RESIDENTIAL APARTMENT BUILDINGS (COMPLIANCE AND ENFORCEMENT) ACT

SAMPLE REPORT This report is for information purposes only. The format and contents of each audit report may vary.

AUGUST 2021

SAMPLE REPORT

Audit Information

Audit details

Trim File No. Internal reference number OBC Reference # Internal reference

First Audit Date Date of first site visit Last Audit Date Date of last site visit

OC Lead Auditor Name of lead audit inspector

OC Auditor Name of audit team member

OC Auditor Name of audit team member

Developer details

Developer Name Registered name ABN Developer ABN

Trading Name Trading name ACN Developer ACN

Registered Address Registered address of entity Phone No. Contact phone no.

Approved Email Address Email address for correspondence

Site Address Project Address

Principal contractor details

Principal Contractor Name Registered name ABN Builder ABN

Trading Name Registered name ACN Builder ACN

Registered Address Trading name Building Licence Building license number

Approved Email Address Registered address of entity Phone Contact phone no.

Site Address Project address

Certifier details

Certifier Name Registered name ABN Certifier ABN

Trading Name Registered name ACN Certifier ACN

Registered Address Trading name Registration Number Certifier registration number/ID

Approved Email Address Registered address of entity Phone Contact phone no.

Principal contractor representatives

Names of representatives/contacts

SAMPLE REPORT

1. Introduction

Developers are required to notify the Secretary of the Department of Customer Service of the intended completion

of residential apartment building work before an application for occupation certificate is made. This is required

under Section 7 of the Residential Apartment Buildings (Compliance and Enforcement Powers) Act 2020 (the

RAB Act). The Secretary may make an order prohibiting the issue of an occupation certificate if, among other

things, they are satisfied that a serious defect exists in the building.

1.2 Purpose of audit and report

The purpose of an audit is for the authorised officers (i.e., the OC audit team) to:

• Verify that the building work at the selected development was carried out in accordance with the Building Code of Australia (BCA), the relevant Australian Standards, and the relevant approved plans such that, there is not a serious defect

• Identify serious defects in the building work

• Obtain information to determine whether the developer needs to take action to prevent or remedy serious or potential serious defects.

• The audit report may give the developer directions to follow, items for rectification, or could indicate than a formal RAB Act Order may be required.

• Information on the RAB Orders and Order Register can be found here.

1.3 Audit report This report provides information on:

• Audit findings

• Prohibition orders, stop work orders, rectification orders or directions

• Recommendations

1.4 Scope The audit focusses on the five key building elements:

1) 1) Waterproofing systems

2) 2) Fire safety systems

3) 3) Structural systems

4) 4) External cladding

5) 5) Building engineering services

SAMPLE REPORT

The audit criteria against which building work is assessed (provided to the developer prior to the audit) comprises

relevant sections of the BCA and Australian Standards.

Appendix 1 provides information on the defect reporting categories, namely:

a. Serious defect - high risk (serious defects listed in Section 3 of the RAB Act)

b. Potential serious defect - High likelihood, moderate risk of significant defect (issue must be rectified)

c. Low Risk - Observation / Comment

d. Not applicable (not part of the audit)

1.5 Methodology

The authorised officers will:

• Review the construction certificate, construction, and as-built drawings

• Review building materials and product specifications

• Review work instructions, method statements, manufacturer’s instructions, and quality assurance records

• Carry out an inspection of the building and associated works (included measurements and photographs)

2. Executive Summary The executive summary will provide a visual breakdown of the authorised officers’ findings.

The results will be presented in a pie chart format using a red / amber / green methodology to categorise risk.

All Elements

An overall risk category is calculated for each of the 5 key building elements.

The below pie chart is an example of what the result for ‘All Elements’ may look like in an Audit Report.

Structural Systems

Waterproofing Systems

Fire Safety Systems

External Cladding

Building Engineering

Services

SAMPLE REPORT

Audit Elements

For each of the 5 key elements, the executive summary will also present a breakdown of the findings within that

element.

The breakdown of audit elements will be presented in the below manner:

3. Audit findings Detailed audit findings are presented in a tabular format and are grouped by the relevant type of key building element.

Within each key building element, items inspected by the audit team will be grouped by the result of their findings (i.e.,

serious defect, potential serious defect, and low risk).

For items generally included in the audit findings please see Appendix 2: General Scope of Audit Inspection.

Example of Audit Findings:

Items included for information purposes only. Actual audit report will report on numerous findings.

KEY BUILDING ELEMENT – Waterproofing

Element No.

STANDARD Findings Observations Location

POTENTIAL SERIOUS DEFECT

1.9.38

Tap and spout penetrations are waterproof where they occur in horizontal surfaces (in a concrete/compressed fibre-cement/timber flooring area).

Threaded bolts securing the base plates of a roof top awning and architectural louvres penetrate the membrane.

Ensure all external membrane penetrations satisfy AS 4654.2 Clause 2.8.4 Penetrations.

Balconies and roof top.

LOW RISK 1.2.7 Water-resistant and waterproofing

systems that have been installed can withstand chemical attack from cement mortar alkalis or cleaning substances such as detergents and sodium hypochlorite

When referencing the membrane manufacturers recommendations, the selection of the membranes applied to the internal wet areas and external areas are fit for their intended purpose.

No further action is required.

Whole of building.

KEY BUILDING ELEMENT – Structure Element

No. STANDARD Findings Observations Location

SERIOUS DEFECTS 5.4.23 All electrical installations on the

project (within and without the building) are as per AS/NZS 3000 Electrical installations (Wiring rules).

Auditors observed electrical cabling feeding the main switchboard did not have any glands. Sanitary drainage pipes were installed through the slab above and in close proximity to the electrical switchboard.

Developer to comply with AS 3000. Developer to provide the IP rating of switchboard and provide protection.

Ground floor / Level 5 electrical cupboard

SAMPLE REPORT

4. Summary

The summary will identify the areas of the development that require improvement before an Occupation Certificate is

issued and will note actions required by the Developer.

Example:

Whilst at the time of inspection it was noted that considerable works were still in progress, authorised officers

observed non-compliant works in several locations which are clearly communicated in the body of the report.

Of the several building elements inspected, the focus of improvement is required in the following key areas:

1. Waterproofing

2. Building Engineering Services

Enquiries with the Developer to determine the rectification methodology of potential serious defects identified are

continuing, with the Developer providing evidence of specialist consultant engagement, preparation of rectification

work method statements and updates of works in progress.

5. Follow-up visit

After the initial audit, the team will generally conduct a follow-up visit in the next 6 weeks to ensure that any serious or potential

serious defects identified are undergoing rectification. In the instance that no serious or potential serious defects are identified, the

audit team may not require a follow-up site visit.

SAMPLE REPORT

Appendix 1: Defect-Risk Categories

Defect-risk category

Description

Serious defect

(high risk)

1. A defect in a building element that is attributable to a failure to comply with the performance requirements of the BCA, the relevant Australian Standards, or the relevant approved plans, or

2. A defect in a building product or building element that- a) is attributable to defective design, defective or faulty workmanship or defective materials, and b) causes or is likely to cause-

i. the inability to inhabit or use the building (or part of the building) for its intended

purpose, or ii. the destruction of the building or any part of the building, or iii. a threat of collapse of the building or any part of the building, or

3. A defect of a kind that is prescribed by the regulations as a serious defect, or

4. The use of a building product (within the meaning of the Building Products (Safety) Act 2017) in

contravention of that Act.

Potential

serious defect

High likelihood, moderate risk of significant defect (issue must be rectified)

Low Risk

Observation / Comment

Not applicable

Not part of the audit

SAMPLE REPORT

Appendix 2: General Scope of Audit Inspection Elements inspected include, but are not limited to, the following:

1) WATERPROOFING

Element No.

Standard

1.1.1 The builder has construction drawings for the installation of fixtures, water-resistant and waterproofing systems in wet areas

1.1.2 The builder has the manufacturer’s instructions and product information for fixtures, water-resistant and waterproofing systems in wet areas

1.1.3 The builder has prepared work instructions or method statements for the installation of fixtures, water-resistant and waterproofing systems in wet areas

1.1.4 The builder has carried out an inspection and testing of fixtures, water-resistant and waterproofing systems

1.1.5 The builder has a project-change process in place for the project

1.2.1 Water-resistant and waterproofing systems have been chosen and installed considering, tolerable vertical and horizontal movements, temperature variations, shrinkage, and expansion of building materials

1.2.2 Water-resistant and waterproofing systems that have been installed can withstand chemical attack from cement mortar alkalis or cleaning substances such as detergents and sodium hypochlorite

1.3.1 All sealants used in wet areas are waterproof, flexible, mold-resistant, and compatible with adjacent materials

1.4.1 All adhesives used in wet areas are waterproof where they are used to adhere other waterproof materials, and compatible with materials to which they are adhered.

1.5.1 The ratio of fall in shower areas is 1:100 (a 10 mm fall over a horizontal distance of 1 000 mm). For areas outside shower areas, 10 mm fall over a horizontal distance of 800 mm i.e., 1:80).

1.6.1 Substrate sheet materials are adequately fastened to the supporting structure

1.7.1 Floor and horizontal surfaces in the shower area (except where a preformed shower base is installed) are waterproof.

1.7.2 All walls in the shower area are waterproof to at least 150 mm above the floor substrate.

1.7.3 All walls in the shower area are waterproof to at least 150 mm above the floor substrate or 25 mm above the maximum retained-water level (the greater of the two prevails)

1.7.4 All walls in the shower area are water-resistant to at least 1 800 mm above the finished floor-level of the shower.

1.7.5 For unenclosed showers, (in concrete and compressed fibre-cement sheet flooring), the floor is waterproof for a radial distance of 1 500 mm from the shower connection at the wall and terminates at the waterstop.

1.7.6 For unenclosed showers above baths, (in concrete and compressed fibre-cement sheet flooring), wall junctions within the shower area are waterproof for at least 40 mm on either side of the junction.

1.7.7 For unenclosed showers above baths, (in concrete and compressed fibre-cement sheet flooring), the wall/floor junction, bath/floor junction and the bath lip/tile joint are waterproof.

1.7.8 All wall junctions within the shower area are waterproof for at least 40 mm on either side of the junction

1.7.9 All wall/floor junctions in the shower area are waterproof.

1.7.10 All penetrations in the shower area are waterproof.

1.8.1 Concrete or compressed fibre-cement sheet flooring is water-resistant.

1.8.2 Timber floors are waterproof.

1.9.1 Concrete or compressed fibre-cement sheet flooring is water-resistant.

1.9.2 Timber floors are waterproof.

1.9.3 Inserted baths and spas have their shelves waterproof and a water-stop installed.

1.9.4 Laundry and water closet floors are water-resistant.

1.9.5 Where a bath or spa (in a concrete/compressed fibre-cement/timber flooring area) is within 75 mm of a wall, the wall is water-resistant to at least 150 mm above the bath or spa.

1.9.6 Where a bath or spa (in a concrete/compressed fibre-cement/timber flooring area) is within 75 mm of a wall, all exposed surfaces below the bath or spa lip are water-resistant.

1.9.7 For inserted baths and spas, the walls are waterproof to at least 150 mm above the bath or spa lip.

1.9.8 Where a bath or spa is within 75 mm of a wall (and the wall adjoins sinks, basins, or laundry tubs), the wall is water-resistant to at least 150 mm above the bath or spa, for the extent of that bath or spa.

1.9.9 Wall junctions are water-resistant to within 150 mm above the bath or spa, for the extent of that bath or spa (in a concrete/compressed fibre-cement/timber flooring area).

1.9.10 For inserted baths and spas, wall junctions are waterproof to within 150 mm above the bath or spa.

1.9.11 Where a bath or spa is fixed to a wall (and the wall adjoins sinks, basins, or laundry tubs), wall junctions are waterproof.

1.9.12 Wall/floor junctions are water-resistant for the extent of the bath or spa (in a concrete/compressed fibre-cement/timber flooring area).

SAMPLE REPORT

1) WATERPROOFING

Element No.

Standard

1.9.13 Wall/floor junctions in laundries and water closets are waterproof.

1.9.14 Tap and spout penetrations are waterproof where they occur in horizontal surfaces (in a concrete/compressed fibre-cement/timber flooring area).

1.9.15 Tap and spout penetrations are waterproof where they occur in horizontal surfaces (in inserted baths and spas).

1.9.16 Where a wall adjoins sinks, basins or laundry tubs, tap and spout penetrations are waterproof (where penetrations occur in surfaces required to be waterproof or water-resistant).

1.9.17 Penetrations in laundries and water closets are waterproof (where penetrations occur in surfaces required to be waterproof).

1.9.18 For bathrooms and laundries required to provide a flow waste, floors and horizontal surfaces are waterproof.

1.9.19 For bathrooms and laundries required to provide a flow waste, wall/floor junctions are waterproof.

1.9.20 For bathrooms and laundries required to provide a flow waste, penetrations that occur through the floor are waterproof.

SAMPLE REPORT

2) FIRE SAFETY SYSTEMS

Element No.

Standard

2.1.1 The builder has a fire safety schedule issued together with a construction certificate (cl.166 of EPA Regulation 2000).

2.1.2 Each fire safety measure in the fire safety schedule has a defined minimum performance standard (cl.168 of EPA Regulation 2000).

2.1.3 The builder has a final fire safety certificate issued within 3 months of an assessment carried out for each essential safety measure (cl.170 of EPA Regulation 2000).

2.1.4 The builder has displayed the fire safety schedule and the final fire certificate in a prominent place and has provided copies of the same to the Fire Commissioner (cl.172 of EPA Regulation 2000).

2.1.5 Where an interim fire certificate relating to a part of the building has been issued, the essential fire safety measures relating to that part of the building have been assessed by a properly qualified person (cl.173 of EPA Regulation 2000)

2.1.6 An approved form has been used to produce an interim or final fire certificate (cl.174 of EPA Regulation 2000)

2.1.7 The builder has or has caused plans to be prepared showing the layout, extent, and location of key components of the fire safety system (cl.136AA of the EPA Regulation 2000).

2.1.8 The principal contractor for the building work has kept the most recently endorsed copy of plans and made this available for inspection by the certifier, consent authority, council and Fire and Rescue NSW (cl.190B of the EPA Regulation 2000).

2.1.8 The builder has a final report from a fire safety engineer that demonstrates that the building and its fire safety system satisfies all performance requirements or Deemed-to Satisfy provisions (NCC, Volume 1, 2019)

2.1.9 Where the building is still under construction, suitable means that enable construction workers to initially fight the fire before the fire brigade arrives, are installed considering, the fire hazard and the height of the building (NCC, Volume 1, 2019)

2.1.10 The builder has kept on the project, product certification documentation (e.g., products manufactured and tested to Australian Standards)

2.1.11 The builder has kept all project-change documentation which provide the history or record of authorised changes on the project (e.g., changes to materials, installers, sequence etc.)

2.1.12

The builder has kept a record of quality checks, measurements, inspections and verification of products and their installation on the project.

2.2.1 Openings in walls that provide access to a ventilation, pipe, garbage, or other shaft are protected by: a. A non-combustible door or panel, together with its frame if it is a sanitary compartment (fire resistance level (FRL) of

_/30/30) or, b. A self-closing fire door or hopper with an FRL of _/60/30 or, c. An access panel having an FRL of not less than _/60/30 or, d. A door or hopper of non-combustible construction if the shaft is a garbage shaft

(NCC, Volume 1, 2019). 2.2.2 Automatic fail-safe devices that automatically unlock the door upon activation of any sprinkler system, smoke, or any other

detector system, have been installed to AS 1670.1:2018 (National Construction Code, Volume 1, 2019). 2.2.3 Break-glass fire alarm points have been installed at each door leading to a fire-isolated stairway, fire-isolated ramp, or fire-

isolated passageway (National Construction Code, Volume 1, 2019). 2.2.4 A separate designated site entry point (DSEP) has been provided for each segregated area, where physical barriers segregate

a site (AS 1670.1:2018). 2.2.5 A plan showing all buildings and vehicle routes on the project is available at the DSEP, and the DSEP itself is shown on that

plan for all buildings associated with that DSEP (AS 1670.1:2018). 2.2.6 Only information relevant to the emergency services personnel is included on the plan (AS 1670.1:2018).

2.2.7 At the DSEP, the building in alarm is shown by: a. A fire brigade panel b. A fire alarm mimic panel without control functions but identifies the building in fire alarm without exiting the fire appliance c. An external alarm indication visible from the DSEP without having to exit the DSEP on each protected building within the

segregated area (AS 1670.1:2018).

2.2.8 Where an automatic fire suppression system has been installed, consideration has been given to: a. the size of the fire compartment b. the function or use of the building c. the fire hazard d. the height of the building

(NCC, Volume 1, 2019). 2.2.9 Where an emergency lift is installed, the lift is contained within a fire-resisting shaft with and FRL of 120/120/120 or more (NCC,

Volume 1, 2019). 2.2.10 The building or each separate building has 1 or more passenger lifts fitted as emergency lifts to facilitate the activities of the fire

brigade and other emergency services personnel (NCC, Volume 1, 2019).

SAMPLE REPORT

2) FIRE SAFETY SYSTEMS

Element No.

Standard

2.2.11 Lifts in the building or buildings have warning signage at the sidewall next to the call switch written “Do not use lift if there is a fire” (NCC, Volume 1, 2019).

2.2.12 An emergency lighting system that meets the requirements of AS/NZS 2293.1:2018 has been installed in: a. Every fire-isolated stairway, fire-isolated passageway, or fire-isolated ramp b. Every passageway, corridor, hallway, or similar, having a length of more than 6 m from the entrance doorway of any sole-

occupancy unit in a Class 2 building 2.2.13 An emergency warning system has been provided and comprises permanently fixed components:

a. Emergency warning control and indicating equipment (EWCIE) as per AS 4428.16 b. Manual call points as per AS ISO 7240.11 c. Loudspeakers as per AS ISO 7240.24 d. Warning equipment for persons with hearing impairment as per AS 1603.17 e. Short circuit isolators (SCIs) as per AS ISO 7240.17

(AS 1670.1:2018). 2.2.14 An emergency intercom system has been provided and comprises permanently fixed components:

a. Emergency intercom control and indicating equipment (EICIE) as per AS 4428.4 b. Warden intercom point (WIP) handset as per AS 4428.4 c. Short circuit isolators (SCIs) as per AS ISO 7240.17

2.1.15 Controls and indicators (2.2.14 above) that have been provided are not less the 750 mm and not more than 1 850 mm above floor level (AS 1670.4:2018).

2.1.16 Where the EWCIE or EICIE is obscured by a door: a. The door is marked “EWIS PANEL,” or “EIS PANEL,” or “EWS PANEL” in a contrasting colour b. The door is lockable where the emergency services personnel have been provided with a key (NCC, Volume 1, 2019).

2.1.17 There is a clearance of 1 m in front and 0.5 m to each side of the EWCIE or EICIE (2.1.16 above) for access and operation by emergency services personnel, except where the door opens to 1350

2.2.18 Where there is an atrium, the building has been provided with an emergency warning and intercom system which meets the requirements of AS 1670.4:2018 (NCC, Volume 1, 2019).

2.2.19 Exit signs provided in the building are clearly visible to persons approaching the exit, and are installed on, above or adjacent to each horizontal exit (NCC, Volume 1, 2019).

2.2.20 Where exits are not readily apparent to persons occupying or visiting the building, the signs are installed in appropriate positions in corridors, hallways, lobbies, and the like, indicating the direction to a required exit (NCC, Volume 1, 2019).

2.2.21 Every required exit sign in the building: a. Conforms to AS/NZS 2293.1:2018; or for a photoluminescent exit sign, Specification E4.8 (NCC, Volume 1, 2019) b. Is always clearly visible when the building is occupied by any person having the right of legal entry to the building

(NCC, Volume 1, 2019). 2.2.22 All emergency luminaires have unique identifiers or labels that are permanently fixed, indelible, in a contrasting colour and at

least 3 mm high (AS/NZS 2293.1:2018). 2.2.23 All emergency luminaires and exit signs can be energised from an emergency power supply when the electrical supply system

fails (AS/NZS 2293.1:2018). 2.2.24 The emergency power source or supply is in a well-ventilated enclosure. The enclosure is fire-resistant and marked with

“Emergency Lighting Source – Authorised Persons Only” (AS/NZS 2293.1:2018). 2.2.25 Emergency luminaires provided in the building have test switches (to simulate supply circuit failure) and visual indicators

(battery charger operation) (AS/NZS 2293.1:2018). 2.2.26 Where dual function internally illuminated exit signs are provided in the building, it has been determined that they meet the

requirements for both the luminaires and exist signs (AS/NZS 2293.1:2018).

2.2.27 Luminaires have been provided in the building such that they are:

a. Within 2 m of the approach side of each doorway requiring an exist sign (for emergency escape luminaires) b. Within 2 m of the intersection of corridor centre-lines c. Within 2 m of the intersection of centre-lines at each change of direction (except where there is an unobstructed line-of-

sight between two luminaires) d. Within 2 m of any change of floor level, on the low side

(AS/NZS 2293:1:2018).

2.2.28 The minimum pictorial element height on exit signs in the building is 100 mm over a distance of 16 m, increasing by 50 mm for every additional 8 m (AS/NZS 2293:1:2018).

2.2.29 The exit signs in the building are mounted between 2 and 2.7 m above the floor level, or immediately above the doorway if the doorway is higher than 2.7 m (AS/NZS 2293:1:2018).

2.2.30 Where a building is 25 m or more in height, a fire control centre has been provided (NCC, Volume 1, 2019).

2.2.31 The enclosing construction of the fire control centre is of concrete, masonry or similar. The construction has an FRL of

SAMPLE REPORT

2) FIRE SAFETY SYSTEMS

Element No.

Standard

120/120/120 and can withstand the impact of falling debris (NCC, Volume 1, 2019).

2.2.32 Changes in level from any part of the control centre floor to a road or open space aggregates to 300 mm or less (NCC, Volume 1, 2019).

2.2.33 Where fire detection control and indicating equipment (FDCIE) is obscured by a door a. The door is marked in a contrasting colour with the words “FIRE PANEL” b. The letters are 50 mm high or more. c. There is no other lettering on the door d. The door is lockable only where emergency services have been provided with a key

(AS 1670.1:2018).

2.2.34 There is a minimum clearance of 1 m in front and 0.5 m to each side (except where the door opens at least 1350) of the control and indicating equipment (CIE) cabinets that require operation by emergency services personnel (AS 1670.1:2018).

2.2.35 Major exhaust systems servicing the building are either treated as part of a smoke control system, or systems incorporating shutdown where the aggregate area in compartment openings is 0.1 m2 or greater (AS 1668.1).

2.2.36 Minor exhaust systems servicing the building and protected with subducts have been installed to shut down in fire mode (AS 1670.1:2018).

2.2.37 Air-handling systems in basements or car parks are installed to shut down in fire mode (AS 1670.1:2018).

2.2.38 Openings in the building’s fire walls are protected in the following ways: a. doorways – self-enclosing or automatic closing and an FRL of _/60/30 fire doors b. windows – automatic or permanently fixed closed and an FRL of _/60/_ c. other openings – construction having an FRL not less than _/60/_

2.2.39 Where sliding doors have been provided in the building: a. The doors are held open with an electromagnetic device which permits the door to close in 20 to 30 seconds upon de-

activation b. The doors fail-safe in a closed position when power is lost c. There is an audible warning device located near the doorway, and a red flashing light d. Signs are installed on each side of the doorway directly over the opening with the words “WARNING – SLIDING DOOR,”

50 mm high in a contrasting colour (NCC, Volume 1, 2019)

2.2.40 Required fire safety doors in the building conform to AS 1905.1 and will not fail by radiation through any glazed part during the period specified for integrity in the required FRL (NCC, Volume 1, 2019).

2.2.41 Every fire safety door in the building has the words “FIRE DOOR DO NOT OBSTRUCT DO NOT KEEP OPEN” (NCC, Volume

1, 2019).

2.2.42 Fire hose reels in the building are strategically installed and sign-posted to allow occupants to safely carry out the initial fire-fighting considering

a. Fire hazard b. Fire compartment size c. Use of the building d. Other fire safety systems already provided

(NCC, Volume 1, 2019)

2.2.43 Fire hose reels in the building are safely secured, inspected and without risk to occupants or emergency services personnel.

2.2.44 Fire hydrants are installed within the boundaries of the building (as necessary) and have inlet and outlet connections suitable for use by the fire brigade (AS 2419.1:2017).

2.2.45 The fire brigade booster assembly has been protected by a suitable fire compartment for a non-sprinkler protected building (AS 2419.1:2017)

2.2.46 For a sprinkler-protected building, the fire brigade booster assembly has been protected by a construction with an FRL of 90/90/90 (AS 2419.1:2017).

2.2.47 Where it has been determined that a fire brigade booster assembly should be located away from the building’s principal

pedestrian entrance, the booster has been located within 20 m of that entrance, and a visual warning device (red strobe) installed to identify the booster (AS 2419.1:2017).

2.2.48 External and internal fire hydrant systems have been installed as per design, and consideration has been given to the systems’

susceptibility to corrosion (AS 2419.1:2017). 2.2.49 There are arrangements to ensure that the fire hydrant systems are sufficiently charged at all times.

2.2.50 Fire-resistant sealing systems have been installed between fire-resistant components and essential services passing through wall and floor penetrations in the building (AS 4072.1:2005)

2.2.51 Fire stopping, control joint seals or separation systems have been installed between fire-resistant components in the building (AS 4072.1:2005)

2.2.52 Where steel fire shutters are required and have been installed in the building: a. They are automatic with an FRL of _/60/_ for window openings in fire walls

SAMPLE REPORT

2) FIRE SAFETY SYSTEMS

Element No.

Standard

b. They are automatic with an FRL of _/60_/30 for fire doors c. They are automatic with an FRL of _/60/_ for other openings

(NCC, Volume 1, 2019 and AS 1905.2) 2.2.53 Where fire windows are required and have been installed in the building:

a. They are identical to the test material that achieved the required FRL b. They have been installed in the same manner, and in an opening that is not larger than the tested prototype

(NCC, Volume 1, 2019). 2.2.54 Where light construction (material susceptible to damage by impact, pressure or abrasion as well as masonry having a width that

is less than 70 mm) has been carried out in the building: a. The construction is required to meet the requirements of NCC, Volume 1, 2019 b. They are installed using a method and materials identical to the prototype assembly of the construction which achieved

the required FRL (NCC, Volume 1, 2019).

2.2.55 Ventilating or air-conditioning ducts are installed in accordance with AS 1668.1 (NCC, Volume 1, 2019).

2.2.56 Jet fans have been installed to shut down when the sprinkler system is activated (AS 1670.1:2018)

2.2.57 Jet fans have Class A aspirating smoke detectors installed in their area of influence (AS 1670.1:2018)

2.2.58 Portable fire extinguishers in the building are strategically installed and sign-posted to allow occupants to safely carry out the initial fire-fighting taking into account:

a. Fire hazard b. Use of the building c. Other fire safety systems already provided

(NCC, Volume 1, 2019) 2.2.59 The smoke alarm system installed in the building meets the requirements of AS 3786:2014 and is powered from the consumer

mains source (NCC, Volume 1, 2019). 2.2.60 The installed smoke alarms have a service life of at least 10 years (AS 3786:2014).

2.2.61 Where smoke alarms in the building have been connected to an external power source, a standby power source has been provided (AS 3786:2014).

2.2.62 Each smoke alarm in the building has been legibly and indelibly marked with: a. AS 3786:2014 b. Name or trademark and address of the manufacturer or supplier c. Model designation (type and number, e.g., photoelectric or ionisation) d. Type of smoke alarm (Type A or B) e. Alarm condition audible pattern (ISO 8201 or ISO 7731) f. Date of manufacture (may be coded into serial number) g. Recommended date of replacement subject to normal, regular maintenance h. Where user-replaceable batteries are incorporated, the type and number of batteries i. Type B smoke alarms shall be permanently marked with trefoil in black on yellow background symbol and name of

radionuclide and activity j. A notice on the outer surface, “DO NOT PAINT,” and at least 3 mm high

(AS 3786:2014) 2.2.63 Smoke and heat detectors have been carefully selected and installed taking into account, locations, and environmental

conditions likely to prevail in the building (AS 1670.1:2018) 2.2.64 Automatic smoke detectors in the building have been connected to a fire detection control and indicating equipment (FDCIE)

(AS 1670.1:2018). 2.2.65 Automatic smoke detectors in the building are spread not more than 15 m apart and not more than 7.5 m from any wall,

bulkhead, or curtain within a circulation space (AS 1670.1:2018). 2.2.66 Smoke detectors have been located in circulation spaces adjacent to each required exit door such that, the smoke detector is

0.3 to 1.5 m from the door opening (AS 1670.1:2018). 2.2.67 Where a fire-isolated exit pressurization system is installed (AS 1668.1), smoke detectors have been installed within the

pressurised exit path (AS 1670.1:2018). 2.2.68 Smoke detectors have been installed 1.5 to 3 m from any lift door in lift landing areas (AS 1670.1:2018).

2.2.69 Consideration for a heat detector with a higher level of sensitivity has been given where ceiling heights are 6 m or more (AS 1670.1:2018).

2.2.70 Heat detectors have been installed such that no part of the sensing element is less than 15 mm or more than 100 mm below the ceiling or roof (AS 1670.1:2018).

2.2.71 Heat detectors have been installed between 0.5 and 1.5 m of the highest point of the ceiling, and where there is a step in the ceiling, the detectors have been installed no more than 300 mm from the ceiling (AS 1670.1:2018).

SAMPLE REPORT

2) FIRE SAFETY SYSTEMS

Element No.

Standard

2.2.72 Smoke doors that have been installed in the building are constructed such that: a. Smoke will not pass from one side of the doorway to the other b. If the doors are glazed, there is minimal danger of a person being injured by accidentally walking into them c. If the doors have 1 or 2 leaves, the door leaves are fitted with smoke seals, side-hung and swing in the direction of egress

or both directions d. The leaves are normally in the closed position, or close automatically with the automatic closing operation initiated by

smoke detectors located not more than 1.5 m from the doorway on each side e. They are solid core doors, fitted with smoke seals and at least 35 mm thick, or capable of resisting smoke at 2000C for 30

minutes (NCC, Volume 1, 2019 and AS 1670.1:2018)

2.2.73 The power supply equipment (PSE) servicing the building has a standby power source that is capable of operating the PSE if the main system failed (AS 1670.1:2018).

2.2.74 The standby power system in 2.2.73 consists of rechargeable stationary batteries (installed in accordance with AS 4029) and is capable of supplying power for at least 72 hours (AS 1670.1:2018).

2.2.75 A range of warning systems have been considered, selected, and installed in the building as appropriate (AS 1603.11).

2.2.76 The building has suitable and sufficient evacuation routes leading to a place of safety i.e., continuous paths of travel including exits, public corridors, and the like, from any part of the building including a sole occupancy unit in a Class 2 building, to a safe place.

2.2.78 Suitable perimeter vehicle access points for emergency personnel have been identified and are indicated on a plan that shows buildings and vehicle route

SAMPLE REPORT

3) STRUCTURAL SYSTEMS

Element No.

Standard

3.1.1 The builder has prepared “For Construction” drawings including any revisions, for the construction and installation of structural elements on the project.

3.1.2 The builder has prepared work instructions or method statements for the installation of structural elements on the project. 3.1.3 The builder has identified critical structural element installation stages, the required checks, inspections and verifications by an

engineer, certifier, or other suitably qualified person. 3.1.4

The builder has a project-change process in place and has kept a record of all changes to the construction and installation of structural elements on the project.

3.1.5 A range of materials and products have been assessed for their suitability as structural elements on the project.

3.2.1 The builder has conducted or received and kept records of all site and ground investigation activities, showing material (soils, rocks) tests and ground treatment options.

3.2.2 The structure or building has been designed in line with established engineering principles detailed in AS/NZS 1170.0:2002; AS/NZS 1170.0:2002; AS/NZS 1170.1:2016; AS/NZS 1170.2:2016; AS/NZS 1170.3 and AS/NZS 1170.4.

3.2.4 The builder has conducted proof-testing of samples of structural elements to ascertain their response to test-loads post-installation.

3.2.5 The design, selected structural elements and how they are installed, is such that the structure or building has the ability to fulfil specified criteria (reliability). (AS/NZS 1170.0:2002).

3.2.6 The design, selected structural elements and how they are installed, is such that the structure or building has the ability to perform adequately for normal use under all expected actions or forces (serviceability). (AS/NZS 1170.0:2002).

3.2.7 The design, selected structural elements and how they are tied together, is such that the overall structure or building is capable of withstanding actions, events, or forces without sustaining disproportionate damage (robustness). (AS/NZS 1170.0:2002).

3.2.8 The design, selected structural elements and how they are installed, is such that the structure or building can withstand chemical, biological, or physical influences which may degrade its integrity (environmental influences). (AS/NZS 11700.0:2002)

3.2.9 The importance level (i.e., consequence of failure) of the whole structure or building has been determined taking into account building occupancy and use (AS/NZS 1170.0:2002).

3.2.10 The structure or building has been designed and constructed to provide load paths to the foundation, for forces generated by all types of actions from all parts of the structure (AS/NZS 1170.0:2002)

3.2.11 High stress sections of the building have been identified at design stage and have been monitored during construction and installation of other fittings, services, or the like.

3.2.12

Where design guidance in AS/NZS 1170.0:2002 has not been followed, a special study for the new approach has been carried out and reflected on design and construction drawings.

3.3.1 Foundations have been designed, constructed, and established in accordance with AS/NZS 1170.0:2002, AS 3600:2018, NCC Volume 1, 2019 and construction drawings for the project.

3.3.2 Footings have been designed, constructed, and installed in accordance with AS/NZS 1170.0:2002, NCC Volume 1, 2019 and construction drawings for the project.

3.3.3 Piles have been designed, constructed, and installed in accordance with AS/NZS 1170.0:2002, AS/NZS 2159:2009, NCC Volume 1, 2019 and construction drawings for the project.

3.3.4 Floor slabs have been designed, constructed, and placed in accordance with AS/NZS 1170.0:2002, AS 3600:2018, NCC Volume 1, 2019 and construction drawings for the project.

3.3.5 Columns have been designed, constructed, and installed in accordance with AS/NZS 1170.0:2002, AS 3600:2018, NCC Volume 1, 2019 and construction drawings for the project.

3.3.6 Beams have been designed, constructed, and installed in accordance with AS/NZS 1170.0:2002, AS 3600:2018, AS/NZS 4100:2016, NCC Volume 1, 2019 and construction drawings for the project.

3.3.7 Walls have been designed, constructed, and installed in accordance with AS/NZS 1170.0:2002, AS 3600:2018, NCC Volume 1, 2019 and construction drawings for the project.

3.3.8 Structural connections have been designed, constructed, and installed in accordance with AS/NZS 1170.0:2002, NCC Volume 1, 2019 and construction drawings for the project.

3.3.9 Non-combustible external walls or external walls which, when exposed to fire, will provide protection from collapse, and give occupants sufficient time to live the building, have been installed (NCC, Volume 1, 2019).

3.3.10 Where light construction has been installed e.g., on beams, columns or piles in basements, the construction has been installed using a method and materials that do not degrade the fire resistance of the beams, columns, or piles.

SAMPLE REPORT

4) EXTERNAL CLADDING

Element No.

Standard

4.1.1 The builder has prepared or kept “For Construction” drawings including any revisions, for the construction and installation of external cladding on the project.

4.1.2 The builder has prepared work instructions or method statements for the installation of external cladding on the project. 4.1.3 The builder has identified critical external cladding installation stages, the required accuracy, checks, inspections and

verifications by an engineer, certifier, or other suitably qualified person. 4.1.4 The builder has a project-change process in place and has kept a record of all changes to the construction and installation of

external cladding on the project.

4.1.5 A range of materials and products have been assessed for their suitability as external cladding on the project, and the most suitable selected.

4.2.1 The builder has conducted or received and kept records of any prototype-testing on samples of external cladding to ascertain characteristics of the external cladding they represent (NCC 2019 Building Code of Australia Volume 1).

4.2.2 The builder has conducted suitable proof-testing of sections of external cladding to ascertain their response to test-loads post-installation (NCC 2019 Building Code of Australia Volume 1).

4.2.3 The design, selected external cladding and how it has been installed, is such that the cladding has the ability to fulfil specified criteria i.e., reliability (NCC 2019 Building Code of Australia Volume 1).

4.2.4 The design, selected external cladding and how it has been installed, is such that the cladding has the ability to perform adequately for normal use under all expected actions or forces i.e., serviceability (NCC 2019 Building Code of Australia Volume 1).

4.2.5 The design, selected external cladding and how it has been supported or restrained, is such that the overall installation is capable of withstanding actions, events, or forces without sustaining disproportionate damage i.e., robustness (NCC 2019 Building Code of Australia Volume 1).

4.2.6 The design, selected external cladding and how it has been installed, is such that the cladding can withstand chemical, biological, or physical influences which may degrade its integrity i.e., environmental influences (NCC 2019 Building Code of Australia Volume 1)

4.2.7 The external cladding has been selected considering, its fire hazard properties and those of the frame or wall to which the cladding will be attached (NCC 2019 Building Code of Australia Volume 1).

4.2.8 The building’s external cladding and arrangement of openings in the building, do not increase the risk to life resulting from the vertical spread of fire (NCC 2019 Building Code of Australia Volume 1).

4.2.9 Walls that have lightweight external cladding (weatherboards, fibre-cement or metal sheeting fixed to a metal frame) have thermal breaks consisting of a material with an R-Value equal to or greater than R0.2 i.e., thermal resistance (NCC 2019 Building Code of Australia Volume 1).

4.2.10 Where a Deemed-to-Satisfy solution is used, the external walls are not combustible, and have been tested according to AS 1530.1:2016 (NCC 2019 Building Code of Australia Volume 1).

4.2.11 Any attachments to the external wall do not impair the fire resistance of the external wall or create an undue fire risk to the building’s occupants as a result of fire spread or fire exits being compromised (NCC 2019 Building Code of Australia Volume 1).

4.2.12 Where a Performance Solution for combustibility is used, the external walls are able to prevent the spread of fire within and between buildings, including providing protection to building occupants and allow sufficient time for evacuation (NCC 2019 Building Code of Australia Volume 1).

4.2.13 The building’s external cladding and associated jointing, openings, penetrations, copings, cappings, cills, damp proof courses and flashings, are resistant to the effects of weather and air infiltration (NCC 2019 Building Code of Australia Volume 1).

4.2.14 The movement joint design and installation of external cladding is such that, the cumulative effect of relative movement between cladding and the frame or wall to which it is attached, is within the calculated range (NCC 2019 Building Code of Australia Volume 1).

4.2.15 The building has suitable thermal breaks between the framing and external cladding to facilitate efficient thermal performance of the building envelope i.e., separator between the conditioned and unconditioned parts of the building (NCC 2019 Building Code of Australia Volume 1).

SAMPLE REPORT

5) BUILDING ENGINEERING SERVICES

Element No.

Standard

5.1.1 The builder has prepared or kept “For Construction” and “Coordinated Drawings” including any revisions, for the construction

and installation of building engineering services on the project.

5.1.2 The builder has prepared work instructions or method statements for the installation of building engineering services on the project

5.1.3 The builder has identified critical installation stages, performance specifications, checks, inspections and verifications by an engineer, certifier, or other suitably qualified person.

5.1.4 The builder has a project-change process in place and has kept a record of all changes to the construction and installation of building engineering services on the project.

5.1.5 Materials and associated components have been assessed at design stage for their suitability and performance.

5.2.1 The maximum water pressure at any outlet in the building is 500 kPa or less (AS/NZS 3500.1:2018).

5.2.2 Measures have been implemented to prevent contamination of drinking water within the water service and the water main (AS/NZS 3500.1:2018).

5.2.3 A separation of at least 25 mm has been maintained between any above-ground water service and any electrical conduits, electrical wires or cables, consumer gas pipes and sanitary plumbing and drainage (AS/NZS 3500.1:2018).

5.2.4 Separation distances between any underground water service pipe and an electrical supply cable have been maintained in the following circumstances:

a. 100 mm for a water service pipe DN 65 or less and a mechanically protected electrical supply cable with an orange marker tape

b. 300 mm for a water service pipe greater than DN 65 and a mechanically protected electrical supply cable with an orange marker tape

c. 600 mm where the electrical supply cable is neither indicated nor protected as in (a) or (b) (AS/NZS 3500.1:2018).

5.2.5 The separation distance between any underground water service pipe and an extra-low voltage (not exceeding 50 V a.c. or 120 V ripple-free d.c.) electrical supply is at least 100 mm (AS/NZS 3500.1:2018).

5.2.6 Non-drinking water service pipework has been marked purple or has purple-coloured sleeving, netting or spirally wrapped tape (AS/NZS 3500.1:2018)

5.2.7 Isolating valves for water service pipes have been strategically located and installed including: a. At each water main b. At or near the building boundary c. At each hose reel d. At each pumping station

(AS/NZS 3500.1:2018). 5.2.8 Isolating valves have been installed so that they are accessible during normal service and in an emergency (AS/NZS

3500.1:2018).

5.2.9 Water services with rubber ring joints laid below ground are restrained by thrust blocks located at bends, junctions, terminations, valves, grades exceeding 1:5, changes in direction and pipe diameter (AS/NZS 3500.1:2018).

5.2.10 Water service pipes have been installed and tested so that there is no leakage (AS/NZS 3500.1:2018).

5.3.1 Sanitary pipes and fittings have been selected considering: a. Likely usage b. Nature of the environment c. Physical and chemical characteristics of materials and products d. Abrasion of pipes by solids or chemical attack e. Temperature variations f. Accessibility for tests, inspections, repair, and replacement

(AS/NZS 3500.2:2010). 5.3.2 The installed sanitary plumbing and drainage has been tested by hydrostatic, air pressure or vacuum testing to demonstrate that

they are watertight (AS/NZS 3500.2:2010).

5.3.3 Drains installed at grade have been joined to each other by means of a 450 junction (AS/NZS 3500.2:2010).

5.3.4 Drains not on grade have been joined by a sweep (provided that the invert of the branch drain is at least 10 mm higher than the soffit of the main drain) or 450 junctions (AS/NZS 3500.2:2010).

5.3.5 Trenches housing sanitary pipes have been backfilled and sufficiently compacted to reduce the likelihood of subsidence (AS/NZS 3500.2:2010).

5.3.6 Sanitary pipes have been clearly marked e.g., “GREYWATER” (AS/NZS 3500.2:2010).

5.4.1 Where the building is still under construction, electrical safety measures are as per AS/NZS 3012: 2019

5.4.2 All electrical installations on the project (within and without the building) are as per AS/NZS 3000:2018 Electrical installations (Wiring rules)

SAMPLE REPORT

5) BUILDING ENGINEERING SERVICES

Element No.

Standard

5.4.3 The control and isolation of safety services is arranged so that control devices for safety services are separate from those for other equipment (NCC 2019 Building Code of Australia Volume 1, AS/NZS 3000:2018)

5.4.4 An electricity substation located within the building is separated from any other part of the building by construction with a fire resistance level (FRL) of 120/120/120 or more and has any doorway in that construction protected by a self-closing fire door with an FRL of _/120/30 or more (NCC 2019 Building Code of Australia Volume 1).

5.4.5 A main switchboard located within the building which sustains emergency equipment (in the emergency mode) is separated from any other part of the building by construction with an FRL of 120/120/120 or more and has any doorway in that construction protected by a self-closing door with an FRL of _/120/30 or more (NCC 2019 Building Code of Australia Volume 1).

5.4.6 Electrical conductors located within the building and supplying a substation or main switchboard within the building, are enclosed, or otherwise protected by construction with an FRL of 120/120/120 or more (NCC 2019 Building Code of Australia Volume 1).

5.4.7 Wiring systems have been installed such that they operate safely and function properly under conditions they are likely to be exposed to (NCC 2019 Building Code of Australia Volume 1, AS/NZS 3000:2018)

5.4.8 Wiring systems that are likely to be disturbed are supported to prevent undue sagging of cables, accidental withdrawal of cables from electrical equipment exposing single-insulated conductors and are protected from mechanical damage (NCC 2019 Building Code of Australia Volume 1, AS/NZS 3000:2018).

5.4.9 Wiring systems installed in building elements in the building are such that the positioning, size of openings and any checks likely to be carried out do not reduce the structural strength of the building elements (NCC 2019 Building Code of Australia Volume 1, AS/NZS 3000:2018).

5.4.10 Openings in fire-rated building elements through which a wiring system pass are: a. Close-fitting to the wiring system and at least 50 mm from any other service opening b. 500 mm2 or less except where a single cable leaves a gap of 15 mm between the cable and the opening, in which

case the maximum cross-sectional area is 2 000 mm2 c. Such that the fire-rating of building elements is reinstated where openings remain after passage of the wiring system

(NCC 2019 Building Code of Australia Volume 1, AS/NZS 3000:2018).

5.4.11 Wiring systems penetrating building elements that are fire-rated are themselves internally sealed before penetration and externally sealed post-penetration (NCC 2019 Building Code of Australia Volume 1, AS/NZS 3000:2018)

5.4.12 All underground cable routes (except those within the confines of the building) are marked on a plan to enable the location of the cables in the future (NCC 2019 Building Code of Australia Volume 1, AS/NZS 3000:2018)

5.4.13 Emergency equipment switchgear is separated from non-emergency equipment switchgear by metal partitions designed to minimise the spread of a fault from the non-emergency equipment switchgear (NCC 2019 Building Code of Australia Volume 1).

5.4.14 A recessed electrical switch, outlet or socket is located such that: a. an opening or recess on the opposite side of the wall is not less than 300 mm horizontally, and 600 mm vertically away

from the switch, outlet, or socket b. the gap between the electrical switch, outlet or socket is fire-stopped (NCC 2019 Building Code of Australia Volume 1).

5.4.15 Where the building is under construction, fire extinguishers for Class A, B and C are always provided on each storey, next to each required exit or temporary stairway or exit (NCC 2019 Building Code of Australia Volume 1).

5.4.16 Where the building has reached an effective height of 12 m, fire hydrants and hose reels are operational on every storey covered by the roof or floor structure above, except the 2 uppermost storeys (NCC 2019 Building Code of Australia Volume 1).

5.5.1 The design and installation of consumer gas piping for high-rise (the building) has been carried out by an appropriately qualified and experienced person (AS/NZS 5601.1:2013).

5.5.2 Special considerations have been given to thermal expansion and ventilation requirements during and after installation of pipes and introduction of gas (AS/NZS 5601.1:2013).

5.5.3 Joints in copper pipes are either welded or brazed, with the exception of valves which maybe screwed or flanged (AS/NZS 5601.1:2013).

5.5.4 There is no consumer gas piping in fire exit ways or required exits (AS/NZS 5601.1:2013)

5.5.5 Gas piping components in the building are accessible for servicing, inspection, or repair (AS/NZS 5601.1:2013).

5.5.6 Pipe riser clamps are installed at regular intervals (every 7 storeys from the anchor), or evenly spaced out and located at the top and bottom of the rise (AS/NZS 5601.1:2013).

5.5.7 Consumer gas piping guides have been installed to allow the pipe clip to move in its bracket as the pipe moves (AS/NZS 5601.1:2013).

5.5.8 Valves have only been installed in vented places owing to mechanical joints which might fail resulting in gas leakage (AS/NZS 5601.1:2013).

5.5.9 Each riser in the building has a manual isolation valve located at the base of the riser, and the valve is easily accessible (AS/NZS 5601.1:2013)

5.5.10 There is a durable, permanent plan of the gas installation fixed in the building, in a visible location (AS/NZS 5601.1:2013).

5.6.1 The design of all lifts installed in the building has been registered with SafeWork NSW (Schedule 5, Part 1 to the WHS

SAMPLE REPORT

5) BUILDING ENGINEERING SERVICES

Element No.

Standard

Regulation 2017).

5.6.2 All lifts installed in the building have been registered with SafeWork NSW (Schedule 5, Part 2 to the WHS Regulation 2017).

5.6.3

An information sign stating the safe working load of each lift in the building is fixed in a prominent position in each lift (cl.236 of WHS Regulation 2017).

5.6.4 There is a safe means of entry to and exit from the base of the lift well by authorised persons (cl. 236 of the WHS Regulation 2017).

5.6.5 Each lift in the building is fitted with secure barriers and platforms to manage the risk of persons and objects falling from height (cl.236 of WHS Regulation 2017)

5.6.6 The builder has kept a record of all tests, inspections, maintenance, commissioning, and any alteration of each lift in the building (cl.237 of WHS Regulation 2017).

5.6.7 Where the builder has relinquished control of each lift in the building to any person, the builder has made available, the record of tests, inspections, maintenance, commissioning, and any alteration to that person (cl.237 of WHS Regulation 2017).

5.6.8 Each lift in the building has been installed as per the manufacturer’s instructions and technical manual.

5.6.9 Each lift in the building has been set such that the lift floor is level with the building floor at every landing

5.6.10 Each lift and its doors are such that there are no pinch points that create a risk of injury to users of the lift

5.6.11 Lighting in the lift has been set to a safe and comfortable level, taking into consideration the minimum difference of light reflectance values (LRVs) provided in Table 2 of AS 1735.12:2020

5.6.12 Lift car walls, including any mirrors, are installed to prevent nuisance reflections, optical confusion, and glare (AS 1735.12:2020).

5.6.13 Lifts in the building have information alerting occupants not to use lifts during a fire emergency (NCC 2019 Building Code of Australia Volume 1).

5.6.14 Passenger lifts installed in the building are either electric or electrohydraulic passenger lift (NCC 2019 Building Code of Australia Volume 1).

5.6.15 All lifts in the building (effective height greater than 12 m) have: a. A fire service recall control switch (group of lifts or single not forming part of a group of lifts) b. A lift car fire service drive control switch labelled “FIRE SERVICE”

(NCC 2019 Building Code of Australia Volume 1). 5.6.16 Where the building has an effective height of more than 25 m, the building has 1 or more passenger lifts fitted as emergency

lifts, to facilitate the activities of the fire brigade and other emergency services personnel (NCC 2019 Building Code of Australia Volume 1).

5.6.17 All lift cars in the building have an emergency lighting system which comes on automatically when the normal lighting supply fails and provides at least 20 lux of lighting for 2 hours (AS 1735.12:2020).

5.61.8 When the lift is in service, the cooling of the lift is such that the dry bulb temperature in the lift does not exceed 400C and that, the cooling is by a ventilation system provided with an air-change rate determined by using a temperature rise of no more than 5 K (AS 1735.12:2020).

5.6.19 Where there is a security foyer in the building and access to the lift is through a locked door, the door is in an unlocked state when there is a fire alarm or power failure (NCC 2019 Building Code of Australia Volume 1).

5.6.20 Where an audible signal is provided in the lift car, the sound level is adjustable between 35 and 65 dB(A), and the means of adjustment is only accessible to authorised persons (AS 1735.12:2020).

5.6.21 The landing and lift car doors in the building have automatic power and operated horizontally (AS 1735.12:2020).

5.6.22

The clear opening width of lift car doors is: a. 800 mm for Type 1 lift cars (including those in existing buildings) b. 900 mm for Type 2, 3 and 4 lift cars c. 1 100 mm for Type 5 lift cars

(AS 1735.12:2020). 5.6.23 The door dwell time for each lift car in the building is adjustable between 2 and 20 seconds, and where persons with reduced

mobility use the lift car, the door dwell time is at least 6 seconds (AS 1735.12:2020).

5.6.24 There are no additional features attached to the lift car walls below a height of 800 mm from the car floor (AS 1735.12:2020).

5.6.25 The dimensions of lift cars in the building are in accordance with Table 3 of AS1735.12:202 (for new buildings) in particular, for the accommodation of 1 wheelchair user and other passengers (AS 1735.12:2020).

5.6.26 Handrails in the lift car are fitted as per clause 5.3.2 of AS 1735.12:2020

5.6.27 The lift car floor is slip-resistant, considering environmental conditions and persons likely to use the lift (AS 1735.12:2020).

5.6.28 Where a single lift is in operation in a particular section of the building, landing control devices are mounted adjacent to the landing doors (AS 1735.12:2020).

5.6.29 Where 2 or more lifts are in operation and having common management of landing calls, at least one set of control devices is mounted between 2 landing doors (AS 1735.12:2020).

SAMPLE REPORT

5) BUILDING ENGINEERING SERVICES

Element No.

Standard

5.6.30 All lift car safety requirements are provided as per Clause 5 of AS 1735.12:2020 (cl.5.1 to 5.4.2.2.1)

5.6.31 The builder has obtained and kept information on how to use each lift installed in the building (AS 1735.12:2020).

5.7.1 Floors that separate sole-occupancy units in the building (Class 2 Building) from a plant room, a lift shaft, stairway, public corridor, public lobby, or such like, have insulation against the transmission of airborne and impact generated sound sufficient to prevent illness or loss of amenity to the occupants (NCC 2019 Building Code of Australia Volume 1).

5.7.2 Walls separating sole-occupancy units in the building (Class 2 building) from a plant room, a lift shaft, stairway, public corridor, public lobby, or such like, have insulation against the transmission of airborne and impact generated sound sufficient to prevent illness or loss of amenity to the occupants. (NCC 2019 Building Code of Australia Volume 1).

5.7.3 Penetrations, pipes, doors, or other services do not compromise the required (DtS or Performance Solution) sound insulation of a floor or wall (NCC 2019 Building Code of Australia Volume 1).

5.7.4 Joints in masonry, concrete slabs, and any adjoining construction, are filled solid (NCC 2019 Building Code of Australia Volume 1)

5.7.5 Joints between sheeting materials or between sheets and any adjoining construction, are taped and filled solid (NCC 2019 Building Code of Australia Volume 1).