Building Regulations and Insulated Sandwich Panel

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Building Regulations and Insulated Sandwich Panel John Clampett John Clampett Consulting John Clampett Consulting

Transcript of Building Regulations and Insulated Sandwich Panel

Page 1: Building Regulations and Insulated Sandwich Panel

Building Regulations and

Insulated Sandwich Panel

John Clampett John Clampett Consulting

John Clampett Consulting

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Numerous examples of where product manufacturers, developers, importers and builders have either invested in R & D, testing program or construction work to find that they have taken the wrong path simply because they were not aware of the requirements.

John Clampett Consulting

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•Building Code Compliance and meeting insurance criteria are not the same thing! •The Building Code is a life safety code, spread of fire to adjoining buildings and protection of fire fighters only. •Not property protection. •Common worldwide

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• Building Act

• Building Regulations

• National Construction Code

• Australian standards

• Fire testing

• Alternative Solutions

• Fire Safety Engineering

• Research update

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• Volume 1 - for building classes 2 to 9; and

• Volume 2 - for building classes 1 and 10, known as the “Housing Provisions”.

• Volume 3 – Plumbing Code

• Guide To Volume 1

• State Variations

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•ISP’s are used in all building classifications – not just warehouses and factories and food industry.

•Internal walls, external walls, facades, roofing, ceilings etc

•Building attachments such as decorative cladding, awnings, sunshades etc

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Class 1(a) – a single dwelling or attached dwellings

Class 1(b) - one or more buildings that constitute a boarding house, guest house, hostel (ie: not exceeding 12 persons or 300m2 in area).

Class 2 – building containing 2 or more units (eg: flats, apartments).

Class 3 – a residential building for a number of persons such as a large scale boarding house, guest house, hostel, the residential part of a hotel, motel, school, etc.

Class 4 – a dwelling unit that is a part of a commercial use (a caretakers/managers flat).

Class 5 – an office building.

Class 6 – a shop or other building where goods or services are retailed direct public.

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Class 7(a) – a car park building.

Class 7(b) – a storage building or building where goods are wholesaled (eg: a warehouse).

Class 8 – a laboratory or a building where a process takes place (eg: factory, workshop, etc).

Class 9(a) – a health care building (eg: a hospital, clinic, etc).

Class 9(b) – an assembly building (eg: community hall, sports hall, etc)

Class 9(c) – an aged care building.

Class 10(a) – a non-habitable building being a private garage, shed, or the like.

Class 10(b) – a structure (eg: a fence, wall, mast, swimming pool, etc).

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• Objectives – a statement that is considered to reflect community expectations.

• Functional Statements – statements of how a building achieves the objective.

• Performance Requirements – the level of

performance a building solution must meet (ie: the minimum standard).

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The way in which the performance requirements are met. The solution may be: •One that complies with the deemed-to-satisfy provisions or •An alternate solution or •a combination of both.

The deemed-to-satisfy provisions are the “black and white” solutions and if followed ensure compliance with the performance requirements. Alternate solutions allow for innovative design and use of materials and normally require certification by an expert in the particular field.

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Section A – General Provisions Section B – Structure Section C – Fire Resistance • Type of Construction • Fire Source Feature • Fire-Resistance Level (FRL):

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Section D – Access & Egress Section E - Services & Equipment Section F – Health & Amenity Section G - Ancillary Provisions Section H – Special Use Buildings Section I – Maintenance

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Section 1 – General Provisions Section 2 – Performance Provisions Section 3 – Acceptable Construction

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Subject to A2.3 and A2.4, evidence to support that the use of a material, form of construction or design meets a Performance Requirement or a Deemed-to-Satisfy Provision may be in the form of one or a combination of the following:

(i) A report issued by a Registered Testing Authority, showing that the material or form of construction has been submitted to the tests listed in the report, and setting out the results of those tests and any other relevant information that demonstrates its suitability for use in the building.

(ii) A current Certificate of Conformity or a current Certificate of Accreditation.

(iii) A certificate from a professional engineer or other appropriately qualified person which—

(A) certifies that a material, design, or form of construction complies with the requirements of the BCA; and

(B) sets out the basis on which it is given and the extent to which relevant specifications, rules, codes of practice or other publications have been relied upon.

(iv) A current certificate issued by a product certification body that has been accredited by the Joint Accreditation System of Australia and New Zealand (JAS-ANZ).

(v) * * * * *

(vi) Any other form of documentary evidence that correctly describes the properties and performance of the material,

(b) Evidence to support that a calculation method complies with an ABCB protocol may be in the form of one or a combination of the following:

(i) A certificate from a professional engineer or other appropriately qualified person which—

(A) certifies that the calculation method complies with a relevant ABCB protocol; and

(B) sets out the basis on which it is given and the extent to which relevant specifications, rules, codes of practice and other publications have been relied upon.

(ii) Any other form of documentary evidence that correctly describes how the calculation method complies with a relevant ABCB protocol.

(c) Any copy of documentary evidence submitted, must be a complete copy of the original report or document.

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•International and what is accepted here in Australia

•Warning on non Australian testing.

•Either over investing or under investing.

•Get independent advice before testing. John Clampett Consulting

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A2.3 Fire-resistance of building elements

Where a Deemed-to-Satisfy Provision requires a building element to have an FRL, it must be determined in accordance with Specification A2.3.

Registered Testing Authority means—(a) an organisation registered by the National Association of Testing Authorities (NATA) to test in the relevant field; or

(b) an organisation outside Australia registered by an authority recognised by NATA through a mutual recognition agreement; or

(c) an organisation recognised as being a Registered Testing Authority under legislation at the time the test was undertaken.

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•Fire rated or Fire-resisting, applied to a building element, means having an FRL appropriate for that element. •Fire-resisting construction means one of the Types of construction referred to in Part C1. •Fire-resistance level (FRL) means the grading periods in minutes determined in accordance with Specification A2.3, for the following criteria— •(a) structural adequacy; and •(b) integrity; and •(c) insulation, and expressed in that order. 60/60/60 John Clampett Consulting

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•How Standards operate. •Committees •Published but not law until called up by a regulation e.g. the Building Code of Australia. •But can be seen as best practice even if not called up. •BCA call up process and listed in BCA.

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•Class 7b and 8.

•Type of construction A, B or C -Size, height and use

•Fire rating of external walls – closer than 3 metres to title boundary.

•Internal fire rated walls for compartmentation.

•Building size – compartmentation , floor area and building volume

•Sprinklers – Compartment size, special hazards, State Variations,

•Part E2.2, - Smoke Control

•Large Isolated Buildings.

• Less than 1800M2 or less than 10800M3

•Greater than 1800m2 or greater than 10800M3

•Addresses – sprinklers, automatic detection, smoke control and fire brigade vehicular access.

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• Be aware of what of what the fire engineer is proposing or imposing.

• Maintenance of Essential Services

• Don’t underestimate the influence of the fire brigades.

• Large isolated buildings.

• Approval Process can vary between States.

• Code of Practice is having an impact. All fire brigades insisting on it now.

• Choose the fire engineer and certifier carefully as many take the easy compliance road and some look for a fight with the approval authorities.

• Pick your own.

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AFAC Support

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Product development, import/exporting, market segmentation etc

• Don’t do above until you know you can.

Regulatory Acceptability.

• Make sure your product and construction methodology complies in Australia.

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References

ISO 9705:1993(E), Fire Tests – Full-scale room tests for surface products, Switzerland: International Standards Organization.

Australian Building Codes Board. 2006. Building Code of Australia Specification C.1.10. ABCB, Canberra, Australia.

European Commission (CEN). 2006. EN 14509. Self-supporting double skin metal faced insulating panels - Factory made products – Specifications.

European Commission (CEN). 2002. EN 13823. Reaction to fire tests for building products – Building products excluding floorings exposed to the thermal attack by a single burning item.

Standards Australia. 1998. AS/NZS 3837:1998 Method of Test for Heat and Smoke Release Rates for Materials and Products Using an Oxygen Consumption Calorimeter. Standards Australia.

Griffen, G.J. Bicknell, A.D. Bradbury, G.P. and White, N. 2006. Effect of Construction Method on the Fire Behaviour of Sandwich Panels with Expanded Polystyrene Cores in Room Fire Tests. Journal of Fire Sciences Volume 24. p275-293.

ISO 13874.1:2002. Reaction to fire test of sandwich panel building systems – Part 1: Test method for small rooms, International Organization for Standardization, Geneva.

ISO 13874.2:2002. Reaction to fire test of sandwich panel building systems – Part 2: Test method for large rooms, International Organization for Standardization, Geneva.

Messerschmidt B. 2007. The capabilities and limitations of the single burning item test. Proceedings Fire & Building Safety in the Single European Market.

Johansson P. and Van Hees P, 2001. Development of a Test Procedure for Sandwich Panels using ISO 9705 Philosophy. Nordtest project nr 1432-99. SP Rapport 2000:26, SP Swedish National Testing and Research Institute, Fire Technology, Boras.

I

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Axelsson J. and Van Hees P. 2004. New data for sandwich panels on the correlation between the SBI test method and the room corner reference scenario, Fire and Materials.

BRE. 2003. Final Report for Sector Group C – Sandwich Panels. Report on Experimental Programme and Recommendations. Report No. 210725.

Cooke, G. Metal faced sandwich panels with plastic foam cores - a challenge to fire safety. Fire Safety Engineering. Feb 2009.

Loss Prevention Standard LPS 1181: Part 1. Series of Fire Growth Tests for LPCB Approval and Listing of Construction Product Systems Part One: Requirements and Tests for Built-up Cladding and Sandwich Panel Systems for Use as the External Envelope of Buildings. BRE Certification 2005. United Kingdom.

Loss Prevention Certification Board. Loss Prevention Standard LPS 1181: Part 2. Series of Fire Growth Tests for LPCB Approval and Listing of Construction Product Systems Part One: Requirements and Tests for Built-up Cladding and Sandwich Panel Systems for Use as Internal Constructions in Buildings. BRE Global Ltd 2005. United Kingdom.

LPC Design Guide for the Fire Protection of Buildings: 2000: Fire Protection Association.

LPS 1208. 2005. LPCB Fire resistance requirements for elements of construction used to provide compartmentation. BRE Global Ltd.

FM Global 4880. 2005. Approval Standard for Class 1 Fire Rating of Wall or Wall and Roof/Ceiling Panels, Interior Finish Materials or Coatings, and Exterior Wall Systems. FM Approvals.

ISO 5660 -1: 2002. Reaction-to-fire tests -- Heat release, smoke production and mass loss rate -- Part 1: Heat release rate (cone calorimeter method). International Organization for Standardization, Geneva.

AS/NZS 3837:1998. Method of test for heat and smoke release rates for materials and products using an oxygen consumption calorimeter. Standards Australia / Standards New Zealand.

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Collier P.C.R. 2005. Flame Barriers for Foamed Plastics. Study Report No. 44. BRANZ Ltd. Porirua City.

EPSA-INC PMG 001:2010. Code of Practice.

BRE. 2003. Technical Briefing: Fire Performance of Sandwich Panel Systems. ABI Technical Bulletin on ‘Fire Performance of Sandwich Panels’. Updated in 2008.

Fire Code Reform Centre. 1998. Fire Performance of Wall and Ceiling Lining Materials. CRC Project 2 – Stage A, Fire Performance of Materials, Project Report FCRC – PR 98-02, Fire Code Reform Research Program. Sydney, Australia.

Property and Business Fire Protection - Insulated Panels Kingspan Insulated Panels P/L marketing publication – April 2007

International Fire Consultants. Sun Valley Fire – Revisited. Report undertaken for the British Plastics Federation.

Morgan, P. and Shipp, M.P. 1999. Firefighting options for fires involving sandwich panels. Home Office Fire Research and Development Group, UK.

BASF Aktiengesellschaft (BASF). 2001. Technical Information Styropor® 129 – Fire characteristics of Styropor foams. BASF, Ludwigshafen.

Hertzberg, T. et al. 2003. Particles and isocyanates from fires –SP Report 2003:05, SP Swedish National Testing and Research Institute.

Dr Gordon M E Cooke. 2000. Sandwich panels for external cladding – Fire safety issues and implication for the risk assessment process. Report commissioned by Eurisol – UK Mineral Wool Association.

Kingspan – Fire Statistic – http://www.kingspan.info/Fire-Statistic-1323.html

Richard Oliver International. Insulated Sandwich Panels – The risks and insurance concerns. Report prepared by Richard Oliver International, Sydney NSW.

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Collier, P.C.R. and Baker, G.B. 2004. Improving the Fire Performance of Polystyrene Insulated Panel in New Zealand – BRANZ April 2004 – New Zealand Fire Service Commission Report.

IPENZ. Coolstore Engineering in New Zealand. 2009. IPENZ Engineers New Zealand. Practice Note 15.

Fire violations kill twenty-five in chicken plant – Emergency Response and Research Institute Report 1991.

United States Fire Administration. Chicken Processing Plant Fires Hamlet, North Carolina, and North Little Rock, Arkansas. Technical Report Series.

Dalton, Alan J. 1998. Safety, health and environmental hazards at the workplace. Page 30 Published by Cassell.

HSE finds fire service at fault over firefighter deaths. Press report. http://www.guardian.co.uk/uk/2008/jan/16/firefighters.haroonsiddique

HSE Statement On Improvement Notice Served To Warwickshire Fire Service After Death Of Four Fire Fighters, UK. Press report. http://www.medicalnewstoday.com/articles/94429.php

Fire service bosses arrested over warehouse blaze that killed four. Press report. http://www.timesonline.co.uk/tol/news/uk/article7039387.ece

US Department of Homeland Security – U.S Fire administration/Technical Report Series “Abandoned Cold Storage Warehouse Multi-Firefighter Fatality Fire – Worcester, Massachusetts- USFA-TR-134/ December 1999.

New Zealand Fire Service. 2008. Paula Beever et al. Enquiry into the Explosion and Fire at IcepakCoolstores, Tamahere 5th April 2008, New Zealand Fire Service.

Atherstone on Stour fire investigation. Warwickshire County Council Audit and Standards Committee – 11 May 2010 Press Report May 2010.

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http://news.bbc.co.uk/go/pr/fr/-/2/hi/uk_news/england/coventry_warwickshire/8665001.stm

http://www.dailymail.co.uk/news/article-1261658/Fire-chief-Paul-Stephen-arrested-death-firefighter-son-Ashley-Atherstone-factory-blaze.html

New South Wales Fire Brigade. Performance of Expanded Polystyrene Foam Insulated Sandwich Panel Structures Under Fire Conditions. NSWFB Fire Operations Journal No. 3.

New South Wales Fire Brigade. Case Study #1 Greenacre Twelfth Alarm Meat processing Plant Fire. NSWFB Fire Operations Journal No. 3.

Building Research Association of New Zealand (BRANZ). FM4371 Report. Ad hoc testing to evaluate the phenomenon of fire spread within polystyrene Insulated Panels. May 2010.

Harrington, J. 2006. Lessons Learned from Understanding Warehouse Fires. Fire Protection Engineering.

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http://www.fpemag.com/archives/article.asp?issue_id=35&i=193

http://www.theage.com.au/national/firefighter-injured-in-factory-blaze-fgc9.html

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Nelligan, R,J. 2006. Guidelines for the use of expanded foam polystyrene panel systems in industrialbuildingsso as to minimise the risk of fire. Fire Engineering Research Report 06/1. Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand.

HeikkiSavolainen, Nicolas Kirchner: Toxicological Mechanisms Of Fire Smoke. The Internet Journal of Rescue and Disaster Medicine. 1998. Volume 1 Number 1. http://www.ispub.com/ostia/index.php?xmlFilePath=journals/ijrdm/vol1n1/smoke.xml

BASF..Technical Information38187, Ludwigshafen, Germany. February 1995. http://www.geosyscorp.com/Documents/BASF/BASF181.pdf

Babrauskas, V. 2003. Ignition Handbook. Chapter 7 Table 34. Fire Science Publishers. USA.

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European Chemical Agency (ECHA). 2008. Member State Committee Support Document for Identification of Hexabromocyclododecaneand All Major Diastereoisomers Identified as a Substance of Very High Concern. SVHC Support Document.

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Outcomes of Research Use of Case Studies

Spread within the panel

Combustibility

Toxicity

Improvements not publicised

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Additional Testing Fire spread within the panel a major concern. Tests

contradicted this view.

Building Research Association of New Zealand Research report 2004

Further verification testing at BRANZ in 2010

Demonstration NSWFB Londonderry in 2011

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Test Methodology

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Testing Comparison BRANZ Report 2004

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IPCA testing at BRANZ 2010

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NSWFB Londonderry

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Collaborative Process

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