‘ The creative, person-centred and ethical Fire Engineering response, in resilient built form and smart systems, to the concept of Sustainable Human and Social Development – the many aspects of which must receive balanced and synchronous consideration.’
Organized by FireOx International (Ireland, Italy & Turkey), in joint collaboration with Glasgow Caledonian University’s School of Engineering & Built Environment (Scotland) … and having a widely multi-disciplinary attendance from the U.S.A., Hong Kong SAR (China), Spain, Finland, Scotland, Norway, Germany, England, The Netherlands and Ireland … SFE 2016 DUBLIN was a unique, and very successful, two-day gathering within the International Fire Engineering and Fire Service Communities.
SUSTAINABLE FIRE ENGINEERING fulfils a Critical Role in the realization of a Safe, Resilient and Sustainable Built Environment 4 ALL !
SUSTAINABLE FIRE ENGINEERING facilitates Positive Progress in implementing the United Nation’s 2030 Sustainable Development Agenda, which incorporates 17 Sustainable Development Goals and 169 Performance Targets !
SUSTAINABLE FIRE ENGINEERING fast-tracks Proper Compliance with the 7 Basic Performance Requirements – functional, fully integrated and indivisible – in Annex I of European Union Construction Products Regulation 305/2011 !
A NECESSARY & LONG OVERDUE TRANSFORMATION !
A Building is a permanent construction, complying with basic performance requirements and capable of being easily adapted … comprising structure, essential electronic, information and communication technologies (EICT’s), and fabric (non-structure) … having a minimum life cycle of 100 years … and providing habitable, functional and flexible interior spaces for people to use.
Building Users have a wide and varied range of abilities and behaviours … some having discernible health conditions and/or physical, mental, cognitive, psychological impairments … while others, e.g. young children, women in the later stages of pregnancy and frail older people, are also particularly vulnerable in user-hostile, inaccessible environments. Not everyone will self-identify as having an activity limitation because of the high level of social stigma associated with ‘disability’. Building designers and fire engineers must accept that building users have rights and responsible needs ; the real individual and group fire safety requirements of vulnerable building users must be given proper consideration by both design disciplines, working collaboratively together.
Following the savage 2008 Mumbai Hive Attack in India, and the more recent 2015 and 2016 Attacks in Europe, i.e. Paris, Brussels, Istanbul and Berlin … it is entirely wrong to assume that the main and/or only targets will be specific high-risk buildings types, i.e. Tall/High-Rise, Iconic, Innovative and Critical Function Buildings (refer to 2005 & 2008 NIST WTC 9-11 Recommendations). All buildings and adjoining/adjacent public spaces must be carefully assessed for the risk of direct or collateral involvement in an Extreme Man-Made Event.
It is a fundamental principle of reliable and resilient structural engineering that horizontal and vertical structural members/elements of construction are robustly connected together. All buildings must, therefore, be capable of resisting Disproportionate Damage. The restriction of this requirement, within some jurisdictions, to buildings of more than five storeys in height is purely arbitrary, cannot be substantiated technically … and ethically, must be disregarded.
Fire-Induced Progressive Damage is distinguished from Disproportionate Damage – a related but different structural concept – by the mode of damage initiation, not the final condition of building failure. This phenomenon is poorly understood. But, unless it is impeded, or resisted, by building design … Fire-Induced Progressive Damage will result in Disproportionate Damage … and may lead to a Collapse Level Event (CLE), which is entirely unacceptable to the general population of any community or society. All buildings must, therefore, be capable of resisting Fire-Induced Progressive Damage.
All buildings must also be carefully assessed for the risk of involvement in a Severe Natural Event, e.g. earthquakes, floods, landslides, typhoons and tsunamis.
In all of the above Risk Assessments … the minimum Return Period (also known as Recurrence Interval or Repeat Interval) must never be less than 100 years.
Reacting to surging energy, environmental and planetary capacity pressures … with accelerating climate change … Sustainable Buildings are now presenting society with an innovative and exciting re-interpretation of how a building is designed, constructed and functions … an approach which is leaving the International Fire Engineering and Fire Service Communities far behind in its wake, struggling to keep up.
Passive and Active Fire Protection Measures, together with Building Management Systems (whether human and/or intelligent), are never 100% reliable. Society must depend, therefore, on firefighters to fill this reliability ‘gap’ … and to enter buildings on fire in order to search for remaining or trapped building users. This is in addition to their regular firefighting function. Therefore, there is a strong ethical obligation on building designers, including fire engineers, to properly consider Firefighter Safety … should a fire incident occur at any time during the life cycle of a building.
Structural Serviceability, Fire Resistance Performance and ‘Fire Safety for All’ in a building must, therefore, be related directly to the local Fire Service Support Infrastructure … particularly in developing and the least developed countries. AND … Fire Codes and Standards must always be adapted to a local context !
The fire safety objectives of current Fire Codes and Standards are limited, usually flawed … and will rarely satisfy the real needs of clients/client organizations, or properly protect society. Fire code compliance, in isolation from other aspects of building performance, will involve a consideration of only a fraction of the issues discussed above. There is once again, therefore, a strong ethical obligation on building designers, including fire engineers, to clearly differentiate between the limited fire safety objectives in Fire Codes and Standards … and Project-Specific Fire Engineering Design Objectives … and to explain these differences to a Client/Client Organization. Facility Managers must also explain these differences directly to an Organization’s Senior Management … and directly inform the Organization’s Board of Directors … as appropriate.SFE Mission: To ensure that there is an effective level of Fire Safety for ALL – not just for SOME – in the Built Environment … to dramatically reduce all direct and indirect fire losses in the Human Environment … and to protect the Natural Environment.
To transform Conventional Fire Engineering, as practiced today, 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 and collaboratively in the sustainable design process, and can respond creatively with sustainable fire engineering design solutions which result in Effective Fire Safety for All in a Safe, Resilient and Sustainable Built Environment.
To bring together today’s disparate sectors within the International Fire Engineering (and Science) Community … to encourage better communication between each, and trans-disciplinary collaboration between all.
To initiate discussion and foster mutual understanding between the International Sustainable Development, Climate Change and Urban Resilience Communities … and the International Fire Engineering and Fire Service Communities.
The realization of a Safe, Inclusive, Resilient & Sustainable Built Environment demands a concerted, collaborative, very creative and widely trans-disciplinary effort at national, local, regional and international levels across the whole planet – Our Common Home. The informed operation of appropriate legislation, administrative procedures, performance monitoring and targeting, and incentives/disincentives, at all of these levels, will facilitate initial progress towards this objective … but not the quantity, quality or speed of progress necessary. Our time is running out !
This Code of Ethics applies … for those who subscribe to its values … to policy and decision makers, and the many different individuals and organizations directly and indirectly involved in the design, engineering, construction, and operation (management and maintenance) of a Safe, Resilient & Sustainable Built Environment for All.
The Purpose of this Code of Ethics is to guide the work of competent individuals and organizations in a context where incomplete or inadequate legislation, administrative procedures and incentives/disincentives exist … but, more importantly, where they do not exist at all … and, amid much confusion and obfuscation of the terms, to ensure that implementation is authentically ‘sustainable’, and reliably ‘safe’ and ‘resilient’ for every person in the receiving community, society or culture … before it is too late !
3. New CIB W14: ‘Fire Safety’ Research Working Group VI Reflection Document: ‘Sustainable Fire Engineering Design, Construction & Operation’, which will establish a framework for the future development of Sustainable Fire Engineering.
Preparation of this Document will soon begin, and the following issues will be explored:
Conceptual Framework for Sustainable Fire Engineering (SFE), with a necessary accompanying Generic SFE Terminology ;
Strategy for Future SFE Development ;
Implementation of 2005 & 2008 NIST WTC 9-11 Recommendations ;
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
Essential Construction & Occupancy Start-Up Processes: Careful Monitoring & Reporting – Independent Verification of Performance (MRV)
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 !
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.
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.
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.
These are appropriate tasks for a new CIB W14 Research Working Group VI: ‘Sustainable Fire Engineering Design & Construction’ !
2013-07-11 (2021-08-04): Further to the Posts about the ongoing Fire Safety Fiasco at Priory Hall in Dublin, beginning on 2011-10-18 … and my recent reply to a question from Ms. Saffron Willetts, dated 2013-06-09 …
A house with a timber-framed party wall, whether the wall projects above the roof covering or not … in a terrace, or semi-detached … and constructed in 2004 (approaching the height of the Celtic Tiger frenzy in Ireland) ?? Not even torture in Guantánamo Bay (Cuba) by the Americans would persuade me to buy … or rent !
One last word of caution … carefully examine any ‘Opinion on Compliance’ covering this property.
On Sunday evening last, 7 July 2013, I received an e-mail notification from Mr. Del Tillyer about a Belmayne ‘Fire Safety’ Press Conference to be held in his home … 19 Churchwell Place, Belmayne, Dublin 13 … on Tuesday, 9 July 2013, at 11.00 hrs. I was very pleased to attend.
Back in ‘ye good olde days’ of the Celtic Tiger … the price paid for this 2 Storey Timber-Framed Dwelling Unit was a staggering € 530,000 ! However, following occupation of their new home, it was noticed by the family that there were BIG problems concerning nuisance sound transmission from neighbouring units. And that’s when their long shabby saga of ‘Fire Safety at Belmayne’ began … or, more correctly, it should be called the tortuous saga of a ‘Serious Lack of Fire Safety at Belmayne’ !!
In order to satisfy the Legal Requirements of Part D: ‘Materials and Workmanship’, Second Schedule to the Irish Building Regulations … this form of innovative construction was covered by an Irish Agrément Board Certificate …
Click the Link Above to read and/or download PDF File (1.43 MB)
Unfortunately … any connection between IAB Certificate 04/0198 and the bitterly cold reality of how 19 Churchwell Place was actually constructed … is, at best, extremely tenuous … as the following photographs clearly show …
[ It was difficult … but I resisted the temptation to add an elaborate caption to each image which would describe the original Shoddy, Careless, Incompetent Site Workmanship ! And please bear in mind that the opening-up shown was limited … more problems cannot be seen, or will only become apparent in the future, e.g. the inevitable settlement of low-density thermal insulation !! ]
[ This is the other unreported and completely hidden Irish National Debt … over 20 years of ‘Lite’ National Regulation of the Construction Sector and an Entirely Inadequate and Ineffective National System of Local Authority Building Control / Independent Site Technical Control have resulted in a New National Building Stock which will require an enormous amount of difficult and costly repairs during the next decades … which will have to be paid for by the citizen ! Those responsible … National Authorities Having Jurisdiction (AHJ’s), Professional Institutes and Societies, Property Developers, Construction Product Manufacturers, and Politicians … have all quietly slipped away from the crime scene !! ]
The Fire Consultant on this Repair Project was Mr. Noel C. Manning, R.I.P.
In the event of a fire incident at this dwelling unit … why are the construction failures shown in the photographs above so risky, so hazardous, so dangerous for its occupants (more precisely – their health, safety and welfare) ??
Even within the Construction Sector, it is not well understood that the Fire Safety Objectives of Building Regulations, generally and not just in Ireland, are limited in scope to the protection of people who use and/or occupy buildings from fire (i.e. heat, smoke and flame). These Fire Safety Objectives only ‘extend’ to the protection of property (i.e. the building fabric) … insofar as the protection of that property is relevant to the protection, including the safe evacuation, of people in the building.
The biggest original construction failure shown above is that there is an extensive warren of continuous, hidden cavities within the walls, floors, service duct and ceilings of the house … which facilitates the unseen spread of fire, including toxic smoke, very rapidly throughout the building and to adjoining dwelling units. This type of insidious fire spread cannot be detected by smoke alarms located in the area of a staircase.
The serious ‘cavity’ failure is compounded by another serious construction failure … the weak and inadequate protection from fire (i.e. heat, smoke and flame) to the staircase itself … which is the only means of evacuation from the house for the occupants.
2013-04-02:Sustainable Design International Ltd. (SDI) is pleased to announce that its Managing Director, C.J. Walsh, has been invited to be ‘Project Design Architect’ / ‘Design Professional in Responsible Charge’ for aNew 32 Storey Hotel in Yunnan Province, People’s Republic of China (PRC).
He will have responsibility for the Project’s Architectural Concept Design and General Schematic Design … including the overall architectural character and profile of primary exterior surfaces.
Project Approximate Value = € 65 Million (Euros) … excluding interior design, finishes and furnishing (which could end up doubling, or even tripling, the overall project value).
Sustainable Design International Ltd. maintains a strict practice policy of Client Confidentiality.
[ If this Type of Professional Design Service Appeals to You, or Your Organization – Contact Us Immediately ! ]
An estimated One Billion People will be living in China’s cities by 2030. This large-scale and very rapid urbanization demands that a sustainable transformation of their urban built, social, economic and institutional environments commences Today – not at some notional point in a far distant future.
Furthermore … replicating a European approach to sustainable design and construction in other regions of the world is doomed to failure. Urban Transformation in China must be adapted to Local Geography, Climate, Climate Change, Social Needs, Cultures, Economy, and Local Severe Events (e.g. earthquakes, flooding). With European support and collaboration … China must, and will, find its own way.
Click the Link Above to read and/or download a PDF File (4.42 Mb)
Report on a One-Day China Advisory Council Roundtable, co-organized by Friends of Europe and EuroChambres, which was held in Brussels on 8 March 2012. This event was part of an ‘Understanding China’ Programme (mid-2009 to mid-2012), co-funded by the European Commission.
This Guide describes a practical approach to bridge the gap between theoretical analyses of climate change impacts and the planning decisions that need to be made by city authorities and utility managers to increase climate change resilience of the water sector in the city of Wuhan, Hubei Province, People’s Republic of China (PRC). It focuses on answering the questions currently being asked by city planners and managers all over the world, as follows:
What changes might be caused by climate change ?
How will these changes affect services and utilities ?
What can we do now to prepare for them ?
The long lead time required to plan, finance, build, and commission city infrastructure facilities means that decision makers cannot wait for more detailed data on the effects of future climate change, especially those relating to local circumstances, but must make investment decisions based on what is known now and what can be readily predicted. An important principle in this kind of ‘robust’ decision-making is provided by the Intergovernmental Panel on Climate Change (IPCC) tenet that adaptation investments, which move a city’s infrastructure toward sustainable development (such as providing safe drinking water and better sanitary conditions), are justifiable even without climate change.
This Guide is arranged in clear steps to provide direction and information for similar exercises in other areas. Having grown out of a specific locality and its needs, the principles and solutions developed in this guide are founded on real world situations and problems …
Click the Link Above to read and/or download a PDF File (2.31 Mb)
*** THIS TALL BUILDING IN YUNNAN PROVINCE & SIMILAR COMPLEX ARCHITECTURAL PROJECTS ***
Working within the professional constraints of ‘client confidentiality’ … it is possible to have a general discussion about current building design, construction and operation issues in an international sector which is operating, more and more, beyond national borders … without adequate, or very often any, national and local regulation. By ‘regulation’, I mean a flexible system of building-related legislation which is operated in conjunction with mandatory and effective technical control.
In order to cope with today’s complex built environment and the enormous variation in the size and scale of construction projects … a ‘flexible’ mix of functional, performance and prescriptive legal requirements is the sharpest and most appropriate instrument.
And you can forget the hype about performance-based building codes coming out of the USA … hot air, and much ado about little !
Of course, the biggest issue of all is the competence of those individuals who work in Authorities Having Jurisdiction (AHJ’s), i.e. technical controllers. Even in the most developed economies of the world … there are many occasions when the level of individual incompetence in an AHJ is astounding … and institutional arrangements within the AHJ itself are a mess, i.e. the AHJ is not fit for purpose.
1. Sustainable Design – Design Process Efficiency & Proper Preparation for Construction
A tremendous amount of waste is associated with and generated by the processes of conventional building design, construction and operation. There is a more up-to-date and efficient way of doing things … an essential way for Sustainable Design … and it’s called Building Information Modelling (BIM) !
Furthermore … consider, for a moment, just the initial list of Specialist Consultants who will be engaged directly by the Chinese Client when the project’s conceptual design has reached a sufficiently developed stage. How can all of these individuals and organizations – listed in the revised and agreed Project Design Agreement – obtain accurate and reliable ‘real time’ information about the rapidly evolving project from a central design library / information database … then feed their new work back into the centre without unnecessary delay ? How, next, can everyone else who needs to know, be updated with the new design input … again, without delay ? And perhaps, these consultants may also be based in different countries … working in very different time zones …
Building Information Modelling (BIM) Consultant
Local Design Institute (LDI) … a local architectural practice which will produce the project’s working drawings, handle local spatial planning and building code approvals, carry out site inspections, and deal directly with construction organization(s), etc., etc.
Interior Design Consultant
Traffic / Parking Analysis Consultant
Curtain Wall Consultant (Curtain Wall, Skylights & Special Roof Structures)
Retail Market Analysis Consultant
Landscape Design Consultant
Quantity Surveying & Cost Estimating Consultant
Furniture Design Consultant
Geotechnical, Civil Engineering & Structural Engineering Consultant (including structural performance under fire and earthquake conditions, resistance to fire-induced progressive damage and disproportionate damage … and also including climate resilience)
Art, Artefact and Accessories Consultant & Procurement Services for Art, Artefacts, and Accessories
Tenant Storefront Design Consultant
Helicopter Landing Pad Design Consultant
Universal Design / Accessibility for All Consultant [including access to the building, electronic, information and communication technologies (EICT’s), and services offered at the hotel … and including fire safety, protection and evacuation for all]
2. The ‘Design Professional in Responsible Charge’ !
The Project Design Agreement requests that the Client receive advice on who might be the different Specialist Consultants listed above. In addition, it will be necessary to demarcate the boundaries within which each Consultant will operate … and, where appropriate, to prescribe a design performance target (see below) for each speciality … which must be ‘realized’ in the completed and occupied building !
Recalling the many previous posts, here on this Technical Blog, concerning NIST’s 2005 & 2008 Recommendations on the 9-11 World Trade Centre Building Collapses in New York City … ‘somebody’ must ensure that the many individuals and organizations listed above – members of the Larger (2nd Stage) Design Team – use consistent design data and assumptions … must co-ordinate design documents and specifications to identify overlaps and eliminate gaps … must serve as ultimate liaison between the Client, the Local Design Institute, AHJ officials, and the Construction Organization(s) … and must ensure that everybody is on the same communication wavelength, and working towards the same objective in a trans-disciplinary manner.
That ‘Somebody’ … the Design Professional in Responsible Charge … must be the Project Design Architect !
3. Some Sustainable Design Performance Targets
Actual construction and building user performance shall be carefully (i.e. reliably and precisely) monitored … and independently verified …
A.Basic Functional Requirements … the Building shall comply with the Basic Requirements for Construction Works – elaborated in Annex I of European Union (EU) Regulation No.305/2011 of the European Parliament and of the Council, of 9 March 2011, laying down Harmonized Conditions for the Marketing of Construction Products and Repealing Council Directive 89/106/EEC.
B.Good Indoor Air Quality (IAQ) … Two high-level performance indicators have been developed with the aim of protecting Human Health, and are both now referenced in International Standard ISO 21542: ‘Building Construction – Accessibility & Usability of the Built Environment’ …
– Radon Activity (incl. Rn-222, Rn-220, RnD) in a building should, on average, fall within the range of 10 Bq/m3 to 40 Bq/m3, but shall at no time exceed 60 Bq/m3 ;
– Carbon Dioxide (CO2) Concentrations in a building should not significantly exceed average external levels – typically within the range of 300 parts per million (ppm) to 500 ppm – and shall at no time exceed 800 ppm.
C.Energy Conservation & Efficiency + A ‘Positive Energy’ Return + Assured Building User Thermal Comfort
… this is how we would like to help you … whether you are an individual, or an organization … whether you are located in Ireland, Italy or Turkey … some other part of Europe, the Arab Gulf Region, India, Japan, China … or wherever !
And … we can, if requested or necessary, work in collaboration with local partners in those different geographical regions.
– FireOx International is the Fire Engineering Division of Sustainable Design International Ltd. (SDI) –
Fundamentally, the 9-11 World Trade Center Incident in New York (2001) was an Extreme ‘Real’ Fire Event. It presented the International Fire Engineering Community with a catastrophic failure in conventional practices and procedures related to:
Fire Engineering, Structural Engineering, and Architectural Design ;
Human Building Management Systems ;
Emergency Response by Firefighters, Rescue Teams, and Medical Personnel ;
National and Local Organizations Having Authority or Jurisdiction (AHJ’s) ;
… and with the serious problem of entirely inadequate Fire Safety Objectives in the building legislation, model codes and design standards of the most economically advanced countries in the world.
Those people who understand the building design process, and have experience as construction practitioners, have long realised that the lessons from 9-11 must be applied across the full spectrum of building types … not just to tall buildings. Right up to the present day, unfortunately, many people in the International Fire Engineering Community are either unwilling, or unable, to do this.
Furthermore … Fire Engineering, Architectural Design and Structural Engineering must, of urgent necessity, be seamlessly conjoined … with the aim of removing misunderstandings and the wide gaps in client service delivery between the different disciplines.
In 2002, a series of Long-Term 9-11 Survivor Health Studies commenced in the USA … and in 2005 and 2008, the U.S. National Institute of Standards and Technology (NIST) issued a series of Post 9-11 Critical Recommendations concerning the design, construction, management and operation of buildings.
At FireOx International … we have fully integrated this essential design guidance into our frontline fire engineering and architectural practice … we have developed unique and practical solutions for worldwide application, some of which appear in International Standard ISO 21542: ‘Building Construction – Accessibility & Usability of the Built Environment’, published in December 2011.
FireOx International’s Commitment to You
As a necessary response to the New 21st Century Paradigm of Real Extreme Event in a Built Environment which is becoming more and more complex … is subject to climate change and severe weather events … and is vulnerable to malign and malevolent disruption –
WE are committed to … the implementation of a Sustainable Human Environment which is Fire Safe and Secure for All, meaning that an ‘appropriate project-specific fire safety level’ is our fire engineering objective, with ‘human health protection’ targeted as a priority … through the use of innovative, reliability-based and person-centred sustainable design practices and procedures.
What is an ‘Appropriate Fire Safety Level’ in Your Building or Facility ?
It is rarely, if ever, explained to clients/client organizations that the Minimal Fire Safety Objectives in building legislation are focused solely on protecting the ‘interests’ of society, not those of the individual … are, quite often, inadequate and/or flawed … and are, always, revised only after the latest tragedy !
To properly protect Your Interests as a client/client organization … we strongly advise that the Appropriate Level of Fire Safety in Your Building or Facility should exceed the minimal level of safety required by building legislation. We would also caution that, in many jurisdictions (e.g. India), compliance with national building legislation is voluntary.
Which raises the issues of whether or not you will actually get what you pay for, and whether or not the Fire Protection Measures in Your Building or Facility are reliable (in other words, will they perform as intended at the time of a ‘real’ fire, which may occur at any time in a building’s long life cycle) !?! Competent Technical Control of Design and Construction, independent of the design and construction organization(s), is essential.
You should carefully consider the following spectrum of issues which may be directly relevant to Your Project. Following a process of consultation with you, we then develop Project-Specific Fire Engineering Design Objectives … bearing in mind that you must also comply with safety at work, anti-discrimination, and environmental legislation, etc … maintain business continuity, etc … be energy efficient, etc … and be socially responsible, etc …
– Protection of the Health of All Building Users … including People with Activity Limitations (2001 WHO ICF), Visitors to the building or facility who may 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 or Facility, 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 (social – built – virtual – economic) … including Fitness for Intended Use and Life Cycle Costing of fire engineering related products and systems, etc … fixed, installed or otherwise incorporated in the building or facility ;
– Protection of the Natural Environment from Harm, i.e. Adverse or Damaging Impacts.
FireOx International – Our Fire Engineering Services
WE will advise you on Fire Safety Policy, Fire Safety Strategy Development, Fire Safety Implementation … and, whether you are within or from outside the European Union, on CE Marking of Fire Protection Related Construction Products ;
WE understand the process of Design, particularly the new language of Sustainable Design … and we will produce Creative Fire Engineering Solutions for Your Project ;
WE are thoroughly familiar with the intricacies of Building Sites … and we will verify and/or validate Design Compliance during construction, and at project completion … and, if requested or necessary, as a completely Independent Technical Controller ;
WE communicate easily and effectively with other Professional Design Disciplines, including architects and structural engineers … and we will act as fully participating members of Your Project Design & Construction Team … and, if requested or necessary, as the Design Professional in Responsible Charge** ;
Are adapted to Local Geography, Climate/Climate Change, Social Need, Culture, Economy … and Severe Events (e.g. earthquakes, flooding) ;
Are ‘Reliability-Based’, i.e. that design process based on practical experience, competence and an examination of real extreme events, e.g. 2001 WTC 9-11 & 2008 Mumbai Attacks, and 2011 Fukushima Nuclear Incident … rather than theory alone ;
Are ‘Person-Centred’, i.e. that design process which places ‘real’ people at the centre of creative endeavours and gives due consideration to their responsible needs, and their health, safety, welfare and security in the Human Environment.
It is there, not here, that we define Sustainable Human & Social Development … and describe how our Practice is responding to this open, intricate, dynamic, and still evolving concept. The resulting transformation in how frontline services are provided to our Clients/Client Organizations ensures a much more comfortable ‘fit’ to their needs … and a greater level of protection, safety and security for society !
[** 2005 NIST(USA) Final Report on 9-11 World Trade Center 1 & 2 Tower Collapses
– Footnote 49 –
… the Design Professional in Responsible Charge – usually the lead architect – ensures that the (Design) Team Members use consistent design data and assumptions, co-ordinates overlapping specifications, and serves as the liaison with enforcement and review officials, and with the client or client organization. ]
” In the early hours of the morning of Saturday, 14th February 1981, a disastrous fire swept through a building called the Stardust in the North Dublin suburb of Artane during the course of a St. Valentine’s Night ‘disco’ dance. Forty eight people were killed and one hundred and twenty eight seriously injured. The overwhelming majority of the victims were young people. “
‘Introduction’, Report of the Tribunal of Inquiry on the Fire at the Stardust, Artane, Dublin, on the 14th February 1981. Report dated 30 June 1982.
As a young architect in private practice … I witnessed, at first hand, the Dublin Fire ‘Establishment’ disappear from public view, without trace, after the Stardust Fire Tragedy. It was almost impossible, for at least a year afterwards, to have a meeting with any Fire Prevention Officer in the Dublin Fire Authority. This was a very valuable lesson.
Later, following the publication of the Stardust Tribunal Report … were its Recommendations implemented … with urgency … and conscientiously ? No way. For example, it was more than ten years after the Stardust Fire before an inadequate system of legal National Building Regulations was introduced in Ireland. And to this day, the system of AHJ monitoring of construction quality, throughout the country, is weak and ineffective … lacking both competent personnel and resources !
The proof of the pudding is in the eating … and one of the results, also in Dublin, has been last year’s debacle at the Priory Hall Apartment Complex … where all of the residents had to leave their expensive apartments for fire safety (and many other) reasons. The tip of a very large iceberg. See my post, dated 18 October 2011 .
And this is where the problems usually begin …
” There has been a tendency among students of architecture and engineering to regard fire safety as simply a question of knowing what is required in terms of compliance with the regulations. The recommendation of the Tribunal of Enquiry into the Summerland Disaster that those responsible for the design of buildings should treat fire safety as an integral part of the design concept itself, has not yet been reflected in the approach to the subject at university level. There is still clearly a need for a new approach to the structuring of such courses which will in time bring to an end the attitude of mind, too prevalent at the moment, that compliance with fire safety requirements is something that can be dealt with outside the context of the overall design of the building. “
‘Chapter 9 – Conclusions & Recommendations’, Report of the Tribunal of Inquiry on the Fire at the Stardust, Artane, Dublin, on the 14th February 1981. Report dated 30 June 1982.
This Recommendation has still not been implemented … and note the reference to the earlier fire at the Summerland Leisure Centre in 1973, on the Isle of Man, when 50 people were killed and 80 seriously injured.
Today … the same attitude of mind, described so well above, stubbornly persists in all sectors, and in all disciplines, of the International Construction Industry … even within ISO Technical Committee 92: ‘Fire Safety’ !
Which brings me, neatly, to the recent question posed by Mr. Glenn Horton on the Society of Fire Protection Engineers (SFPE-USA) Page of LinkedIn ( http://www.linkedin.com/groups?gid=96627 ). As usual, the shortest questions can prove to be the most difficult to answer …
” Can you expand on, or point to where anyone has discussed, the ‘very flawed design approach’ please ? “
ESSENTIAL PRELIMINARIES …
1. Foundation Documents
I am assuming that ‘people-who-need-to know’, at international level, are familiar with the Recommendations contained in these 2 Reports …
NIST (National Institute of Standards and Technology). September 2005. Federal Building and Fire Safety Investigation of the World Trade Center Disaster: Final Report on the Collapse of the World Trade Center Towers.NIST NCSTAR 1Gaithersburg, MD, USA ;
NIST (National Institute of Standards and Technology). August 2008. Federal Building and Fire Safety Investigation of the World Trade Center Disaster: Final Report on the Collapse of World Trade Center Building 7.NIST NCSTAR 1A Gaithersburg, MD, USA ;
However … I am utterly dismayed by the number of ‘people-who-need-to know’ … who do not know … and have never even bothered to dip into the 2 NIST Reports … or the many long-term Post 9-11 Health Studies on Survivors which have already revealed much priceless ‘real’ information about the short and medium term adverse impacts on human health caused by fire !
CIB W14 Research Working Group IV would again strongly caution that Fire-Induced Progressive Damage and Disproportionate Damage are fundamental concepts to be applied in the structural design of all building types.
2. Technical Terminology
While attending the ISO TC92 Meetings in Thessaloniki, during the last week of April 2012, I noticed not just one reference to ‘fire doors’ in a Draft ISO Fire Standard … but many. It surprised me, since I thought this issue had been successfully resolved, at ISO level, many years ago. There is no such thing as a ‘fire door’ … and the careless referencing of such an object, which has no meaning, in building codes and standards has caused countless problems on real construction sites during the last 20-30 years.
Please follow this line of thought …
Fire Resistance: The inherent capability of a building assembly, or an element of construction, to resist the passage of heat, smoke and flame for a specified time during a fire.
Doorset: A building component consisting of a fixed part (the door frame), one or more movable parts (the door leaves), and their hardware, the function of which is to allow, or to prevent, access and egress.
[Commentary: A doorset may also include a door saddle / sill / threshold.]
Fire Resisting Doorset / Shutter Assembly: A doorset / shutter assembly, properly installed or mounted on site, the function of which is to resist the passage of heat, smoke and flame for a specified time during a fire.
… and so we arrive at the correct term … Fire Resisting Doorset … which, as an added bonus, also alerts building designers, construction organizations, and even AHJ inspectors, to the fact that there is more involved here than merely a door leaf.
Now then, I wonder … how, in any sane and rational world, can the term Fire Resistance be used in relation to structural performance during a fire, and the cooling-phase afterwards ? Yet, this is exactly what I read in the building codes of many different jurisdictions. Do people understand what is actually going on ? Or, is the language of Conventional Fire Engineering so illogical and opaque that it is nearly impossible to understand ?
And … if this problem exists within the International Fire Science & Engineering Community … how is it possible to communicate effectively with other design disciplines at any stage during real construction projects. The artificial environments found in academia are not my immediate concern.
3. Fire Research & Development outside CIB W14 & ISO TC92
In 2012 … there is something very wrong when you have to struggle to persuade a group of people who are developing an ISO Standard on Design Fire Scenarios … that they must consider Environmental Impact as one of the major consequences of a fire to be minimized … along with ‘property losses’ and ‘occupant impact’. This is no longer an option.
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.
So … how timely, and relevant to practitioners, are ISO Fire Standards ? Perhaps … obsolete at publication … and not very ??
And … there is lot more to the Built Environment than buildings …
Built Environment: Anywhere there is, or has been, a man-made or wrought (worked) intervention in the natural environment, e.g. cities, towns, villages, rural settlements, service utilities, transport systems, roads, bridges, tunnels, and cultivated lands, lakes, rivers, coasts, and seas, etc … including the virtual environment.
We should be very conscious that valuable fire-related research takes place outside, and unrelated to, the established fire engineering groupings of CIB W14 & ISO TC92. But I am curious as to why this research is not properly acknowledged by, or encouraged and fostered within, the ‘system’ ?
Example A: Responding to Recommendation 18 in the 2005 NIST WTC Report … a Multi-Disciplinary Design Team published an article in the magazine Bâtiment et Sécurité (October 2005) on The PolyCentric Tower. I very much enjoy giving practitioners a small flavour of this work, whenever I make presentations at conferences and workshops …
Example B: In spite of a less than helpful submission (to put it mildly) from ISO TC92 Sub-Committee 4 … ISO 21542: ‘Building Construction – Accessibility & Usability of the Built Environment’ was finally published in December 2011 … but it was developed by a Sub-Committee of ISO TC59: ‘Buildings & Civil Engineering Works’ …
With the involvement and support of ISO Technical Committee 178: ‘Lifts, Elevators & Moving Walks’ during its long gestation … ISO 21542 is now able to indicate that all lifts/elevators in a building should be capable of being used for evacuation in the event of a fire. This is already a design feature in a small number of completed Tall Building Projects. Once more, this is no longer an option.
In addition … if a Fire Evacuation Staircase has a minimum unobstructed width of 1.5 m (from edge of handrail on one side of the staircase to edge of handrail on the opposite side) … this will be sufficient to facilitate the following tasks …
Assisted Evacuation by others, or Rescue by Firefighters, for those building users who cannot independently evacuate the building, e.g. people with activity limitations … shown above, on the right, is assistance being given by three people (one at each side, with one behind) to a person occupying a manual wheelchair ;
Contraflow Circulation … emergency access by firefighters entering a building and moving towards a fire, while people are still evacuating from the building to a ‘place of safety’ remote from the building … shown above, bottom left, is how not to design an evacuation staircase (!) ;
Stretcher Lifting … lifting a mobility-impaired person, who may be conscious or unconscious, on a stretcher ;
Firefighter Removal & Contraflow … shown above, top left, is removal of a firefighter from a building by colleagues in the event of injury, impairment, or a fire event induced health condition … while other firefighters may still be moving towards the fire.
Note that in a Fire Evacuation Staircase … all Handrails are continuous … each Stair Riser is a consistent 150 mm high … each Stair Tread/Going is a consistent 300 mm deep … and there are No Projecting Stair Nosings.
Most importantly … in order to assign sufficient building user space in the design of an Area of Rescue Assistance … ISO 21542 also provides the following Key Performance Indicator … just one aspect of a ‘maximum credible user scenario’ …
10% of people using a building (including visitors) have an impairment, which may be visual or hearing, mental, cognitive or psychological, or may be related to physical function, with some impairments not being identifiable.
Is There Any Connection Between Examples A & B ? There is, and it is a connection which is critical for public safety. The following Performance Indicator illustrates the point …
Innovative Structural Design – Perimeter Core Location – Design for Fire Evacuation – Evacuation for All
” A Building must not only remain Structurally Stable during a fire event, it must remain Serviceable for a period of time which facilitates:
Rescue by Firefighters of people with activity limitations waiting in areas of rescue assistance ;
Movement of the firefighters and those people with activity limitations, via safe and accessible routes, to Places of Safety remote from the building ;
With an assurance of Health, Safety & Welfare during the course of this process of Assisted Evacuation. “
[Refer also to the Basic Requirements for Construction Works in Annex I of the European Union’s Construction Product Regulation 305/2011 – included as Appendix II of the CIB W14 WG IV Reflection Document. Are the Basic Requirements being interpreted properly … or even adequately ??]
ANSWERS TO THE QUESTION …
The Greek Paper is included as Appendix I of CIB W14 WG IV Reflection Document … in order to show that Fire-Induced Progressive Damage is also an issue in buildings with a reinforced concrete frame structure. It is more straightforward, here, to concentrate on buildings with a steel frame structure.
a) Use of ‘Fire Resistance'(?) Tables for Structural Elements
We should all be familiar with these sorts of Tables. The information they contain is generated from this type of standard test configuration in a fire test laboratory …
… and this sort of criterion for ‘loadbearing horizontal elements’ in a fire test standard …
A single isolated loaded steel beam, simply supported, is being tested. As deflection is the only type of deformation being observed and measured … the critical temperature of the steel, i.e. the point when material strength begins to fail rapidly and the rate of beam deflection increases dramatically … is the sole focus for all stakeholders.
Using these Tables, it is very difficult to escape the conclusion that we are merely interior decorators … applying flimsy thermal insulation products to some steel structural elements (not all !) … according to an old, too narrowly focused, almost static (‘cold form’) recipe, which has little to do with how today’s real buildings react to real fires !
This ‘non-design’ approach is entirely inadequate.
With regard to the use of these Tables in Ireland’s Building Regulations (Technical Guidance Document B), I recently submitted the comments below to the relevant Irish AHJ. These same comments could just as easily apply to the use of similar Tables in the Building Regulations for England & Wales (Approved Document B) …
” You should be aware that Table A1 and Table A2 are only appropriate for use by designers in the case of single, isolated steel structural elements.
In steel structural frame systems, no consideration is given in the Tables to adequate fire protection of connections … or limiting the thermal expansion (and other types of deformation) in fire of steel structural elements … in order to reduce the adverse effects of one element’s behaviour on the rest of the frame and/or adjoining non-loadbearing fire resisting elements of construction.
In the case of steel structural frame systems, therefore, the minimum fire protection to be afforded to ALL steel structural elements, including connections, should be 2 Hours. Connections should also be designed and constructed to be sufficiently robust during the course of a fire incident. This one small revision will contribute greatly towards preventing Fire-Induced Progressive Damage in buildings … a related, but different, structural concept to Disproportionate Damage …
The failure of a building’s structural system (i) remote from the scene of an isolated overloading action; and (ii) to an extent which is not in reasonable proportion to that action.
Fire-Induced Progressive Damage
The sequential growth and intensification of structural deformation and displacement, beyond fire engineering design parameters, and the eventual failure of elements of construction in a building – during a fire and the ‘cooling phase’ afterwards – which, if unchecked, will result in disproportionate damage, and may lead to total building collapse. “
Coming from this background and heritage … it is very difficult to communicate with mainstream, ambient structural engineers who are speaking the language of structural reliability, limit state design and serviceability limit states.
b) NIST Report: ‘Best Practice Guidelines for Structural Fire Resistance Design of Concrete and Steel Buildings’ (NISTIR 7563 – February 2009)
At the end of Page 18 in NISTIR 7563 …
” 2.7.2 Multi-Storey Frame Buildings
In recent years, the fire performance of large-frame structures has been shown in some instances to be better than the fire resistance of the individual structural elements (Moore and Lennon 1997). These observations have been supported by extensive computer analyses, including Franssen, Schleich, and Cajot (1995) who showed that, when axial restraint from thermal expansion of the members is included in the analysis of a frame building, the behaviour is different from that of the column and beam analyzed separately.
A large series of full-scale fire tests was carried out between 1994 and 1996 in the Cardington Laboratory of the Building Research Establishment in England. A full-size eight-storey steel building was constructed with composite reinforced concrete slabs on exposed metal decking, supported on steel beams with no applied fire protection other than a suspended ceiling in some tests. The steel columns were fire-protected. A number of fire tests were carried out on parts of one floor of the building, resulting in steel beam temperatures up to 1000 °C, leading to deflections up to 600 mm but no collapse and generally no integrity failures (Martin and Moore 1997). “
Those were Experimental Fire Tests at Cardington, not Real Fires … on ‘Engineered’ Test Constructions, not Real Buildings !! And … incredibly, for a 2009 document … there is no mention at all of World Trade Center Buildings 1, 2 or 7 !?! Where did they disappear to, I wonder ? Too hot to handle ???
Computer Model Verification and Validation (V&V) are very problematic issues within the International Fire Science and Engineering Community. The expected outcome of a Model V&V Process, however, is a quantified level of agreement between experimental data (and, if available, real data) and model prediction … as well as the predictive accuracy of the model.
Now … please meditate carefully on the following …
NIST recommends that the technical basis for the century-old standard for fire resistance testing of components, assemblies and systems be improved through a national effort. Necessary guidance also should be developed for extrapolating the results of tested assemblies to prototypical building systems. A key step in fulfilling this Recommendation is to establish a capability for studying and testing components, assemblies, and systems under realistic fire and load conditions.
Of particular concern is that the Standard Fire Resistance Test does not adequately capture important thermally-induced interactions between structural sub-systems, elements, and connections that are critical to structural integrity. System-level interactions, especially due to thermal expansion, are not considered in the standard test method since columns, girders, and floor sub-assemblies are tested separately. Also, the performance of connections under both gravity and thermal effects is not considered. The United States currently does not have the capability for studying and testing these important fire-induced phenomena critical to structural safety.
Relevance to WTC 7: The floor systems failed in WTC 7 at shorter fire exposure times than the specified fire rating (two hours) and at lower temperatures because thermal effects within the structural system, especially thermal expansion, were not considered in setting the endpoint criteria when using the ASTM E 110 or equivalent testing standard. The structural breakdowns that led to the initiating event, and the eventual collapse of WTC 7, occurred at temperatures that were hundreds of degrees below the criteria that determine structural fire resistance ratings. “
The design approach outlined in NISTIR 7563 is not only very flawed … it lacks any validity … because very relevant and important real fire data has been totally ignored. The Cardington Experimental Fires were not all that they seemed.
c) Current ISO TC92 International Case Study Comparison
Structural Fire Engineering Design of an Airport Terminal Building serving the Capital City of a large country (which shall remain nameless) … constructed using Portal Steel Frames …
My first concern is that the Structural Fire Engineering Design has been undertaken in isolation from other aspects of the Building’s Fire Engineering Design.
On Page 3 of the Case Study Report …
” 4.2 Objectives & Functional Requirements for Fire Safety of Structures
The fire safety objectives of the airport terminal emphasize the safety of life, conservation of property, continuity of operations and protection of the environment. “
Should these not be the Project-Specific Fire Engineering Design Objectives ? Since when, for example, is ‘continuity of operations’ a concern in building codes ??
On Page 7 of the Case Study Report …
” 5.3 Identify Objectives, Functional Requirements & Performance Criteria for Fire Safety of Structure
The Fire Safety Objective of the Steel Structure: There should be no serious damage to the structure or successive collapse in case of fire.
The Functional Requirements are defined as the followings:
(1) Prevent or limit the structural failure in case of fire so as to prevent the fire from spreading within the compartment or to the adjacent fire compartment or the adjacent buildings (to prevent fire spread) ;
(2) Prevent or limit the partial structural failure in case of fire so as to protect the life safety of the occupants and firefighters (to protect life safety) ;
(3) Prevent or limit the structural deformation or collapse so as not to increase the cost or difficulties of the after-fire restoration (to reduce reconstruction cost).
One of the following Performance Requirements shall be met:
(1) The load-bearing capacity of the structure (Rd) shall not be less than the combined effect (Sm) within the required time, that is Rd ≥ Sm. (The maximum permitted deflection for the steel beam shall not be larger than L/400, and the maximum stress of the structure under fire conditions shall not be larger than fyT) ; or
(2) The fire resistance rating of the steel structure (td) shall not be less than the required fire resistance rating (tm), that is, td ≥ tm ; or
(3) Td – the critical internal temperature of the steel structure at its ultimate state shall not be less than Tm (the maximum temperature of the structure within required fire resistance time duration), that is Td ≥ Tm. (300 ℃) “
Once again … we see an emphasis on critical temperature, beam deflection (only), and material strength. L/400 is an impressive Fire Serviceability Limit State … a different world from L/20 or L/30 … but what about other important types of steel structural member deformation, e.g. thermal expansion and distortion ??
Furthermore … if there is a major fire in the area under the lower roof (see Section above) … because of structural continuity, any serious impact on the small frame will also have an impact on the large frame. For Structural Fire Engineering reasons … would it not be wiser to break the structural continuity … and have the small and large portal frames act independently ?
It is proposed that the Portal Frames will NOT be fully fire protected … just the columns, up to a height of 8 metres only. If ‘conservation of property’ and ‘continuity of operations’ are important fire engineering design objectives in this project … why isn’t all of the steel being fully protected ??? What would be the additional cost, as a percentage of the total project cost ?
What exactly is infallible about current Design Fires and Design Fire Scenarios ??? Not much. And in the case of this particular building, should a ‘maximum credible fire scenario’ be at least considered ?
And … what is the fire protection material, product or system being used to protect the Portal Frames ? Will it be applied, fixed or installed correctly ? What is its durability ? Will it be able to resist mechanical damage during the construction process … and afterwards, during the fire event ? What is the reliability of this form of fire protection measure ??