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Sealed Judgment (4 Arakoon) - 26.05.26
A
In the Planning and Environment Court No. 2697 of 2025 (4 te
ONVENTPRUG at: Brisbane .
AND :
2 6 May 22¢° Between: BV INVESTMENTS PTY LTD ACN 657 533 983 Appellant
— |
FILED _ and: | NOOSA SHIRE COUNCIL Respondent
JUDGMENT
Before: His Honour Judge Williamson KC
Date of Hearing: 26 May 2026
Date of Order: 26 May 2026
THIS MATTER HAVING on this day come on for hearing by way of an appeal against the decision
@ of the Respondent to refuse a development application for a development permit for a material
change of use for a Dwelling House (Development Application) in respect of land located at 4
Arakoon Crescent, Sunshine Beach, more particularly described as Lot 784 on RP48111
AND UPON HEARING the solicitor for the Appellant and the Counsel for the Respondent
AND UPON READING the Notice of Appeal filed on 23 September 2025
IT IS ORDERED BY CONSENT THAT:
1. The appeal be allowed.
2. The Development Application be approved subject to the conditions and the plans
‘® contained in pages 3 to 41 of this Judgment and marked "Annexure A",
7
3, Each party bears its own costs of the proceeding.
Filed on 26 May 2026
Filed by: Thynne + Macartney
Service Address: Level 32, 123 Eagle Street, Brisbane 4000
Telephone: 07 3231 8888
Facsimile: 07 3229 0855
Email: [email protected]
JUDGMENT Thynne + Macartney
Filed on behalf of the Respondent Level 32, 123 Eagle Street
BRISBANE QLD 4001
Phone: 07 3231 8888
Form PEC-7 Fax: 07 3229 0855
Email: [email protected]
Ref: TXQ:260898
8779477_1
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Full text of pages 2 to 23 (of 80)
Page 2
Registrar 8779477_1
Page 3
"ANNEXURE A"
When Conditions must be Complied With
1. Unless otherwise stated, all conditions of this Decision Notice must be complied with prior
to the use of the building commencing, and then compliance maintained at all times while
the use continues.
Currency Period
2. This development approval lapses if the use has not happened within six (6) years from the
date final orders are made in Planning & Environment Court Proceeding No. 2697 of 2025,
unless an application to extend the currency period is approved by Council.
Approved Plans
3. Development authorised by this approval must be undertaken generally in accordance with
the Approved Plans listed in the tables below.
Plan No. Rev. Plan/Document Name Date
S100.01 C Site Plan, prepared by Shaun Lockyer Architects 12.12.2025
S100.05 D Site photos – trees 01, prepared by Shaun Lockyer 12.12.2025
Architects
S100.08 A Verge comparison sections, prepared by Shaun 12.12.2025
Lockyer Architects
S100.12 E Area plans - site cover, prepared by Shaun 12.12.2025
Lockyer Architects
S100.14 E Area plans - GFA, prepared by Shaun Lockyer 12.12.2025
Architects
S180.00 D Demolition plan, prepared by Shaun Lockyer 12.12.2025
Architects
S200.00 I Lower Floor Plan, prepared by Shaun Lockyer 12.12.2025
Architects
S200.01 J Ground Floor Plan, prepared by Shaun Lockyer 12.12.2025
Architects
S200.02 J First Floor Plan, prepared by Shaun Lockyer 12.12.2025
Architects
S200.03 G Roof Plan, prepared by Shaun Lockyer Architects 12.12.2025
S300.00 F East Elevation, prepared by Shaun Lockyer 12.12.2025
Architects
S300.01 F South Elevation, prepared by Shaun Lockyer 12.12.2025
Architects
S300.02 G West Elevation, prepared by Shaun Lockyer 19.12.2025
Architects
S300.03 E North Elevation, prepared by Shaun Lockyer 12.12.2025
Architects
Page 1 of 10
3
Page 4
S320.00 E Boundary Elevation North, prepared by Shaun 12.12.2025
Lockyer Architects
S320.01 F Boundary Elevation South, prepared by Shaun 12.12.2025
Lockyer Architects
S400.00 F Section 01, prepared by Shaun Lockyer Architects 12.12.2025
S400.01 F Section 02, prepared by Shaun Lockyer Architects 12.12.2025
S400.02 F Section 03, prepared by Shaun Lockyer Architects 12.12.2025
S400.03 F Section 04, prepared by Shaun Lockyer Architects 12.12.2025
S400.04 F Section 05, prepared by Shaun Lockyer Architects 12.12.2025
S400.05 G Section 06, prepared by Shaun Lockyer Architects 12.12.2025
S400.06 G Section 07, prepared by Shaun Lockyer Architects 12.12.2025
S400.07 F Section 08, prepared by Shaun Lockyer Architects 12.12.2025
S400.08 F Section 09, prepared by Shaun Lockyer Architects 12.12.2025
S900.01 A Landscape design – Conlon Group- Sheet 01, 12.12.2025
prepared by Shaun Lockyer Architects
S900.02 A Landscape design – Conlon Group- Sheet 02, 12.12.2025
prepared by Shaun Lockyer Architects
S900.03 A Landscape design – Conlon Group- Sheet 03, 12.12.2025
prepared by Shaun Lockyer Architects
SO20.00 I Materials and Finishes, prepared by Shaun 12.12.2025
Lockyer Architects
4
Page 5
Nature and Extent of Approved Use
4. This approval is for a Dwelling house.
Building Height
5. The maximum height of the development must not exceed 8.0 metres above the natural and
finished ground level. Including where excavation is undertaken the exposed portion of the
external façade of the building.
6. Certification must be submitted to Council from a Registered Cadastral Surveyor (Qld) which
certifies that the building does not exceed the maximum height requirement of this Decision
Notice.
External Colours & Finishes
7. All air conditioning units or other mechanical equipment must be fully enclosed or screened
such that they are not visible from the street frontages nor adjoining properties.
8. Waste storage areas, clothes drying areas and external storage areas must be screened
from view of the street.
Fencing and Walls
9. Any street fencing or structures must not exceed 2.0 metres in height above ground level.
ENGINEERING
Site Access and Driveways
10. A sealed access driveway must be provided from Arakoon Crescent to all parking and
manoeuvring areas of the development. The works must be generally in accordance with the
approved plans and undertaken in accordance with an Operational Works approval.
Stormwater Drainage
11. Stormwater runoff from the development must be disposed of on-site without causing scour
or damage to the subject site or any adjoining property. The on-site disposal must be in
accordance with the recommendations of a site specific geotechnical report and endorsed
through a Building Permit.
Easements
12. Unless otherwise agreed in writing by the relevant service provider, any public or third party
infrastructure located on the subject site must be placed within an easement registered
against the title of the property.
13. All easements must be designed in accordance with the planning scheme and granted at no
cost to the Grantee. Where the Grantee is Council or a service authority, the easement
documentation must be in accordance with the Grantee’s standard easement terms. Draft
easement documentation must be submitted to Council for endorsement.
14. All works must be kept clear of any existing or proposed easements on the subject land,
unless agreed otherwise in writing by the Grantee.
Geotechnical Stability
15. All works must be carried out in accordance with a site specific Geotechnical Report prepared
by a qualified person* and endorsed through the building permit.
*(Refer to Advisory Note)
16. Certification must be submitted to Council from a qualified person* which certifies that the
development has been constructed in accordance with the recommendations contained in
the site specific Geotechnical Report and that the development has a minimum factor of
safety against landslip of 1.5 in the long term.
*(Refer to advisory Note)
5
Page 6
Earthworks and Retaining Walls
17. All earthworks and associated retaining structures/batters, both above and below ground
level, both temporary and permanent, must be contained entirely within the subject site
unless written permission from the respective landowner(s) is provided to Council. All
earthworks must be undertaken in accordance with the provisions of Australian Standard
AS3798: Guidelines on Earthworks for Commercial and Residential Developments.
Damage to Services and Assets
18. Any damage caused to existing services and assets as a result of the development works
must be repaired at no cost to the asset owner at the following times:
a. where the damage would cause a hazard to pedestrian or vehicle safety, immediately;
or
b. where otherwise, upon completion of the works associated with the development.
Any repair work which proposes to alter the alignment or level of existing services and assets
must first be referred to the relevant service authority for approval.
Works within Erosion prone area
19. Prior to the issuing of private building certification of the dwelling house and associated
ancillary structures, plans certified by a RPEQ Geotechnical Engineer must be prepared to
demonstrate compliance with the following conditions and endorsed as part of the building
approval.
a. The built footprint of the lower floor of the proposed development must not encroach
any further into the recalculated Erosion Prone Area (EPA) of 85m than shown on
Shaun Lockyer Architects Architectural drawing S200.00 Rev I dated 12/12/2025 for
project 0428.
b. A shear pile wall or similar contiguous retaining structure must not be constructed within
the recalculated EPA of 85m (i.e. no further east than the landward extent of the EPA),
as shown on Shaun Lockyer Architects Architectural drawing S400.05 Rev G dated
12/12/2025 for project no 0428.
c. Any piles within the EPA are to be designed as non-contiguous piles to allow movement
of sediments between the piles through natural processes. A minimum pile spacing of
one pile diameter is recommended.
d. Detailed design of piling and foundations of the residence and ancillary structures must
consider the specific subsoil conditions of the site and must consider failure
mechanisms associated with the recalculated EPA of 85m as detailed in the Moffat &
Nichol memorandum dated 28 November 2025, without relying on any contiguous
retaining structures located within the EPA.
e. Piling systems and foundations are to be designed by an appropriately RPEQ qualified
and experienced engineer.
LANDSCAPE CONDITIONS
Landscaping Works
20. The development site must be landscaped. The works must be undertaken in accordance
with an Operational Works approval and the Noosa Plan for that specific area and must
include in particular:
a. The works shown on the referenced 4 Arakoon Crescent Landscape Concept Package
Issue E.
6
Page 7
b. Incorporation of additional native planting within the street verge, designed to integrate
with and enhance the existing native trees and vegetation proposed for retention.
c. Replacement of all existing native trees and vegetation required to be removed to
accommodate driveway infrastructure and building works.
d. Landscape screening that softens the dwellings built form when viewed from Arakoon
Crescent and The Esplanade.
e. The area between the dwelling and the eastern boundary being revegetated and
stabilised utilising a range of native coastal tree, shrub and groundcovers.
21. All landscape works must be established and maintained in accordance with the approved
design for the life of the development, and in a manner that ensures healthy, sustained and
vigorous plant growth. All plant material must be allowed to grow to full form and be
refurbished when its life expectancy is reached.
Retention of Existing Trees
22. Existing trees on the site and in the road reserve identified for retention must be retained in
accordance with an Arborist Report (or part thereof) prepared by a qualified person* and
endorsed through an Operational Works approval
*(Refer to Advisory Note)
DEMOLITION WORKS
23. Unless specifically conditioned otherwise, all works must comply with the relevant acceptable
solutions as contained in the Waste Management Code and Water Quality and Drainage
Code of the Noosa Plan 2020.
Works
24. Demolition must be undertaken in a manner that causes no detrimental effect upon the
amenity of the neighbourhood by reason of the creation of excessive noise, lighting, air-borne
hazards, atmospheric pollutants (including dust or odours) nuisance or any other emissions
in accordance with the nuisance provisions of the Environmental Protection Act 1994.
Waste Management
25. Adequate area must be provided on-site for the collection and separate storage of recyclable,
non-recyclable, vegetative and hazardous materials in their specific waste streams during
removal or demolition works.
26. All waste materials must be removed from the site to avoid causing unhealthy conditions,
with the site left clean, tidy and free from any debris.
27. Where a development permit has not been issued for the future use of the site, hard surfaced
areas including concrete slabs must be removed and disturbed areas must be revegetated
in accordance with PSP2 Landscaping of the Noosa Plan 2020. Alternatively, the site must
be turfed within 20 business days of completing the removal or demolition work. Health and
Safety
28. All building materials containing asbestos, including asbestos cement sheeting or roofing and
lagging, are removed from the building prior to demolition or relocation.
29. Removal of building materials containing asbestos must be undertaken by a licensed
asbestos removalist.
30. Asbestos removal work (Section 466) of the Work Health and Safety Regulation 2011
requires a licensed asbestos removalist to give notice to Workplace Health and Safety
Queensland (WHSQ) of licensed asbestos removal work at least five days before the work
commences. Notification must be made using Form 65: Notification of licensed asbestos
removal work, demolition work or emergency demolition.
7
Page 8
31. All building materials containing asbestos products are wrapped and disposed of in
accordance with the Public Health Regulation 2006 and the Environmental Protection
Regulation 2008. Note: Asbestos is a Regulated Waste. The Department of Environment &
Science licenses businesses that transport asbestos waste, and landfills that accept this
waste.
General
32. Infrastructure including reticulated water, sewerage, stormwater, and electricity must be
protected from damage and made safe to the standard required by the regulatory authority.
33. Any damage to footpaths, street plantings, natural vegetation/trees, kerb and channel,
bridges or roadways at the removal/demolition site must be repaired or reinstated to at least
pre-existing conditions.
Plumbing and Drainage
34. It is a requirement of the ‘Standard Plumbing and Drainage Regulation 2019’ that at
demolition of a building, the existing sanitary drain upstream from the connection point for a
service provider’s sewerage system must be sealed water tight. This work is deemed as
notifiable Work and must be carried out by a suitably licenced plumber who must submit an
As Constructed plan and Form 4 (Notifiable Works Form) to the QBCC (Queensland Building
Construction Commission) within 10 days of completing the work.
8
Page 9
1. REFERENCE DOCUMENTS
Plan No. Rev. Plan/Document Name Date
N/A E 4 Arakoon Crescent Sunshine Beach N/A
Landscape Concept Plan
Prepared by Conlon Group
23403-002 1 Geotechnical Investigation December 2025
Prepared by Tectonic
2. FURTHER DEVELOPMENT PERMITS REQUIRED
Type of Development Subject of the required Development
Operational Works Vehicle Crossover, Landscaping
Building Works All Building Works
9
Page 10
3. ADVISORY NOTES
The following notes are included for guidance and information purposes only and do not form part
of the assessment manager conditions:
Infrastructure Charges
1. All developments and/or changes to existing developments may require payment of
“Infrastructure Charges” (as applicable) in accordance with Council’s “Charges Resolution”
made pursuant to the planning legislation and regulations current at the time of issue. For
further information, please refer to https://www.noosa.qld.gov.au/planning-
development/development-tools-guidelines/infrastructure-charges
Building and Construction Industry (Portable Long Service Leave) Levy
2. The QLeave levy must be paid prior to the issue of a development permit where it is required.
Council will not be able to issue a Decision Notice without receipt of details that the Levy has
been paid.
Qualified Person
3. For the purpose of preparing a Geotechnical Report, and for certifying geotechnical stability
for the development, a qualified person is considered to be a person who:
a. is a Registered Professional Engineer of Queensland (RPEQ); and
b. has a degree in civil engineering or engineering geology; and
c. has a minimum of 5 years experience in the field of geotechnical engineering or
engineering geology.
4. For the purpose of Landscaping, a qualified person is considered to be a person with either:
a. ISA certification; or
b. a Diploma of Arboriculture in addition to a minimum of 3 years current experience in
the field of arboriculture.
5. For the purpose of preparing a Landscape Plan, a qualified person is considered to be a
landscape architect, landscape designer and/or horticulturist with a minimum of 3 years
current experience in the field of landscape design.
6. For the purpose of preparing an Arborist Report, a qualified person is considered to be a
person with either:
a. ISA certification; or
b. a Diploma of Arboriculture in addition to a minimum of 3 years current experience in
the field of arboriculture.
7. For the purpose of preparing a Fauna Management Plan, a qualified person is considered to
be an ecologist with a minimum of 3 years current experience in the field of fauna assessment
and management.
Construction Management Plan
8. Prior to works commencing a Construction Management Plan must be submitted to Council
as part of a Road Reserve Permit. Note any damage to the existing road system as a result
of haulage operations shall be fully repaired at the applicant’s expense
Fires in Urban Areas
9. In urban areas fires are prohibited except where in an appliance is used for domestic heating
or cooking purposes, which must comply with particular standards. Any area identified as a
fire pit area on approved plans is to be in accordance with Local Law & Subordinate Local
Law No. 3, Schedule 3. Refer to the following link for details:
https://www.noosa.qld.gov.au/community/local-laws/local-laws-overview
10
Page 11
Works within Road reserve
10. Any works within the road reserve including vegetation clearing or storage of materials must
be approved through a road reserve permit by Council.
Equitable Access and Facilities
11. The plans for the proposed building work have NOT been assessed for compliance with the
requirements of the National Construction Code - Building Code of Australia (Volume 1) as
they relate to people with disabilities. Your attention is also directed to the fact that in addition
to the requirements of the National Construction Code as they relate to people with
disabilities, one or more of the following may impact on the proposed building work:
a. the Disability Discrimination Act 1992 (Commonwealth);
b. the Anti-Discrimination Act 1991 (Queensland); and
c. the Disability (Access to Premises – Buildings) Standards
Building and Construction Industry (Portable Long Service Leave) Levy
12. The QLeave levy must be paid prior to the issue of a development permit where it is required.
Council will not be able to issue a Decision Notice without receipt of details that the Levy has
been paid.
Co-ordination of Operational Works Assessment
13. Additional application fees apply to Operational Work applications where the different
aspects of the works are lodged separately. Significant savings in application fees will result
if all works are lodged in a single application.
Preparation of a Preliminary Construction Management Plan
14. A preliminary Construction Management Plan must be submitted with the Operational Works
application and must address the following:
a. traffic management during all aspects of the construction phase of the Operational
Works including:
i. a Traffic Management Control Plan in accordance with the Manual of Uniform
Traffic Control Devices (MUTCD) detailing all temporary signage and traffic
control measures prior to construction
ii. maintenance of safe pedestrian and vehicle access for the areas affected by the
works during and after daily construction has ceased
iii. proposed fencing to the site during the construction phase of the development
iv. provision for worker car parking
b. maintenance and protection of water quality and existing drainage lines through the
construction site, through the implementation of appropriate erosion and sediment
control measures
c. works programme identifying key components of the works and their respective
durations
d. establishment of a communication protocol with the general public, adjoining owners,
emergency services and local businesses to advise of agreed construction times,
impacts on traffic, services and other relevant issues.
e. Include a post out to the local residents and businesses advising of the proposed
development, the expected time frames and the site contact details.
f. Include signage in prominent locations on the boundaries of the site advising of the
proposed development, the expected time frames and the site contact details.
g. identification of complaint management procedures including:
i. contact details for the on-site manager
11
Page 12
ii. dispute resolution procedures
h. details on the location of external fill/dump sites/sources, the haulage route, type of
vehicle to be utilised during filling operations and frequency of usage. NB any damage
to the existing road system as a result of haulage operations shall be fully repaired at
the applicant’s expense
i. it is acknowledged that the preliminary Construction Management Plan will be a draft
document requiring finalisation upon appointment of the Principal Contractor employed
to construct the works and a final document will be required to be submitted at the Pre-
Start Meeting for the project.
Private Infrastructure
15. All private infrastructure for the development must be designed to meet the planning scheme
requirements unless otherwise agreed by the relevant authority
Road Reserve Permit
16. This development permit provides the applicant with written authority to undertake the
prescribed works. Any additional activities that are undertaken inside Council’s road reserve
for the purpose of acting on this development permit and any associated building permit may
require a Road Reserve Permit. These additional activities may include, but are not limited
to, hoarding, pedestrian diversions, laneway closures, etc. To apply for a Road Reserve
Permit, or for more information, Contact Council’s Road Reserve Officer at
[email protected]
Page 13
area
sewer manhole
timber site details
g line
786
erosion prone
stormwater manhole S
building RP48111
l buildin
existing trees to 4 Arakoon Crescent
be removed Sunshine Beach, QLD 4567
gully trap
coasta
deck Lot 784 on RP 48111
nt
Site Area 570 sqm
I 10° 30 041m
pressure sewer existing tree to be
' 135''
ce
site bo
unitywater records undary removed and replaced
I 7.
I 40.234
res
m appr
ox I 10
undary
0° 30'
135''
nc
existing trees to be
approx
site bo
removed and replaced
k oo
ara
proposed 784
approx I 6° I 8.067m
51' 135''
driveway
provide modified RP48111 proposed multi-storey
crossover to ipwea 604m2
ary
building as part of a
135''
std dwg RSD-100
areas
site bound
different application
0° 30'
locally modify verge
ox I 19
profily to tie into power pole
proposed crossover
m appr
heights by civil thick vegetation
15.088
engineer design
I
existing trees to be
undary
removed and
site bo
replaced
site bo
proposed upgrading undary
I 39.721
m appr
of existing driveway ox I 10
784 0° 30'
135'' existing tree to be
site boundary I 15.5
removed and replaced
RP48111 existing tree to
be removed
locally modify verge 570m2
profily to tie into
proposed crossover thick vegetation
heights by civil proposed two
70m approx I 356°
engineer design
pressure sewer storey building
135''
unitywater records
0° 30'
existing tree to be
removed and replaced
ox I 19
08' 135''
notes
m appr
ar
ak
15.088
oo
1. All works to be carried out in
nc
I
undary
accordance with the general
re
sc
construction notes on coversheet
site bo
en
site bo
of this package.
t
undary
I 35.858
m appr
ox I 28
0° 30'
135''
2. All works to be carried out in
deck
accordance with the DA and BA
including drawings & conditions.
multi storey
building 3. Handrails are required to all
stairsways where a change of
783
level of 575mm or greater occurs
RP48111
as per BCA 2013 Part 32.9.2.4.
1 site plan
- 1 : 300
DRAWN REV DATE ISSUE PROJECT CLIENT DRAWING NAME PHASE DWG NO REV PROJECT NO 0428
aca A 18/04/2024 client review 4-6 Arakoon Crescent BV Investments Pty Ltd southern house SD S100.01 C SCALE As indicated
aca B 11/06/2024 DA issue review Sunshine Beach QLD 4567
A3
site plan
aca C 12/12/2025 ADR registrar response
schematic design 1:1 @
Do not scale from drawings. Dimensions are to be checked on site prior to commencement of work. Discrepancies to be brought to the attention of the author. Any dimensions not nominated must be referred to the Architect for confirmation. The concepts and information contained in this document are the copyright of Architect. Use or copying of the document in whole or in part without the written permission of the Architect constitutes an infringement of copyright.
13
Page 14
1
S100.08
sewer manhole
S
timber
stormwater manhole
building
786
thick vegetation RP48111
2 deck
S100.08
I 10° 30 041m
' 135''
pressure sewer site bo
nt
undary
unitywater records
I 7.
I 40.234
ce
m appr
ox I 10
undary
0° 30'
135''
res
approx
site bo
nc
T11
T12 proposed multi-storey
k oo
784 building as part of a
ara
T10
approx I 6° I 8.067m
different application
51' 135''
RP48111
604m2
ary
135''
E13
site bound
0° 30'
E10 T2
E12
ox I 19
power pole
existing driveway
m appr
E11
extent thick vegetation T13
15.088
I
undary
FFL 26.965 proposed
site bo
proposed upgrading FFL 26.420 existing site bo
undary
I 39.721
of existing driveway m appr
ox I 10
784 0° 30'
135''
T15
site boundary I 15.5
E14 FFL 29.134 proposed RP48111
FFL 28.750 existing
3 570m2
S100.08 E15 T2 E4
thick vegetation
70m approx I 356°
proposes two
pressure sewer storey building
135''
unitywater records
0° 30'
E16 E17
T2
ox I 19
08' 135''
m appr
ar
E18 E3
ak
15.088
oo
nc
E19
I
undary
re
sc
site bo
en
site bo
T2
t
undary
783 I 35.858
m appr
ox I 28
RP48111 E5 0° 30'
135''
E4
deck multi storey E3
building
thick T15
vegetation
T12 (?)
DRAWN REV DATE ISSUE PROJECT CLIENT DRAWING NAME PHASE DWG NO REV PROJECT NO 0428
aca A 12/04/2024 internal review 4-6 Arakoon Crescent BV Investments Pty Ltd southern house SD S100.05 D SCALE As indicated
aca B 18/04/2024 client review Sunshine Beach QLD 4567
A3
site photos - trees 01
aca C 11/06/2024 DA issue review
aca D 12/12/2025 ADR registrar response
schematic design 1:1 @
Do not scale from drawings. Dimensions are to be checked on site prior to commencement of work. Discrepancies to be brought to the attention of the author. Any dimensions not nominated must be referred to the Architect for confirmation. The concepts and information contained in this document are the copyright of Architect. Use or copying of the document in whole or in part without the written permission of the Architect constitutes an infringement of copyright.
14
Page 15
site boundary
6.0m setback
public road
public road 7360 6m setback
light vegetated verge
S - Section 21 - 8 Arakoon Crescent existing verge
1 8 Arakoon Crescent 6 Arakoon Crescent 4 Arakoon Crescent
S100.05 1 : 250
site boundary
6.0m setback
public road
public road 8327 6m setback
fully vegetated verge
S - Section 22 - 6 Arakoon Crescent street view street view proposed verge - 6 Arakoon
2
S100.05 1 : 250
site boundary
6.0m setback
public road
public road 18536 6m setback
highly dense vegetated verge
street view street view
proposed verge - 4 Arakoon
3 S - Section 23 - 8 Arakoon Crescent
S100.05 1 : 250
DRAWN REV DATE ISSUE PROJECT CLIENT DRAWING NAME PHASE DWG NO REV PROJECT NO 0428
aca A 12/12/2025 ADR registrar response 4-6 Arakoon Crescent BV Investments Pty Ltd southern house SD S100.08 A SCALE As indicated
Sunshine Beach QLD 4567
A3
verge comparison sections
schematic design 1:1 @
Do not scale from drawings. Dimensions are to be checked on site prior to commencement of work. Discrepancies to be brought to the attention of the author. Any dimensions not nominated must be referred to the Architect for confirmation. The concepts and information contained in this document are the copyright of Architect. Use or copying of the document in whole or in part without the written permission of the Architect constitutes an infringement of copyright.
15
Page 16
129.50 m2 284.0 m2
1 lower floor plan - site cover 2 ground floor plan - site cover
N300.00 1 : 250 N300.00 1 : 250
132.5 m2
3 upper floor plan - site cover
N300.00 1 : 250
legend site cover calculation (Noosa definition) ground floor are (GFA - Noosa definition) gross building area (GBA - construction cost)
SITE AREA: GFA GBA
site cover area
allowable site cover for the 570m2 site: lower floor 208.3 m2 lower floor 208. m2
ground floor 50%: 285m2
GFA area first/lower floor 30%: 171m2 ground floor 149.8 m2 \ ground floor 230.8 m2
24.5 m2 (50.9/2)
proposed site cover: upper floor 104.0 m2
construction cost area - 100% lower floor 129.5 m2 22.7% upper floor 132.5 m2
ground floor 284.0 m2 49.8% total GFA 462.1 m2 73.6 m2 (147.2/2)
upper floor 132.5 m2 23.2%
construction cost area - 50% total GBA 669.4 m2
DRAWN REV DATE ISSUE PROJECT CLIENT DRAWING NAME PHASE DWG NO REV PROJECT NO 0428
aca B 12/04/2024 internal review 4-6 Arakoon Crescent BV Investments Pty Ltd southern house SD S100.12 E SCALE As indicated
aca C 18/04/2024 client review Sunshine Beach QLD 4567
A3
area plans - site cover
aca D 11/06/2024 DA issue review
aca E 12/12/2025 ADR registrar response
schematic design 1:1 @
Do not scale from drawings. Dimensions are to be checked on site prior to commencement of work. Discrepancies to be brought to the attention of the author. Any dimensions not nominated must be referred to the Architect for confirmation. The concepts and information contained in this document are the copyright of Architect. Use or copying of the document in whole or in part without the written permission of the Architect constitutes an infringement of copyright.
16
Page 17
208.3 m2 149.8 m2
1 lower floor plan - GFA 2 ground floor plan - GFA
N300.00 1 : 250 N300.00 1 : 250
104.0 m2
3 upper floor plan - GFA
N300.00 1 : 250
legend site cover calculation (Noosa definition) ground floor are (GFA - Noosa definition) gross building area (GBA - construction cost)
SITE AREA: GFA GBA
site cover area
allowable site cover for the 570m2 site: lower floor 208.3 m2 lower floor 208. m2
ground floor 50%: 285m2
GFA area first/lower floor 30%: 171m2 ground floor 149.8 m2 \ ground floor 230.8 m2
24.5 m2 (50.9/2)
proposed site cover: upper floor 104.0 m2
construction cost area - 100% lower floor 129.5 m2 22.7% upper floor 132.5 m2
ground floor 284.0 m2 49.8% total GFA 462.1 m2 73.6 m2 (147.2/2)
upper floor 132.5 m2 23.2%
construction cost area - 50% total GBA 669.4 m2
DRAWN REV DATE ISSUE PROJECT CLIENT DRAWING NAME PHASE DWG NO REV PROJECT NO 0428
aca B 12/04/2024 internal review 4-6 Arakoon Crescent BV Investments Pty Ltd southern house SD S100.14 E SCALE As indicated
aca C 18/04/2024 client review Sunshine Beach QLD 4567
A3
area plans - GFA
aca D 11/06/2024 DA issue review
aca E 12/12/2025 ADR registrar response
schematic design 1:1 @
Do not scale from drawings. Dimensions are to be checked on site prior to commencement of work. Discrepancies to be brought to the attention of the author. Any dimensions not nominated must be referred to the Architect for confirmation. The concepts and information contained in this document are the copyright of Architect. Use or copying of the document in whole or in part without the written permission of the Architect constitutes an infringement of copyright.
17
Page 18
area
sewer manhole
timber
erosion prone
stormwater manhole S
building
g line
existing trees to be
l buildin
removed
gully trap
coasta
deck
existing tree to be
I 10° 30 041m
' 135''
site bo
undary
I
removed and replaced
40.234
I 7.
nt
m appr
ox I 10
demolish existing shed 0° 30'
ce
undary
135''
res
approx
site bo
existing trees to be demolish existing
nc
removed and replaced retaning walls
k oo
proposed concrete
driveway
ara
784
approx I 6° I 8.067m
RP48111
51' 135''
pressure sewer 604m2
ary
unitywater records
site bound
thick vegetation
135''
demolish existing pool demolish existing
0° 30'
and paving retaning walls
power pole
ox I 19
existing tree to be demolish existing existing trees to be
retaning walls removed
m appr
removed and remove existing
replaced fence and gate remove existing garden
15.088
existing trees requiring
I
undary
existing concrete removal - arborist to advise
driveway to be removed on removal process
site bo
remove existing site bo
undary existing tree to be
I 39.721
driveway and drawinge m appr
ox I 10 removed and replaced
784 0° 30'
135''
existing block retaning RP48111 demolish existing stair
site boundary I 15.5
wall to be demolished
570m2
existing tree to be demolish existing terrace
removed and replaced
thick vegetation
70m approx I 356°
pressure sewer demolish existing two
unitywater records storey timber building
existing tree to be
135''
08' 135''
removed and replaced
0° 30'
remove existing paving
ox I 19
ar
m appr
ak
retain existing walls
oo
15.088
nc
re
I
undary
sc
en
site bo
t
site bo demolish existing
undary
I 35.858
m appr
paving
ox I 28
0° 30'
135''
deck
multi storey
building
demolition notes
1. demolition or removal of all structures to comply with AS2601.
2. remove all elements shown hatched
3. remove existing landscaping, and trees where noted
4. all services (power, gas, water, etc.) to be disconnected.
5. plumbing drains and sewer main to be sealed and capped.
contractor to obtain plumbing approval from council
DRAWN REV DATE ISSUE PROJECT CLIENT DRAWING NAME PHASE DWG NO REV PROJECT NO 0428
aca A 12/04/2024 internal review 4-6 Arakoon Crescent BV Investments Pty Ltd southern house SD S180.00 D SCALE As indicated
aca B 18/04/2024 client review Sunshine Beach QLD 4567
A3
demolition plan
aca C 11/06/2024 DA issue review
aca D 12/12/2025 ADR registrar response
schematic design 1:1 @
Do not scale from drawings. Dimensions are to be checked on site prior to commencement of work. Discrepancies to be brought to the attention of the author. Any dimensions not nominated must be referred to the Architect for confirmation. The concepts and information contained in this document are the copyright of Architect. Use or copying of the document in whole or in part without the written permission of the Architect constitutes an infringement of copyright.
18
Page 19
S T U V W X Y Z
2500 1930 4675 4450 1560 5115 5000
1 1 1 1
S400.00 S400.01
coastal building line
S400.02 S400.03
erosion pron
1 site boundary I 39.721m approx I 100° 30' 135''
1 S320.00
e area
S400.08
1.5m setback
10
2.0m setback building over
1300
2.5m setback
existing building lower level deck line
11 seat seat robe robe
candelivered balcony - 12.0m setback
1
6.0m
existing building upper level roof line
15.0m setback
1300
S400.07
s
FFL 23.750
etbac
12 tim01
ensuite 01 bedroom 01
k
til01
family room games room corridor shw
wc vnt
tim01 tim01 tim01
3595
FFL 23.750
site b
wc vnt
ensuite 02 shw
existing house - outward roof projection
seat
ound
tv til01
seat bedroom 02
a
storage
13 tim01
ry I 1
building over FFL 23.750
existing house - external wall line
dry
lift stair
5.570
2130
storage robe
m
FFL 23.750
appro
1 laundry
14 S400.06
robe
x I 35
til01 vnt server
1 powder room wc
1835
6° 08
snk
building over
S400.05 wm dry FFL 23.750
til01
fixed window tim01
' 135
ensuite 03 bedroom 03
15 til01 shw
''
920
pool linen wc vnt
16
2.5m setback
2.0m setback
1 1.5m setback
S400.04 service area
FFL 33.000
1
S320.01
site boundary I 35.858m approx I 280° 30' 135''
1 lower floor plan
N300.00 1 : 100
general notes general items legend
RL 60.200 spot level L1 (level) window code. refer to window component code. 20 step up code. note step line
1. all works to be carried out in accordance with the general construction 6. levels and services locations for civil works may vary from those shown -
notes in coversheets of this package. verify all levels and services locations prior to commencement of tos = top of step w01 (window ref) elevations + door/window dp01 (refer material code for similar) occurs on low side of level
2. all works to be carried out in accordance with the DA (if required) and BA construction. bos = bottom of step hardware schedules low lvl low lvl + 20 mm change
including drawings & conditions. 7. concrete profile and blockwork setout is provided on 220 (series) of RL = lvl at point (AHD typ)
3. handrails are required to all stairways where a change of level of drawings, refer to these for setout. licensed surveyor to establish grids.
RL xx.xxx top of wall (surface) level door/gate code. refer to window ceiling code hose cock. refer serivces
1000mm or greater occurs as per BCA 2013 Part 3.9.2.4. where discrepancies occur the 220 series drawings are to take L1 (level)
d01 elevations + door/window 2700 * heights are relative to assocaited schedule. client to confirm
4. where boundary locations are not clear, the builder shall arrange for precedent. (door/gate ref) height* hc
hardware schedules Ipb01 finish** finished floor locations
survey to locate the boundaries and complete an identification survey
* refer finishes schedule
prior to setting out the new work. SSL xx.xxx structural slab level
5. contours shown are existing and do not represent finished levels.
material code. refer finishes J0.1 joinery code. refer to cabinetry (cos) check on site
Ipb01 Ipb01 schedule (typical). elevations on 820 (series) and (mir) mirrored detail
FFL xx.xxx finished floor level (refer also to sanitary/ applicances/
level joinery
details on 830 (series) drawings (sim) similar detail
reference
lighting/services as appropriate) (part) partial detial
DRAWN REV DATE ISSUE PROJECT CLIENT DRAWING NAME PHASE DWG NO REV PROJECT NO 0428
aca F 04/04/2024 client review 4-6 Arakoon Crescent BV Investments Pty Ltd southern house SD S200.00 I SCALE 1 : 100
aca G 12/04/2024 internal review Sunshine Beach QLD 4567
A3
lower floor plan
aca H 11/06/2024 DA issue review
aca I 12/12/2025 ADR registrar response
schematic design 1:1 @
Do not scale from drawings. Dimensions are to be checked on site prior to commencement of work. Discrepancies to be brought to the attention of the author. Any dimensions not nominated must be referred to the Architect for confirmation. The concepts and information contained in this document are the copyright of Architect. Use or copying of the document in whole or in part without the written permission of the Architect constitutes an infringement of copyright.
19
Page 20
S T U V W X Y Z
2500 1930 4675 4450 1560 5115 5000
1 1 1 1
S400.00 S400.01
coastal building line
S400.02 S400.03
erosion pron
1 meters
site boundary I 39.721m approx I 100° 30' 135''
S320.00 1 mailbox side access
e area
S400.08 FFL 26.895
stn01
bin area
1.5m setback
10 mailbox and FFL 26.820
house number 2.0m setback
1300
2.5m setback wc pwd
sliding screen
existing building lower level deck line
11 vnt
candelivered balcony - 12.0m setback
storage wine
1
6.0m
existing building upper level roof line
15.0m setback
1300
S400.07
s
etbac
12 double garage
driveway
st
k
con03 storage
ovn
dining area
pantry outdoor dining
3595
FFL 26.900
site b
ckt kitchen stn02
bulkhead
existing house - outward roof projection
stn02 stn02
ound
FFL 26.895 pantry storage
a
13
ry I 1
existing house - external wall line
seat lift snk
5.570
stair
2130
frg living area outdoor living
m
front courtyard
frz
appro
1 planter
stn01
seat
14 S400.06
x I 35
FFL 26.900
entry corridor
bulkhead
1
1835
6° 08
stn02
S400.05
6000
' 135
fire place
15
''
920
tv
pool seat
pool equipment
16
2.5m setback sliding doors
building over 2.0m setback seat building over
service area
1 outdoor
1.5m setback
S400.04 shower
1 planter
S320.01
site boundary I 35.858m approx I 280° 30' 135''
1 ground floor plan
N300.00 1 : 100
general notes general items legend
RL 60.200 spot level L1 (level) window code. refer to window component code. 20 step up code. note step line
1. all works to be carried out in accordance with the general construction 6. levels and services locations for civil works may vary from those shown -
notes in coversheets of this package. verify all levels and services locations prior to commencement of tos = top of step w01 (window ref) elevations + door/window dp01 (refer material code for similar) occurs on low side of level
2. all works to be carried out in accordance with the DA (if required) and BA construction. bos = bottom of step hardware schedules low lvl low lvl + 20 mm change
including drawings & conditions. 7. concrete profile and blockwork setout is provided on 220 (series) of RL = lvl at point (AHD typ)
3. handrails are required to all stairways where a change of level of drawings, refer to these for setout. licensed surveyor to establish grids.
RL xx.xxx top of wall (surface) level door/gate code. refer to window ceiling code hose cock. refer serivces
1000mm or greater occurs as per BCA 2013 Part 3.9.2.4. where discrepancies occur the 220 series drawings are to take L1 (level)
d01 elevations + door/window 2700 * heights are relative to assocaited schedule. client to confirm
4. where boundary locations are not clear, the builder shall arrange for precedent. (door/gate ref) height* hc
hardware schedules Ipb01 finish** finished floor locations
survey to locate the boundaries and complete an identification survey
* refer finishes schedule
prior to setting out the new work. SSL xx.xxx structural slab level
5. contours shown are existing and do not represent finished levels.
material code. refer finishes J0.1 joinery code. refer to cabinetry (cos) check on site
Ipb01 Ipb01 schedule (typical). elevations on 820 (series) and (mir) mirrored detail
FFL xx.xxx finished floor level (refer also to sanitary/ applicances/
level joinery
details on 830 (series) drawings (sim) similar detail
reference
lighting/services as appropriate) (part) partial detial
DRAWN REV DATE ISSUE PROJECT CLIENT DRAWING NAME PHASE DWG NO REV PROJECT NO 0428
aca G 12/04/2024 internal review 4-6 Arakoon Crescent BV Investments Pty Ltd southern house SD S200.01 J SCALE 1 : 100
aca H 18/04/2024 client review Sunshine Beach QLD 4567
A3
ground floor plan
aca I 11/06/2024 DA issue review
aca J 12/12/2025 ADR registrar response
schematic design 1:1 @
Do not scale from drawings. Dimensions are to be checked on site prior to commencement of work. Discrepancies to be brought to the attention of the author. Any dimensions not nominated must be referred to the Architect for confirmation. The concepts and information contained in this document are the copyright of Architect. Use or copying of the document in whole or in part without the written permission of the Architect constitutes an infringement of copyright.
20
Page 21
S T U V W X Y Z
2500 1930 4675 4450 1560 5115 5000
1 1 1 1
S400.00 S400.01
coastal building line
S400.02 S400.03
erosion pron
1 site boundary I 39.721m approx I 100° 30' 135''
S320.00 1 planter
e area
S400.08
1.5m setback
10 planter
2.0m setback planter
1300
2.5m setback
existing building lower level deck line
11
candelivered balcony - 12.0m setback
1
6.0m
existing building upper level roof line
planter
15.0m setback
1300
S400.07 wc
master robe
s
shw
etbac
tim01
12
k
master ensuite
building over
vnt master bedroom outdoor lounge
stn02 tim01 FFL 30.050
bath FFL 30.050 FFL 30.050
3595
vnt
robe robe
site b
existing house - outward roof projection
ound
a
seat
13
ry I 1
bu
existing house - external wall line
ildi
lift
5.570
ng
stair japanese outdoor lounge
ove
2130
bath
r
stn02
approm
1 seat
seat
14 S400.06
x I 35
lounge area retreat
building over
1
1835
6° 08
S400.05 tim01
tim01
FFL 30.050
' 135
15
''
920
planter
planter seat
16
2.5m setback
2.0m setback
1 1.5m setback
S400.04
1
S320.01
site boundary I 35.858m approx I 280° 30' 135''
1 upper floor plan
N300.00 1 : 100
general notes general items legend
RL 60.200 spot level L1 (level) window code. refer to window component code. 20 step up code. note step line
1. all works to be carried out in accordance with the general construction 6. levels and services locations for civil works may vary from those shown -
notes in coversheets of this package. verify all levels and services locations prior to commencement of tos = top of step w01 (window ref) elevations + door/window dp01 (refer material code for similar) occurs on low side of level
2. all works to be carried out in accordance with the DA (if required) and BA construction. bos = bottom of step hardware schedules low lvl low lvl + 20 mm change
including drawings & conditions. 7. concrete profile and blockwork setout is provided on 220 (series) of RL = lvl at point (AHD typ)
3. handrails are required to all stairways where a change of level of drawings, refer to these for setout. licensed surveyor to establish grids.
RL xx.xxx top of wall (surface) level door/gate code. refer to window ceiling code hose cock. refer serivces
1000mm or greater occurs as per BCA 2013 Part 3.9.2.4. where discrepancies occur the 220 series drawings are to take L1 (level)
d01 elevations + door/window 2700 * heights are relative to assocaited schedule. client to confirm
4. where boundary locations are not clear, the builder shall arrange for precedent. (door/gate ref) height* hc
hardware schedules Ipb01 finish** finished floor locations
survey to locate the boundaries and complete an identification survey
* refer finishes schedule
prior to setting out the new work. SSL xx.xxx structural slab level
5. contours shown are existing and do not represent finished levels.
material code. refer finishes J0.1 joinery code. refer to cabinetry (cos) check on site
Ipb01 Ipb01 schedule (typical). elevations on 820 (series) and (mir) mirrored detail
FFL xx.xxx finished floor level (refer also to sanitary/ applicances/
level joinery
details on 830 (series) drawings (sim) similar detail
reference
lighting/services as appropriate) (part) partial detial
DRAWN REV DATE ISSUE PROJECT CLIENT DRAWING NAME PHASE DWG NO REV PROJECT NO 0428
aca G 12/04/2024 internal review 4-6 Arakoon Crescent BV Investments Pty Ltd southern house SD S200.02 J SCALE 1 : 100
aca H 18/04/2024 client review Sunshine Beach QLD 4567
A3
first floor plan
aca I 11/06/2024 DA issue review
aca J 12/12/2025 ADR registrar response
schematic design 1:1 @
Do not scale from drawings. Dimensions are to be checked on site prior to commencement of work. Discrepancies to be brought to the attention of the author. Any dimensions not nominated must be referred to the Architect for confirmation. The concepts and information contained in this document are the copyright of Architect. Use or copying of the document in whole or in part without the written permission of the Architect constitutes an infringement of copyright.
21
Page 22
S T U V W X Y Z
2500 1930 4675 4450 1560 5115 5000
1 1 1 1
S400.00 S400.01
coastal building line
S400.02 S400.03
erosion pron
1 site boundary I 39.721m approx I 100° 30' 135''
S320.00 1
e area
S400.08
1.5m setback
10
2.0m setback
1300
2.5m setback
existing building lower level deck line
11
candelivered balcony - 12.0m setback
1
6.0m
existing building upper level roof line
15.0m setback
1300
S400.07 skylight
s
etbac
12
k
3595
site b
existing house - outward roof projection
ound
a
13
ry I 1
existing house - external wall line
5.570
2130
approm
1
14 S400.06
x I 35
1
1835
6° 08
S400.05
' 135
15
''
920
16
2.5m setback
2.0m setback
1 1.5m setback
S400.04
1
S320.01
site boundary I 35.858m approx I 280° 30' 135''
1 roof plan
1 : 100
general notes general items legend
RL 60.200 spot level L1 (level) window code. refer to window component code. 20 step up code. note step line
1. all works to be carried out in accordance with the general construction 6. levels and services locations for civil works may vary from those shown -
notes in coversheets of this package. verify all levels and services locations prior to commencement of tos = top of step w01 (window ref) elevations + door/window dp01 (refer material code for similar) occurs on low side of level
2. all works to be carried out in accordance with the DA (if required) and BA construction. bos = bottom of step hardware schedules low lvl low lvl + 20 mm change
including drawings & conditions. 7. concrete profile and blockwork setout is provided on 220 (series) of RL = lvl at point (AHD typ)
3. handrails are required to all stairways where a change of level of drawings, refer to these for setout. licensed surveyor to establish grids.
RL xx.xxx top of wall (surface) level door/gate code. refer to window ceiling code hose cock. refer serivces
1000mm or greater occurs as per BCA 2013 Part 3.9.2.4. where discrepancies occur the 220 series drawings are to take L1 (level)
d01 elevations + door/window 2700 * heights are relative to assocaited schedule. client to confirm
4. where boundary locations are not clear, the builder shall arrange for precedent. (door/gate ref) height* hc
hardware schedules Ipb01 finish** finished floor locations
survey to locate the boundaries and complete an identification survey
* refer finishes schedule
prior to setting out the new work. SSL xx.xxx structural slab level
5. contours shown are existing and do not represent finished levels.
material code. refer finishes J0.1 joinery code. refer to cabinetry (cos) check on site
Ipb01 Ipb01 schedule (typical). elevations on 820 (series) and (mir) mirrored detail
FFL xx.xxx finished floor level (refer also to sanitary/ applicances/
level joinery
details on 830 (series) drawings (sim) similar detail
reference
lighting/services as appropriate) (part) partial detial
DRAWN REV DATE ISSUE PROJECT CLIENT DRAWING NAME PHASE DWG NO REV PROJECT NO 0428
aca D 12/04/2024 internal review 4-6 Arakoon Crescent BV Investments Pty Ltd southern house SD S200.03 G SCALE 1 : 100
aca E 18/04/2024 client review Sunshine Beach QLD 4567
A3
roof plan
aca F 11/06/2024 DA issue review
aca G 12/12/2025 ADR registrar response
schematic design 1:1 @
Do not scale from drawings. Dimensions are to be checked on site prior to commencement of work. Discrepancies to be brought to the attention of the author. Any dimensions not nominated must be referred to the Architect for confirmation. The concepts and information contained in this document are the copyright of Architect. Use or copying of the document in whole or in part without the written permission of the Architect constitutes an infringement of copyright.
22
Page 23
16 15 14 13 12 11 10
920 1835 2130 3595 1300 1300 1
S320.00
1 1 1 1 1 1
site boundary
S320.01 S400.04 S400.05 S400.06 S400.07 S400.08
site boundary
roof
RL33.950
900
tbs01 tbs01 parapet
RL33.050
gls01 gls01
3000
ngl +8.0m
upper floor
RL30.050
gls01
3150
bal03 ground floor
RL26.900
tbs01
3150
ngl +2.0m
lower floor
RL23.750
ngl
rgl existing
general notes general items legend
RL 60.200 spot level L1 (level) window code. refer to window component code. 20 step up code. note step line
1. all works to be carried out in accordance with the general construction 6. levels and services locations for civil works may vary from those shown -
notes in coversheets of this package. verify all levels and services locations prior to commencement of tos = top of step w01 (window ref) elevations + door/window dp01 (refer material code for similar) occurs on low side of level
2. all works to be carried out in accordance with the DA (if required) and BA construction. bos = bottom of step hardware schedules low lvl low lvl + 20 mm change
including drawings & conditions. RL = lvl at point (AHD typ)
3. handrails are required to all stairways where a change of level of
RL xx.xxx top of wall (surface) level door/gate code. refer to window ceiling code hose cock. refer serivces
1000mm or greater occurs as per BCA 2013 Part 3.9.2.4. L1 (level)
d01 elevations + door/window 2700 * heights are relative to assocaited schedule. client to confirm
4. where boundary locations are not clear, the builder shall arrange for (door/gate ref) height* hc
hardware schedules Ipb01 finish** finished floor locations
survey to locate the boundaries and complete an identification survey
* refer finishes schedule
prior to setting out the new work. SSL xx.xxx structural slab level
5. contours shown are existing and do not represent finished levels.
material code. refer finishes J0.1 joinery code. refer to cabinetry (cos) check on site
Ipb01 Ipb01 schedule (typical). elevations on 820 (series) and (mir) mirrored detail
FFL xx.xxx finished floor level (refer also to sanitary/ applicances/
level joinery
details on 830 (series) drawings (sim) similar detail
reference
lighting/services as appropriate) (part) partial detial
DRAWN REV DATE ISSUE PROJECT CLIENT DRAWING NAME PHASE DWG NO REV PROJECT NO 0428
aca C 12/04/2024 internal review 4-6 Arakoon Crescent BV Investments Pty Ltd southern house SD S300.00 F SCALE 1 : 100
aca D 18/04/2024 client review Sunshine Beach QLD 4567
A3
east elevation
aca E 11/06/2024 DA issue review
aca F 12/12/2025 ADR registrar response
schematic design 1:1 @
Do not scale from drawings. Dimensions are to be checked on site prior to commencement of work. Discrepancies to be brought to the attention of the author. Any dimensions not nominated must be referred to the Architect for confirmation. The concepts and information contained in this document are the copyright of Architect. Use or copying of the document in whole or in part without the written permission of the Architect constitutes an infringement of copyright.
23
The text continues on page 24.