water from the sprinkler system. Utilization of these standpipe systems could hamper the effectiveness of the sprinkler system. 12.14.9 When the warehouse or storage facility is equipped with a fire sprinkler system, the first or second arriving engine should feed the fire department connection (FDC). 12.14.10 If the warehouse or storage building has multiple fire divisions, fire doors can be closed around the fire area to reduce the potential for the spread of fire and related fire gases and smoke. 12.14.11 Uninvolved fire rated areas adjacent to the fire can be used as forward staging areas for staffing and equipment. 12.14.12 Consideration for use of handlines should include the following: 1) Due to the high fuel loads and large areas involved, larger volume hand lines (> 2½ inch) that can reach the base of the fire should be considered 2) The large areas and complicated storage layouts can make the use of traditional pre‐ connected lines ineffective. In these cases, consideration should be given to the use of portable monitors or gated wye’s and hose/high‐rise packs. 12.14.13 For large fires where the fire has vented through the roof and defensive operations are recommended. If defensive operations are initiated, personnel should be evacuated from within the interior and the roof areas, and appropriate collapse zones established and enforced. Aerial water streams and ground level monitors can be used to help control the spread of fire and for protection of exposures. 12.14.14 Rooftop ventilation operations, especially involving fires with high fuel load materials and when roof supports include lightweight construction and/or unprotected steel members, can be hazardous with structural collapse a significant concern. This is especially true for buildings not equipped with fire sprinkler systems. Use of existing ventilation facilities including skylights, melt out vents and smoke control systems can be effective. Positive pressure ventilation may not be practical due to the large volume areas involved with warehouse and storage occupancies. 12.14.15 Products of combustion from the materials stored can contain hazardous or toxic components. Appropriate PPE and SCBA should be utilized at all times and environmental monitoring of air and effluent water should be considered. 12.14.16 Controlling the advancement of firefighters into this structure is vital as there is increased potential of firefighters becoming disoriented and for command to determine their location. 12.14.17 Air management and accountability should be a critical consideration. 12.15 Variable Grade (Hillside) Building. These are buildings that have access to grade at various levels, as an example, the front of the structure may appear to be a single‐story building from the front but from the rear may appear to be a two or more‐story structure. These structures create challenges involving accessibility, flow paths, stream application and firefighter safety, as well as the potential for rapid changes in fire conditions. Uncontrolled ventilation on any grade level can rapidly change the flow path on stairwells and hallways. 12.15.1 Early identification of a variable grade building including floor designations, operating areas and unit assignments should be clearly communicated and understood by all operating units and incident command. 12.15.2 Entering the structure above the fire creates the potential of being within the exhaust flow path. 12.15.3 If practical, entry should be made at or below the level of the fire. 12.15.4 Ventilation, tightly coordinated with fire attack involving water streams, to control flow paths is essential in these occupancies. The potential impact of unintended ventilation creates a significant exposure to firefighters and should be recognized. 12.15.5 Interior stairwells have the potential for vertical flow paths. 12.15.6 The different elevations create significant access challenges and creates issues in the application of both interior and exterior fire streams. 12.16 Hospital/Health Institution. These fires normally involve buildings of non‐combustible construction and fully or partially sprinklered. Fire control is usually a lesser concern in fully sprinklered structures but is a critical concern in partially or non‐ sprinklered facilities with combustible construction. The movement and control of smoke (smoke management), conducting interior horizontal evacuation to safe area and the control of medical gas systems are key tasks that must be considered. 12.16.1 When the hospital or health institution is equipped with a fire sprinkler and/or standpipe system, the first or second arriving engine should feed the fire department connection (FDC). 12.16.2 If the building is of combustible construction or not fully sprinklered applying water to the fire area as quickly as practical from the interior or exterior is a critical task. Emphasis must be given to getting the first stream on the fire. 12.16.3 It is essential to have a smoke control plan to manage the smoke within the non‐involved fire areas to minimize the exposure to occupants. 12.16.4 The medical gases supply to the fire area should be isolated terminated as soon as practical. 12.16.5 Sheltering in place is an option for patients based on fire conditions, building characteristics and available response resources. 12.17 Hi‐Rise. Fires in hi‐rise buildings require preplans, significant resources and comprehensive SOPs/SOGs. Tasks that are normally considered routine for most fire departments, such as locating and attacking the fire, evacuating occupants, and performing ventilation are more complex in can become very difficult in hi‐rises. 12.17.1 Access to floor levels that are beyond the reach of aerial apparatus are generally limited to the interior stairways. The use of elevators during fire operations should be designed for fire service operations, closely monitored with safety precautions. 12.17.2 Occupants may be exposed to the products of combustion while they are evacuating or unable to descend past a fire on a lower floor. Exits may be limited, which is further complicated by the simultaneous use for egress and for firefighting operations. 12.17.3 The ability to contain and control the fire is increasingly dependent on the construction of the building and the ability of sprinkler and/or standpipe systems to deliver water to the fire area. 12.17.4 Ventilation can be much more complicated and critical in hi‐rises than in other types of structures. Vertical ventilation is often limited to stairways or elevator shafts, both of which may also have to be used to evacuate occupants. Horizontal ventilation, by breaking out windows, presents the risk of falling glass to those outside the building. Stack effect in the building can cause smoke movement in an upward (positive) or downward (negative) direction in vertical shafts. Accumulations of smoke remote from the fire areas can found at the upper and lower floors of the building. 12.17.5 Reflex time, or the amount of time it takes to react and take action, is usually much higher in hi‐ rise buildings than in non‐hi‐rise buildings. It often takes longer to travel from the ground floor to the fire floor than it takes to respond from the fire station to the building. Firefighters may have to climb dozens of floors before they can even reach the fire floor. 12.17.6 Communications, command and control can be very difficult in a hi‐rise fire. Radio transmissions through a buildings concrete and steel infrastructure may be compromised. The size and complexity of these buildings require large forces of firefighters and well‐coordinated operations in a very complex tactical environment. The establishment of an operations post and staging area on the floor below the fire can enhance communications, command and control. Effective coordination and control of strategy and tactics are essential. 12.18 Basement. Basement or below grade fires can be extremely difficult to control and extinguish once they are past the incipient stage. Access and ventilation opportunities are limited, floor plans are not standard, and fuel loads can be extraordinary and unpredictable. Firefighters are injured and killed at these fires when the floor beneath them collapses or they are caught in the flow path of the fire. 12.18.1 A thermal imager can be utilized on the exterior to assess the temperature of windows, vents, and doorways to assess the potential for a fire within the basement. It should be noted that thermal imager cannot see temperature through concrete or masonry walls. 12.18.2 Smoke showing from chimney or vent pipes may indicate a basement fire. 12.18.3 A lack of neutral plane on the first floor of a building may indicate a basement fire. An observable symptom of a basement fire can be smoke filling the entire first floor of a structure without the presence of a neutral plane. Such observations may also indicate a fire located on the first floor, which is ventilated elsewhere providing fresh air to the fire. 12.18.4 A thermal imager may be used to assess the temperature of the interior basement door, and to look for heat sources around ground‐floor penetrations such as near heating registers and pipe penetrations. A thermal imager should not be used to assess the structural stability of the floor from above. Additionally, the use of a thermal imager on the ground floor surface is not a conclusive way to assess elevated temperatures in the basement area. 12.18.5 During a suspected basement fire, the risk analysis should consider the firefighter safety issues prior to placing personnel above the basement level. 12.18.6 When initiating the fire attack, when possible, firefighters should attack the basement fire from an exterior opening on the same level as the fire. If this is not possible, use of special nozzles or appliances may be used to flow water into the basement from the safest positions as possible including through exterior basement window openings, door openings, vent holes or holes cut above the fire. The application of a water spray pattern that cools the hot gases is the most effective way to control a basement fire. There are many nozzles or application devices that provide an effective spray pattern such as spray nozzles, penetrating nozzles and distributor nozzles. 12.18.7 Any potential ventilation operations including opening of doors to the basement or breakage of windows should be performed in a controlled manner once an incident action plan is established and at the direction of the incident commander. Controlling flow path through ventilation management is essential in conducting rescue operations and limiting fire spread. Positive pressure ventilation should be used with caution due to its effect on flow path and fire spread due to the limited exhaust vent sizes. 12.19 Attic. Fast moving fires with limited access are characteristics of attic fires. A critical aspect of these types of fires are structural collapse. 12.19.1 Many attic fires originate on the exterior of the structure from an adjacent structure fire, garage fire, motor vehicle fire, trash fire, porch or deck fire, mulch or vegetation fire, or wildland fire. 12.19.2 Use of plastics or combustibles such as vinyl siding in exterior wall assemblies can facilitate rapid fire spread into the attic space. 12.19.3 Exterior fires can directly transition to attic fires either directly via eave/soffit and wall vents or indirectly by burning through eaves/soffits, exterior walls and/or windows and plumbing or electrical penetrations. 12.19.4 Rapid application of water from the exterior can inhibit exterior fire spread into the attic. 12.19.5 It should be recognized that residential occupancies equipped with fire sprinkler systems typically do not extend the protection to the attic area. 12.19.6 Continuous plastic ridge vents can melt and collapse on the opening of a peaked roof, creating an effective seal. Once the ridge vent seals, the eaves act as both the inlet and exhaust of air for the fire. The resultant restrictions in airflow can lead to a ventilation‐limited fire with the extent of the fire potentially hidden during size‐up. Smoke pulsing from the eaves can be an indicator that the ridge vent has melted creating a seal. 12.19.7 Attic fires are typically ventilation‐limited due to limited natural ventilation openings. Controlled openings created below the neutral plane (such as through the ceiling below the attic space) will not cause immediate growth and can provide access for suppression operations. 12.19.8 For ventilation‐limited fires, effective methods for the application of fire suppression water include a small hole in the ceiling and water from below, water introduced into the attic through the gable ends, and water applied to the underside of the roof by way of the eaves. While these methods are less effective for well‐vented attics, they are still preferable to flowing aerial streams directed into roof openings. 12.19.9 Wetting interior sheathing as part of offensive or defensive operations slows fire spread reduces the potential for rapid fire growth, facilitating ventilation and access to the attic. 12.19.10 Closely time or limit vertical ventilation until fire suppression water is available. In the absence of fire suppression water, vertical ventilation can result in uncontrollable fire growth, fire blow back into the occupied space, and potentially smoke explosions. 12.19.11 When fire in the attic space burns through the sheathing or out of the gable ends the fire may become well‐ventilated. In these cases, crews should be repositioned from the interior and transitioned to exterior operations. Traditional “top down” use of aerial devices and master streams through these openings fail to apply water to the underside of the roof deck or onto any burning material or contents that are not directly beneath or in the immediate vicinity of the hole. As an alternative, consider using an aerial devices or portable ladders and hand lines to open up the eaves and flow water into the attic from the “bottom up”. This approach may result in controlling the fire enough to permit firefighting crews to transition back inside the structure to complete searches, suppression, and overhaul. 12.19.12 Attic construction affects hose stream penetration ‐ The most effective water application takes into consideration the construction within the attic, using the natural channels created by the rafters or trusses to direct the water onto the vast majority of the surfaces. 12.19.13 Potential for structural collapse should be continually evaluated. Modern lightweight attic construction can collapse rapidly when exposed to fire conditions. If collapse becomes a concern, firefighters should not be placed in the collapse zone. When transitioning to the interior after large amounts of water were flowed into the attic, it should be recognized that insulation will hold water and allow the ceiling to collapse in sections. 12.19.14 Knee wall construction creates interconnected void spaces where the wooden structural members provide a relatively large surface area of exposed fuel along with air flow conducive to spreading fire. Knee walls in a finished attic create the potential for ventilation‐limited fires with large amounts of fuel heated to near its ignition point in the void spaces that surround interior operating crews. Subsequent ventilation at the roof or by breaching the knee wall from the interior provides the flow path to rapidly grow the fire to flashover. When the barrier between the void spaces and the occupied space fails or is breached, interior operating crews may become trapped between the newly created flow path and their means of egress. Even though there is a delay between making the breach and the change in conditions, once initiated, the transition to untenable conditions in the area of operation occur very rapidly. 12.19.15 The application of water on a knee wall fire at the source and toward the direction of spread before committing to the attic ‐ Applying water utilizing the same path the fire took to enter the void space may be the most effective method at slowing fire growth., applying water through an exterior soffit or with the utilization of a piercing nozzle. Water application to the knee wall will not be effective until the source below it is controlled with direct water application. Consideration should be given to opening the floor below the knee wall. 12.19.16 The most effective approach for interior operations on knee wall fires is to control the source fire, cool the gasses prior to making large breaches in the barrier, and then aggressively open the knee walls to complete extinguishment, focusing on wetting the underside of the roof decking. The use of thermal imagers and penetrating (piercing) nozzles can be effective tools in suppression operations. 12.20 Strip Malls – The complexes are generally multiple retail establishments and are located adjacent to each other in a line. The separate retail businesses are separated by dividing walls and may have a common attic space and roof. 12.20.1 The existence of a common attic space (cockloft) may lead to rapid horizontal fire propagation. Generally, any visible fire on the ground floor will be in a wider area with the cockloft. 12.20.2 The examination of void space above ceilings in the adjacent occupancies should be considered. 12.20.3 In many cases, hydrants may not be close to the fire occupancy. This may require long hose lays. 12.20.4 The rear of these structures usually has no windows and only doors. The rear doors need to be forced open early in the incident in order to create a flow path. 12.20.5 These buildings usually have a considerable roof load due to multiple HVAC units as well as other equipment. The additional load increases the possibility of early roof collapse. 12.21 Buildings Under Construction/Demolition – These buildings present particular challenges involving fire control. Building structural elements may be exposed to fire and propagation which could result in early collapse. Fire systems such as sprinkler and alarm systems man not be operational. 12.21.1 Rapid fire propagation should be anticipated. Significant wind conditions could lead to a wind driven fire. The call for additional resources should be considered early within the incident. 12.21.2 Large fire flows including master stream appliances should be deployed for fire spread and control. 12.21.3 Access to these structures is often limited. 12.21.4 Fire protection features such as separation doors, wall board protection, sprinklers, and stand pipes may not be operable. National Fire Protection Association Report https://submittals.nfpa.org/TerraViewWeb/ContentFetcher?commentPar...

Public Input No. 134-NFPA 1700-2018 [ Section No. 12.5 ]

12.5 Detached Single Family Dwellings, Duplexes and Townhomes . More fires occur in these structures than any other occupancy type. The types of construction vary extensively, but the key commonality is that they are usually occupied by a single family. 12.5.1 These fires can generally be controlled by one or two properly operated handlines. Depending upon the situation, the fire attack could be initiated by an interior or exterior attack. 12.5.2 Using the reach of the stream, the initial attack should be made as close to the fire as possible, including at the level and side of the building where fire is encountered. 12.5.3 An interior attack and primary search should be implemented as soon as the visible fire is controlled. 12.5.4 Generally, vertical travel of heat and smoke occurs in interior stairwells in multistory residences. This can create rescue and egress challenges, especially when upper floor windows are opened or compromised. 12.5.5 Exterior fire communication can occur through interior ceiling openings, and auto exposure through eaves and soffit vents can result in fire spread to the attic. 12.5.6 Non-code-compliant renovations may lead to basement occupants being trapped in this area of the structure.

Statement of Problem and Substantiation for Public Input

The title of this section should be clarified. "Single family" can exist in an apartment, townhouse, duplex, high-rise or other buildings. This PI attempts to provide one solution that would seem to match with the intent of the tactics described. However, if the TC intends this section to only apply to detached single family dwellings or detached one-and two-family dwellings(duplexes), then the title of this section should be modified to either: Detached One-Family Dwellings Detached One-and Two-Family Dwellings

Submitter Information Verification

Submitter Full Name: Anthony Apfelbeck Organization: Altamonte Springs Building/Fire Safety Division Street Address: City: State: Zip: Submittal Date: Tue Jan 02 11:29:36 EST 2018

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Public Input No. 133-NFPA 1700-2018 [ New Section after 12.5.6 ]

Insert a new paragraph under this section addressing the subset of townhomes 12.5.7 Townhomes are type of single family dwelling that is structurally independent from adjacent single family dwellings and separated by a common fire resistive rated wall assembly. As long as the wall integrity is maintained, the fire specific considerations applicable to the single family dwelling are applicable to the townhouse. Consideration should be given to confirming the integrity of the fire resisistive rated wall assembly and extension has not occured to adjacent townhouse units.

Statement of Problem and Substantiation for Public Input

Townhomes are a specific type of single family dwelling construction that should be called out in the guide. The key differences with townhomes, as opposed to detached single family dwellings, is that townhomes are attached and they have a specific fire protection feature of a fire-resistive rated wall that creates structural independence of the adjacent townhome units. If the integrity of the wall is maintained, then the fire incident can be dealt with utilizing the same tactical considerations as a SFD. If the wall is compromised, then the incident will appropriately escalate. This consideration should be called out in this section.

Submitter Information Verification

Submitter Full Name: Anthony Apfelbeck Organization: Altamonte Springs Building/Fire Safety Division Street Address: City: State: Zip: Submittal Date: Tue Jan 02 11:07:11 EST 2018

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Public Input No. 75-NFPA 1700-2017 [ Section No. 12.6 [Excluding any Sub-Sections] ]

Basement fires can be extremely difficult to control and extinguish once they have gotten past the incipient stage. Access and ventilation opportunities are limited, floor plans are not standard, and fuel loads can be extraordinary and unpredictable. Fire fighters are injured and killed at these fires when the floor beneath them collapses or they are caught in the exhaust portion of the flow path of the fire . The information in 12.6.1 through 12.6.7 should be considered when attacking a basement fire.

Statement of Problem and Substantiation for Public Input

It is important to indicate that the dangerous portion of the flow path for firefighters is the exhaust. It's worth specifying in this statement.

Submitter Information Verification

Submitter Full Name: Brad French Organization: Dayton Fire Department Street Address: City: State: Zip: Submittal Date: Thu Dec 07 09:40:48 EST 2017

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Public Input No. 81-NFPA 1700-2017 [ Section No. 12.6.3 ]

12.6.3 Observing the neutral plane on the ground floor of plane at the first floor entryway door of the building may indicate a basement fire. An observable symptom of a basement fire can be smoke filling the entire ground floor of filling an entire first floor door opening of a structure without the presence of an observable neutral plane. Such observations may also indicate a fire located on the first floor, which is ventilated elsewhere providing fresh air to the fire Additional openings on the first floor may also affect the level of the neutral plane at the front door. Basement fires are more likely to be ventilation-limited upon fire department arrival, and control of the flow path on the first floor through managing openings is critical .

Statement of Problem and Substantiation for Public Input

Additional information on first floor neutral plane in basement fires.

Submitter Information Verification

Submitter Full Name: Brad French Organization: Dayton Fire Department Street Address: City: State: Zip: Submittal Date: Thu Dec 07 10:18:47 EST 2017

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Public Input No. 91-NFPA 1700-2017 [ Section No. 12.6.4 ]

12.6.4 The thermal imager can be used to assess the temperature of the interior basement door and to look for heat sources around ground-floor penetrations such as near heating registers and pipe penetrations. The thermal imager should not be used to assess the structural stability of the floor from above. Additionally, the use of a thermal imager on the ground floor surface is not a conclusive way to assess elevated temperatures in the basement area. The images below illustrate the thermal imaging view and temperatures just prior to collapse of the first floor in a basement fre research experiment.

Additional Proposed Changes

File Name Description Approved UL_Floor_Furnace_Test.PNG UL Floor Furnace Test UL Floor Furnace Test temps at time of UL_Floor_Furnace_Test_Temps_at_time_of_collapse.PNG collapse

Statement of Problem and Substantiation for Public Input

Additional visual material to further expand upon using TICs to assess floor stability. NOTE: These images need to be in color.

Source: UL Report on Structural Stability of Engineered Lumber in Fire Conditions online training program

Submitter Information Verification

Submitter Full Name: Brad French Organization: Dayton Fire Department Street Address: City: State: Zip: Submittal Date: Thu Dec 07 11:22:41 EST 2017

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Public Input No. 117-NFPA 1700-2018 [ Section No. 12.7.13 ]

12.7.13 Potential for structural collapse should be continually evaluated. Modern lightweight attic construction can collapse rapidly when exposed to fire conditions. If collapse becomes a concern, fire fighters should not be placed in the collapse zone. It should be recognized that insulation will hold water and allow the ceiling to collapse in sections when transitioning to the interior after large amounts of water were flowed into the attic. A defensive strategy should be utilized when the use of an offensive strategy would result in fire fighters performing fire-fighting operations under or above trusses that are exposed to fire.

Statement of Problem and Substantiation for Public Input

The language in this PI is a key recommendation by NIOSH in the "NIOSH ALERT Preventing Injuries and Deaths of Fire Fighters due to Truss System Failures." April 2005 p. 8. The specific wording of the NIOSH recommendation is "Ensure that fire fighters performing fire-fighting operations under or above trusses are evacuated as soon as it is determined that the trusses are exposed to fire (not according to a time limit)." Truss system failures are a significant documented risk factor to offensive firefighting operations. Fifteen separate incidents were investigated by NIOSH involving 20 fatalities and 12 injuries just during the 1998-2003 time-frame. The current language in this section is nebulous in leaving broad discretion to the IC, which is counter to the NIOSH recommendation. By providing only vague guidance, the currently language downplays the risk exposure to fire fighters when operating under or above lightweight truss systems and ignores the NIOSH guidance. The NIOSH guidance provided in the PI is a very clear quantifiable tool for the IC to implement in mitigating the risk exposure to fire fighters in this environment.

Related Public Inputs for This Document

Related Input Relationship Public Input No. 115-NFPA 1700-2017 [New Section after Similar language but in a different 9.10.3.2] section. Public Input No. 115-NFPA 1700-2017 [New Section after 9.10.3.2]

Submitter Information Verification

Submitter Full Name: Anthony Apfelbeck Organization: Altamonte Springs Building/Fire Safety Division Street Address: City: State: Zip: Submittal Date: Tue Jan 02 07:44:36 EST 2018

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Public Input No. 123-NFPA 1700-2018 [ Section No. 12.10 ]

12.10 Manufactured Structures and Mobile Homes . Manufactured structures and mobile homes are built off-site and may not have the same fire resistance as site-built structures and may propagate fire rapidly due to the geometry of the building. These buildings may be susceptible to early failure due to numerous lightweight building construction materials. 12.10.1 Due to the building construction, fire conditions may result in considerable destruction of the floor, resulting in fire fighters falling through the floor. 12.10.2 In a ventilation limited condition, an earlier flashover condition should be anticipated. 12.10.3 The utilization of exterior stream placement is a tactic that should be considered as all of the compartments in the structure are generally accessible from the exterior. 12.10.4 Vertical ventilation should not be utilized due to the potential for early collapse. Incident commanders should thoroughly consider the risks and benefits before assigning crews to perform roof operations such as vertical ventilation.

Statement of Problem and Substantiation for Public Input

The title of this section is too narrow and specific for most users to be able to understand the correct application. Most users will think of a manufactured structure is one that brought in to a site in pre-fabricated sections and assembled. They may not think of these recommendations to the common term utilized by the users, which would be "mobile home." Therefore, this term is suggested to included in the title and subsection to clarify the intended application to the end users.

Submitter Information Verification

Submitter Full Name: Anthony Apfelbeck Organization: Altamonte Springs Building/Fire Safety Division Street Address: City: State: Zip: Submittal Date: Tue Jan 02 09:07:26 EST 2018

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Public Input No. 122-NFPA 1700-2018 [ Section No. 12.10.4 ]

12.10.4 Vertical ventilation should not be utilized due to the potential for early collapse. Incident commanders should thoroughly consider the risks and benefits before assigning crews to perform roof operations such as vertical ventilation.

Statement of Problem and Substantiation for Public Input

This paragraph conflicts with itself. In the first sentence, it says don't do vertical ventilation. Then the second sentence says consider the risks if you are going to assign crews to do it. This type of language provides mixed messages to user and encourages unsafe behavior. The user is left wondering if conducting vertical ventilation is acceptable on these structures. If the TC feels that risks of vertical ventilation on these types structures is an unacceptable risk, then the second sentence should be struck as proposed in this PI.

Submitter Information Verification

Submitter Full Name: Anthony Apfelbeck Organization: Altamonte Springs Building/Fire Safety Division Street Address: City: State: Zip: Submittal Date: Tue Jan 02 09:01:47 EST 2018

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Public Input No. 121-NFPA 1700-2018 [ Section No. 12.11 ]

12.11 One-and Two-Family Dwelling Mansions and Mega-Mansion Mansions . Building construction trends continue to evolve, producing larger and more open floor plans in residential structures. It is not uncommon to encounter residential structures with square footage similar to commercial buildings. Open floor plan designs create the potential for large area fires, necessitating adjustments to fire tactics. 12.11.1 Operating units should make every effort in their size-up to define the fire area and building construction features. 12.11.2 Due to the large open floor plan and fuel load it is recommended to attack these fires with high-volume fire flows, utilizing the reach of the stream and the cooling ability of the increased flows of this line. 12.11.3 The use of doorway curtains and fog nozzles can be utilized to slow fire extension in these open spaces. 12.11.4 ICs should consider the need for additional resources in order to complete primary and secondary searches of these structures in a reasonable amount of time. 12.11.5 Large windows present a significant inadvertent ventilation risk. The failure of such windows can result in rapid ventilation of the fire, which can cause rapidly deteriorating conditions and extreme fire conditions. 12.11.6 Large objects, such as light fixtures, artwork, and other decorations suspended in open areas can pose an additional hazard to fire fighters. 12.11.7 Large open areas require long spans typically using truss construction. These structural characteristics can lead to early structural failure and roof and floor collapse

Statement of Problem and Substantiation for Public Input

There is no definition for "mega-mansion" in the document nor is there a generally acceptable cut-off from a mansion to a mega-mansion. Is a 11,000 square foot single family dwelling a mansion or a mega-mansion? Lacking a specific definition for "mega-mansion" and an inability to differentiate between a "mansion" and a "mega- mansion", the document should not attempt to apply the guidance in this section to only "mega-mansions." Adding the term "mansion" to the title will be more inclusive of the application and risk that is associated with these types of structures. In addition, this section is referencing large one-and two-family dwelling structures. Therefore, it is appropriate to provide a clarified application in the title as applying to "one-and two-family dwellings."

Submitter Information Verification

Submitter Full Name: Anthony Apfelbeck Organization: Altamonte Springs Building/Fire Safety Division Street Address: City: State: Zip:

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Submittal Date: Tue Jan 02 08:49:32 EST 2018

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Public Input No. 124-NFPA 1700-2018 [ Section No. 12.14 ]

12.14 Abandoned and Vacant Structures. These are buildings that are no longer in use, and in many cases are in an unknown state of condition or compromise, which could result in weakened structural components, holes in floors, and so forth. The information in 12.14.1 through 12.14.4 should be considered when attacking fires in abandoned structures. 12.14.1 An exterior fire attack should be used to control the fire prior to entry. 12.14.2 Early collapse should be anticipated. 12.14.3 Gutted, deteriorated, and modified interiors can result in unpredictable and increased fire activity. These conditions may impede normal fire-fighting operations. 12.14.4 Occupancy by squatters and transients should be considered. As such, an evaluation of occupant survivability and rescue potential should be made.

Statement of Problem and Substantiation for Public Input

Abandon conveys a structure that the owner is no longer repairing. However, there is no definition in the guide for "abandon" nor is there is there a clear way for a user to determine when a vacant structure assumes "abandon" status. Since there is no clear way to define abandon and a vacant structure can have many of the same risk factors as for an abandon structure, it is appropriate to expand this title to encompass "vacant" structures. An IC is much more able to determine if a structure is vacant, and then apply these considerations, than if the owner has abandon it.

Submitter Information Verification

Submitter Full Name: Anthony Apfelbeck Organization: Altamonte Springs Building/Fire Safety Division Street Address: City: State: Zip: Submittal Date: Tue Jan 02 09:27:43 EST 2018

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Public Input No. 127-NFPA 1700-2018 [ New Section after 12.19.6 ]

Add the following two sections: 12.20 Photovotlaic systems (Add tactical considerations for photovoltaic systems) 12.21 Energy storage systems (Add tactical considerations for photvotaic systems)

Statement of Problem and Substantiation for Public Input

Fires involving photovoltaic systems and energy storage systems have special tactical considerations that should be included as topics within this chapter. Although these two types of systems are listed in section 7.7 as construction features, no guidance has been provided as to how to deal with fires involving these systems.

Submitter Information Verification

Submitter Full Name: Anthony Apfelbeck Organization: Altamonte Springs Building/Fire safety Division Street Address: City: State: Zip: Submittal Date: Tue Jan 02 10:03:27 EST 2018

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Public Input No. 128-NFPA 1700-2018 [ New Section after 12.19.6 ]

Add a new section: 12.20 Limited-access structures (Add tactical considerations for limited access structures)

Statement of Problem and Substantiation for Public Input

Limited access structures have unique hazards and considerations that should be addressed in the guide. A limited access structure is a building that is lacking emergency openings.(NFPA 5000 3.3.628.6.)

Submitter Information Verification

Submitter Full Name: Anthony Apfelbeck Organization: Altamonte Springs Building/Fire Safety Division Street Address: City: State: Zip: Submittal Date: Tue Jan 02 10:10:44 EST 2018

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Public Input No. 29-NFPA 1700-2017 [ Section No. 13.4 [Excluding any Sub-Sections] ]

Implementation of new strategies, tactics, and tasks can be challenging for fire departments. Organizational bureaucracy, traditions, and department culture play a role in how new research findings are incorporated in department policies, procedures, and guidelines. The specific order of the implementation steps in 12.4.1 through 12.4 may be unique to each fire department Actual implementation of these changes to policies, procedures, and guidelines can be an additional challenge for an organization, and requires long-term assessment and monitoring .

Statement of Problem and Substantiation for Public Input

Reference to "12.4.1 through 12.4" is invalid. Those sections don't exist in the current form of Chapter 12.

Additionally, the concept of transitioning an on-paper change to actual, legitimate, long-term tactical evolution of a department's fireground procedure should be addressed. This is often where true change falls through the cracks.

Submitter Information Verification

Submitter Full Name: Brad French Organization: Dayton Fire Department Street Address: City: State: Zip: Submittal Date: Wed Dec 06 13:54:12 EST 2017

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Public Input No. 30-NFPA 1700-2017 [ Section No. 13.4.2 ]

13.4.2 A meeting should be held with stakeholders so they can provide input on the implementation plan. Stakeholders may be may include representatives from labor and unions, volunteer associations, relevant instructor groups, and automatic and mutual aid departments. Involving a cross-section of operational personnel in this stakeholder meeting, across ranks and assignments, can help set the foundation for wide cultural acceptance in the organization.

Statement of Problem and Substantiation for Public Input

Minor grammatical/wording changes in the first two sentences.

Addition of language addressing the make-up of stakeholders within the organization.

Submitter Information Verification

Submitter Full Name: Brad French Organization: Dayton Fire Department Street Address: City: State: Zip: Submittal Date: Wed Dec 06 14:05:11 EST 2017

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Public Input No. 40-NFPA 1700-2017 [ Section No. 13.4.3 ]

13.4.3 The AHJ should establish an implementation work group consisting of individuals interested in change, subject matter experts, and those possessing the skills and abilities to navigate political and organizational cultural concerns. The work group should develop an implementation plan consisting of a appropriate message delivery model(s) .

Statement of Problem and Substantiation for Public Input

Cleaning up language.

Submitter Information Verification

Submitter Full Name: Brad French Organization: Dayton Fire Department Street Address: City: State: Zip: Submittal Date: Wed Dec 06 15:04:25 EST 2017

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Public Input No. 33-NFPA 1700-2017 [ Section No. 13.4.5 [Excluding any Sub-Sections] ]

Subject matter experts should be assigned to write policy, procedures, and guidelines. Assign a multidisciplinary group (i.e. fire behavior specialists, hose and nozzle experts, recruit training cadre members, training captains officers , ventilation and forcible entry experts) to write the policy. The policy writing may occur concurrently as the training materials are developed.

Statement of Problem and Substantiation for Public Input

Minor wording change to a more general term; not all organizations have training "captains"

Submitter Information Verification

Submitter Full Name: Brad French Organization: Dayton Fire Department Street Address: City: State: Zip: Submittal Date: Wed Dec 06 14:31:34 EST 2017

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Public Input No. 34-NFPA 1700-2017 [ Section No. 13.4.5.1 ]

13.4.5.1 Consideration should be given to delivering the training prior to releasing official policy, procedures, and guidelines to allow personnel access to the information and performance of the strategies, tactics, and tasks supported through science-based research.

Statement of Problem and Substantiation for Public Input

This section is somewhat redundant to the following section (currently numbered 13.4.5.2). The wording in the current 13.4.5.2 is better, covers similar territory, and should replace this language and be renumbered appropriately. Some language from this section will be incorporated into the following section (currently 13.4.5.2).

Submitter Information Verification

Submitter Full Name: Brad French Organization: Dayton Fire Department Street Address: City: State: Zip: Submittal Date: Wed Dec 06 14:35:21 EST 2017

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Public Input No. 42-NFPA 1700-2017 [ Section No. 13.4.5.2 ]

13.4.5.2 Consideration should be given to delivering the training prior to releasing official policy, procedures, and guidelines to allow personnel access to the information in order to understand the value and importance of science-based fire fighting and to develop the knowledge and skills to support such documents and fireground operations.

Statement of Problem and Substantiation for Public Input

Additional language to incorporate important concept from previous section to decrease redundancy.

Submitter Information Verification

Submitter Full Name: Brad French Organization: Dayton Fire Department Street Address: City: State: Zip: Submittal Date: Wed Dec 06 15:11:29 EST 2017

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Public Input No. 35-NFPA 1700-2017 [ Section No. 13.4.6 ]

13.4.6 Research should Science-based tactical considerations should be incorporated into other related fire- fighting disciplines all aspects of fireground operations , and existing training, policies, procedures, and guidelines should be updated. Forcible entry, rapid intervention, ventilation, search and rescue, and other fire-fighting disciplines are other related functions are inherently connected with structural fire-fighting firefighting operations. Policies, procedures, guidelines, and training content supporting these operations should be updated as new strategies and tactics are developed.

Statement of Problem and Substantiation for Public Input

More consistent wording in this section.

Submitter Information Verification

Submitter Full Name: Brad French Organization: Dayton Fire Department Street Address: City: State: Zip: Submittal Date: Wed Dec 06 14:40:59 EST 2017

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Public Input No. 36-NFPA 1700-2017 [ Section No. 13.4.7 ]

13.4.7 Training materials supporting the policy, procedures, and guidelines should be designed. Use of existing training materials developed by science-based research organizations devoted to fire service advancement should be considered. Departments can also develop their own customized message to address specific concerns of their organizations. A recognition of the potetial challenges of cultural change in the fire service should also be included in the training, along with strategies to overcome them and evolve the organization.

Statement of Problem and Substantiation for Public Input

Additional note concerning the need to address cultural change challenges up front in the training program.

Submitter Information Verification

Submitter Full Name: Brad French Organization: Dayton Fire Department Street Address: City: State: Zip: Submittal Date: Wed Dec 06 14:52:18 EST 2017

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Public Input No. 44-NFPA 1700-2017 [ Section No. 13.4.9 ]

13.4.9 * Hands-on training experiences should be provided . Hands-on training should be provided to support the new policies, procedures, and guidelines. Training should focus on individual, company, and multi-company skills and tasks. Skills should progress from basic concept application to live-fire, multi-company drills.

Statement of Problem and Substantiation for Public Input

Consolidation of the first two sentences to decrease redundancy.

Submitter Information Verification

Submitter Full Name: Brad French Organization: Dayton Fire Department Street Address: City: State: Zip: Submittal Date: Wed Dec 06 15:19:22 EST 2017

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Public Input No. 46-NFPA 1700-2017 [ Section No. 13.4.10 ]

13.4.10 The efficacy of the implementation model should be determined. After policies, procedures, and guidelines have been published and all forms of training delivered, assessment methods to determine the efficacy of the implementation model should be delivered. Requiring company officers and chiefs to report how new tactics were, or were not, used during structure fires should be considered.

Statement of Problem and Substantiation for Public Input

Word missing in the first sentence.

Submitter Information Verification

Submitter Full Name: Brad French Organization: Dayton Fire Department Street Address: City: State: Zip: Submittal Date: Wed Dec 06 15:22:53 EST 2017

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Public Input No. 51-NFPA 1700-2017 [ Section No. A.13.4.1 ]

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A.13.4.1

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Organizations incorporating science based research might benefit from an understanding and use of the Diffusion of Innovation Theory . Diffusion of Innovation (DOI) Theory, developed by E.M. Rogers in 1962, is one of the oldest social science theories. It originated in communication to explain how, over time, an idea or product gains momentum and diffuses (or spreads) through a specific population or social system. The end result of this diffusion is that people, as part of a social system, adopt a new idea, behavior, or product. Adoption means that a person does something differently than what they had previously (i.e., purchase or use a new product, acquire and perform a new behavior, etc.). The key to adoption is that the person must perceive the idea, behavior, or product as new or innovative. It is through this that diffusion is possible. Adoption of a new idea, behavior, or product (i.e., "innovation") does not happen simultaneously in a social system; rather it is a process whereby some people are more apt to adopt the innovation than others. Researchers have found that people who adopt an innovation early have different characteristics than people who adopt an innovation later. When promoting an innovation to a target population, it is important to understand the characteristics of the target population that will help or hinder adoption of the innovation. There are five established adopter categories , and while the majority of the general population tends to fall in the middle categories, it is still necessary to understand the characteristics of the target population. When promoting an innovation, there are different strategies used to appeal to the different adopter categories.

(1) Innovators - These are people who want to be the first to try the innovation. They are venturesome and interested in new ideas. These people are very willing to take risks, and are often the first to develop new ideas. Very little, if anything, needs to be done to appeal to this population. (2) Early Adopters - These are people who represent opinion leaders. They enjoy leadership roles, and embrace change opportunities. They are already aware of the need to change and so are very comfortable adopting new ideas. Strategies to appeal to this population include how-to manuals and information sheets on implementation. They do not need information to convince them to change. (3) Early Majority - These people are rarely leaders, but they do adopt new ideas before the average person. That said, they typically need to see evidence that the innovation works before they are willing to adopt it. Strategies to appeal to this population include success stories and evidence of the innovation's effectiveness. (4) Late Majority - These people are skeptical of change, and will only adopt an innovation after it has been tried by the majority. Strategies to appeal to this population include information on how many other people have tried the innovation and have adopted it successfully. (5) Laggards - These people are bound by tradition and very conservative. They are very skeptical of change and are the hardest group to bring on board. Strategies to appeal to this population include statistics, fear appeals, and pressure from people in the other adopter groups.

Source: http://blog.leanmonitor.com/early-adopters-allies-launching-product/ The stages by which a person adopts an innovation, and whereby diffusion is accomplished, include awareness of the need for an innovation, decision to adopt (or reject) the innovation, initial use of the innovation to test it, and continued use of the innovation. There are five main factors that

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influence adoption of an innovation , and each of these factors is at play to a different extent in the five adopter categories.

(1) Relative Advantage - The degree to which an innovation is seen as better than the idea, program, or product it replaces. (2) Compatibility - How consistent the innovation is with the values, experiences, and needs of the potential adopters. (3) Complexity - How difficult the innovation is to understand and/or use. (4) Triability - The extent to which the innovation can be tested or experimented with before a commitment to adopt is made. (5) Observability - The extent to which the innovation provides tangible results.

Limitations of Diffusion of Innovation Theory

There are several limitations of Diffusion of Innovation Theory, which include the following:

Much of the evidence for this theory, including the adopter categories, did not originate in public health and it was not developed to explicitly apply to adoption of new behaviors or health innovations. It does not foster a participatory approach to adoption of a public health program. It works better with adoption of behaviors rather than cessation or prevention of behaviors. It doesn't take into account an individual's resources or social support to adopt the new behavior (or innovation).

This theory has been used successfully in many fields including communication, agriculture, public health, criminal justice, social work, and marketing. In public health, Diffusion of Innovation Theory is used to accelerate the adoption of important public health programs that typically aim to change the behavior of a social system. For example, an intervention to address a public health problem is developed, and the intervention is promoted to people in a social system with the goal of adoption (based on Diffusion of Innovation Theory). The most successful adoption of a public health program results from understanding the target population and the factors influencing their rate of adoption.

Statement of Problem and Substantiation for Public Input

Add explanation of the Diffusion of Innovation Theory from:

Date last modified: April 28, 2016. Boston University School of Public Health

Submitter Information Verification

Submitter Full Name: Joseph Jardin Organization: Fire Department City of New York Street Address: City: State: Zip: Submittal Date: Wed Dec 06 15:36:12 EST 2017

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Public Input No. 135-NFPA 1700-2018 [ New Section after A.13.4.9 ]

16 Firefighter Life Safety Initiatives (Add section) The National Fallen Firefighters Foundation sponsored a symposium in 2004 in Tampa, FL. At this milestone event more than 200 fire service leaders assembled and discussed the nation's fire problem and how to drastically reduce the number of firefighter line of duty deaths. This event was the birth of the 16 Firefighter Life Safety Initiatives which should be the catalyst for fire service training and education, and the foundation for strategic level policies and procedures. Particular interest would be initiatives: 1. Define and advocate the need for a cultural change within the fire service relating to safety; incorporating leadership, management, supervision, accountability and personal responsibility. 2. Enhance the personal and organizational accountability for health and safety throughout the fire service. 3. Focus greater attention on the integration of risk management with incident management at all levels, including strategic, tactical, and planning responsibilities. 4. All firefighters must be empowered to stop unsafe practices. 6. Develop and implement national medical and physical fitness standards that are equally applicable to all firefighters, based on the duties they are expected to perform. 7. Create a national research agenda and data collection system that relates to the initiatives. 8. Utilize available technology wherever it can produce higher levels of health and safety. 9. Thoroughly investigate all firefighter fatalities, injuries, and near misses. 11. National standards for emergency response policies and procedures should be developed and championed 12. National protocols for response to violent incidents should be developed and championed. 13. Firefighters and their families must have access to counseling and psychological support. 14. Public education must receive more resources and be championed as a critical fire and life safety program. 15. Advocacy must be strengthened for the enforcement of codes and the installation of home fire sprinklers. 16. Safety must be a primary consideration in the design of apparatus and equipment.

Statement of Problem and Substantiation for Public Input

An initiative of the National Fallen Firefighters Foundation is to assure we reduce (preferably eliminate) line of duty firefighter deaths and injuries. To that end we are attempting to make the 16 Firefighter Life Safety Initiatives more visible to the fire service in texts, standards and other pertinent publications.

Submitter Information Verification

Submitter Full Name: Richard Mason Organization: National Fallen Firefighters F Street Address: City: State: Zip: Submittal Date: Tue Jan 02 14:54:49 EST 2018

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Public Input No. 53-NFPA 1700-2017 [ Section No. A.13.4.9 ]

A.13.4.9 Individual skills may include compartmentation and door control to limit fire growth and protect occupants. Company-level skills may include applying exterior fire streams. Multi-company level skills may include coordination of ventilation with fire attack. Small fire behavior demonstrations, such as candles and reduced-scale fire dynamics and flow path models, can be an effective method for demonstrating foundational fire dynamics concepts in training.

Statement of Problem and Substantiation for Public Input

This document should address/recognize the widespread use of small-scale props for fire dynamics training.

Submitter Information Verification

Submitter Full Name: Brad French Organization: Dayton Fire Department Street Address: City: State: Zip: Submittal Date: Wed Dec 06 15:43:27 EST 2017

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