1Student Handbook(For training purposes only)Compiled ByThe R&D TeamCPCCBC5001B – Apply building codes and standards to theconstruction process for medium rise building projects1. Access and interpret relevant code and standard requirements. 1.1.Relevant performance requirements from the BCA that apply to individual projects(described as low rise) are identified. Builders are granted only after being assessed against the relevant performance requirements fromthe BCA that apply to individual projects (described as low rise.This assessment method includes a method used for determining that a Building Solution complieswith the Performance Requirements.1.2. Requirements of relevant BCA deemed-to-satisfy (DTS) provisions are determined.Deemed-to-Satisfy Provisions means provisions which are deemed to satisfy the PerformanceRequirements.Deemed-to-Satisfy Provisions are elaborated in the BCA standards and codes as follows:(a) Where a Building Solution is proposed to comply with the Deemed-to-Satisfy Provisions,Performance Requirement BP1 .1 to BP1 .3 are satisfied by complying with 81.1, B1 .2, B1.4 and81.5.(b) Where a Building Solution is proposed as an Alternative Solution to the Deemed-to SatisfyProvisions of B 1.1, 81.2, 81 .4 and 81 .5, the relevant Performance Requirements must bedetermined in accordance with AO.10.Resistance to actionsThe resistance of a building or structure must be greater than the most critical action effectresulting from different combinations of actions, where-(a) the most critical action effect on a building or structure is determined in accordance with 81.2and the general design procedures contained in AS/NZS 1170.0; and(b) the resistance of a building or structure is determined in accordance with 81.4.Determination of individual actionsThe magnitude of individual actions must be determined in accordance with the following :(a) Permanent actions:(i) the design or known dimensions of the building or structure; and(ii) the unit weight of the construction; and(iii) AS/NZS 1170.1.(b) Imposed actions:(i) the known loads that will be imposed during the occupation or use of the building orstructure; and(ii) construction activity actions; and(iii) AS/NZS 1170.1.(c) Wind, snow and ice and earthquake actions:(i) the applicable annual probability of design event for safety, determined by-(ii)(A) assigning the building or structure an Importance Level in accordance with Table 81.2a; and(d) Actions not covered in (a), (b) and (c) above:3(i) the nature of the action; and(ii) the nature of the building or structure; and(iii) the Importance Level of the building or structure determined in accordance(e) For the purposes of (d) the actions include but are not limited to-(i) liquid pressure action; and(Ii) ground water action; and(iii) rainwater action (including ponding action); and(IV) earth pressure action; and(v) differential movement; and(vi) time dependent effects (including creep and shrinkage); and(vii) thermal effects; and(viii) ground movement caused by-(A) swelling, shrinkage or freezing of the subsoil; and(B) landslip or subsidence; and(C) siteworks associated with the building or structure; and(ix) construction activity actions.1.3. Requirements of relevant Australian standards referenced in the BCA are accessed andinterpreted accordingly.Compliance with the Performance Requirements can only be achieved by- (a) complying with theDeemed-to-Satisfy Provisions; or (b) formulating an Alternative Solution which- (i) complies with thePerformance Requirements; or (ii) is shown to be at least equivalent to the Deemed-fa-SatisfyProvisions; or (c) a combination of (a) and (b).Performance Requirement means a requirement which states the level of performance which aBuilding Solution must meet.PERFORMANCE REQUIREMENTA building or structure, during construction and use, with appropriate degrees of reliability, must- perform adequately under ali reasonably expected design actions; and withstand extreme or frequently repeated design actions; and be designed to sustain localdamage, with the structural system as a whole remaining stable and not being damaged toan extent disproportionate to the original local damage; and avoid causing damage to other properties, by resisting the actions to which it mayreasonably expect to be subjected.The actions to be considered to satisfy (a) include but are not limited to- permanent actions (dead loads); and imposed actions (live loads arising from occupancy and use); and wind action; and earthquake action; and snow action; and liquid pressure action; and ground water action; and rainwater action (including ponding action); and earth pressure action; and differential movement; and time dependent effects (including creep and shrinkage); and thermal effects; and ground movement caused byo swelling, shrinkage or freezing of the subsoil; and landslip or subsidence; ando siteworks associated with the building or structure; and construction activity actions; and termite actions.The structural resistance of materials and forms of construction must be determined using fivepercentile characteristic material properties with appropriate allowance for-(a) known construction activities; and(b) type of material; and(c) characteristics of the site; and(d) the degree of accuracy inherent in the methods used to assess the structural behaviour; and(e) action effects arising from the differential settlement of foundations, and from restraineddimensional changes due to temperature, moisture, shrinkage, creep and similar effects.Glass installations that are at risk of being subjected to human impact must have glazingthat-(a) if broken on impact, will break in a way that is not likely to cause injury to people;andBP1.2 NCC 2012 Building Code of Australia· Volume OneAustralian Building Codes Board Page 79(b) resists a reasonably foreseeable human impact without breaking; and(c) is protected or marked in a way that will reduce the likelihood of human impact. 2.2.3.Classify buildings.BCA requirements for multiple classification are identified and interpreted. Building Classifications2.1. Nature of a building is determined according to its use and arrangement.Building classification The BCA classifies buildings according to their use which in turn reflects thelevel of risk to which occupants are exposed. Generally, the system of classification places buildingsinto three use categories: • residential buildings (includes classes 2, 3 and 4) • commercial buildingssuch as offices, shops, warehouses and factories (includes classes 5, 6, 7 and 8) • buildings of apublic nature such as halls, hospitals and aged care facilities (class 9 buildings). The risk matrix hasallocated a level of risk to the various use categories considering the rise in storeys and vulnerabilityof the occupants. Essentially, it is considered that all building classes, with the exception of class 9,with a rise in storeys not exceeding three can be considered as low risk. The medium-risk levelapplies to all building classes except class 9 that have a rise in storeys of more than three. The highrisk level includes class 9 buildings and any class of building that has been determined to have animportance level of 3 or 4 in accordance with the BCA. Height and floor area Buildings are5considered to pose less risk to occupants where the rise in storeys is no greater than three and thesize of fire compartments does not exceed the maximum areas set out under the BCA. The requiredlevel of fire resistance and the type of fire safety systems required under the BCA mean occupantscan generally evacuate quickly and safely to open space. Buildings greater than three storeys aresubject to more complex requirements relating to fire resistance and have more complex fire safetysystems. These requirements are a reflection of the increased risks to occupants. This is particularlyimportant in those buildings involving permanent residency, where people sleep on a regular basisor where residents have high levels of dependency.The BCA is a nationally consistent technical document that represents the level of safety that meetscommunity expectations. Compliance with the BCA is the responsibility of local governmentauthorities.The BCA provides a classification system for a building or part of a building and is determined by thepurpose for which it is designed, constructed or adapted to be used.Summary Classifications BuildingClassType of buildingClass 1iii.iiiClass 1a – a single dwelling being. a detached house;one of a group of two or more attached dwellings, each being a building,seperated by a fire-resisting wall, including a row house, terrace house, townhouse or villa unit;Class 1b – a boarding house, guest house, hostel or the likeis not located above or below another dwelling or another Class of buildingother than a private garage.Class 2a building containing 2 or more sole-occupancy units each being a separatedwelling.Class 3b.c.d.e.Backpacker accommodation, residential parts of hotels or motels, residentialparts of schools, accommodation for the aged, disabled or children a residentialbuilding, other than a building of Class 1 or 2, which is a common place of longterm or transient living for a number of unrelated persons, including –a. a boarding-house, guest house, hostel, lodging-house or backpackersaccommodation; ora residential part of a hotel or motel; ora residential part of a school; oraccommodation for the aged, children or people with disabilities; ora residential part of a health-care building which accommodates members ofstaff; orf. a residential part of a detention centre. . with a total area of all floors not exceeding 300 m2 measured over theenclosing walls of the Class 1b; and. in which not more than 12 persons would ordinarily be resident, which Class 4a dwelling in a building that is Class 5, 6, 7, 8 or 9 if it is the only dwelling in thebuilding.Class 5an office building used for professional or commercial purposes, excludingbuildings of Class 6, 7, 8 or 9.Class 6b.c.a shop or other building for the sale of goods by retail or the supply of servicesdirect to the public, including?a. an eating room, cafe, restaurant, milk or soft-drink bar; ora dining room, bar, shop or kiosk part of a hotel or motel; ora hairdresser?s or barber?s shop, public laundry, or undertaker?sestablishment; ord. market or sale room, showroom, or service station.Class 7a. Class 7a – a carpark; orb. Class 7b – for storage, or display of goods or produce for sale bywholesale.Class 8a laboratory, or a building in which a handicraft or process for the production,assembling, altering, repairing, packing, finishing, or cleaning of goods orproduce is carried on for trade, sale, or gain.Class 9b.a. Class 9a – a health-care building, including those parts of the buildingset aside as a laboratory; orClass 9b – an assembly building, including a trade workshop, laboratory or thelike in a primary or secondary school, but excluding any other parts of thebuilding that are of another Class; orc. Class 9c – an aged care building.Class 10b.a. Class 10a – a non-habitable building being a private garage, carport,shed, or the like; orClass 10b – a structure being a fence, mast, antenna, retaining or free-standingwall, swimming pool, or the like.c. Class 10c — a private bushfire shelter. 126.96.36.199.BCA criteria to determine the defined classification are applied.BCA criteria to determine the defined classification are applied. 72.2.BCA criteria to determine the defined classification are applied.A building certifier is responsible for managing the building approval process with all relevantpractitioners. This important role ensures that all the aspects of the building work comply with thebuilding assessment provisions of the BA.Building certifiers are required to undertake sufficient inspections of buildings at stages at which thebuilding development approval states the work must be inspected. In practice, this means that abuilding certifier is required to take a holistic view of a building rather than just consider a singleaspect, such as structural adequacy. The BR requires mandatory inspections for more simplebuildings and structures, such as houses (class 1a buildings) and sheds and garages (class 10buildings and structures). Guidelines are available for these classes of buildings to assist buildingcertifiers to undertake inspections. The BR does not currently provide a similar inspection schedulefor class 2 to 9 buildings (which include multi storey residential buildings, office buildings, shops,public halls and commercial and industrial buildings 3.BCA.3.1.Analyse and apply a range of solutions to a construction problem for compliance with theRange of criteria that will ensure that construction methods comply with BCA performance requirements is determined.Legal status of these guidelines These guidelines are made under section 258 of the BA whichprovides for guidelines to be made to help achieve compliance with the BA. Section 133A of the BArequires a building certifier, in performing a function under the BA, to have regard to the guidelinesmade under section 258 of the BA. Section 24(2) of the BR requires that building certifiers must setout the stages of work that require inspection in the conditions of the building developmentapproval. Evidence of regard to guidelines made under the BA may assist a building certifier in theevent of a complaint about the performance of a building certification function.A risk level is established if all the criteria under a particular level are met. For example, a buildingwill be considered to have a low-risk level if it meets and does not exceed any of the risk factorcriteria for that level. If the criterion of one or more risk factors under the low-risk level is exceeded,the building’s risk level would be increased to the next relevant level.The risk matrix contained in these guidelines identifies three risk categories: low, medium and high.To establish the risk level, a building is assessed against five risk factors. Each risk factor containsbroad criteria against which to compare buildings so that a risk level can be established.This matrix is a guide to establishing the level of risk. There may be development proposals thatpresent unique risk factors that are not specifically addressed. In these cases the matrix should beconsidered in context, along with any additional unique factors, to arrive at a logical level of risk fora proposal.Risk factorsThe risk matrix comprises factors that are most likely to pose an element of risk for those occupyinga building. These risk factors range from the physical size of a building to its classification under theBCA. Also included are criteria relating to the experience of the design and building team. While thisaspect is not directly aligned with the requirements of the BCA, it is an important issue to consider inthe context of a building certifier’s statutory functions. The BCA is structured in a way that sets outstandards of construction based on general risk to the occupants of a building. For example, the BCAprovides that a single storey shop with a floor area of less than 500 m2 can be constructed to alower fire resistance level than a four storey shop with a floor area exceeding 2000 m2 . This reflectsthe higher risks to occupants required to exit a multi-storey building in the event of an emergency. Amulti-storey building under fire conditions must be capable of maintaining structural integrity sothat people can evacuate safely. The BCA also recognises that buildings of a public nature such aspublic halls, hospitals and aged care facilities pose greater risks to occupants than buildings used forbulk storage or manufacturing processes. Public buildings pose unique risks to occupants who maybe incapable of evacuating a building without assistance. The risk factors and their criteria arebroadly aligned with those set out in the various parts of the BCA. 3.2.Alternative solutions to a design or construction problem that will comply with BCArequirements are discussed and proposed in accordance with company policies and procedures.3.3.Performance-based solutions are identified and documented in accordance with BCA requirements.Alternative solutionsAlternative Solution means a Building Solution which complies with the Performance Requirementsother than by reason of satisfying the Deemed-la-Satisfy Provisions.As a performance-baseddocument, the BCA provides a framework for building solutions that can be achieved by altering ordeparting from the prescriptive deemed-tosatisfy requirements. Departing from the deemed-tosatisfy requirements of the BCA often means that a building must comply with a complex, one-off,specific design. The design will generally involve the coordination of multiple systems or methods ofconstruction within a building. Commonly, alternative solutions address changes to the type andlevel of fire safety systems incorporated in a building. These solutions directly relate to occupantsafety and will require a high level of scrutiny to ensure compliance. The use of alternative solutionsinvolving fire safety systems will therefore place the building into the high-risk level so that anappropriate amount of attention is paid to the inspection frequency and type. Some alternativesolutions relate to non-fire related matters such as access for people with disabilities or health andamenity issues such as ceiling heights and room sizes. While these solutions are as equally importantas those relating to fire safety, they are considered to attract less risk and should be scrutinisedaccordingly.3.4. Assessment methods referenced in the BCA to determine whether a building solutioncomplies with performance requirements or DTS provision of the BCA are analysed and applied.7. ASSESSMENT METHODS FOR ALTERNATIVE SOLUTIONS In determining whether the proposedAlternative Solution complies with the applicable Performance Requirements, the RBS must consider9the assessment methods set out in part A0.9 of the BCA. The application for building permit mustcontain detailed documentation which shows that the proposed Alternative Solution will complywith the applicable Performance Requirements with specific reference to the assessment methodsin A0.9. The RBS can review that material to determine whether the applicant has properly appliedand demonstrated compliance via those assessment methods. Practice Note 2014-63 Issued April2014 www.vba.vic.gov.au Page 4 of 5 If the application for a building permit does not containdocumentation which applies one or more of the assessment methods set out in Clause A0.9 ofVolume One or Clause 1.0.9 of Volume Two of the BCA the RBS should call for additionaldocumentation. In checking that the appropriate assessment methods have been used, the RBS canrely on the ‘expert judgement’ of an expert who has the qualifications, experience and is aRegistered Building Practitioner (where relevant) to determine whether the building solutioncomplies with the Performance Requirements. The expert to be relied upon should be anindependent third party. There may be times where the RBS will have qualifications and expertise ona particular matter and can rely on that knowledge. However, the RBS must be cautious aboutrelying solely on their expert judgement to confirm that the appropriate assessment methods havebeen used when assessing whether a proposed Alternative Solution complies with a PerformanceRequirement. The assessment methods generally rely on reports or documents from others. Thedocumentary evidence to support that the use of a material, form of construction or design meets aPerformance Requirement is set out in Clause A2.2 of Volume One or Clause 1.2.2 of Volume Two ofthe BCA. If an RBS were to rely only on their own judgment, this may not allow for a sufficientmeasure of independent assessment and may also expose the RBS to liability if their decision toaccept the Alternative Solution is unreasonable.Assessment MethodsThe NCC contains four Assessment Methods. Any combination of them can be used to determinethat a Building or Plumbing and Drainage Solution complies with the Performance Requirements.1. Evidence of Suitability requires evidence, as described in A2.2, to support claims that amaterial, form of construction or design meets the Performance Requirements or DTSProvisions.2. Verification Methods are tests, inspections, calculations or other methods, which determinewhether a proposed Building or Plumbing and Drainage Solution complies with the relevantPerformance Requirements. Verification Methods are not limited to using those in the NCC.Another Verification Method may be used if the appropriate authority is satisfied that itestablishes compliance with the NCC. However, in making a decision, the appropriateauthority may have regard to the relevant Verification Methods or DTS Provisions providedwithin the NCC.3. Comparison with the DTS Provisions allows a comparison between the DTS Provision and aproposed Building or Plumbing and Drainage Solution. If it can be demonstrated to theappropriate authority that the Solution complies in an equivalent or superior way to the DTSProvisions, then it can be deemed to meet the relevant Performance Requirements.4. Expert Judgement is the judgement of a person who has the qualifications and experiencenecessary to determine whether a Building or Plumbing and Drainage Solution complies withthe Performance Requirements. Where physical criteria are unable to be tested or modelledby calculation, the opinion of a technical expert may be accepted.3.5. Relevant documentation is identified and completed in accordance with BCA requirements.Decisions made under the SeA should be fully documented and copies of all relevantdocumentation should be retained. Examples of the kind of documentation which should beprepared and retained include: (a) Details of the Building Solution including all relevant plans andother supporting documentation. (b) In cases where an Alternative Solution has been proposed- (i)details of the relevant Performance Requirements: and (ii) the Assessment Method or methodsused to establish compliance with the relevant Performance Requirements; and (iii) details of anyExpert Judgement relied upon including the extent to which the judgement was relied upon andthe qualifications and experience of the expert; and (iv) details of any tests or calculations used todetermine compliance with the relevant Performance Requirements; and (v) details of anyStandards or other information which were relied upon.DocumentSection 24(1)(a) of the Act states that the RBS must not issue a building permit unless he or she issatisfied that the building work and the building permit will comply with the Act and the Regulations.In order to do this, the RBS must assess and determine that the information contained in a buildingpermit application demonstrates compliance with the Act, the Regulations and the building work ifconstructed in accordance with the approved documentation. Part 3 of the Regulations establishesthe minimum documentation requirements for an application for a building permit that is to besubmitted to the RBS. It may be the case that more than the minimum documentation requiredunder Part 3 will be necessary to enable the RBS to make the assessments. As the approvalauthority, the RBS must not supplement or augment the application of design documents by eitherparticipating in or preparing designs or submissions or by correcting errors or by makingassumptions as a consequence of poor quality documents. For example: The documents provided tothe RBS must be, but not limited to: a) Clearly document (in the plans) all calculations of buildingareas, site areas, site coverage, floor areas, building heights, habitable rooms, windows and secludedprivate open space on adjoining allotments in order to enable the RBS to determine compliance withPart 4 of the Regulations. b) In the case of plans or drawings, contain all necessary notes,specifications and analysis necessary to enable the RBS to determine compliance with the Act, theRegulations and the BCA. These may include notes in relation to the construction of sanitarycompartments, location of smoke alarms or a glazing calculation. c) Contain full details of anyAlternative Solution proposed – see Practice Note 2014- Practice Note 2014-62 Issued April 201411www.vba.vic.gov.au Page 2 of 7 d) 63 ‘Alternative Solutions – procedures and documentation’ forfurther details. e) Contain all submissions necessary in support of the exercise of discretionarypowers under regulations 608, 609 and 1011. The foregoing is not intended to prevent the RBSdiscussing suitability of a proposed design prior to lodgement, however, the applicant must notplace the RBS in a position where the RBS is being called upon to assess his or her own design input.4. Apply fire protection requirements.4.1. Passive and active fire control elements for low rise building required by the BCA and otherlegislation are identified and applied.Fire safety requirements Fire safety requirements may differ across the various classes of buildings,potentially being more complex for buildings of a public nature or residential use when comparedwith general commercial buildings such as warehouses and factories. Fire safety requirements canalso be broken down to those methods that make up fire safety systems. These can include acombination of both passive and active systems such as the construction of fire-rated walls andceilings, fire-stop collars separating floors, smoke hazard management, automatic or manual firesuppression systems and methods such as provision for safe evacuation from the building. Theseshould be inspected at a time when they are accessible and able to be clearly viewed. An inspectionschedule must be established with consideration given to the complexity of fire safety systems, thenumber of storeys in the building and the construction program. For example, a three storey, class 2building may contain multiple fire safety systems. It may be appropriate that these fire safetysystems are inspected as each level of the building reaches a stage in the construction program thatprecedes wall and ceiling finishes. It is beneficial to audit items such as walls, ceilings and servicepenetrations for appropriate fire resistance levels. It may be convenient to audit the construction ofthose same building elements that include acoustic construction. Other fire safety systems such asfire detection and alarms can be inspected at a later stage in the construction program whichcoincides with testing and commissioning. This can be near the completion of the building work or atvarious stages towards the end depending on the type and complexity of the actual system. Theinspection of fire safety system requirements at appropriate times will reduce the risk of thesesystems being incorrectly installed. Identifying noncompliant fire safety requirements early in theconstruction process will permit corrective or remedial action to be taken without causing furtherdelays or additional costs to the completed project.4.2. Level of fire resistance required for the construction of various low rise buildings isdetermined.This SECTION provides clarification on the interpretation of fire resistance levels (FRL) as specified inthe Australian Standard AS3959 – ‘Construction of buildings in bushfire-prone areas’ and theBuilding Code of Australia (BCA). FRL’s are extensively used as a performance indicator throughoutthe BCA and the AS3959. The NSW Rural Fire Service now recognises FRL’s as a performanceindicator for elements of construction. AS3959 defines the FRL as the nominal grading period, inminutes, that is determined by subjecting a representative specimen to the standard timetemperature curve regime as set out by Australian Standard AS1530.4 ‘Methods for fire tests onbuilding materials, components and structures – Fire-resistance test of elements of construction’(AS1530.4) to specify: Structural Adequacy – The ability of a load bearing element of construction tosupport a load when tested in accordance with AS1530.4. Failure for structural adequacy is deemedto have occurred when the element collapses or the rate of deflection for the element is in excess ofprescribed limits. Integrity – The ability of an element of construction to resist the passage of flamesand hot gases from one space to another when tested in accordance with AS1530.4. Failure forintegrity criteria is deemed to occur when continuous flaming occurs on the nonexposed side of thetest specimen, or when cracks, fissures and other openings through which hot flames and gases canpass through are present. Insulation – The ability of an element of construction to maintain atemperature on the surface that is not exposed to the furnace, below the limits specified, whentested in accordance with AS1530.4. Failure for insulation criteria is deemed to have occurred whenthe temperature rise of the non exposed side exceeds predetermined thresholds. The FRL isexpressed in the above order (i.e. structural adequacy/integrity/insulation). For example, a wall thatis required to meet an FRL of 120/60/30 means that the wall must maintain structural adequacy for120 minutes, integrity for 60 minutes and insulation for 30 minutes, as tested to AS1530.4. A dash inthe FRL means that there is no requirement for that criterion. For more information regarding thedetermination of fire resistance levels (FRL), refer to AS1530.4.13Fire Separation WallsFire safety is a critical aspect in multi-residential construction. Walls that separate residences are themajor element in multi-residential construction relating to fire safety. Recent changes to theStandard Building Regulation (1993) have seen fire safety included as a major aspect that must bechecked at the Final Inspection Stage for a Class 1a Building. Incorrect construction or lack ofconsideration given to separating wall systems can expose building contractors to excessiverectification bills. Even worse, loss of property or life, due to a fire spreading between residences canhave serious legal implications for building contractors.The Building Code of Australia Defines a Class 1a Building as: A detached house or One or more attached dwellings, each being a building separated by a fire-resistant wall,including row houses, terrace houses, town houses or villa units. Duplexes and town housesare the most common form of attached dwellings in residential construction that require fireseparation between adjoining residences.Fire separation must achieve compliance with the Performance Requirement of the BCA (compliancewith BCA p2.3.1 and be deemed to satisfy BCA P188.8.131.52). The former provision requires that Class 1aBuildings be protected from the spread of fire from adjacent buildings and the allotment boundaryother than a boundary adjoining a road or public space. The latter deemed to satisfy provision statesthat fire separating walls Between Class 1 dwellings must have a continuous fire resistant level (FRL)of not less than 60/60/60 (a grading rate in minutes for structural adequacy/integrity/insulation) andcommence at the footings extending to the underside of a non-combustible roof covering acrossvoids in roof spaces between residences and over eaves and verandahs.This separating wall must not be crossed by timber or any other combustible building elementsexcept for roof battens with dimensions of 75X50mm. Any gaps between the top of the wall and theunderside of the roof covering should be packed with mineral fibre or other suitable fire resistantmaterial as recommended by the manufacturer. In the case of combustible roof covers, the fireseparating wall should extend 450mm above the combustible material.Fire Separation Walls Should extend completely to the underside of the roof Mineral fibre should be in place between the wall and to the underside of the roof sheeting Should be fully sealed to the roof with no penetrations Should have no timber penetrations except for roof battens greater than 75X50mm There should be no gap greater than 50mm between the wall and underside of the roofwhich should be packed with mineral fibreA Fire Separation Wall is a wall with appropriate resistance to spread of fire that divides a storey orbuilding into a fire compartmentCeilings Should be Constructed as per the CSR Gyprock Fire and Acoustic Design Guide Of 2 layers of 16mm Gyprock Fyrcheck plasterboard… or Perforated gypsum lath with a normal paper finish… or 12mm fibrous plaster reinforced with 13mm X 13mm X 0.7 galvanised steel wire meshlocated not more than 6mm from the exposed face… or Fibre-cement sheeting… or Pre-finished metal sheeting not exceeding 1mm thick… or 12mm cellulose cement flat sheetingExternal Walls and Soffits External walls should extend to the underside of the soffit and preferably to the outside bymore than 900mm External walls including gables are required to be of masonry-veneer or masonryconstruction 90mm thick Soffits should have a non-combustible eaves lining Where the external wall does not extend to the underside of the roof, mineral fibre shouldbe includedBuilding Between Units The garage between the units should be single, walled to the height of the roof space and ofnon- combustible material The carport between buildings should be more than 2/3 enclosedRoof Lights Must be non-combustible an aggregate area not more than 20% of roof or part of the roof not less than 900mm from the allotment boundary other than the boundary adjoining a roador other public space 1.800mm apart from any roof light or another building or detached part of the same buildingCarports and Boundary Clearances Units should be correctly separated from carports Boundary clearances should be greater than 900mmMajor Issues Involving Fire Separation Binders for trusses being carried through fire separating walls Numerous penetrations being made through separating walls that break down the fire rating Separating walls not being carried through to the underside of the roof sheeting and packedwith an appropriate fire resistant material to manufacturer’s specifications Gaps not being packed between separating walls and external wall construction Inadequate protection to roof spaces of eaves, verandahs and voids that are common tomore than one unit/dwelling Valley gutters crossing fire separating walls (a separating wall must not be crossed by timberor any other combustible product with exception of roof battens with dimensions of75X50mm or less or roof sarking) Non-compliance with the manufacturer’s tested fire separating wall system Electrical power points/switches placed back to back in the separating wallReason for Firewall Failure Approved plans and specifications which do not provide details of every constructionapplication related to fire separating wall systems Builders not adhering to proper fire separating wall installation requirements Building supervisors not providing adequate information and supervision to installers of fireseparating wall systems Installers or trade contractors not possessing an adequate understanding of how toconstruct a continuous fire separating wall systemCorrective MeasuresProper construction of separating walls starts at the footings and slab. Engineer’s details should beclosely followed to ensure sufficient support for separating walls, in particular masonry walls. Thedetail of finishing the top of the wall to the underside of roof coverings is an important aspect andmust be complete to fine tolerances.Close consideration must also be given to construction of separating walls in relation to verandahand eaves overhangs. Another area to be closely checked is the vertical gap between the end of theseparating wall and the inner face of external brickwork.All trades involved in work related to separating walls e.g. electricians and plumbers should beadvised that penetrations or chasing into separating walls is not permitted for Class 1a Buildings.To Ensure Firewalls are Properly Constructed Details on approved plans for construction should be closely followed15 Proper materials should be employed & all manufacturer’s recommendations adhered to The designer and building certifier should be closely consulted; All trades involved with work on separating walls should be licensed, informed andsupervised Inspections should be conducted by a building certifier responsible for approving thebuilding workBuilders should maintain full documentation on fire separating wall design details, manufacturer’srecommendations, installation compliance certificates (where applicable) and ensure that they cansatisfy compliance with building certifier’s requirements.4.3. Check of existing buildings for compliance with passive and active fire protectionrequirements is carried out in accordance with BCA requirements.Active/Passive fire protection systemsActive measures involved the control of smoke spread, detection and communication process that informsthe occurrence of a fire outbreak and triggers some sort of counteraction towards design and in additionaugment the active measures. It is a proactive approach extinguishing the fire.Passive measures more concerned with building structures integrity, compartmentation and the integrity ofthe building envelope.Passive Fire Protection is an all encompassing fire safety concept which embraces the passive measures infire containment taken at the building design stage, aimed at addressing a comprehensive solution to thefire problem”.Active Fire ProtectionModern buildings built under the strict design and buildings codes of today have many fire protectionsystems installed by default. These systems assist with detection and response to fire related emergencies.If you have questions or maintenance issues in regards to any of this equipment, please contact the Propertyand Campus Services – Maintenance DepartmentFire Break Glass Alarm (B.G.A.)Buildings fitted with a “Fire – Break Glass Alarm” allow occupants to activate the fire alarm and alert the firebrigade easily. The red panel on the wall houses a small button that when depressed will contact the FireBrigade. The Fire Brigade will respond instantly to the building. You should always try to ring UniversitySecurity on x46666 to confirm the fire.The glass, or perspex material is easy to break with your fist, elbow or a pen. Smashing the glass willsometimes activate the button automatically.Fire Control SystemsSome buildings or sections of buildings are fitted with automatically activated sprinklerheads. On activation, the sprinklers discharge a fine mist of water toextinguish/contain a fire.In other special risk locations such as flammable liquids storerooms, computer rooms(main frames), flood systems are used to extinguish fire. Where gaseous floodingsystems are installed in normally occupied areas (e.g. computer rooms), a warningalarm is sounded prior to the discharge of gas into the room. A warning notice instructing personnel what todo should also be displayed.Fire Indicator Panel (F.I.P.)The F.I.P. is the hub of the fire alarm system in a building. It is usually located on theground floor near an entrance close to the nearest road. The panel may be located ina cabinet or on a wall. On the panel is a number of lights and buttons. These lights“indicate” which fire sensor has activated in the building.The F.I.P. will automatically notify the fire brigade of an alarm when one of its sensors locates a fire. The17F.I.P. will usually talk to the E.W.I.S. (where installed) and notify the building occupants that they need toevacuate.Fire DoorsFire doors are installed to minimise the spread of fire, including the passage of smoke through a building.Fire doors may be automatically operated by heat activated mechanisms or smoke detectors. The securingof fire doors must be such that persons leaving an area via the fire door can do so without the use of keys orsimilar at all times. Fire doors must not be wedged open.Smoke and Thermal Fire DetectorsThe detection system in buildings may sense either heat or smoke or a combination of these. Smokedetectors are increasingly being used because of their earlier warning of an emergency situation. Smokedetectors may also be used to activate fire doors to isolate zones in the building.Portable Fire ExtinguishersPortable fire fighting equipment such as fire extinguishers are designed to provide the user with anappliance to attend a small fire during its initial stage.Fire Hose Reels & Fire HydrantsCanvas fire hoses attached to or adjacent to fire hydrant points are installed only for use by the Fire Brigade.They must not be used by untrained personnelhttp://www.pb.unimelb.edu.au/emergency/emergencies/fire/firesystems.htmlPassive Fire ProtectionThere are many passive fire protection systems available to reduce the rise in temperature of steel memberswhen exposed to elevated temperatures in a fire situation. Buchanan, (2001), states that fire resistancerating of a protected steel member although determined by calculations and depends on factors such asproperties of protection material and fire temperature, there has to be some assurance of the fire resistancerating. This usually is achieved by full-scale testing of the structural system incorporating fire protectionmaterial, thus validating the effectiveness of the protection material used for specified fire duration in a realfire situation.Protection systems commonly used to increase the fire resistance rating of steel members are listed belowand briefly explained (Buchanan, 2001). Concrete encasement, Board systems Spray- on systems Intumescent paints Timber encasing Concrete filling Water filling, and Flame shieldsConcrete encasement involves pouring of concrete in the formwork housing the steel members.Reinforcement is provided to hold concrete in place during a fire situation and the required thickness of theconcrete is determined from the design codes. A certain disadvantage of this form of protection is that itresults in increased construction costs and bulky structural members.Board systems are mainly developed using calcium silicate or gypsum plaster. Calcium silicate boards aremade of an inert material that is designed to remain in place during the duration of the fire. Gypsum boardshave good insulating properties as well, and its resistance in fire is enhanced by the presence of water in theboard which vaporise in elevated temperatures. This reaction provides a time delay when the board reachesabout 100 C, but reduces the strength of the board after exposure to fire. Advantages of this form ofprotection system are that it is easy installation and finishing enhancing the aesthetic aspects of design.Spray-on protection system is usually the cheapest form of fire protection for steel members. Materialsused for this method usually are cement-based with some form of glass or cellulosic fibrous reinforcing tohold the material together. The disadvantage of this method is that the application is a wet and messy oneand the finished work is not aesthetically attractive. This form of fire protection is usually applied to beamsrather than columns because it can be easily damaged due to soft material composition. Structuralcomponents such as bolts, steel brackets are likely to be protected with the spray-on protection systembecause other forms of protection might be difficult.Intumescent paint is a special paint that swells into a thick char when it is exposed to elevated temperaturesenhancing the fire rating of the steel member beneath. The advantage of this protecting system is that theapplication is a quick process, is less bulky and the member can be simply painted over thus notdeteriorating the appearance of the steelwork. The disadvantage being that it is more expensive than othersystems such as board and spray-on systems.Using timber boards to encase structural members is another method of fire protecting system. The timberused has to be well seasoned and a thermosetting adhesive are usually used to firmly fix the boarding overthe structural members.Concrete filling is mainly used for hollow steel sections to improve their fire performance. An advantage ofthe system is that external protection is not required and can increase the load bearing capacity of thatmember. The infill concrete can be reinforced or be in the form of plain concrete.Water filling system works in a similar principle to concrete filling where hollow steel sections are filled withwater. The in filled water has some additives added in order to prevent corrosion. This form of protectionrequires plumbing systems to ensure water will flow in the members by convection and excessive pressure isnot developed by heated water. It is only used in special structures and is considered expensive whencompared with other systems.Flame shields are used to protect external structural steelwork from radiation by flames exiting through thewindow openings. Usually architectural claddings are installed to form the shieldsAUSTRALIAN STANDARD – AS 1530.4 SECTION 1. SCOPE AND GENERAL SECTION 2. GENERAL REQUIREMENTS SECTION 3. WALLS AND PARTITIONS SECTION 4. FLOORS, ROOFS, FLOOR/CEILING SYSTEMS ANDROOF/CEILING SYSTEMS SECTION 5. COLUMNS SECTION 6 BEAMS, GIRDERS AND TRUSSES19 SECTION 7. DOORSETS, SHUTTER ASSEMBLIES AND DAMPER ASSEMBLIES SECTION 8. GLAZING SECTION 9. AIR DUCTS SECTION 10. ELEMENTS PENETRATED BY SERVICESAPPENDIX A. RADIANT HEAT FLUX MEASUREMENTSAS 1530.4 – 2.11 Criteria of FailureLoss of loadbearing capacity:Limit or rate of deflection:For flexural elements: D = L/20 * D = L2/9000d, * not before L30 is exceededFor vertical elements: no specific requirementsd = distance from top structural section to bottom design tension zoneLoss of integrity:Failure upon collapse when cracks, fissure or other openings through which flames or hot gases can passoccurLoss of insulation:Temperature rise: +140°C average or,+180°C max.PART C2 COMPARTMENTATION AND SEPARATIONPassive fire protection deals with the design of a building for adequate load bearing resistance and for21limiting fire spread under fire conditions. Structural Fire Engineering is generally categorized in thisdiscipline.Fire Protection EngineeringFire Protection Engineering comprises active and passive ways of providing satisfactory protection level tobuildings and/or its contents from fires.Sound design for guaranteeing fire safety of buildingsDesign Specifications Layout of the facility Construction materials Potential ventilation openings Interconnections among compartments Location of concealed spaces Proposed egress routes Anticipated fuel load (type & quantity) Functions in the building Passive fire protection systems Active fire protection systems Occupant load and characteristicsFailure Criteria for CompartmentationAS 1530.4 – 2.11 Criteria of FailureCompartment Failure or Failure of the Enclosure?? Criteria for compartment failure or structural failure as given in Standardised test requirementsprovide a means of ranking the performance of materials and products under a specific set ofconditions. The objective of defining a compartment is to prevent fire spread. In dealing with real fires in realbuildings we should therefore dispense with the traditional approach of defining a compartment butquantify the ability of fire to spread from an enclosure.Building Code of AustraliaPART C1 FIRE RESISTANCE AND STABILITYFire resistant Construction Type A Type B Type CC1.1 Type of construction requiredThe minimum Type of fire-resisting construction of a building must be that specified in TableC1.1 and Specification C1.1, except as allowed for—(i) certain Class 2, 3 or 9c buildings in C1.5; and (ii)(iii)(iv)* * * * *open spectator stands and indoor sports stadiums in C1.7.* * * * * Type A construction is the most fire-resistant and Type C the least fire-resistant of the Typesof construction. Rise in storeysClass of building2, 3, 95, 6, 7, 84 OR MORE A A3 A B2 B C1 C C Table C1.1 TYPE OF CONSTRUCTION REQUIRED3. TYPE A FIRE-RESISTING CONSTRUCTIONBCA extract3 TYPE a FIRE-RESISTING CONSTRUCTIONFire-resistance of building elements. In a building required to be of Type A construction—(a) each building element listed in Table 3 and any beam or column incorporated in it, musthave an FRL not less than that listed in the Table for the particular Class of buildingconcerned; and(b) external walls, common walls and the flooring and floor framing of lift pits must be noncombustible; and(c) any internal wall required to have an FRL with respect to integrity and insulation must23extend to— (i)(ii)the underside of the floor next above; orthe underside of a roof complying with Table 3; or (iii) if under Clause 3.5 the roof is not required to comply with Table 3, theunderside of the non-combustible roof covering and, except for roof battens withdimensions of 75 mm x 50 mm or less or roof sarking, must not be crossed by timber orother combustible building elements; or(iv) a ceiling that is immediately below the roof and has a resistance to theincipient spread of fire to the roof space between the ceiling and the roof of not less than60 minutes; and(d) a load bearing internal wall and a load bearing fire wall (including those that are part ofa load bearing shaft) must be of concrete or masonry; and(e) a non- load bearing—(i) internal wall required to be fire-resisting; and(ii) lift, ventilating, pipe, garbage, or similar shaft that is not for the discharge ofhot products of combustion, must be of non-combustible construction; and(f) the FRLs specified in Table 3 for an external column apply also to those parts of aninternal column that face and are within 1.5 m of a window and are exposed through thatwindow to a fire-source feature.Table 3.9 Requirements for carparks4. TYPE B FIRE-RESISTING CONSTRUCTIONFire- resistance of building elementsIn a building required to be of Type B construction—(a) each building element listed in Table 4, and any beam or column incorporated in it,must have an FRL not less than that listed in the Table for the particular Class of buildingconcerned; and(b) the external walls, common walls, and the flooring and floor framing in any lift pit, mustbe non-combustible; and(c) if a stair shaft supports any floor or a structural part of it—and(d) any internal wall which is required to have an FRL with respect to integrity andinsulation, except a wall that bounds a sole-occupancy unit in the topmost (or only) storeyand there is only one unit in that storey, must extend to— and(e) a loadbearing internal wall and a loadbearing fire wall (including those that are part of aloadbearing shaft ) must be of concrete or masonry; anda non- loadbearing internal wall required to be fire-resisting must be of noncombustible construction; and(f) in a Class 5, 6, 7, 8 or 9 building, in the storey immediately below the roof, internalcolumns and internal walls other than fire walls and shaft walls, need not comply with Table4; andlift, subject to C2.10, ventilating, pipe, garbage, and similar shafts which are not for thedischarge of hot products of combustion and not loadbearing, must be of non-combustibleconstruction in—and(g) in a Class 2 or 3 building, except where within the one sole-occupancy unit, or a Class 9ahealth-care building or a Class 9b building, a floor separating storeys or above a space forthe accommodation of motor vehicles or used for storage or any other ancillary purposeSPECIFICATION C1.1 FIRE-RESISTING CONSTRUCTIONGENERAL REQUIREMENTS2.1 Exposure to fire-source features(a) A part of a building element is exposed to a fire-source feature if any of the horizontals traight lines between that part and the fire-source feature, or vertical projection of thefeature, is not obstructed by another part of the building that—(i) has an FRL of not less than 30/–/–; and(ii) is neither transparent nor translucent.(b) A part of a building element is not exposed to a fire-source feature if the fire-sourcefeature is—(i) an external wall of another building that stands on the allotment and the partconcerned is more than 15 m above the highest part of thatexternal wall; or(ii) a side or rear boundary of the allotment and the part concerned is below thelevel of the finished ground at every relevant part of the boundary concerned.(c) If various distances apply for different parts of a building element—(i) the entire element must have the FRL applicable to that part having the leastdistance between itself and the relevant fire-source feature; or(ii) each part of the element must have the FRL applicable according to itsindividual distance from the relevant fire-source feature,but this provision does not override or permit any exemption from Clause 2.2.Fire protection for a support of another part(a) Where a part of a building required to have an FRL depends upon direct vertical orlateral support from another part to maintain its FRL, that supporting part, subject to (b),must—(i) have an FRL not less than that required by other provisions of this Specification;and(ii) if located within the same fire compartment as the part it supports have an FRLin respect of structural adequacy the greater of that required—25(A) for the supporting part itself; and(B) for the part it supports; and(iii) be non-combustible—(A)if required by other provisions of this Specification; or(B)if the part it supports is required to be non-combustible.(b) The following building elements need not comply with (a)(ii) and (a)(iii)(B):(i) An element providing lateral support to an external wall complying with Clause5.1(b) or C1.11. (ii)An element providing support within a carpark and complying with Clause 3.9,4.2(iii)A roof providing lateral support in a building—(A)of Type A construction if it complies with Clause 3.5(a), (b) or (d); and(B)of Type B and C construction.A column providing lateral support to a wall where the column complies with(iv)Clause 2.5(a) and (b).(v)An element providing lateral support to a fire wall or fire-resisting wall, provided the wall is supported on both sides and failure of the element on one side does notaffect the fire performance of the wall.Vertical and lateral supportFire behaviour of steel members penetrating concrete wallsThe measurement of heat release rate (HRR) and smoke production rate (SPR) are directindicators of the fire hazard. The growth of the HRR enables a lining material to be classifiedwith respect to time based on if or when flashover occurs. The measurements of gas species,percentage of flame spread area over the lining surface, and compartment temperaturesand smoke layer height, are compared to confirm that the conditions generated areconsistent with the primary parameters of HRR and SPR and accurately reflect the firehazard3.5 Roof: ConcessionA roof need not comply with Table 3 if its covering is non-combustible and the building— (a)(b)(c)(d)has a sprinkler system complying with Specification E1.5 installed throughout; orhas a rise in storeys of 3 or less; oris of Class 2 or 3; orhas an effective height of not more than 25 m and the ceiling immediately below the roof has a resistance to the incipient spread of fire to the roof space of notless than 60 minutes.Key Factors for Time-Equivalent AnalysisWhen a fire reaches a stage where there is full involvement of the combustibles within acompartment (known as flashover), the intensity of the heat in the hot smoke layer willcause glazing and non-fire resisting facades to fail, allowing hot gases to escape (see Figurebelow).Similarly, openings to atria will also allow hot gases to escape. The temperatures reached ina compartment and the duration of a fire depend on natural ventilation through openings toatria and glazing or non-fire resisting facades that fail in a fire.Mechanism of Fire Spread27• Conduction(Heat transfer to another body orwithin a body by direct contact.)• Radiation(Heat transfer by way of electromagneticenergy.)• Convection(Heat transfer by circulation within amedium, such as a gas or a liquid.)• Pyrolysis(The transformation of a compound into one or more other substances by heat alone.Pyrolysis often precedes combustion. Irreversible chemical decomposition caused by heat,usually without combustion.)• Mass transfer• In a fire engineering approach the conditions for failure and its consequences should beset in a qualitative design review for the particular building or structure concerned.• Some of these may be more or less onerous than the traditional specifications given inStandardised test methods but should be prescribed to suit the particular circumstances andtheir potential impact on the overall safety of the building and its occupants.• All enclosures can initially be considered as a compartment until one of the conditions forfire spread has been achieved.Methods of Direct Fire SpreadA simply supported beam will fail as soon as one plastic hinge forms in the beam.29At this point the flexural capacity of the beam is same as the applied moments.
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