fire service support infrastructure

U.S. Implementation of NIST’s 9-11 WTC Recommendations ?!?!

2016-05-05:  A Mickey Mouse Effort would be a polite way of describing the long drawn-out and tortuous process of implementing NIST’s Recommendations in the United States.  A better description might be … FUBAR !

15 Years After the 2001 WTC 9-11 Attacks in New York City … absolutely nothing has been done concerning the implementation of a significant number of Recommendations … other Recommendations have been only partially implemented, with many being limited to application in buildings over 128m high (420 feet in ye olde silly imperial units of measure), or else buildings over 22.86m high (75 feet) which have an occupant load exceeding 5,000 people or are essential facilities, e.g. hospitals.  And believe it or not, some implementing measures are still being challenged and they may yet be reversed in the years ahead.  Forget about discussing the already narrow Fire Safety Objectives in building codes/regulations, or Protecting Society, etc., etc.  In essence, it has all come down to that ‘durty’ four letter word: COST !

But read this 2011 Status Report for yourselves.  I have kept in touch with the current situation over there.

NIST’s WTC 9-11 Recommendations Status Report (2011-08-08) – PDF File, 330 Kb

Why should this matter ?

In 2005 & 2008, the U.S. National Institute of Standards & Technology issued a series of very important [ critical ] Recommendations on badly needed revisions to the Design – Construction – Management – Firefighting Procedures for Very High/Tall Buildings, High-Risk Buildings, Iconic Buildings, and Innovatively Designed Buildings.  Many, if not all, of these Recommendations were, and remain, just as valid and just as necessary in the case of other building types … whatever their height.

A lot of effort was expended here, a few years ago, on a detailed examination of the NIST Recommendations.  In one respect, the Recommendations have become dated and obsolete.  The recent 2016 Brussels and 2015 Paris Hive Attacks have altered how we must categorize and deal with buildings of ‘high-risk’.  From the start, however, the disability-related Recommendations only concerned mobility impaired building occupants … a serious flaw.

NIST does not have the legal authority to implement its own Recommendations within the United States.  However, implementation by the Model Code (e.g. IBC & NFPA) Organizations has been brutally slow and entirely inadequate.

And … it is very noticeable how so many other countries around the world are continuing  to completely ignore NIST’s Recommendations.  9-11 never happened !

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Wind Turbine Fires – Facing Up To The ‘Environmental Impact’ !?!

2016-04-19:  A Priority Theme of  SFE 2016 DUBLIN, next September, is the ‘Adverse Environmental Impact’ caused by Preventable Fires in the Built Environment.  Last year’s horrendous devastation of large tracts of land, air and ground waters in the Tianjin port region of North-Eastern China is one very obvious example.

BUT, consider also … Wind Turbine Fires.  As we move closer and closer towards a planetary environmental precipice … there IS enormous pressure to harvest more and more energy from renewable, non-carbon resources.  Windmills, of old, used wind energy to perform an important function in a local context.  Everybody could see what was happening inside.  Local people reaped the benefits.  Modern wind turbines, on the other hand … ?

The First Major Issue concerning Wind Turbines, which received only half-hearted attention at best, was their …

Environmental Impact:  Any effect caused by a given activity on the environment, including human health, safety and welfare, flora, fauna, soil, air, water, and especially representative samples of natural ecosystems, climate, landscape and historical monuments or other physical structures, or the interactions among these factors; it also includes effects on accessibility, cultural heritage or socio-economic conditions resulting from alterations to those factors.

But, at least, ‘it’ was mentioned in conversations !

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The next major issue, the Fire Issue, is a different matter entirely.  This problem does NOT exist … NEVER happens … NOBODY KNOWS NOTHING !   And not just in Ireland or Europe … the ‘real’ fire statistics are either ignored, massaged or concealed.

Wind turbines differ from other forms of traditional power generation because of the inherent risk of total fire loss of the nacelle.  The main features of this risk include:

  • high concentration of value within the nacelle ;
  • high concentration of potential ignition sources within the nacelle, and increased risk of lightning strikes ;
  • unmanned operation ;
  • no possibility of fighting a fire in the nacelle by local fire service personnel, because they are too high up and/or there is no access for fire service vehicles ;
  • remote, sometimes very difficult to reach geographical locations of wind turbines, particularly in the case of offshore installations.

[ Nacelle:  A cover, or housing, for all of the generating components in a wind turbine, including the generator, gearbox, drive train, and brake assembly.]

The cost of wind turbines and their components, as well as restoration and repair costs after a fire, increase in proportion to installed generating capacity.  In addition, losses caused by service interruption also increase in a similar proportion.

According to the loss experience of Insurers, fires in wind turbines can cause significant damage to property and have very high post-fire costs.

Fire Loss in Wind Turbines Can Occur …

  • in the nacelle ;
  • in the tower ;
  • in the electrical sub-station of the wind turbine or wind farm.

Due to the high concentration of technical equipment and combustible material in the nacelle, fire can develop and spread rapidly.  There is also the danger that the upper tower segment will be damaged.  In the case of a total loss of the nacelle, restoration costs may well reach the original value of the whole turbine.

These ‘Preventable’ Fire Losses Are NOT Sustainable !

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PDF File, 601Kb – Click ‘CFPA-E Guideline’ link below to download.

Which is why, in September 2012, the European Fire Protection Associations decided to publish a common guideline in order to ensure similar interpretations in the different European countries … and to give examples of acceptable solutions, concepts and models.  The Confederation of Fire Protection Associations in Europe (CFPA-E) aims to facilitate and support fire protection work.

The European marketplace is constantly imposing new demands for quality and safety.  According to CFPA-E, fire protection forms an integral part of a modern business strategy for survival and competitiveness.  We thoroughly agree !

This CFPA-E Guideline (No.22 – September 2012) on Wind Turbine Fire Protection in Europe – produced by VdS Schadenverhütung and drafted by Hardy Rusch – is primarily intended for those people responsible for fire safety in companies and organizations.  It is also addressed to fire services, consultants, safety companies, etc … so that, in the course of their work, they may be able to assist companies and organizations in increasing levels of fire safety.

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LEED, PassivHaus & BREEAM Housing ~ Atrocious Fire Safety !!

2016-04-11:  It Happened One Night !

And Maybe … if it hadn’t been that particular night, during all the festivities of New Year’s Eve 2015, we would never have heard about the Address Supertall Hotel Fire, in Dubayy (UAE).  A long search on the Internet afterwards led to the detailed, post fire analysis report on the 2014 Lacrosse Docklands Fire, in Melbourne (Australia) … followed by some more searching, and a very large can of worms opened up … similar nasty façade (external fabric) fires in many, many countries … involving large chunks of flaming debris falling from terrific heights, carried by the wind to a significant distance away from the building of fire origin.

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Some people have tried to suggest that the only reason for these fires is inadequate building codes/regulations.  No … the reason for these fires is much more than that … it’s the ‘SYSTEM’ !   In other words, how the International Construction Sector is organized and goes about its ordinary, everyday activities and tasks.  We must also talk about poor quality design and construction … and a lack of stringent, independent enforcement of effective building codes/regulations and standards.  I have written this down many times before … Self-Regulation is NO Regulation !!

It is very clear that Conventional Fire Engineering … as currently practiced, internationally … is no longer ‘fit for purpose’.  For discussion at SFE 2016 DUBLIN.  Check out the Fire Conference Website: www.sfe-fire.eu … and on Twitter: @sfe2016dublin

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IN IRELAND … A 2015 TERRACED HOUSING FIRE …

The general public was shocked and stunned, to put it mildly, by a very rapid and extensive 2015 Terraced Housing Fire on the outskirts of Dublin …

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[ See my Blog, dated 2011-04-06 … about a different, but related, 2011 Terraced Housing Fire in Terenure, a suburb of Dublin City.]

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[ Fast forward from 2011 … overtaking Priory Hall (see my series of Blogs) … to Longboat Quay, a large residential development on the south bank of the River Liffey, which flows through the middle of Dublin.  A recent visual/surface inspection of one of the units there revealed not just a poor quality of construction … but a lack of care and attention, with a mixture of incompetence and ignorance thrown in for good measure.]

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Click to enlarge.

The 2015 Terraced Housing Fire, shown above, should not have been a surprise to the ‘System’ in Ireland.  Research carried out in the U.S.A., Belgium and The Netherlands since 2012, and a serious PassivHaus Apartment Fire in Köln, Germany, on the night of 5 February 2013  … have all shown that the modern home (highly insulated, airtight, packed with electronic equipment and wiring, and fast-burning synthetic furnishings, etc.) is the ‘perfect storm’ of fire conditions and outcomes.  More open residential design + increased fuel loads + new construction systems and materials = faster development of fires, much reduced times to flashover, far less time for occupant evacuation, particularly people with activity limitations … and shorter building collapse times.

The time to flashover in modern high-performance housing, i.e. Sustainable/Green/PassivHaus/Eco/LEED/Bio/+Energy/Low Carbon/BREEAM/Zero Carbon/SMART … can be 7 times faster than in conventional/legacy housing … or less than 5 minutes, compared with just over 29 minutes !

All of this research can be found on the Links & Docs Page of the SFE 2016 DUBLIN Website.

Let us be crystal clear … there is nothing Sustainable/Green/PassivHaus/Eco/LEED/Bio/+Energy/Low Carbon/BREEAM/Zero Carbon/SMART about the post-fire scenes of destruction shown above.  And only for the physical separation between terraces, which can be clearly seen in the last photograph … the fire would have kept spreading.

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URGENT FIRE SAFETY RECOMMENDATIONS …

Without a balanced, proper approach to the issue of Fire Safety in this type of modern, high-performance housing … occupant safety is seriously threatened.  And if, in the event of a fire incident, the occupants are asleep … or people with activity limitations are living in the house … that threat will be extremely grave indeed.

Reality – Reliability – Redundancy – Resilience !

So … what needs to change ?   In Ireland, our immediate problem is Timber-Framed Housing (as shown above) … and the following is an outline of what must change … NOW !

  1. Party Walls, i.e. the walls separating one house from another, must be constructed of solid masonry, with a uniform and uncompromised thickness of at least 200mm … plastered on both sides, not dry-lined, for adequate smoke resistance … and be continued above the roof covering for at least 300mm.
  2. An effective Fire Detection System must be installed.  The conventional ‘package’ of one smoke detector per floor in the hallway and staircase of a standard 2 storey semi-detached house is nowhere near being adequate.
  3. An effective Residential / Domestic Fire Suppression System must be installed, e.g. low pressure water mist.  See later post, dated 2016-06-13, for a costed notional installation.
  4. If there is a Controlled Ventilation System, either mechanical or natural, in the house (for the purposes of air quality, heat exchange and energy conservation), it must be linked to the fire detection system.  In the event of a fire incident, the Ventilation System must immediately cease operation, and remain ‘fully open’.  This is in order to mitigate the build-up of high positive pressure, within a confined airtight space, caused by a developing fire … and to provide an exhaust route for smoke and toxic gases … during the short period of time prior to activation of the fire suppression system.
  5. Intermediate Timber Floors and Evacuation Routes, including fire resisting doorsets, must be reliably protected from fire and smoke.  The minimum period of fire and smoke resistance must be linked to local fire service support infrastructure.  In other words, the local fire services must be allowed sufficient time to arrive at the scene of a fire in strength … to search for any occupants still remaining in the fire building … and to bring the fire under control.
  6. Uppermost Ceilings under a trussed timber roof structure, including any trap doorsets into the roof space, must be similarly and reliably protected from fire and smoke.  Once fire enters a roof space, the light trussed timber structure will collapse within a few minutes.
  7. Front and Back Entrance/Egress Doors must be outward opening.  In the 2013 German PassivHaus Apartment Fire, the occupant found it extremely difficult to open inward opening doors and windows because of the high positive pressure caused by the developing fire.  This unusual phenomenon was confirmed in the 2015 Finnish Apartment Fire Tests, when much higher positive pressures were observed.
  8. Internal Linings of External Walls must comprise 2 layers of plasterboard, with all joints staggered … steel fixed, at not more than 150mm centres.  Once fire breaches the internal lining of an external wall, the whole building will become involved in the fire.  Horizontal and vertical fire sealing behind these linings, even if properly installed (!), are too little and too late.
  9. Frontline Firefighters must be supported by specialist structural engineering and hazard appraisal units … and light/portable/reliable Thermal Imaging Cameras must be recognized as a standard tool of firefighting.

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SUSTAINABLE HOUSING & RESIDENTIAL BUILDINGS …

These building types are more popularly known as Green, PassivHaus / Passive House, LEED, Eco, Bio, BREEAM, +Energy, Zero / Low / Nearly Zero Carbon, or SMART, etc., etc, etc.   In ALL of these cases, however, an Effective Residential Fire Suppression System MUST BE INSTALLED, e.g. low pressure water mist !

In everyday practice … Authorities Having Jurisdiction (AHJ’s), and the Organizations and Individuals responsible for the far-too-rapid construction of these innovative building types are either completely and blissfully ignorant, or callously and negligently in denial, about the seriously negative impacts on Occupant & Firefighter Fire Safety and Building Fire Protection.

BUT … slowly … more and more reliable evidence is being gathered !   Please visit the Links & Docs Page on: www.sfe-fire.eu … and also view this Presentation on some very interesting 2015 Apartment Fire Tests in Finland: www.youtube.com/watch?v=0Ss_ONolzLY

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ENERGY CONSERVATION & EFFICIENCY UPGRADING OF EXISTING BUILDINGS …

In refurbishment projects where insulation is fixed to the internal surfaces of external walls … similar fire safety problems exist, and they must be solved by reviewing the full checklist above.  Refer again to the PassivHaus Apartment Fire in Köln, Germany, on the night of 5 February 2013 … and to the 2015 Apartment Fire Tests in Finland

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SFE 2016 DUBLIN – A Benchmark Fire Engineering Event !

2015-11-06 !   We are very pleased to announce that the Fire Safe Europe Alliancewww.firesafeeurope.eu … has become actively involved, together with Glasgow Caledonian University and FireOx International, in co-hosting SFE 2016 DUBLIN.  To facilitate the Network’s full engagement and provide sufficient time for promotion, etc … it was jointly agreed that the new dates for this Event shall be from 28-30 September 2016.

We have every confidence that SFE 2016 DUBLIN will now be a much better event … having a wider range of stakeholder participation.

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2015-06-29 …

Sustainable Fire Engineering – Effective Fire Safety for All in Sustainable Buildings !
28-30 September 2016      Dublin, Ireland
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www.sustainable-firengineering.ie  or  www.sfe-fire.eu
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Approved Regional Sustainable Built Environment Conference in the 2016-17 Series
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The Gresham Hotel, O’Connell Street, Dublin, Ireland

Céad Míle Fáilte (Hundred Thousand Welcomes) to Dublin, in Ireland … and to the First International Conference devoted to this complex subject !

The 21st Century has had a cruel and savage birth: extreme man-made events, hybrid disasters, severe natural events, complex humanitarian emergencies, with accelerating climate change and variability.  The old certainties are crumbling before our eyes …

The resolute Answer to these threats and the rapidly changing social and environmental needs of our world is Sustainable Fire Engineering !

•  SFE fulfils a critical role in the realization of a Safe, Resilient & Sustainable Built Environment for All ;
•  SFE facilitates positive progress towards the United Nation’s 17 Sustainable Development Goals & 169 Performance Targets, which were adopted in September 2015 ;
•  SFE fast-tracks proper compliance with the Basic Requirements for Construction Works in the European Union’s Construction Products Regulation 305/2011 (Annex I), specifically the interlinked Requirements 7, 2, 1, 3 & 4.

Please join us in an informal, multidisciplinary and pre-normative forum … as we examine Sustainable Fire Engineering more deeply.Event Logo for SFE 2016 DUBLIN

INTRODUCTION to SFE 2016 DUBLIN

Fire Losses – both direct and indirect – amount to a very significant percentage of GDP in all economies, whether they are rich or poor … and result in enormous environmental damage and social disruption.  Fire Engineering, including Fire Prevention and Protection in Buildings, is a major multi-billion Euro/Dollar component of the Construction Industrial Sector – worldwide.

Unfortunately … a fundamental conflict exists between Sustainable Building Design Strategies and the fire safety responses adopted in today’s Conventional Fire Engineering.  To take a simple example: for cooling, heating or ventilation purposes in a Sustainable Building, it is necessary to take advantage of natural unobstructed patterns of air movement in that building.  On the other hand, fire engineers in private practice and control personnel in Authorities Having Jurisdiction (AHJ’s) will demand that building spaces be tightly compartmented in order to limit the spread of fire and smoke … dramatically interfering with those natural patterns of air movement.

Unusual fire behaviour and a range of difficult fire safety issues (critical, in the case of firefighters) also arise from the Innovative Design Features (for example, ‘green’ roofs, elaborate intelligent façades) and Building Products / Systems (for example, photovoltaic panels) being installed in Sustainable Buildings.

A wide chasm separates the language and understanding of these two very different design disciplines.  As a result, the performance of Sustainable Buildings can be seriously compromised.  If, on the other hand, adequate independent technical control is absent on site … it is fire safety which is weakened.

And because, in most countries, the emphasis is placed on pre-construction design intent rather than the ‘real’ performance of the completed/occupied building … these problems are ignored and remain hidden … until a serious fire breaks out !

SUSTAINABLE FIRE ENGINEERING’s AIM

The Aim of Sustainable Fire Engineering is to dramatically reduce all direct and indirect fire losses in the Human Environment (including social, built, economic, environmental, virtual, and institutional) … and to protect the Natural Environment.

Towards Zero Preventable Fires in the Built Environment !

In essence … Sustainable Fire Engineering heavily front-loads Fire Prevention and Fire Protection Measures … above and beyond the minimal and very limited fire safety objectives mandated by current legislation.

SFE’s Key Concepts are … RealityReliabilityRedundancyResilience !

SFE Design Solutions are …

  • Adapted to local geography, climate change and variability, social need, economy, and culture ;
  • Reliability-based ;
  • Person-centred ;
  • Resilient.

SFE 2016 DUBLIN OBJECTIVES

1.  To initiate discussion and foster mutual understanding between the International Sustainable Development / Climate Change / Urban Resilience Communities and the International Fire Science & Engineering Community.
2.  To bring together today’s disparate Sectors within the International Fire Science and Engineering Community … to encourage better communication between each and trans-disciplinary collaboration between all.
3.  To transform Conventional Fire Engineering into an ethical and fully professional Sustainable Design Discipline which is fit for purpose in the 21st Century … meaning … that fire engineers can participate actively in a sustainable design process, and can respond creatively with sustainable fire engineering design solutions which result in Effective Fire Safety for All in Sustainable Buildings.
4.  To launch a CIB W14 Research Working Group VI Reflection Document: ‘Sustainable Fire Engineering Design & Construction’ … which will establish a framework for discussion on the future development of Sustainable Fire Engineering.

SFE 2016 DUBLIN WEBSITE

Today !   Visit the SFE 2016 DUBLIN Website at … www.sustainable-firengineering.ie  or  www.sfe-fire.eu

Download the Information on the Links Page … Review the wide range of Topics which will be examined and discussed at SFE 2016 DUBLIN … Submit an Abstract for a Paper … and Give serious consideration to becoming an Industry Exhibitor, or an Enlightened, Far-sighted Sponsor !!

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Global Event: ‘Fire Safety for All’ in Buildings – Reboot & Reload !

2014-12-09:  FireOx International, the Fire Engineering Division of Sustainable Design International Ltd., is very pleased and proud to present the following Global CSR (Corporate Social Responsibility) Event

Fire Safety for All !9 & 10 April 2015 – Dublin Castle, Ireland

‘Fire Safety for All’ in Buildings – Reboot & Reload !
[ www.fire-safety-for-all.eu ]

Co-Sponsored by CIB & RI-ICTA
Kindly supported by Fáilte Ireland

This will not be a polite gathering intended just for an Irish audience, or even for Europeans … this is a Global Event – a catalyst for Substantive Social Transformation everywhere !

Within the professional discipline of Fire Engineering … either a building is Fire Safe or it is not ;  the design philosophy of the fire engineer is irrelevant.  Similarly, now, we must begin to think and act in the simple terms of a building either being Accessible for All, or not.  And if the building is accessible for all, does it tick all of the right accessibility boxes well, i.e. effectively ?

While building fire safety codes and standards exist in almost every country … guidelines relating to the Fire Safety of People with Activity Limitations – IF those guidelines exist at all – are technically inadequate, entirely tokenistic, blatantly discriminatory, and rarely implemented.

This is a very significant obstacle to Effective Building Accessibility everywhere !!

Accessibility is now understood to mean the full cycle of independent building use, in an equitable and dignified manner … and this term includes the approach, entry to and use of a building, egress during normal conditions and removal from the vicinity of the building … and, most importantly, evacuation during a fire incident to a ‘place of safety’ which is remote from the building.  (ISO 21542 : 2011)

Cogently mandated in the United Nations Convention on the Rights of Persons with Disabilities (2006) … the CRPD’s principal aim is to ensure that the Built, Social, Economic and Virtual Environments are sufficiently ‘accessible’ to permit a vulnerable and major(!) population group in all of our societies to enjoy the fundamental freedoms and human rights described in the Universal Declaration of Human Rights (1948).

Refer to Preamble Paragraph (g) in the UN Convention …

‘ Emphasizing the importance of mainstreaming disability issues as an integral part of relevant strategies of sustainable development,’

and to … Article 3 (General Principles), Article 9 (Accessibility), Article 11 (Situations of Risk & Humanitarian Emergencies), Article 19 (Living Independently & Being Included in the Community), Article 20 (Personal Mobility), Article 24 (Education), Article 27 (Work & Employment), Article 31 (Statistics & Data Collection), Article 32 (International Co-Operation), and Article 33 (National Implementation & Monitoring).

The focus of this event, therefore, is Real Accessibility.  In other words, Effective Accessibility for People with Activity Limitations (which includes people with disabilities, and children under the age of 5 years, frail older people, women in the later stages of pregnancy, and people with health conditions, etc.) … an accessibility which actually works well for all potential building users.  And it is appropriate also, now, to introduce the concept of Monitoring and Targeting this ‘real’ accessibility … independently, i.e. by 3rd Parties !

It is time to Reboot this ridiculous, professionally negligent and obsolete old system … Reload with innovative and practical building design, construction, management and personal self-protection solutions … and Implement !

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Sustainable Fire Engineering Design – Targeting & MRV !

2014-04-20:  Traditional/Conventional Fire Engineering Practice is slowly, but inevitably, being transformed … in order to meet the regional and local challenges of rapid urbanization and climate change, the pressing need for a far more efficient and resilient building stock, and a growing social awareness that ‘sustainability’ demands much greater human creativity …

Design Target:  A Safe, Resilient and Sustainable Built Environment for All

Design Key Words:  Reality – Reliability – Redundancy – Resilience

Essential Construction & Occupancy Start-Up Processes:  Careful Monitoring & Reporting – Independent Verification of Performance (MRV)

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Sustainable Fire Engineering Design Solutions:

Are Reliability-Based …
The design process is based on competence, practical experience, and an understanding of ‘real’ building performance and resilience during Extreme Man-Made Events, e.g. 2001 WTC 9-11 Attack & 2008 Mumbai Hive Attacks, and Hybrid Disasters, e.g. 2011 Fukushima Nuclear Incident … rather than theory alone.

Are Person-Centred …
‘Real’ people are placed at the centre of creative design endeavours and proper consideration is given to their responsible needs … their health, safety, welfare and security … in the Human Environment, which includes the social, built, economic and virtual environments.

Are Adapted to Local Context & Heritage *
Geography, orientation, climate (including change, variability and severity swings), social need, culture, traditions, economy, building crafts and materials, etc., etc.
[* refer to the 2013 UNESCO Hangzhou Declaration]

In Sustainable Design … there are NO Universal Solutions !

Design Objectives:

To protect society, the best interests of the client/client organization and building user health and safety, and to maintain functionality under the dynamic, complex conditions of fire … Project-Specific Fire Engineering Design Objectives shall cover the following spectrum of issues …

  • Protection of the Health and Safety of All Building Users … including people with activity limitations (2001 WHO ICF), visitors to the building who will be unfamiliar with its layout, and contractors or product/service suppliers temporarily engaged in work or business transactions on site ;
  • Protection of Property from Loss or Damage … including the building, its contents, and adjoining or adjacent properties ;
  • Safety of Firefighters, Rescue Teams and Other Emergency Response Personnel ;
  • Ease and Reasonable Cost of ‘Effective’ Reconstruction, Refurbishment or Repair Works after a Fire ;
  • Sustainability of the Human Environment – including the fitness for intended use and life cycle costing of fire engineering related products, systems, etc … fixed, installed or otherwise incorporated in the building ;
  • Protection of the Natural Environment from Harm, i.e. adverse impacts.

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More Specifically … with Regard to Resilient Building Performance during a Fire Incident and the ‘Cooling Phase’ after Fire Extinguishment:

1.   The Building shall be designed to comply with the Recommendations in the 2005 & 2008 NIST(USA) Final Reports on the World Trade Center(WTC) 1, 2 & 7 Building Collapses.

In one major respect, the 2005 NIST Report is flawed, i.e. its treatment of ‘disability and building users with activity limitations is entirely inadequate.  The Building shall, therefore, be designed to comply with International Standard ISO 21542: ‘Building Construction – Accessibility & Usability of the Built Environment’, which was published in December 2011.

2.   The Building shall remain Serviceable, not just Structurally Stable(!) … until all buildings users (including those users with activity limitations waiting in ‘areas of rescue assistance’) have been evacuated/rescued to an accessible ‘place of safety’ which is remote from the building, and have been identified … and all firefighters, rescue teams and other emergency response personnel have been removed/rescued from the building and its vicinity.

The Building shall be designed to resist Fire-Induced Progressive Damage and Disproportionate Damage.  These requirements shall apply to all building types, of any height.

Under no reasonably foreseeable circumstances shall the Building be permitted to collapse !

3.   The Building shall be designed to comfortably accommodate and resist a Maximum Credible Fire Scenario and a Maximum Credible User Scenario.

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Concerted International Research is Needed …

To creatively resolve the direct conflict which exists between Sustainable Building Design Strategies and Traditional/Conventional Fire Engineering.

An example … for cooling, heating and/or ventilation purposes in a sustainable building, it is necessary to take advantage of natural patterns of uninterrupted air movement in that building. On the other hand, fire consultants in private practice, and fire prevention officers in authorities having jurisdiction, will demand that building spaces be strictly compartmented in order to limit the spread of fire and smoke … thereby dramatically interfering with those natural patterns of air movement. The result is that the sustainability performance of the building is seriously compromised.

If, however, adequate independent technical control is absent on the site of a sustainable building … it is the fire safety and protection which will be seriously compromised !

To effectively deal with the fire safety problems (fatal, in the case of firefighters) which result from the installation of Innovative Building/Energy/EICT Systems and Products in Sustainable Buildings.

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These are appropriate tasks for a new CIB W14 Research Working Group VI: ‘Sustainable Fire Engineering Design & Construction’ !

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Responder Safety on Roads & ‘Eye-Popping’ Vehicle Markings

2013-09-05:  A few days ago, I was travelling on a motorway in Ireland … the scenery was luscious, and daylight and weather conditions were good … when I noticed that the visibility and marking of Emergency Response and Public Service Vehicles varied considerably.  The rear of one vehicle, in particular, had highly visible markings … but it was pulling a high trailer, without any markings … and, of course, the vehicle itself and its bright luminescent markings were almost obscured.

What would happen at night, in heavy rain … if any of these vehicles had to stop on a road without any public lighting … as they responded to a traffic accident … or because they were part of a Garda/police checkpoint ?   Serious danger for the responders and other road users is the obvious answer !

Then, more recently, while walking around Howth Harbour, in Dublin … I spotted this Irish Coast Guard Vehicle … which made me feel more optimistic …

Irish Coast Guard Vehicle, with High Visibility Markings, at Howth Harbour in Dublin.
Colour photograph showing an Irish Coast Guard Vehicle, with High Visibility Markings, at Howth Harbour in Dublin. Photograph taken by CJ Walsh. 2013-08-24. Click to enlarge.

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CVVFA-ERSI: ‘Vehicle Marking and Technology for Increased Highway Visibility – A Reference Guide for Decision-Makers’ (2013)

Click the Link Above to read and/or download PDF File (4.35 MB)

Produced by the U.S. Cumberland Valley Volunteer Firemen’s Association (CVVFA) Emergency Responder Safety Institute (ERSI) … with the support of the Federal Emergency Management Agency’s United States Fire Administration (USFA), and the National Institute of Justice (NIJ) – the research, development and evaluation agency of the U.S. Department of Justice.

Author: Ron Moore – Chief Instructor, CVVFA Emergency Responder Safety.

CVVFA ERSI WebSite: www.respondersafety.com

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Cover Page - U.S. Fire Administration Report FA-330: 'Traffic Incident Management Systems' (2012)U.S. Fire Administration Report FA-330 – March 2012

USFA: ‘Traffic Incident Management Systems’ (2012)

Click the Link Above to read and/or download PDF File (4.87 MB)

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Both of these documents must be carefully adapted by the reader to suit a European context … as the following List of Recommendations from USFA Report FA-330 will clearly indicate …

To help decrease vehicle-related injuries and fatalities of emergency responders if implemented at the appropriate levels:

1.   Develop a comprehensive database that tracks accidents involving emergency vehicles and any resulting injuries and/or deaths to both emergency responders and civilians.

2.   Limit speeds to a level that is safe for the vehicle being driven and the road conditions on which it is being operated.

3.   Adopt a zero-tolerance alcohol (and drugs) policy and enforce an 8-hour time difference between alcohol consumption and the commencement of work.

4.   Equip all emergency vehicles with appropriate traffic control and safety equipment.

5.   Ensure all traffic-channelizing devices meet applicable standards.

6.   Ensure flaggers, if used, are properly trained and meet Manual of Uniform Traffic Control Devices for Streets and Highways (MUTCD) qualifications.

7.   Require members to wear highly reflective American National Standards Institute (ANSI)/International Safety Equipment Association (ISEA) 107 Class II, Class III, or ANSI/ISEA 207 compliant public safety vests whenever they operate in a roadway.

8.   Mark the emergency vehicle perimeter with retro-reflective striping or markings.

9.   Extinguish forward facing emergency vehicle lighting when parked on the roadway, especially on divided roadways.

10.  Fire departments should consider the implementation of traffic safety response units.

11.  Position the initial-arriving emergency vehicle in a blocking position to oncoming traffic.

12.  Establish an adequately sized work zone.

13.  Develop a formalized Traffic Incident Management (TIM) information sharing method between public safety and transportation agencies.

14.  Manage major traffic incidents using the National Incident Management System (NIMS) Incident Command System (ICS).

15.  Consider the use of Unified Command (UC) to manage traffic incidents involving multiple jurisdictions or disciplines.

16.  Incorporate transportation departments into ICS when appropriate.

17.  Ensure adequate training on roadway hazards and safety procedures for responders.

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RF-Based Firefighter Communication Performance in Buildings

2013-05-22:  Whatever Service Providers claim … every day, we experience mobile/cell phone reception variability, drop-off and failure in buildings … whether we are fully conscious of it or not.  It’s inconvenient, but all we have to do is change location, even slightly … and ‘re-dial’.  However, if we are travelling on a train or bus, and it enters a tunnel … the problem can be annoying, as the situation is beyond our control !

On the other hand, however … not too far from where I live, there is an art house cinema with underground screens on different levels.  In this particular case, mobile/cell phone reception failure can be a positive joy – it will not be necessary to listen to someone else’s loud conversations during the film !

BUT … emergency first responders use radio frequency-based communication systems during the normal course of their work … and in the current built environment, these systems can also be unreliable.  Improved climate resilience in our future building stock will make matters worse.  So, it makes a lot of sense to take this issue seriously now !

Fire Departments equip their firefighters with a Radio Frequency-Based Personal Alert Safety System (PASS) … also known as an Automatic Distress Signal Unit (ADSU) … which sends out a signal to a fire incident base / control centre / command post when the firefighter is motionless or in distress, with a clear indication of his/her location … or, if necessary, a general warning can be sent from the fire incident base / control centre / command post to all firefighters to evacuate a building immediately … for example, if extensive structural collapse is imminent.

Recently, the National Institute of Science & Technology (USA) issued Technical Note 1792.  I have just a few short comments to make before jumping into the document …

1.   The Empire State Building and a Subway Station in New York City are both iconic building types … and unusual, in the context of the USA generally … but not so in Europe, with our long tradition for ‘hard/heavy’ construction.  Challenging environments for radio frequency-based communication systems are encountered in our basement / underground building types, and low-rise complex building types … never mind high-rise and tall buildings.

2.   Outside buildings, adequate external access routes for Firefighting Vehicles are mandated in building codes and standards … and Firefighter Lifts are provided inside buildings, etc., etc., etc.  Facilitating reliable radio frequency-based emergency communications should become a normal part of thinking about … and designing for … Safe Firefighter Access.  And … before new buildings are occupied, it should become routine to carry out an emergency communications check, as part of a wider collaborative effort between Building Management Teams and Local Fire Services.

3.   This NIST Technical Note is further evidence … as if any more evidence were needed … that it is a continuing and difficult process to fully implement the 2005 & 2008 NIST WTC 9-11 Recommendations.  To date, the easier low hanging fruit (system and procedural inadequacies !) have been tackled, which may be presented and/or described as substantive changes in building codes and standards … mere window dressing … tokenism, at its worst !   However, as discussed here before many times, some European countries continue to completely ignore these important NIST Recommendations.

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NIST Technical Note 1792 (March 2013) - Title Page
Click to enlarge.

March 2013 – NIST Technical Note 1792: ‘Performance Analysis of RF-Based Electronic Safety Equipment in a Subway Station and the Empire State Building’.

To Read/Download NIST TN 1792 (PDF File, 9.02 MB), go to … http://dx.doi.org/10.6028/NIST.TN.1792

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NIST TN 1792 – Summary & Conclusion (Page 59)

Radio Frequency (RF) PASS Tests were performed in a New York Subway Station and the Empire State Building because these types of structures provide challenging RF propagation-channel environments.  In the Subway, the RF PASS systems were limited in their ability to communicate beyond the initial entrance level.  Without the use of repeaters, most of the systems could communicate only a short distance beyond the bottom of the stairwell that connected the token booth corridor to the street.  Two systems used repeaters to extend the coverage area.  When a repeater was located at the base of the stairwell leading up to the street, those two systems were able to communicate the RF PASS alarms between the street level and the first passenger platform.  However, with only a single repeater, neither of the two repeater systems was able to communicate between the external receive site and the second passenger level.  This suggests that for structures with sizable subterranean sections, a repeater system will likely be required to reach an external incident command post.  If the structure has multiple subterranean levels of increasing depth, a multiple-hop relay system will likely be necessary to ensure the reliability of the communication channel.

NIST TN 1792 - Figure 16: 'Subway + System 4 Performance'
NIST TN 1792 – Figure 16: ‘Subway + System 4 Performance’. Click to enlarge.

In the path-loss measurements and analysis performed at five frequencies, ranging from 430 MHz to 2405 MHz, there are several important insights.  Based on the upper adjacent values in the box-plot statistical representation of the path-loss data from the Empire State Building (see Figure 36), path-loss values of 140 dB to 175 dB are possible for high-rises.  For the Subway, the path-loss values exceed 210 dB to 240 dB at the lower two passenger platforms (see Figure 35).  The frequency dependence is more pronounced for the Empire State Building results, but less apparent in the Subway data.  Thus, while a system may function well at the lower end of the frequency spectrum in the above ground portions of a large building, the subway results demonstrate that subterranean structures can cause path-loss values greater than 200 dB across the 430 to 2400 MHz range.

NIST TN 1792 - Figure 21: 'Tall Building + System 4 Performance'
NIST TN 1792 – Figure 21: ‘Tall Building + System 4 Performance’. Click to enlarge.

The testing completed here focused on RF PASS system performance and RF propagation-channel measurements in a high-rise and subway station.  While a primary goal of the effort was to look at the correlation between the system performance and path-loss behaviour, a secondary goal was to gather path-loss data in two high-attenuation settings.  Thus, parameter values for log-normal distributions that will allow simulation of the measured path-loss conditions are included in this report.  The authors hope that the data presented here, along with future sets of data, can be used to develop a complete suite of test methods, not only for RF-based PASS systems, but also for other RF-based electronic safety equipment.  The path-loss values obtained here are general and could be used to develop standards for other equipment as the need arises for standards for these systems.

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In Ireland … 10 UHF Channels have been allocated to the Fire Services for use with hand portable radios …

Ireland: The Fire Services Council's Firefighter Handbook (2001) - Table 2.4.2
Ireland: The Fire Services Council’s Firefighter Handbook (2001) – Table 2.4.2. Click to enlarge.

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Progressive Collapse of WTC 7 – 2008 NIST Recommendations – Part 2 of 2

1st Series of Posts on the 2005 NIST WTC 1 & 2 Collapse Recommendations … which began towards the end of 2011 …

2011-10-25:  NIST’s Recommendations on the 9-11 WTC Building Collapses … GROUP 1. Increased Structural Integrity – Recommendations 1, 2 & 3 (out of 30)

Previous Post in this New Series …

2012-01-18:  Progressive Collapse of WTC 7 – 2008 NIST Recommendations – Part 1 of 2 … GROUP 1. Increased Structural Integrity – Recommendation A … and GROUP 2. Enhanced Fire Endurance of Structures – Recommendations B, C, D & E (out of 13)

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2012-01-22:  SOME PRELIMINARY COMMENTS …

  1.     Keeping my ear closely to the ground … I hear you wondering: “So … how did the fires actually start in World Trade Center Building 7 ?”

Extracts from the Executive Summary (pages xxxi – xxxv) – 2008 NIST NCSTAR 1A …

[ Refer back to the WTC 1 & 2 Collapse Damage Plan in the previous post.]

The fires in WTC Building 7 were ignited as a result of the impact of debris from the collapse of WTC Tower 1, which was approximately 110 metres to the south.  The debris also caused some structural damage to the south-west perimeter of WTC 7.  The fires were ignited on at least 10 floors;  however, only the fires on Floors 7 to 9 and 11 to 13 grew and lasted until the time of building collapse.  These uncontrolled fires had characteristics similar to those that have occurred previously in tall buildings.  Their growth and spread were consistent with ordinary building content fires.  Had a water supply for the automatic sprinkler system been available and had the sprinkler system operated as designed, it is likely that the fires in WTC 7 would have been controlled, and the collapse prevented.  However, the collapse of WTC 7 highlights the importance of designing fire resisting structures for situations where sprinklers are not present, do not function (e.g. due to disconnected or impaired water supply), or are overwhelmed.

and …

There were no serious injuries or fatalities, because the estimated 4,000 occupants of WTC 7 reacted to the airplane impacts on the two WTC Towers and began evacuating before there was significant damage to WTC 7.  The occupants were able to use both the elevators and the stairs, which were as yet not damaged, obstructed, or smoke-filled.  Evacuation of the building took just over an hour.  The potential for injuries to people leaving the building was mitigated by building management personnel holding the occupants in the lobby until they identified an exit path that was safe from the debris falling from WTC Tower 1.  The decisions not to continue evaluating the building and not to fight the fires were made hours before the building collapsed, so no emergency responders were in or near the building when the collapse occurred.

and …

The design of WTC 7 was generally consistent with the New York City Building Code of 1968 (NYCBC), with which, by policy, it was to comply.  The installed thickness of the thermal insulation on the floor beams was below that required for unsprinklered or sprinklered buildings, but it is unlikely that the collapse of WTC 7 could have been prevented even if the thickness had been consistent with building code requirements.  The stairwells were narrower than those required by the NYCBC, but, combined with the elevators, were adequate for a timely evacuation on 11 September 2001, since the number of building occupants was only about half that expected during normal business hours.

The collapse of WTC 7 could not have been prevented without controlling the fires before most of the combustible building contents were consumed.  There were two sources of water (gravity-fed overhead tanks and the city water main) for the standpipe and automatic sprinkler systems serving Floor 21 and above, and some of the early fires on those upper floors might have actually been controlled in this manner.  However, consistent with the NYCBC, both the primary and back-up source of water for the sprinkler system in the lower 20 floors of WTC 7 was the city water main.  Since the collapses of the WTC Towers had damaged the water main, there was no water available (such as the gravity-fed overhead tanks that supplied water to Floor 21 and above) to control those fires that eventually led to the building collapse.

Link to read and/or download a copy of the 2008 NIST NCSTAR 1A Report … www.fireox-international.eu/fire/structdesfire.htm 

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  2.     On a separate subject and quite by chance … a few days ago, I was invited to review a technical paper for a reputable international fire engineering journal (which shall remain nameless).  The paper was discussing a certain aspect of steel column critical temperatures.  After three days, I replied to the journal’s editor as follows …

2012-01-18.

Most regrettably, I must decline your invitation to review Paper XYZ.

The ‘critical temperature’ approach to the fire engineering design of steel-framed structures is deeply flawed … and obsolete.

C. J. Walsh, FireOx International – Ireland, Italy & Turkey.

The ‘critical temperature’ approach is antiquated … and this nonsense has got to stop !   NOW … would be the best time !!

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  3.     In the last post, I wrote …

Structural Fire Engineering is concerned with those aspects of fire engineering which relate to structural design for fire, and the complex architectural interaction between a building’s structure and fabric, i.e. non-structure, under conditions of fire and its immediate aftermath.

Indeed !   But, more needs to be added …

I hope it is becoming clearer now that Structural Fire Engineering is not just ambient structural engineering with a few extra ‘bells and whistles’ grafted on … in token consideration of what could happen in fire conditions, i.e. at high temperatures.

[ If, in some jurisdictions, there are no legal requirements to add even those ‘bells and whistles’ … then, typically, even they will be omitted ! ]

This brings me right back to the typical education of Civil/Structural Engineers;  because:  (i) they exit the educational system with little understanding of anything beyond ‘structure’ … in other words, a ‘real’ building, which also comprises ‘fabric’, i.e. non-structure, is a mystery to them;  and (ii) they have difficulty reading architectural drawings … which is why a walk-through inspection of a building, as it is nearing completion, is much preferred over a detailed discussion about drawings at the most appropriate stage, which is well before construction commences … when faults can be readily identified and easily rectified !

In ambient conditions … the architectural interaction between a building’s structure and fabric is difficult, not being entirely static.  Before the surface finishes have been applied, it is immediately obvious when this interaction has been properly ‘designed’, and looks neat and tidy … or, on the vast majority of construction sites, when this interaction is a ‘traffic accident’, and the results are desperately ugly … and you know that they can’t apply the surface finishes quickly enough in order to hide everything from view !

In fire conditions … this architectural interaction between building fabric and structure is complex, certainly very dynamic … and fluid !

It would be more appropriate to think of Structural Fire Engineering as ‘Design in the Hot Form’ … which is a completely different mindset.

It is essential, therefore, that Fire Engineers understand ‘real’ buildings … most importantly, the ‘design’ of real buildings … and, that they know which end is ‘up’ on a real construction site !!   See NIST WTC 7 Recommendation L below.

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  4.     Since the collapse of WTC Building 7 on 11 September 2001, it has been generally assumed that Fire-Induced Progressive Collapse is a large-scale, macro-phenomenon only.  But, believe it or not, this phenomenon has also been observed at micro-level in small building types.

In fact … Progressive Collapse was already receiving sporadic attention, in Ireland, as far back as the 1980’s …

  • As organizer of the 1987 Dublin International Fire Conference: ‘Fire, Access & Safety in Residential Buildings’, I requested that the following Paper be presented … ‘Design against Progressive Collapse in Fire’ … by Dr. Willie Crowe, who was Head of Construction Technology, in the old Institute for Industrial Research & Standards (IIRS) in Ireland.  He later became Manager of the Irish Agrément Board (IAB).  Those were the days … and Willie really knew his stuff !

Mr. Noel C. Manning, of FireBar in Ireland (www.firebar.ie),  and I both contributed to the development of his Paper.

And now is as good a time as any to give full credit to Noel Manning for his innovative approach to Structural Fire Engineering back in the early 1980’s.  He’s a ‘hard man’ … a term that we use for some special people in Ireland !

Link to the Dublin International Fire Conferences, and a copy of this Paper … www.fireox-international.eu/fire/dublinfire.htm 

  • For approximately 12 years from the mid-1980’s, I was a Member of the National Masonry Panel – the National Standards Authority of Ireland (NSAI) Masonry Standards Advisory Committee.  A small, but substantial, text on Fire-Induced Progressive Collapse in Buildings was included, by me, in the following standard … Irish Standard 325: Code of Practice for Use in Masonry – Part 2: Masonry Construction (1995).  Appendix A – Determination of Movement in Masonry.  A.3 – Thermal Movement.  Once again … those were the days … when I was the only architect in a sea of engineers !!   Not a pretty experience.

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  5.     What next ?   A final draft of the International CIB W14 Research WG IV Reflection Document on Fire-Induced Progressive Collapse will be completed in time for circulation to all CIB W14 members before the end of March 2012 … well in time for the next CIB W14 Meetings in Greece, near the end of April 2012.

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2008 NIST WTC 7 RECOMMENDATIONS  (Final Report NCSTAR 1A)

5.1.3     GROUP 3.  New Methods for Fire Resisting Design of Structures

The procedures and practices used in the fire resisting design of structures should be enhanced by requiring an objective that uncontrolled fires result in burnout without partial or global (total) collapse.  Performance-based methods are an alternative to prescriptive design methods.  This effort should include the development and evaluation of new fire resisting coating materials and technologies, and evaluation of the fire performance of conventional and high-performance structural materials.

NIST WTC 7 Recommendation F  (NCSTAR 1  Recommendation 8).

NIST recommends that the fire resistance of structures be enhanced by requiring a performance objective that uncontrolled building fires result in burnout without partial or global (total) collapse.  Such a provision should recognize that sprinklers could be compromised, non-operational, or non-existent.  Current methods for determining the fire resistance of structural assemblies do not explicitly specify a performance objective.  The rating resulting from current test methods indicates that the assembly (component or sub-system) continued to support its superimposed load (simulating a maximum load condition) during the test exposure without collapse.  Model Building Codes:  This Recommendation should be included in the national model building codes as an objective, and adopted as an integral pert of the fire resistance design for structures.  The issue of non-operational sprinklers could be addressed using the existing concept of Design Scenario 8 of NFPA 5000, where such compromise is assumed and the result is required to be acceptable to the Authority Having Jurisdiction (AHJ).  Affected Standards:  ASCE-7, AISC Specifications, ACI 318, and ASCE/SFPE 29.

Relevance to WTC 7:  Large, uncontrolled fires led to failure of a critical column and consequently the complete collapse of WTC 7.  In the region of the collapse initiation (i.e. on the east side of Floor 13), the fire had consumed virtually all of the combustible building contents, yet collapse was not prevented.

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NIST WTC 7 Recommendation G  (NCSTAR 1  Recommendation 9).

NIST recommends the development of:  (1) performance-based standards and code provisions, as an alternative to current prescriptive design methods, to enable the design and retrofit of structures to resist real building fire conditions, including their ability to achieve the performance objective of burnout without structural or local fire collapse;  and (2) the tools, guidelines, and test methods necessary to evaluate the fire performance of the structure as a whole system.  Standards development organizations, including the American Institute of Steel Construction, have already begun developing performance-based provisions to consider the effects of fire in structural design.

a.     Standard methodology, supported by performance criteria, analytical design tools, and practical design guidance;  related building standards and codes for fire resistance design and retrofit of structures, working through the consensus process for nationwide adoption;  comprehensive design rules and guidelines;  methodology for evaluating thermo-structural performance of structures;  and computational models and analysis procedures for use in routine design practice.

b.     Standard methodology for specifying multi-compartment, multi-floor fire scenarios for use in the design and analysis of structures to resist fires, accounting for building-specific conditions such as geometry, compartmentation, fuel load (e.g. building contents and any flammable fuels such as oil and gas), fire spread, and ventilation;  and methodology for rating the fire resistance of structural systems and barriers under realistic design-basis fire scenarios.

c.     Publicly available computational software to predict the effects of fires in buildings – developed, validated, and maintained through a national effort – for use in the design of fire protection systems and the analysis of building response to fires.  Improvements should include the fire behaviour and contribution of real combustibles;  the performance of openings, including door openings and window breakage, that controls the amount of oxygen available to support the growth and spread of fires and whether the fire is fuel-controlled or ventilation-controlled;  the floor-to-floor flame spread;  the temperature rise in both insulated and un-insulated structural members and fire barriers;  and the structural response of components, sub-systems, and the total building system due to the fire.

d.     Temperature-dependent thermal and mechanical property data for conventional and innovative construction materials.

e.     New test methods, together with associated conformance assessment criteria, to support the performance-based methods for fire resistance design and retrofit of structures.  The performance objective of burnout without collapse will require the development of standard fire exposures that differ from those currently used.

There is a critical gap in knowledge about how structures perform in real fires, particularly concerning: the effects of fire on the entire structural system (including thermal expansion effects at lower temperatures);  interaction between the sub-systems, elements, and connections;  and scaling of fire test results to full-scale structures (especially for structures with long-span floor systems).

Relevance to WTC 7:  A performance-based assessment of the effects of fire on WTC 7, had it considered all of the relevant thermal effects (e.g. thermal expansion effects that occur at lower temperatures), would have identified the vulnerability of the building to fire-induced progressive collapse and allowed alternative designs for the structural system.

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5.1.4     GROUP 4.  Improved Active Fire Protection

Active fire protection systems (i.e. sprinklers, standpipes/hoses, fire alarms, and smoke management systems) should be enhanced through improvements to the design, performance, reliability, and redundancy of such systems.

NIST WTC 7 Recommendation H  (NCSTAR 1  Recommendation 12).

NIST recommends that the performance, and possibly the redundancy and reliability of active fire protection systems (sprinklers, standpipes/hoses, fire alarms, and smoke management systems), in buildings be enhanced to accommodate the greater risks associated with increasing building height and population, increased use of open spaces, high-risk building activities, fire department response limits, transient fuel loads, and higher threat profile.

Reliability is affected by (a) redundancy, such that when one water supply is out of service (usually for maintenance), the other interconnected water supply can continue to protect the building and its occupants;  (b) automatic operation of water supply systems (not only for starting fire pumps but also for testing and tank replenishment, with appropriate remote alarms to the fire department and local alarms for notifying emergency personnel);  and (c) the use of suitable equipment and techniques to regulate unusual pressure considerations.

Relevance to WTC 7:  No water was available for the automatic suppression systems on the lower 20 storeys of WTC 7, once water from street-level mains was disrupted.  This lack of reliability in the source of the primary and secondary water supplies allowed the growth and spread of fires that ultimately resulted in collapse of the building.

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5.1.5     GROUP 6.  Improved Emergency Response

Technologies and procedures for emergency response should be improved to enable better access to buildings, response operations, emergency communications, and command and control in large-scale emergencies.

NIST WTC 7 Recommendation I  (NCSTAR 1  Recommendation 24).

NIST recommends the establishment and implementation of codes and protocols for ensuring effective and uninterrupted operation of the command and control system for large-scale building emergencies.

a.     State, local, and federal jurisdictions should implement the National Incident Management System (NIMS).  The jurisdictions should work with the Department of Homeland Security to review, test, evaluate, and implement an effective unified command and control system.  NIMS addresses interagency co-ordination and establishes a response matrix – assigning lead agency responsibilities for different types of emergencies, and functions.  At a minimum, each supporting agency should assign an individual to provide co-ordination with the lead agency at each incident command post.

b.     State, local, and federal emergency operations centres (EOC’s) should be located, designed, built, and operated with security and operational integrity as a key consideration.

c.     Command posts should be established outside the potential collapse footprint of any building which shows evidence of large multi-floor fires or has serious structural damage.  A continuous assessment of building stability and safety should be made in such emergencies to guide ongoing operations and enhance emergency responder safety.  The information necessary to make these assessments should be made available to those assigned responsibility (see related Recommendations 15 and 23 in NIST NCSTAR 1).

d.     An effective command system should be established and operating before a large number of emergency responders and apparatus are dispatched and deployed.  Through training and drills, emergency responders and ambulances should be required to await dispatch requests from the incident command system and not to self-dispatch in large-scale emergencies.

e.     Actions should be taken via training and drills to ensure a co-ordinated and effective emergency response at all levels of the incident command chain by requiring all emergency responders that are given an assignment to immediately adopt and execute the assignment objectives.

f.     Command post information and incident operations data should be managed and broadcast to command and control centres at remote locations so that information is secure and accessible by all personnel needing the information.  Methods should be developed and implemented so that any information that is available at an interior information centre is transmitted to an emergency responder vehicle or command post outside the building.

Relevance to WTC 7:  (1) The New York City Office of Emergency Management (OEM) was located in WTC 7 and was evacuated before key fire ground decisions had to be made.  The location of OEM in WTC 7, which collapsed due to ordinary building fires, contributed to the loss of robust interagency command and control on 11 September 2001.  (2) Due to the collapse of the WTC Towers and the loss of responders and fire control resources, there was an evolving site leadership during the morning and afternoon.  Key decisions (e.g. not to fight the fires in WTC 7 and to turn off power to the Con Edison substation) were reasonable and would not have changed the outcome on 11 September 2001, but were not made promptly.  Under different circumstances (e.g. if WTC 7 had collapsed sooner and firefighters were still evaluating the building condition), the outcome could have been very different.

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5.1.6     GROUP 7.  Improved Procedures and Practices

The procedures and practices used in the design, construction, maintenance, and operation of buildings should be improved to include encouraging code compliance by non-governmental and quasi-governmental entities, adoption and application of evacuation and sprinkler requirements in codes for existing buildings, and retention and availability of building documents over the life of a building.

NIST WTC 7 Recommendation J  (NCSTAR 1  Recommendation 27).

NIST recommends that building codes incorporate a provision that requires building owners to retain documents, including supporting calculations and test data, related to building design, construction, maintenance, and modifications over the entire life of the building.*  Means should be developed for off-site storage and maintenance of the documents.  In addition, NIST recommends that relevant information be made available in suitably designed hard copy or electronic formats for use by emergency responders.  Such information should be easily accessible by responders during emergencies.

[ * F-12  The availability of inexpensive electronic storage media and tools for creating large searchable databases makes this feasible.]

Relevance to WTC 7:  The efforts required in locating and acquiring drawings, specifications, tenant layouts, and material certifications, and especially shop fabrication drawings, significantly lengthened the investigation into the collapse of WTC 7.

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NIST WTC 7 Recommendation K  (NCSTAR 1  Recommendation 28).

NIST recommends that the role of the ‘Design Professional in Responsible Charge’* be clarified to ensure that:  (1) all appropriate design professionals (including, e.g. the fire protection engineer) are part of the design team providing the highest standard of care when designing buildings employing innovative or unusual fire safety systems;  and (2) all appropriate design professionals (including, e.g. the structural engineer and the fire protection engineer) are part of the design team providing the highest standard of care when designing the structure to resist fires, in buildings that employ innovative or unusual structural and fire safety systems.

[ * F-13  In projects involving a design team, the ‘Design Professional in Responsible Charge’ – usually the lead architect – ensures that the team members use consistent design data and assumptions, co-ordinates overlapping specifications, and serves as the liaison between the enforcement and reviewing officials and the owner.  This term is defined in the International Building Code (IBC) and in the International Code Council’s Performance Code for Buildings and Facilities (where it is the Principal Design Professional).]

Relevance to WTC 7:  Following typical practice, none of the design professionals in charge of the WTC 7 Project (i.e. architect – structural engineer – fire protection engineer) was assigned the responsibility to explicitly evaluate the fire performance of the structural system.  Holistic consideration of thermal and structural factors during the design or review stage could have identified the potential for the failure and might have prevented the collapse of the building.

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5.1.7     GROUP 8.  Education and Training

The professional skills of building and fire safety professionals should be upgraded through a national education and training effort for fire protection engineers, structural engineers, and architects.  The skills of building regulatory and fire service personnel should also be upgraded to provide sufficient understanding and the necessary skills to conduct the review, inspection, and approval tasks for which they are responsible.

NIST WTC 7 Recommendation L  (NCSTAR 1  Recommendation 29).

NIST recommends that continuing education curricula be developed, and programmes be implemented for:  (1) training fire protection engineers and architects in structural engineering principles and design;  and (2) training structural engineers, architects, fire protection engineers, and code enforcement officials in modern fire protection principles and technologies, including the fire resisting design of structures;  and (3) training building regulatory and fire service personnel to upgrade their understanding and skills to conduct the review, inspection, and approval tasks for which they are responsible.  The outcome would further the integration of the disciplines in effective fire-safe design of buildings.

Relevance to WTC 7:  Discerning the fire-structure interactions that led to the collapse of WTC 7 required research professionals with expertise in both disciplines.  Assuring the safety of future buildings will require that participants in the design and review processes possess a combined knowledge of fire science, materials science, heat transfer, and structural engineering, and design.

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NIST WTC 7 Recommendation M  (NCSTAR 1  Recommendation 30).

NIST recommends that academic, professional short-course, and web-based training materials in the use of computational fire dynamics and thermo-structural analysis tools be developed and delivered to strengthen the base of available technical capabilities and human resources.

Relevance to WTC 7:  NIST stretched the state-of-the-art in the computational tools needed to reconstruct a fire-induced progressive collapse.  This enabled identification of the critical processes that led to that collapse.  Making these expanded tools and derivative, validated, and simplified modelling approaches usable by practitioners could prevent future disasters.

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