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Appeal 26-042 - Lodgement Documents · MCU10/2113.03
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Form 10 Notice of Appeal/Application for Declaration Queensland Government Planning Act 2016. Version 10 —1 July 2026 1. Appellant/Applicant details It is important to name the correct Appellant as provided for under the Planning Act 2016 as otherwise the appeal may be invalid. The Appellant is normally the party named in the notice of decision being appealed against. In some cases, it may be the property owner, even if not named in the notice of decision. If in doubt, contact the Registrar on 1800 804 833 or seek appropriate advice. Name (natural person or company) Pepper and Jarvis Top Pty Ltd as trustee for The Iron Man Trust A.C.N 605 156 116 Postal address (e.g. PO Box or street address) C/- Town Planning Alliance State QLD Postcode 4169 Phone Email address [email protected] 2. Property description The description must identify all land that is the subject of the appeal or application. Lot and plan details (e.g. SP/RP) can be found on title documents or rates notice. If the plan is not registered by title, provide previous lot and plan details. This section may be left blank if the appeal relates to an application for chief executive approval for an on-site sewage treatment plant or greywater treatment plant. Street address (include number, street, suburb/locality and postcode) 20 Peregian Esplanade State QLD Postcode 4573 Lot and plan details (attach list if necessary) Lots 0, 1 & 2 on SP269260 Local government area the land is situated in Noosa Council 3. Appeal/declaration details Please attach copy of any relevant notice being appealed (e.g. decision notice, enforcement notice, information notice, pool safety non- conformity notice etc.) as well a copy of the development application, if applicable. DD/MM/YYYY Description of appeal (for guidance on common appeal types see page 3 and 4) Appeals about material change of use (MCU) 4. Grounds for appeal/declaration The Planning Act 2016, section 230(1), requires the grounds for appeal to be succinctly stated. However, further pages may be added if necessary. The applicant seeks to appeal Condition 1 in which amended plans are to be prepared in accordance with Council's maximum plot ration of 0.4:1. It is requested for Condition 1 to be further amended to list Revision G of the Architectural Proposal Plans dated 29/05/2026 as the approved set of plans with no amendments required. Department of Housing and Public Works * Form 10 * Version 10 +1 July 2026 Page 1 of 5
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Section 2
5. Fee and hearing options
Site Inspection Class of building Floor area Fee
Please contact the Registrar on
required (Optional to provide) (Optional to provide) (Refer to notes on p5)
1800 804 833 before completing this
section if clarification is required. A
Yes No m² $
site inspection is usually desirable, Class 1a 243 478.00
so that the tribunal can properly
understand the issues. If you select
‘No’, the tribunal may nevertheless
insist on one and you will then be
required to top-up the fee. The
Registrar can advise you about the
correct fee, if necessary.
6. Appellant’s/Applicant’s signature Signature of Appellant/Applicant
This section MUST be signed by
the Appellant/Applicant named in
Date
section 1. A company may sign by
a duly authorised representative. In 4/8/26
that case, the Registry may ask for DD / MM / YYYY
proof of the representative’s authority, Duly authorised representative of Pepper and
such as a document duly executed Print name Jarvis Top Pty Ltd as trustee for The Iron Man
by the company appointing the Billie-Jay Porter du Preez Trust A.C.N 605 156 116
representative.
Signature of Second Appellant/Applicant (if any)
Tom du Preez
Tom du Preez (Aug 4, 2026 14:15:06 GMT+10) Duly authorised representative of Pepper and
Date Jarvis Top Pty Ltd as trustee for The Iron Man
Trust A.C.N 605 156 116
Aug 4, 2026
DD / MM / YYYY
Print name
Tom du Preez
Date
7. Property owner/s signature Signature of property owner
This section ONLY needs to be 4/8/26
completed where the property owner DD / MM / YYYY
has not already signed in section 6 as Duly authorised representative of Pepper and
Appellant/Applicant. Print name Jarvis Top Pty Ltd as trustee for The Iron Man
This ensures the owner is aware an
Billie-Jay Porter du Preez Trust A.C.N 605 156 116
appeal has been lodged about their
property and that appeal parties may
be required to enter the property for the
purposes of a site inspection or appeal
hearing. Signature of property owner Date
This section may be left blank where Tom du Preez Aug 4, 2026
there is no specific property involved Tom du Preez (Aug 4, 2026 14:15:06 GMT+10)
DD / MM / YYYY
(e.g. a chief executive approval matter Duly authorised representative of Pepper and
under plumbing legislation) or the Print name Jarvis Top Pty Ltd as trustee for The Iron Man
property owner does not support the
Tom du Preez Trust A.C.N 605 156 116
appeal (e.g. a building advisory agency
appeal against a building certifier’s
decision favourable to the property
owner).
Page 2 of 5
Section 3
Please contact the Registrar on
$
Class 1a 243 478.00
Signature of Appellant/Applicant
the Appellant/Applicant named in
Date
Print name
representative.
Date
Print name
Date
This section ONLY needs to be
Appellant/Applicant. Print name
This ensures the owner is aware an
appeal has been lodged about their
purposes of a site inspection or appeal
hearing. Date
(e.g. a chief executive approval matter
under plumbing legislation) or the Print name
owner).
Department of Housing and Public
Section 4
8. Appellant’s/Applicant’s agent Name of agent (natural person or company)
for communications with the Town Planning Alliance (Melissa Grant)
Registry
Street address for agent (include number, street, suburb/locality and postcode)
This section ONLY needs to be
completed if the Appellant/Applicant PO Box 7657
wishes to nominate someone to be
their agent for communications with East Brisbane State QLD Postcode 4169
the Registry (e.g. the agent may be
a town planner or building certifier Phone Mobile
retained by a property owner who is
0733619999
the Appellant).
Email address
[email protected]
OFFICE USE ONLY
Action Date/Amount Officer signature
Receipt of Form 10 by Registrar Date
06/08/2026
DD / MM / YYYY
Receipt of fee by Registrar Date $
06/08/2026 478.00
DD / MM / YYYY
GUIDANCE TO APPEAL/APPLICATION TYPES (FOR ASSISTANCE IN COMPLETING SECTION 3)
This is an overview only and is not a full description of the matters that may be the subject of an appeal or application for a declaration
to a Development Tribunal. For a full description of those matters, including limitations on a Development Tribunal’s jurisdiction, see the
Planning Act 2016, particularly sections 229, 239 – 241 and schedule 1.
Appeals about Building matters
• appeal about a development application, including a building development application
• appeal about the extension of a building development approval
• appeal about permissible changes for a building development approval
• appeal about changing or cancelling conditions imposed on a building development approval
• appeal about an enforcement notice given under the Building Act 1975 or the Planning Act 2016
• appeal about an information notice issued under the Building Act 1975
• appeal against decisions by Building Certifiers and Referral Agencies about inspection of building work under the Building Act 1975
• appeal about failure to decide other applications (not building development applications) made under the Building Act 1975
Appeals about swimming pool fencing
• appeal against a pool safety nonconformity notice
Appeals about plumbing and drainage under the Plumbing and Drainage Act 2018
• appeal about an information notice issued under the Act
• appeal about a chief executive approval information notice issued under the Act
• appeal about an enforcement notice given under the Act
Appeals about water or sewerage connections under the South-East Queensland Water (Distribution and Retail
Restructuring) Act 2009
• appeal against a water connection decision for which the land is subject to a development application for a material
• change of use for a classified building or for a material change of use involving a limited class 2 building (section 99BRBE)
• appeal against particular charges for a water connection, including connection charges, property service works charges and trunk
infrastructure charges (section 99BRBF)
• appeal against a refusal of a conversion application to convert non-trunk infrastructure into trunk infrastructure (section 99BRBFA)
Appeals about a decision under the Residential Services (Accreditation) Act 2002
• appeal against a decision about whether premises comply with prescribed building requirements (section 29)
Appeals about infrastructure charges
• appeal against an infrastructure charge notice or conversion application
Appeals by an advice agency
• appeal by an advice agency
Page 3 of 5
Section 5
Appeals about material change of use (MCU) of classified buildings and limited class 2 buildings
• appeal about a development application for the MCU of a classified building
• appeal about an extension for development approval for the MCU of a classified building
• appeal about a change application of a development approval for the MCU of a classified building
• appeal about conditions imposed on a development approval for the MCU of limited class 2 buildings
Application for a declaration
• appeal about whether a development application is properly made
• appeal about whether a proposed change for a development approval for an MCU of premises is a minor change
GUIDANCE FOR COMPLETING THIS FORM
For further information about lodging an appeal/declaration refer to Appeal fact sheets.
For assistance in completing this form contact the Registrar on 1800 804 833.
Lodging this form: This form as well as supporting documentation and information plus the prescribed fee must be lodged with the
Registrar within the relevant appeal period. This may be done by email, post or in person. Appeal periods will vary according to the
type of appeal/declaration. Please refer to the Appeal fact sheets for more information on appeal periods. Lodgment may be made by
email, by post or by delivery (see address details below). For further information please contact the Registrar, Development Tribunals.
Fees: The most commonly applied fees are listed on the last page of this form. A complete list of all the fees for appeal/
declarations can be found in schedule 17 of the Planning Regulation 2017 which can be viewed at www.legislation.qld.gov.au/
browse/inforce (under ‘Subordinate Legislation’). It is advisable to seek advice from the Registrar before completing section 5 of
the form as these vary according to the type of application being lodged.
Payment: Payment may be made via the online credit card payment facility on the Queensland Government website, or by
cheque or money order. Cheques and money orders should be made payable to the Department of Housing and Public Works.
Special facilities: Tribunal hearings are held at various venues, not all of which are accessible by or have facilities for people
with mobility disabilities. If you require a venue with access and facilities for a person(s) with a mobility disability, or are aware of a
person with mobility disabilities who wishes to attend a hearing, please advise the Registrar in sufficient time for such a venue to be
arranged. If special services, such as an interpreter, are required, please notify the Registrar in sufficient time for the services to be
provided.
Privacy: The information collected on this form will be used by the Department of Housing and Public Works in accordance with
your appeal or application to be decided by a Tribunal. Details may be disclosed to parliament or other agencies, for purposes
associated with the Tribunal. Your details may also be disclosed to other parties in accordance with a requirement of the
Planning Act 2016 and may be stored in a department database. The information collected will be retained as required by the
Public Records Act 2002 and is subject to the Right to Information Act 2009 and the Information Privacy Act 2009.
Please note that final decisions (which include details such as name, address and property details) will be uploaded for public
viewing to the department’s website. For further information regarding your privacy, please contact the Registrar on 1800 804 833.
CHECKLIST (optional)
To ensure your application is complete, please use this checklist to confirm you have included:
Form 10:
Check correct Appellant/Applicant named in section 1
Insert property details in section 2
Insert relevant dates and description of appeal in section 3
Insert ‘grounds for appeal/declaration’ in section 4
Select whether site inspection required in section 5
Appellant/Applicant to sign and date in section 6
Decision notice (eg enforcement notice, information notice, pool safety nonconformity notice)
Concurrence Agency Advice
Development application, where applicable
Plans
Payment of the appeal fee
Page 4 of 5
Section 6
DEPARTMENT OF HOUSING AND PUBLIC WORKS
The Registrar
Development Tribunals
post GPO Box 2457 Brisbane Qld 4001 Australia
tel 1800 804 833
email [email protected]
website www.housing.qld.gov.au
The Planning Act 2016 is administered by the Department of State Development, Infrastructure and Planning, except the
provisions relating to the administration of the development tribunal under the Act (Chapter 6, section 282 and Schedule 1)
which are administered by the Department of Housing and Public Works.
DEVELOPMENT TRIBUNAL FEES
Fees apply to applications for appeals or declarations lodged with the Development Tribunals. Fees referred to below are
current as at 1 July 2026 and are subject to change at any time without notice. It is advisable to contact the Registrar to confirm
the applicable fee for the appeal/declaration being lodged. Only the more common fees are listed in the table below. A full list of
the fees for appeals/declarations is contained in schedule 17 of the Planning Regulation 2017 which can be viewed via the
webpage at www.legislation.qld.gov.au/browse/inforce (under ‘Subordinate Legislation’).
Subject of appeal/declaration No site inspection by Tribunal Site inspection by Tribunal
Class 1 or class 10 building $478.00 $795.00
Class 2 to class 9 building $696.00 $1004.00
(floor area of 500m² or less)
Class 2 to class 9 building $1004.00 $1,492.00
(floor area greater than 500m²)
Appeals under the SEQ Water Act:
section 99BRBE $478.00 $795.00
section 99BRBF or BRBFA $837.00 $1,154.00
Infrastructure charges notice or $837.00 $1,154.00
conversion application
Declaration $324.00 N/A
Page 5 of 5
Section 7
Officer: Andrew Gaffney
Direct Telephone: 07 5329 6245
Our Reference: MCU10/2113.03
Your Reference: 260139
9 July 2026
Received
Pepper and Jarvis Top Pty Ltd TTE Via Email
9/07/2026
C/- Town Planning Alliance Pty Ltd
PO Box 7657
EAST BRISBANE QLD 4169
[email protected]
Dear Sir/Madam,
Decision Notice – Other Change
Planning Act 2016
I refer to your application and advise that on 2 July 2026, Council decided to approve the
application, subject to conditions.
Details of the decision are as follows:
1. APPLICATION DETAILS
Application No: MCU10/2113.03
Street address: 2/20 Peregian Esp, Peregian Beach Qld 4573
Real property description: Lot 2 SP 269260
Planning Scheme: Noosa Plan 2020 (20 March 2026)
2. DECISION DETAILS
The following type of approval was issued on 25 August 2011.
• Development Permit for Material Change of Use of Premises - Multiple Housing Type
2 Duplex
In relation to the request to make an Other Change to the existing approval, Council on 2
July 2026, decided to approve the requested changes. The changes are detailed below.
• Approve the change.
• Amend condition 1, and
• Delete condition 9.4
3. CURRENCY PERIOD OF APPROVAL
The currency period for this development approval is stated in the conditions below.
ABN 97.969.214.121 PO Box 141
noosa.qld.gov.au Tewantin QLD 4565
[email protected] 07 5329 6500
Page 1 of
13
Document Set ID: 24928702
Version: 6, Version Date: 09/07/2026
Section 8
4. ASSESSMENT MANAGER CONDITIONS
PLANNING
General
Amended Condition - Approved Plans - July 2026
1. Development authorised by this approval must be undertaken generally in accordance
with the Approved Plans listed in the table below. The plans must be amended to
incorporate the amendments listed within the table below and resubmitted to Council
prior to the issue of any Development Permit for Building Works*
Plan No. Rev. Plan/Document Name Date
The following plans require amendment.
Plan No. Rev. Plan/Document Name Date
100.00 G Site and Locality Plan prepared by 02/03/2026
Shaun Lockyer Architects.
200.00 G Ground Floor Plan prepared by Shaun 02/03/2026
Lockyer Architects.
200.01 G First Floor Plan prepared by Shaun 02/03/2026
Lockyer Architects.
210.00 G Roof Plan prepared by Shaun Lockyer 02/03/2026
Architects.
300.00 G Eastern Elevation prepared by Shaun 02/03/2026
Lockyer Architects.
300.01 G Northern Elevation prepared by Shaun 02/03/2026
Lockyer Architects.
300.02 G Southern Elevation prepared by Shaun 02/03/2026
Lockyer Architects.
300.02 G Western Elevation prepared by Shaun 02/03/2026
Lockyer Architects.
310.00 G Eastern Boundary Elevation prepared by 02/03/2026
Shaun Lockyer Architects.
310.01 G Northern Boundary Elevation prepared 02/03/2026
by Shaun Lockyer Architects.
310.02 G Western Boundary Elevation prepared 02/03/2026
by Shaun Lockyer Architects.
310.03 G Southern Boundary Elevation prepared 02/03/2026
by Shaun Lockyer Architects.
Page 2 of 13
Document Set ID: 24928702
Version: 6, Version Date: 09/07/2026
Section 9
400.00 G Section 1 prepared by Shaun Lockyer 02/03/2026
Architects.
400.01 G Section 2 prepared by Shaun Lockyer 02/03/2026
Architects.
400.02 G Section 3 prepared by Shaun Lockyer 02/03/2026
Architects.
400.03 G Section 4 prepared by Shaun Lockyer 02/03/2026
Architects.
400.04 G Section 5 prepared by Shaun Lockyer 02/03/2026
Architects.
Amendments The plans and elevations are required to be amended to confirm
and potentially reduce the gross floor area of the proposed
development to comply with Council’s maximum plot ratio of
0.4:1 for development within the Medium Density Residential
zone (PO13 of Noosa Plan 2020). The plot ratio calculation is
assessed over the 792m² site area (Lots 0, 1 & 2 on SP269260).
It is Council’s view that existing and proposed development is an
over development and exceeds plot ratio permitted under PO13
of the Medium Density residential zone code.
2. The development must be undertaken and operated in a manner that causes no
detrimental effect upon the amenity of the neighbourhood by reason of the creation of
excessive noise, lighting nuisance or other emissions.
3. The developer must obtain all of the other Development Permits referred to in the
Decision Notice, prior to obtaining a Development Permit for Building Works.
Security Bond
4. Security in the form of a cash bond or trading bank guarantee to the sum of $10,000
must be submitted, to secure performance of all conditions of this approval, prior to the
issue of a Development Permit for Operational Works. The cash bond or trading bank
guarantee will be returned on performance of the conditions of approval less any costs
incurred by Council in respect of enforcing performance of this permit.
5. The requirements of this development approval are to be effected, prior to the use of the
premises. Council reserves the right to call upon the bond or guaranteed sum referred
to in this approval to effect compliance with conditions.
Building Design
6. The building height of the development shall not exceed 2 storeys and 8m above the
natural or finished ground level, whichever is higher, at any one point.
7. A verification survey of the building is to be carried out by a Licensed Surveyor and a
certificate lodged with Council at completion of work confirming compliance with the
maximum allowable height as required by the above condition and the Planning
Scheme.
Landscaping
Page 3 of 13
Document Set ID: 24928702
Version: 6, Version Date: 09/07/2026
Section 10
8. The open space and setback must be landscaped in accordance with Council’s Policy
on Landscaping Guidelines and a properly prepared landscape plan prepared by a
suitably qualified Landscape Architect or Horticulturalist. Such landscaping is to be
completed prior to the premises being occupied and maintained at all times thereafter.
9. The landscape plans required to be submitted as part of the Operational Works
applications are to denote areas of existing vegetation or existing trees proposed, or
required to be retained, and shall include:
9.1. The rear boundary must be planted with densely growing native vegetation. In this
regard:
Amended Condition - November 2018
i. a minimum of a 0.75m garden must be maintained along the rear boundary
where the rock wall and entry is proposed; and
9.2. A 500mm wide landscaped buffer planted with densely growing vegetation must
be provided to the northern side boundary; and
9.3. 2 x 45 Litre street trees must be located along the front boundary of the site.
Council recommends the planting of appropriate edible fruit tree varieties, where
practical; and
9.4. Deleted
9.5. The Pandanus tectorius located adjacent to the southern boundary and required
to be removed for the construction of the driveway must be relocated to a suitable
position onsite. The new location must be identified on the landscaping plans for
Operational Works approval.
10. The vegetation within the 6m setback to the site’s frontage shall be retained.
11. Any cleared vegetation is to be suitably processed by one of the following methods and
removed from the site:-
Processing through a woodchipper or shredder. The resulting mulch is to be stockpiled
loose in heaps of less than 1000 cubic metres, less than 2.5 metres high with a minimum
of 10 metres between edges of heaps.
11.1. Disposal for firewood.
11.2. Disposal for landscaping purposes.
11.3. Transport to alternative site for breaking down materials provided that all
necessary permits have been obtained to allow the alternate site to be used for
this purpose.
11.4. The disposal method for clearing works is to be submitted in conjunction with an
application for a Development Permit for Operational Work. The Applicant is
advised that other methods may be considered provided full details of the method
are submitted.
The Applicant is advised that burning off is an unacceptable method of disposal.
Fencing
12. Front fencing shall be either setback at least 1 metre from the front property boundary,
with at least half of the fencing setback 2 metres; or, where on the property boundary,
less than 1.2 metres in height or of open construction.
Relevant Period
Page 4 of 13
Document Set ID: 24928702
Version: 6, Version Date: 09/07/2026
Section 11
13. The Development Permit for a material change of use lapses if the use has not
happened by 25 August 2015, unless an application to extend the currency is approved
by Council.
CIVIL ENGINEERING
Vehicle Access
14. A vehicular access driveway to serve the development must be constructed from the
Peregian Esplanade frontage of the site with a maximum width of 4.0m at the property
boundary.
15. The driveway must be designed by a Registered Professional Civil Engineer (RPEQ)
and constructed where practical to Council’s design standards and drawings and to
grades that prevent vehicles from scraping and/or bottoming whilst also allowing
pedestrians movements along the footpath without any step or level difference. Should
any driveways be constructed to grades that do not comply with AS/NZS 2890.1-2004,
Council will require that the driveway be removed and reconstructed to levels that do
comply.
Please note, a step between the driveway and the footpath must be avoided, as it is
preferred to have the footpath continue at a constant grade to minimise the potential for
pedestrians to trip or fall.
16. To ensure pedestrian safety between vehicles exiting the site and pedestrians on the
footpath, the driveway and any associated fencing or vegetation near the driveway must
comply with the minimum sight line requirements as defined in AS 2890.1, section 3.2.4.
The applicant must demonstrate compliance by illustrating these sight lines on the plans
submitted for both Operational Works approval and Building Works approval.
17. All vehicles must enter and leave the site in a forward direction.
Car Parking
18. Carparking must be provided within the site generally as shown on annotated drawing
number 267-13-01 A dated 19 March 2013 prepared by Michael Donovan Consulting,
except as modified herein.
19. A minimum of 1 covered space per dwelling unit and 1 additional space.
20. The carparking area must be designed to comply with the provisions of AS/NZS 2890.1-
2004 for user class 1A with allowance for vehicles to enter and leave the site in a forward
gear and with a minimum head clearance (headroom) at any point of 2.2m.
21. All carparking must be kept, maintained and line-marked in a condition fit for use.
Vegetation Protection & Preservation
22. Vehicular pavements within the drip zone of any of the existing trees on site to be
retained must be designed as a pervious pavement (such as grass paving cells or
similar), as this will allow water that falls on this surface to penetrate to the trees root
system. The pavement must be constructed so as not to damage the tree or their root
system and in this regard temporary fencing must be provided around the trees during
construction to help protect them.
Plans must be submitted to the Council for approval that clearly show the type and extent
of the pervious pavement and the temporary fencing prior to obtaining a Development
Permit for Operational Works.
Frontage Works
23. Footpath improvements such as topsoiling, grassing, and tree planting are required to
the Peregian Esplanade frontage of the site in accordance with Planning Scheme Policy
PSP03 Landscaping Plants & Guidelines. Grass must be couch, free of weeds.
Page 5 of 13
Document Set ID: 24928702
Version: 6, Version Date: 09/07/2026
Section 12
24. The full length of the Peregian Esplanade frontage of the development site shall be
upgraded by providing kerb & channel. The kerb and channel shall be extended to the
existing Council catchpit located approximately 7 metres to the north of the site. The
alignment of the kerb and channel and any required modifications or improvements to
the existing catch pit shall be at the direction of Council at the time of engineering design.
All associated and ancillary work including pavement correction to the existing
pavement, drainage works, modification of the footpath, and adjustments to the existing
infrastructure shall be undertaken as part of these works.
In this regard, plans detailing this work shall be prepared and submitted to Council for
approval prior to obtaining a Development Permit for Operational Works.
25. All paths, driveways and parking areas must be designed and constructed to ensure
pedestrian safety using non-slip materials, to produce an evenly graded surface finish,
and to be in accordance with the Disability Discrimination Act 1992 and Australian
Standard 1428.1 Design for Access & Mobility.
26. All redundant vehicular crossings to the site must be removed and replaced by kerb &
channel, footpath paving and landscaping such as trees and grasses in accordance with
Council’s Standard specifications prior to commencement of the use permitted by this
permit.
Roof Water & Stormwater Drainage
27. Roof runoff from any dwelling must be directed to a rainwater storage system or tank
that is installed to ensure water from the rainwater storage system or tank is used for
external uses (such as watering gardens, irrigation, ornamental ponds, water features,
topping-up swimming pools, outdoor cleaning, etc) and for internal (ground floor) use in
washing machine cold taps and toilet cisterns. All rainwater tanks are to be designed
and installed in accordance with the Queensland Development Code (QDC) current at
the time of building approval, and must be part of the plumbing application for approval.
The location and capacity of the tanks must be clearly shown on the plans submitted for
Building Works and Operational Works approval and any overflow must be directed to
the stormwater drainage system.
28. All stormwater drainage (including roof water overflow from the rainwater storage
system) must be collected and discharged so there is no net increase in stormwater
runoff from the site. Stormwater drainage permitted to drain from the site must be
discharged to Council’s existing drainage structures in Peregian Esplanade. Plans of
the drainage design must be prepared by a Registered Professional Civil Engineer and
submitted to Council prior to obtaining a Development Permit for Operational Works.
29. Stormwater runoff from the proposed carparking areas and driveway must be directed
to the stormwater drainage system.
30. All site stormwater drainage must be by means of a gravity system.
Earthworks
31. Filling works required on site must be carried out in accordance with Council’s Planning
Scheme Policy PSP5 – Engineering Design Standards, so as not to cause the additional
ponding of water on any adjoining lands or the blockage of, or interference with, any
natural watercourses.
32. Earthworks carried out on site must not affect the structural integrity of any of the existing
fences or structures that border the development site. Fences that are affected must be
replaced prior to the Building Certifier issuing the Certificate of Classification. In this
regard any fences to be replaced must be clearly shown on the plans submitted for
Operational Works approval.
Site Stability
Page 6 of 13
Document Set ID: 24928702
Version: 6, Version Date: 09/07/2026
Section 13
33. A Geotechnical Engineer or similar qualified expert must assess the soil condition on
site, determine the soil classification, establish whether any measures are required to
protect the stability of adjoining buildings and/or structures and/or land, and make
recommendations on the type of foundation system(s) best suited for the proposed
development. The recommendations of this report must be incorporated into the design
and construction of the proposed development.
Erosion and Sediment Control
34. Prescribed Water Contaminants (as defined in the Environmental Protection Act 1994)
must not be released from the site, or be likely to be released should rainfall occur,
unless all reasonable and practicable measures are taken to prevent or minimise the
release and concentration of contamination. These measures must include as a
minimum, but are not limited to, the following:
34.1. Ensure non essential exposure of soil is prevented by: restricting the extent of
clearing to that necessary for access to, and safe construction of, the approved
works; protecting vegetation in all other areas of the site; and by minimising the
duration of soil exposure by:
34.1.1. staging the works to minimise the area of soil exposed at any one time;
34.1.2. effectively stabilising cleared areas prior to rainfall if works are delayed
or works are not intended to occur immediately. See E&SC Advice
Note 2;
34.1.3. effectively stabilising areas at finished level without delay; and
34.1.4. effectively stabilising steep areas, such as stockpiles, batters and
embankments, which are not being actively worked and prior to
rainfall.
34.2. Where it is not feasible to effectively stabilise cleared areas of exposed soil, such
as areas being actively worked, implement a full suite of erosion and sediment
controls to minimise erosion and maximise sediment capture in those areas; and
34.3. In areas of exposed soil where it is not feasible to either effectively stabilise the
surface or implement a full suite of erosion and sediment controls, for example in
the areas being actively worked and where the implementation of some erosion
and sediment controls would impede construction activities, ensure contingency
measures are available on site and are implemented, prior to rain, to minimise
erosion and maximise sediment capture;
34.4. Effectively stabilise all stockpiles, batters and embankments without delay. Where
it is not feasible to effectively stabilise a stockpile, batter or embankment, such as
areas being actively worked, ensure that sediment controls are installed and
surface stormwater flows are managed such that erosion of stockpiles, batters or
embankments is not caused by concentrated stormwater flows;
34.5. For all works or other disturbances undertaken within waterways (including
riparian areas) ensure;
34.5.1. prior written approval from the relevant consent authority exists; and
34.5.2. Work within waterways must only be: undertaken during dry weather;
be promptly rehabilitated conforming to the natural channel form,
substrates and riparian vegetation as far as possible; and be
undertaken in accordance with Best Practice Erosion and Sediment
Control, Appendix I – Instream works, Sections 14 and 16,
International Erosion Control Association (2008);
Page 7 of 13
Document Set ID: 24928702
Version: 6, Version Date: 09/07/2026
Section 14
34.5.3. Temporary vehicular crossings of waterways must be designed and
constructed to convey flows and remain stable for all rainfall events up
to the 1 in 10-year average recurrence interval (ARI) event of critical
duration.
34.6. Ensure clean stormwater is diverted or managed around or through the site without
increasing the concentration of total suspended solids or other contaminants in
the flow and without causing erosion (on site or off site). If it is not feasible to divert
all areas discharging clean stormwater around or through the site, manage the
clean stormwater runoff as for contaminated stormwater runoff, and ensure that
sediment basins are sized to accommodate the additional volume of runoff (See
E&SC Advice Note 3);
34.7. Ensure sheet flows of stormwater are managed such that sheet and rill erosion is
prevented or minimised.
34.8. Ensure that all concentrated stormwater flows including drainage lines, diversion
drains, channels and batter chutes are managed onto, through, and at release
points from the site in all rain events up to and including the average recurrence
interval (ARI) event of 1 in 2 year ARI without causing water contamination, sheet,
rill or gully erosion, sedimentation, or damage to structures or property.
34.9. Ensure measures have been implemented such that the runoff from all disturbed
areas flows to a sediment basin or basins. Where it is not feasible to divert runoff
from small disturbed areas of the site to a sediment basin, implement
compensatory erosion and sediment controls (See E&SC Advice Note 4).
34.10. Ensure each sediment basin has the capacity to treat flows to current best
practice standards (see E&SC Advice Note 5) and as a minimum to contain all
the stormwater runoff from the 80th percentile 5 day rainfall depth and store 2
months sediment from the receiving catchment, as determined using the Revised
Universal Soil Loss Equation.
34.11. Ensure sediment basins are maintained with sufficient storage capacity to
capture and treat the runoff for the design rainfall depth or event. Where
sediment basins are proposed to be oversized for storage of captured water for
re-use, install survey markers in each such basin to indicate the level that water
within the basin must be lowered to, in order to meet the storage capacity
specified in the above requirement.
34.12. Ensure sediment basins are dewatered as soon as practicable after each rainfall
event.
34.13. Ensure stormwater captured in sediment basins is treated prior to discharge to
minimise the volume and concentration of contaminants released from site,
having due regard to forecast rainfall (See E&SC Advice Note 6).
34.14. Ensure sediment basins and associated structures such as inlets, outlets and
spillways are structurally sound for 10 year ARI rainfall event, under normal
circumstances and for 100 year ARI rainfall event, if failure of the basin poses a
threat to downstream dwellings or public safety.
34.15. Ensure accumulated sediment from basins and other controls is removed and
disposed of appropriately without causing water contamination.
34.16. Ensure sediment does not leave the site on the tyres of vehicles.
General
35. A suitably qualified Registered Professional Engineer must prepare engineering
drawings and specifications for all engineering works, which must be submitted in
conjunction with an application for a Development Permit for Operational Works.
Page 8 of 13
Document Set ID: 24928702
Version: 6, Version Date: 09/07/2026
Section 15
36. Digital detailed designs including drawings, calculations, specifications etc, must be
submitted with any application for a Development Permit for Operational Works in
respect of roadworks and stormwater drainage works. The design must be in
accordance with Council’s Planning Scheme Policy PSP05 – Engineering Design
Standards – Roads, Drainage and Earthworks. To avoid conflict with underground pipes
or services, all existing and proposed services required by the development must be
shown on the plans.
37. To facilitate production of As Constructed drawings it is suggested that all design
drawings are submitted in the Asset Design and As Constructed (ADAC) digital format.
(Guidelines on the use of ADAC are available at www.adac.com.au).
38. Any damage caused to any public utility during the course of construction must be
repaired to Council’s standards and at no cost to Council.
39. Any alteration of any public utility or other facilities necessitated by the development of
the land or associated construction works external to the site must be at no cost to
Council.
40. The transportation of all materials to and from the site must be undertaken in a manner
such that no particle matter escapes onto a public road. All vehicles carrying materials
either to or from the site must be covered to prevent materials including dust being
windblown from the vehicle.
41. As Constructed drawings and data must be certified by a qualified experienced Civil
Engineer for design intent, and a Licensed Surveyor must certify the cadastre and the
location, level and type of all services and structures. All of which must be submitted to
Council for checking and for Council’s records.
42. The data must fully detail levels for all engineering works including but not limited to
drainage structures, finished ground levels and pavement surface levels. The data must
be submitted in the Asset Design and As Constructed (ADAC) digital format. (Guidelines
on the use of ADAC are available at www.adac.com.au).
Approval of works must not be granted until all As Constructed information has been
supplied and accepted by Council.
5. REFERENCE DOCUMENTS
Not applicable.
6. REFERRAL AGENCIES
The referral agencies applicable to this application are:
Referral Status Referral Agency and Address Referral Trigger
Concurrence Department of Environment & Heritage Material change of use –
Protection Contaminated land
Admin Officer – Permit & Licence (unexploded ordnance)
Management
Implementation & Support Unit
GPO Box 2454 Brisbane QLD 4001
7. ADVISORY NOTES
STATE PLANNING REGULATORY PROVISION (ADOPTED CHARGES)
Page 9 of 13
Document Set ID: 24928702
Version: 6, Version Date: 09/07/2026
Section 16
1. This development permit may trigger an 'Adopted Infrastructure Charge Notice' (if
applicable) to be issued in accordance with Councils 'Adopted Infrastructure Charges
Resolution (No.1) 2011' under the State Planning Regulatory Provision (Adopted
Charges) and the Sustainable Planning Act 2009.
E&SC Advice Notes
2. In this document, an effectively stabilised surface is defined as one that does not:
2.1. have visible evidence of soil loss caused by sheet, rill or gully erosion or
2.2. lead to sedimentation, or
2.3. - lead to water contamination.
3. Diverting clean stormwater runoff into a sediment basin is an inferior option to diverting
clean stormwater around or through the site because it will cause an increase in the
volume and frequency of contaminated releases from the sediment basin. For this
reason, diverting clean stormwater into a sediment basin is not acceptable unless the
proponent demonstrates that diverting clean stormwater around or through the site is
not feasible.
4. Compensatory controls are erosion controls, flow controls and sediment controls which
compensate for the lack of sediment basin and are applied such that the type, timing,
placement and management of controls minimise the potential for water contamination
and environmental harm. This is primarily achieved by reducing the risk of erosion and
subsequent sediment release, for example by turfing or mulching and managing
concentrated flows in the area.
5. Research has shown that sediment basins designed on a “batch” or total storm capture
approach are only capable of treating a small percentage of the annual runoff volume
without basin size becoming excessive. Innovation in sediment basin design to
incorporate continuous flow treatment is likely to occur in the future and as this
technology becomes available in best practice guidelines it is required that this
technology be adopted where a better water quality outcome will result. In the interim
the minimum basin size is as specified in the condition.
6. Dewatered flows from sediment basins must be treated to ensure total suspended solids
concentrations of less than 50mg/L and that pH is within 6.5-8.5 unless it can be
demonstrated that a non-compliant release occurred to facilitate a better environmental
outcome. For example, higher total suspended solids concentrations may be acceptable
in circumstances where further rain is imminent and it can be substantiated that
releasing partially treated basin water which has a TSS concentration exceeding the
release limit, would minimise the total contamination released from the site, by providing
for the capture and treatment of expected runoff. However, releasing waters from
sediment basins without treatment is not acceptable.
7. The applicant is advised that a Compliance Permit for all plumbing and drainage works
within the boundaries of the development site must be obtained from Council’s Plumbing
Services Section prior to obtaining a Development Permit for Building Works.
Equitable Access and Facilities
8. The plans for the proposed building work have NOT been assessed for compliance with
the requirements of the Building Code of Australia – Part D3 as they relate to people
with disabilities. Your attention is also directed to the fact that in addition to the
requirements of the Building Code of Australia – Part D3 as they relate to people with
disabilities, one or both of the following may impact on the proposed building work:
(a) the Disability Discrimination Act 1992 (Commonwealth); and
(b) Anti-Discrimination Act 1991 (Queensland).
Page 10 of 13
Document Set ID: 24928702
Version: 6, Version Date: 09/07/2026
Section 17
Sunshine Coast Regional Council recommends that the following matters be considered
to address equitable access and facilities in the building:
(a) the building and environs should be designed to meet the requirements of the
Human Rights and Equal Opportunity Commission “Advisory Notes on Access
to Premises” and AS 1428.2;
(b) applicants should be aware that a “Disability Standard on Access to premises”
is currently being developed and most likely will impose changes on the
Building Code of Australia; and
(c) any services and facilities in the building complex should allow independent,
dignified and equitable use of the services and facilities for all people.
Aboriginal Cultural Heritage Act 2003
9. There may be a requirement to establish a Cultural Heritage Management Plan and/or
obtain approvals pursuant to the Aboriginal Cultural Heritage Act 2003.
The ACH Act establishes a cultural heritage duty of care which provides that: “A person
who carries out an activity must take all reasonable and practicable measures to ensure
the activity does not harm Aboriginal cultural heritage.” It is an offence to fail to comply
with the duty of care. Substantial monetary penalties may apply to individuals or
corporations breaching this duty of care. Injunctions may also be issued by the Land
and Resources Tribunal, and the Minister administering the Act can also issue stop
orders for an activity that is harming or is likely to harm Aboriginal cultural heritage or
the cultural heritage value of Aboriginal cultural heritage.
You should contact the Cultural Heritage Co-ordination Unit on 07 3239 3647 to discuss
any obligations under the ACH Act.
Resubmission of Amended Plans Required
10. The conditions of this Decision Notice require resubmission of plans to Council with
amendments. Please address the amended plans to Council’s Development
Assessment Branch with the Reference No. MCU10/2113.03. To avoid delays and
assessment issues with the Building Works application, it is recommended the plans be
resubmitted prior to lodgement of any Building Works application. However, should the
plans not be submitted, the applicant is advised that a Preliminary Approval may be
issued in lieu of a Development Permit.
8. PROPERTY NOTES
Not applicable.
9. VARIATION APPROVAL DETAILS
Not applicable.
10. FURTHER DEVELOPMENT PERMITS REQUIRED
Type of Development Permit Required Subject of the required Development Permit
Development Permit for Operational Access & Carparking, Stormwater & Frontage
Works Works
Development Permit for Building Works
Page 11 of 13
Document Set ID: 24928702
Version: 6, Version Date: 09/07/2026
Section 18
11. SUBMISSIONS
Not applicable.
12. RIGHTS OF APPEAL
You are entitled to appeal against this decision. A copy of the relevant appeal provisions from
the Planning Act 2016 is attached.
During the appeal period, you as the applicant may suspend your appeal period and make
written representations to Council about the conditions contained within the development
approval. If Council agrees or agrees in part with the representations, a negotiated decision
notice will be issued. Only one negotiated decision notice may be given.
13. OTHER DETAILS
If you wish to obtain more information about the decision, electronic copies are available online
at www.noosa.qld.gov.au or at Council Offices.
Yours faithfully,
Andrew Gaffney
Senior Development Planner | Development Assessment
Development & Regulation
Enc: Appeal Rights
Approved Plans/Documents
DECISION NOTICE HISTORY
• Original Decision Notice – 25 August 2011.
• Change to an Existing Approval – MCU10/2113.01 – 18 June 2013, with an amendment to conditions 1, 9 & 18 and
amendment to list of plans.
• Decision Notice – Other Change – MCU10/2113.02 – 21 November 2018, with an amendment to conditions 1 & 9.
• Decision Notice – Other Change – MCU10/2113.03 – 2 July 2026, with an amendment to condition 1 & delete condition 9.4
Page 12 of 13
Document Set ID: 24928702
Version: 6, Version Date: 09/07/2026
Section 19
Appeal Rights
PLANNING ACT 2016 & PLANNING REGULATION 2017
Chapter 6 Dispute resolution (3) The appellant or, for an appeal to a tribunal, the registrar must,
within the service period, give a copy of the notice of appeal to –
Part 1 Appeal rights
(a) the respondent for the appeal; and
229 Appeals to tribunal or P&E Court
(b) each co-respondent for the appeal; and
(1) Schedule 1 of the Planning Act 2016 states –
(c) for an appeal about a development application under schedule
(a) Matters that may be appealed to – 1, table 1, item 1 – each principal submitter for the
(i) either a tribunal or the P&E Court; or development application; and
(ii) only a tribunal; or (d) for and appeal about a change application under schedule 1,
table 1, item 2 – each principal submitter for the change
(iii) only the P&E Court; and application; and
(b) The person- (e) each person who may elect to become a co-respondent for the
appeal, other than an eligible submitter who is not a principal
(i) who may appeal a matter (the appellant); and
submitter in an appeal under paragraph (c) or (d); and
(ii) who is a respondent in an appeal of the matter; and (f) for an appeal to the P&E Court – the chief executive; and
(iii) who is a co-respondent in an appeal of the matter; and (g) for an appeal to a tribunal under another Act – any other
(iv) who may elect to be a co-respondent in an appeal of the person who the registrar considers appropriate.
matter. (4) The service period is –
(2) An appellant may start an appeal within the appeal period. (a) if a submitter or advice agency started the appeal in the P&E
(3) The appeal period is – Court – 2 business days after the appeal has started; or
(a) for an appeal by a building advisory agency – 10 business (b) otherwise – 10 business days after the appeal is started.
days after a decision notice for the decision is given to the (5) A notice of appeal given to a person who may elect to be a co-
agency; or respondent must state the effect of subsection (6).
(b) for an appeal against a deemed refusal – at any time after the (6) A person elects to be a co-respondent by filing a notice of election,
deemed refusal happens; or in the approved form, within 10 business days after the notice of
(c) for an appeal against a decision of the Minister, under chapter appeal is given to the person.
7, part 4, to register premises or to renew the registration of 231 Other appeals
premises – 20 business days after a notice us published under
(1) Subject to this chapter, schedule 1 and the P&E Court Act, unless
section 269(3)(a) or (4); or
the Supreme Court decides a decision or other matter under this
(d) for an appeal against an infrastructure charges notice – 20 Act is affected by jurisdictional error, the decision or matter is non-
business days after the infrastructure charges notice is given appealable.
to the person; or
(2) The Judicial Review Act 1991, part 5 applies to the decision or
(e) for an appeal about a deemed approval of a development matter to the extent it is affected by jurisdictional error.
application for which a decision notice has not been given –
(3) A person who, but for subsection (1) could have made an
30 business days after the applicant gives the deemed
application under the Judicial Review Act 1991 in relation to the
approval notice to the assessment manager; or
decision or matter, may apply under part 4 of that Act for a
(f) for any other appeal – 20 business days after a notice of the statement of reasons in relation to the decision or matter.
decision for the matter, including an enforcement notice, is
(4) In this section –
given to the person.
decision includes-
Note –
See the P&E Court Act for the court’s power to extend the appeal (a) conduct engaged in for the purpose of making a decision; and
period. (b) other conduct that relates to the making of a decision; and
(4) Each respondent and co-respondent for an appeal may be heard (c) the making of a decision or failure to make a decision; and
in the appeal.
(d) a purported decision; and
(5) If an appeal is only about a referral agency’s response, the
assessment manager may apply to the tribunal or P&E Court to (e) a deemed refusal.
withdraw from the appeal. non-appealable, for a decision or matter, means the decision or
(6) To remove any doubt. It is declared that an appeal against an matter-
infrastructure charges notice must not be about- (a) is final and conclusive; and
(a) the adopted charge itself; or (b) may not be challenged, appealed against, reviewed, quashed,
(b) for a decision about an offset or refund- set aside or called into question in any other way under the
Judicial Review Act 1991 or otherwise, whether by the
(i) the establishment cost of trunk infrastructure identified in Supreme Court, another court, a tribunal or another entity; and
a LGIP; or
(c) is not subject to any declaratory, injunctive or other order of
(ii) the cost of infrastructure decided using the method the Supreme Court, another court, a tribunal or another entity
included in the local government’s charges resolution. on any ground.
230 Notice of appeal 232 Rules of the P&E Court
(1) An appellant starts an appeal by lodging, with the registrar of the (1) A person who is appealing to the P&E Court must comply with the
tribunal or P&E Court, a notice of appeal that- rules of the court that apply to the appeal.
(a) is in the approved form; and
(2) However, the P&E Court may hear and decide an appeal even if
(b) succinctly states the grounds of the appeal. the person has not complied with the rules of the P&E Court
(2) The notice of appeal must be accompanied by the required fee.
Page 13 of 13
Document Set ID: 24928702
Version: 6, Version Date: 09/07/2026
Section 20
Response to Information Request Pages 21 to 56
Section 21
t h e y u r t II
20 Peregian Esplanade, Peregian Beach, QLD 4573
DRAWN REV DATE ISSUE PROJECT CLIENT DRAWING NAME PHASE DWG NO REV PROJECT NO 0285
D 02/02/2026 pre-lodgment meeting - pricing 20 Peregian Esplanade Tom du Preez and Billie-Jay Porter du Preez SD 000.00 G SCALE 1:1
E 27/02/2026 DA lodgement - client review Peregian Beach, QLD 4573
A3
coversheet
F 02/03/2026 DA lodgement
G 29/05/2026 DA RFI 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.
Section 22
.
COPYRIGHT: Drawings remain the Copyright of the Architect: Shaun ROOF DRAINAGE: All downpipes to be located as noted on the
SD 000.00 coversheet 29/05/2026 Key Value Keynote Text Lockyer drawings and sizes as scheduled. Allow to connect to in-ground storm
SD 000.01 general contents and notes 29/05/2026 water drains with 90mmØ UPVC at 1:100 minimum grade. Allow for
SD 010.05 existing images 29/05/2026 abs01 aluminum batten screening ALL WORKS shall be carried out in accordance with the Building Code I.O.'s at each change of direction and at 6000mm centres.
SD 010.10 reference images 29/05/2026 awn01 folded aluminium awning panel of Australia, Australian Standards, Local Council requirements, QDC
SD 010.12 material and finishes - exterior 29/05/2026 con01 exposed aggregate concrete guidelines and all other relevant by laws and authorities. In particular SITE DISCHARGE: All stormwater and sanitary plumbing to be
SD 050.00 3D perspectives cover 29/05/2026 con02 class 1/2 off-form concrete
refer Australian standards: connected to existing council system in accordance with the
SD 050.01 3D perspectives 29/05/2026 con03 board-form concrete
· site preparation A.S. 3798 requirements of the relevant local authority.
SD 050.02 3D perspectives 29/05/2026 con04 honed concrete - tbc
SD 050.03 3D perspectives 29/05/2026 fen01 painted lapped and capped paling boundary fence
· concrete construction A.S. 2870
SD 050.09 3D perspectives 29/05/2026 gls01 clear low e door/window glass · timber construction and details A.S. 1684.2 WATER LINES: All hot water lines shall be fully insulated. All domestic
SD 100.00 site and locality plan 29/05/2026 gls03 clear low e louvre glass · steelwork AS 4100, AS 1111 and A.S. 1112 hot water to basins, showers and baths to have maximum temperature
SD 100.01 site demolition plan 29/05/2026 lpb01 general plasterboard . termite protection BCA and A.S. 3660.1 of 50°C. Allow to supply and install tempering valves where required,
SD 110.02 area plans - site cover 02/03/2026 mdp01 metal downpipe . artificial lighting & ventilation BCA parts 3.8.4/3.8.5 and A.S. 1680 as nominated in the BCA and relevant standards.
SD 110.02b area plans - site cover RFI 29/05/2026 meg01 eaves gutter + gutter guard . fire safety BCA part 3.7
SD 110.03 site setback 29/05/2026 mtf01 custom folded metal flashings
. smoke alarms BCA part 3.7.2 and A.S. 3786 STAIR AND BALUSTRADES: All stair and balustrades shall comply
SD 110.04 site max height 29/05/2026 mts01 metal roof sheeting
SD 110.05 site existing - comparison 29/05/2026 mts03 steel folded plate/flashing
. glazing BCA part 3.6 and A.S. 1288 and A.S. 2047 with part 3.9 of the BCA. Steps to be provided where fall from dwelling
SD 110.10 area plans - GFA 29/05/2026 mwc01 metal wall cladding exceeds 190mm.
SD 110.11 area plan GBA 29/05/2026 rnd01 painted course render (tyrolean UNO) APPROVAL: No building work shall be undertaken prior to Building
SD 120.01 overlooking analysis 29/05/2026 stn01 large stepping paver Approval by a registered Certifier. ALL PRODUCTS: To be installed to manufacturers requirements and
SD 200.00 ground floor plan 29/05/2026 til01 natural stone tile to be in accordance with manufacturers requirements for suitable
SD 200.01 first floor plan 29/05/2026 tim01 internal timber flooring CONSULTANTS: Drawings shall be read in conjunction with engineers exposure levels.
SD 210.00 roof plan 29/05/2026 tsh01 shiplap/hardwood wall and ceiling lining
drawings and computations. All structure to Engineers design.
SD 300.00 eastern elevation 29/05/2026
SD 300.01 northern elevation 29/05/2026
Hydraulic sizing and design to hydraulic engineers requirements. All PROPRIETARY ITEMS: Identification of a proprietary item does not
SD 300.02 southern elevation 29/05/2026 drawings to be co-ordinated with consultant documentation prior to necessarily imply exclusive preference for the item so identified, but
SD 300.03 western elevation 29/05/2026 construction. indicates the necessary properties of the item. If alternatives are
SD 310.00 boundary elevations 29/05/2026 proposed, submit proposed alternatives and include samples, available
SD 310.01 boundary elevations 29/05/2026 DIMENSIONS: Do not scale off drawings - use figured dimensions only. technical information, reasons for proposed substitutions and cost.
SD 310.02 boundary elevations 29/05/2026 Contractor shall verify all dimensions on site prior to construction. Any
SD 310.03 boundary elevations 29/05/2026 discrepancies or errors shall be referred to architect and client prior to TILES: Expansion joints, walls: 5mm. Floors: 8mm. Fill both with
SD 400.00 section 01 29/05/2026
installation / manufacture of any works. Confirm levels & RL's on site silicone rubber. Grout for wall: Epoxy based mildew resistant. Grout for
SD 400.01 section 02 29/05/2026
SD 400.02 section 03 29/05/2026
prior to commencement of work. floors: prepared grout to be acid resistant. all wall tiles to have
SD 400.03 section 04 29/05/2026 fcsubstrate.
SD 400.04 section 05 29/05/2026 SETOUT: Contractor to confirm exact siting and orientation prior to
construction setout. All building setout and confirmation of setbacks INTERNAL PAINTING: Unless noted otherwise paint system to be
architectural drawing list
general construction notes
and height to be carried out by a Licensed Surveyor. No footing, or wall Dulux approved 3 coat system - low sheen finish. Colours to be
to encroach the title boundary. supplied by Architect during contract and applied as per Dulux's
architectural legend
recommendations and guidelines.
TERMITE PROTECTION: Termite protection by means of termimesh
s.s. mesh hysical barrier in accordance with A.S. 3660.1/2000 and JOINERY ITEMS SHALL INCLUDE: Manufactured casework items,
installed in strict accordance with current manufacturers specifications. including: kitchen cabinets and cupboards; bathroom cabinets; robes.
STRUCTURAL STEEL: Unless noted otherwise all exposed SANITARY COMPARTMENTS: Provide removable hinges to doors of
structuralsteel, anchor bolts and other attachments shall be hot dip sanitary compartments to comply with BCA 3.8.3.3 and be readily
galvanised. A cold gal painted finish shall be applied to any field removable from outside unless there is a clear space of at least
welding to existing or new steelwork. All steel work cast in concrete 1200mm b/w closet pan within the sanitary compartment and the
footings or slab shall have a bitumen finish applied to full extent of cast nearest part of the doorway.
in concrete steel. Check all dimensions on site prior to fabrication of
steelwork. APPLIANCES & EQUIPMENT: Builder to co-ordinate all appliance and
equipment locations on site and with joiner. installation and final
RETAINING WALLS: All retaining walls to structural engineers details. connection by the contractor.
Provide rubble backfill and agg drainage to all retaining walls. Builder to
provide tanking where required. WEATHERSTRIPS: All external doors to contain weather stripping
(type to be confirmed by Architect prior to manufacture)
SLAB & FOOTINGS: All slabs and footings to structural engineers
details. A polyethylene moisture barrier shall be lapped 200mm and DOCUMENTATION: The contractor shall carry out works in
fully taped under any habitable concrete slab and shall extend 100mm accordance with the signed drawings and schedules and anything
onto the perimeter footing. reasonable inferred, and with the Conditions of Contract, and in
accordance with the directions and to the satisfaction of the Architect,
ARTICULATION JOINTS: Provide articulation joints to comply with whose interpretation of the contract documents shall be final. The
"Cement and Concrete Association Construction Note TN9". drawings and specifications/schedules shall be considered
complementary, and any
EROSION CONTROLS: All building works to comply with local work and/or materials absent from one but present or implied in the
authorities Erosion and sediment control standards. other shall be furnished as if they were present in both.
WATERPROOFING: All wet areas and walls to be waterproofed in FINAL CERTIFICATE: At completion of work, Builder to obtain and
accordance with the BCA 3.8 & AS 3740. Builder to provide certificate supply a Certificate of Classification from a Building Certifier.
of installation and compliance.
POOL: Contractor to confirm heights/depths/steps and
CONCEALMENT OF SERVICES: All services shall be concealed in plumbing/electrical requirements and locations prior to construction
walls or ducts. Where services are exposed they must be confirmed by
the Designer on site prior to installation unless noted otherwise.
LICENSED TRADESPERSONS: All services to be installed by licensed
tradespersons in accordance with local authority and with current
manufacturers specifications.
DRAWN REV DATE ISSUE PROJECT CLIENT DRAWING NAME PHASE DWG NO REV PROJECT NO 0285
D 02/02/2026 pre-lodgment meeting - pricing 20 Peregian Esplanade Tom du Preez and Billie-Jay Porter du Preez SD 000.01 G SCALE 1:1
E 27/02/2026 DA lodgement - client review Peregian Beach, QLD 4573
A3
general contents and notes
F 02/03/2026 DA lodgement
G 29/05/2026 DA RFI 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.
Section 23
mwc01 aluminum standing seems wall cladding mts01 metal roof sheeting awn01 folded aluminum awning panels abs01 bwhite aluminum batten screens
con02 class 1/2 off-form concrete timber doors and windows white aluminium doors and windows
rnd01 white textured concrete render con01 exposed aggregate concrete site-responsive landscape raised planters and hanging gardens
DRAWN REV DATE ISSUE PROJECT CLIENT DRAWING NAME PHASE DWG NO REV PROJECT NO 0285
E 27/02/2026 DA lodgement - client review 20 Peregian Esplanade Tom du Preez and Billie-Jay Porter du Preez SD 010.12 G SCALE 1:1
F 02/03/2026 DA lodgement Peregian Beach, QLD 4573
A3
material and finishes - exterior
G 29/05/2026 DA RFI 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.
Section 24
site details
existing three
storey rendered 310 20 Peregian Esplanade
building P 93112 Peregian Beach, QLD 4573
Lot 2 on SP 269260: area 324m 2
deck Lot 1 on SP 269260: area 380m 2
Lot CP on SP 269260: area 88m2
site boundary | 16.138 m approx | 96° 00' 00" site boundary | 24.096 m approx | 96° 00' 00''
Total site area 792m2
existing three retain existing
storey rendered Pandanus tree
building
RL 24.340 RL 23.500
area + main building parapeters
NGL 17.300 NGL 15.520
7.040 above NGL 7.980 above NGL deck Building Height: 2 storeys and 8m from natural ground
site boundary | 14.087 m approx | 6° 00' 00" level;
RL 23.495
site boundary | 15.039 m approx | 186° 00' 00''
Front Setback: N/A as a rear lot;
NGL 15.690
7.805 above NGL
Side Setbacks: 1.5 metres setback up to 4.5 metres
RL 23.435 height; 2 metres setback between 4.5 metres and 7.5
esplanade
NGL 15.570 metres height; and 2.5 metres where above 7.5 metres
site boundary | 13.309 m approx | 185° 47' 50"
7.865 above NGL height;
existing building outline - roof and screens
5 RL 24.580 Rear Setback: 6m – existing approval is 2.5m to wall
GTP 105556 NGL 17.960 lot 2 existing two storey 1 and less to deck. Suggest no closer than current
6.620 above NGL rendered building
existing building outline - external walls
approval;
SP 269260 SP 269260
Site Cover: 40%; - Allowable site cover: 40% of 792m2
Max plot ratio: 0.4:1;
CP Private Open Space: Ground level 25m2 accessed
GTP 105556 from living areas or above ground is 12m2 with a
minimum width of 2.5m accessed from living areas;
Carparking: 2 covered parks;
RL 24.615 3.423 m |
NGL 18.090 deck '' 274° 27' 45''
30 Landscaping: 40% of site area – of which 60% is soft
6.525 above NGL existing building
° 20'
25 5
landscaping;
outline - external walls
peregian
existing three 8 m|
storey rendered 4.7 7 Vegetation: 750mm garden for dense vegetation on
building existing concrete
rear boundary + 500mm vegetation between decking
and southern boundary. Pandanus tree to be retained
RL 23.435 driveeway
deck RL 24.340 onsite;
NGL 16.040
NGL 17.730
7.395 above NGL
6.610 above NGL existing building outline - deck
External Wall length: Maximum 15m;
Roof Pitch: >5 degrees;
site boundary | 23.025 m approx | 96° 00' 00"
garden garden Eaves: Minimum 600mm to at least 75% of roof
perimeter;
Site area: 792m 2
Allowable site cover: 40% of 792m 2 =316.8m2
CP Proposed site cover: 300.10m2
GTP 105556
site plan
notes
1 1. All works to be carried out in accordance with the
1 : 200 general construction notes on coversheet of this
package.
2. All works to be carried out in accordance with the
DA and BA including drawings & conditions.
3. Handrails are required to all stairsways where a
change of level of 575mm or greater occurs as per
BCA 2013 Part 32.9.2.4.
legend
DRAWN REV DATE ISSUE PROJECT CLIENT DRAWING NAME PHASE DWG NO REV PROJECT NO 0285
D 02/02/2026 pre-lodgment meeting - pricing 20 Peregian Esplanade Tom du Preez and Billie-Jay Porter du Preez SD 100.00 G SCALE As indicated
E 27/02/2026 DA lodgement - client review Peregian Beach, QLD 4573
A3
site and locality plan
F 02/03/2026 DA lodgement
G 29/05/2026 DA RFI 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.
Section 25
site details
existing three
storey rendered 310 20 Peregian Esplanade
building P 93112 Peregian Beach, QLD 4573
Lot 2 on SP 269260: area 324m 2
deck Lot 1 on SP 269260: area 380m 2
site boundary | 16.138 m approx | 96° 00' 00"
Lot CP on SP 269260: area 88m2
site boundary | 24.096 m approx | 96° 00' 00''
Total site area 792m2
existing three retain existing
storey rendered remove existing garden shed pandanut tree
building
demolish existing house
concrete and stone steppers
retain existing feature
wall on boundary
notes
partial demolish existing driveway deck
site boundary | 14.087 m approx | 6° 00' 00" 1. Demolition or removal of all structures to comply
with AS2601.
site boundary | 15.039 m approx | 186° 00' 00''
2. Remove all elements shown hatched.
esplanade
3. Remove existing landscaping, and trees where
site boundary | 13.309 m approx | 185° 47' 50"
noted.
5 4. All services (power, gas, water, etc.) to be
disconnected.
GTP 105556 lot 2 existing two storey 1
rendered building
SP 269260 SP 269260 5. Plumbing drains and sewer main to be sealed and
capped. contractor to obtain plumbing
approval from council.
demolish existing house
6. Contractor to seek arborist advice and approval
prior to removing any existing trees.
CP
GTP 105556
deck 30 ''
° 20'
25 5
peregian
existing three 8 m|
storey rendered 4.7 7
building existing concrete
demolish existing
driveeway
elevated deck
deck
existing building outline - deck
proposed removal of existing trees,
subject to Council approval as part
of the Development Application. site boundary | 23.025 m approx | 96° 00' 00"
demolish existin retaning wall garden
CP
GTP 105556
1 site plan - demolition
1 : 200
DRAWN REV DATE ISSUE PROJECT CLIENT DRAWING NAME PHASE DWG NO REV PROJECT NO 0285
E 27/02/2026 DA lodgement - client review 20 Peregian Esplanade Tom du Preez and Billie-Jay Porter du Preez demoliton drawing SD 100.01 G SCALE As indicated
F 02/03/2026 DA lodgement Peregian Beach, QLD 4573
A3
site demolition plan
G 29/05/2026 DA RFI 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.
Section 26
site details
20 Peregian Esplanade
Peregian Beach, QLD 4573
Lot 2 on SP 269260: area 324m 2
deck deck
Lot 1 on SP 269260: area 380m 2
Lot CP on SP 269260: area 88m2
Total site area 792m2
legend
internal area
internal area
site cover area
deck
site cover calculation
Total site area: 324+380+88m2 = 792m2
Allowable site cover: 40% of 792m2 : 316.8m 2
Proposed site cover
(excluding suspended planter/awning): 139.0m 2 +
1 ground floor - site cover RFI 2 upper level - site cover RFI 161.1m 2 = 300.10 m 2 = 37.9%
120.01 1 : 300 120.01 1 : 300
139.0m2 161.1m2
3 roof level - site cover RFI
120.01 1 : 300
DRAWN REV DATE ISSUE PROJECT CLIENT DRAWING NAME PHASE DWG NO REV PROJECT NO 0285
G 29/05/2026 DA RFI response 20 Peregian Esplanade Tom du Preez and Billie-Jay Porter du Preez SD 110.02b G SCALE As indicated
Peregian Beach, QLD 4573
A3
area plans - site cover RFI
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.
Section 27
portion of building encroaching setback
1 3D - setback 01 3 3D - setback 03
portion of building encroaching
setback
2 3D - setback 02 4 3D - setback 04
DRAWN REV DATE ISSUE PROJECT CLIENT DRAWING NAME PHASE DWG NO REV PROJECT NO 0285
D 02/02/2026 pre-lodgment meeting - pricing 20 Peregian Esplanade Tom du Preez and Billie-Jay Porter du Preez SD 110.03 G SCALE 1:1
E 27/02/2026 DA lodgement - client review Peregian Beach, QLD 4573
A3
site setback
F 02/03/2026 DA lodgement
G 29/05/2026 DA RFI 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.
Section 28
1 3D - max height 01 3 3D - max height 03
2 3D - max height 02 4 3D - max height 04
DRAWN REV DATE ISSUE PROJECT CLIENT DRAWING NAME PHASE DWG NO REV PROJECT NO 0285
D 02/02/2026 pre-lodgment meeting - pricing 20 Peregian Esplanade Tom du Preez and Billie-Jay Porter du Preez SD 110.04 G SCALE
E 27/02/2026 DA lodgement - client review Peregian Beach, QLD 4573
A3
site max height
F 02/03/2026 DA lodgement
G 29/05/2026 DA RFI 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.
Section 29
1 3D - existing vs proposed - comparison 01
3 3D - existing vs proposed - comparison 02
2 3D - existing vs proposed - comparison 03 4 3D - existing vs proposed - comparison 04
DRAWN REV DATE ISSUE PROJECT CLIENT DRAWING NAME PHASE DWG NO REV PROJECT NO 0285
D 02/02/2026 pre-lodgment meeting - pricing 20 Peregian Esplanade Tom du Preez and Billie-Jay Porter du Preez SD 110.05 G SCALE
E 27/02/2026 DA lodgement - client review Peregian Beach, QLD 4573
A3
site existing - comparison
F 02/03/2026 DA lodgement
G 29/05/2026 DA RFI 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.
Section 30
legend
GFA area
53.1m2
GFA calculation
121.4m2
proposed GFA lot 2:
ground floor 53.1m2
first floor 121.8m2
total GFA 174.9m2
Max plot ratio: 0.4:1 of 324m 2 = 129.6m2
ground floor 53.1m2
first floor 121.4m2
total GFA 174.5m2
proposed plot ratio: 0.54
1 ground floor - GFA 2 upper level - GFA
120.01 1 : 250 120.01 1 : 250
3 roof level - GFA
120.01 1 : 250
DRAWN REV DATE ISSUE PROJECT CLIENT DRAWING NAME PHASE DWG NO REV PROJECT NO 0285
D 02/02/2026 pre-lodgment meeting - pricing 20 Peregian Esplanade Tom du Preez and Billie-Jay Porter du Preez SD 110.10 G SCALE As indicated
E 27/02/2026 DA lodgement - client review Peregian Beach, QLD 4573
A3
area plans - GFA
F 02/03/2026 DA lodgement
G 29/05/2026 DA RFI 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.
Section 31
legend
GBA area calculated in fully
GBA area calculated at 50%
GBA calculation (SLa definition)
100m2 proposed GBA lot 2:
ground floor 100 m2
143m2 ground floor 50% 23 m 2
first floor 143 m2
total GBA 266 m2
46m2
1 ground floor - GBA 2 upper level - GBA
120.01 1 : 250 120.01 1 : 250
3 roof level - GBA
120.01 1 : 250
DRAWN REV DATE ISSUE PROJECT CLIENT DRAWING NAME PHASE DWG NO REV PROJECT NO 0285
D 02/02/2026 pre-lodgment meeting - pricing 20 Peregian Esplanade Tom du Preez and Billie-Jay Porter du Preez SD 110.11 G SCALE As indicated
E 27/02/2026 DA lodgement - client review Peregian Beach, QLD 4573
A3
area plan GBA
F 02/03/2026 DA lodgement
G 29/05/2026 DA RFI 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.
Section 32
site boundary
A B C D
1990 4570 3980
existing neigbours building -
18 Peregian Esplanade
existing balcony level
existing higher than proposed
terrace development FFL.
proposed dense
vegetation existing house outline
existing
balcony
RL23.075
ngl +8.0m
11465
RL20.675
RL15.950
ngl
1 section 10
x100.00 1 : 200
existing dense vegetation existing dense vegetation
existing three
storey rendered
310
building P 93112
deck
existing dense vegetation
existing three
storey rendered
building
esplanade
deck
5
GTP 105556 lot 2 existing two storey 1
rendered building
SP 269260 SP 269260
existing dense vegetation
CP
GTP 105556
deck
existing three
peregian
storey rendered
existing concrete
building
deck driveeway
garden garden
CP
GTP 105556
2 site plan 300
1 : 300
DRAWN REV DATE ISSUE PROJECT CLIENT DRAWING NAME PHASE DWG NO REV PROJECT NO 0285
G 29/05/2026 DA RFI response 20 Peregian Esplanade Tom du Preez and Billie-Jay Porter du Preez SD 120.01 G SCALE As indicated
Peregian Beach, QLD 4573
A3
overlooking analysis
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.
Section 33
A B C D
general notes
1990 4570 3980
1. all works to be carried out in accordance with the general construction
site boundary | 3.376 m approx | 185° 47' 50"
notes in coversheets of this package.
2. all works to be carried out in accordance with the DA (if required) and BA
including drawings & conditions.
1site boundary | 16.138 m approx | 96° 00' 00" 1 3. handrails are required to all stairways where a change of level of
400.00 400.01
1000mm or greater occurs as per BCA 2013 Part 3.9.2.4.
4. where boundary locations are not clear, the builder shall arrange for
survey to locate the boundaries and complete an identification survey
prior to setting out the new work.
stn01 5. contours shown are existing and do not represent finished levels.
6. levels and services locations for civil works may vary from those shown -
1.5m setback verify all levels and services locations prior to commencement of
construction.
stn01 2.0m setback 7. concrete profile and blockwork setout is provided on 220 (series) of
4 drawings, refer to these for setout. licensed surveyor to establish grids.
outdoor 2.5m setback where discrepancies occur the 220 series drawings are to take
storage precedent.
battery storage
gym equipment
deep freezer and wine fridge
1 water tank? existing deck general items legend
existing screen
400.02 storage
FFL 15.950 spot level
wall mounted tv
RL 60.200
bedroom 02
skylight over
tos = top of step
5820
con04 bos = bottom of step
tim01
site boundary | 14.087 m approx | 6° 00' 00"
RL = lvl at point (AHD typ)
storage
RL xx.xxx top of wall (surface) level
existing
screen
SSL xx.xxx structural slab level
garage FFL xx.xxx finished floor level
3 storage//kitchenette
window code. refer to window
L1 (level)
w01 (window ref) elevations + door/window
corridor hardware schedules
tim01
existing screen
vnt
door/gate code. refer to window
L1 (level)
existing two storey elevations + door/window
1 bathroom
wc rendered building
d01 (door/gate ref)
hardware schedules
400.03 til01
linen
5430
site boundary | 13.309 m approx | 185° 47' 50"
line of bulding above
material code. refer finishes
laundry Ipb01 Ipb01 schedule (typical).
(refer also to sanitary/ applicances/
swr
lighting/services as appropriate)
entry
component code.
FFL 15.950 dp01 (refer material code for similar)
lift tim01
ceiling code
seat - mud-room 2700 height*
* heights are relative to assocaited
2 Ipb01 finish** finished floor
* refer finishes schedule
2.5m setback
2.0m setback
1.5m setback
con01 J0.1 joinery code. refer to cabinetry
level joinery
elevations on 820 (series) and
reference details on 830 (series) drawings
6.0m setback
existing
3750
screen
ne
20
tl i
1 step up code. note step line
ou
occurs on low side of level
g
400.04
in
si
ild
te
low lvl low lvl + 20 mm change
bu
bo
site boundary | 10.960 m approx | 275° 53' 30"
g
u
t in
nd
is
ex
ar
y
hose cock. refer serivces
|8
.5
hc schedule. client to confirm
36
line of bulding above
1 2.5m setback locations
m
ap
outdoor parking
pr
2.0m setback
ox
| 32
(cos) check on site
1°
1.5m setback (mir) mirrored detail
00
(sim) similar detail
'0
0"
(part) partial detial
site boundary | 11.174 m approx | 276° 00' 00" site boundary | 23.025 m approx | 96° 00' 00"
DRAWN REV DATE ISSUE PROJECT CLIENT DRAWING NAME PHASE DWG NO REV PROJECT NO 0285
D 02/02/2026 pre-lodgment meeting - pricing 20 Peregian Esplanade Tom du Preez and Billie-Jay Porter du Preez SD 200.00 G SCALE 1 : 100
E 27/02/2026 DA lodgement - client review Peregian Beach, QLD 4573
A3
ground floor plan
F 02/03/2026 DA lodgement
G 29/05/2026 DA RFI 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.
The text continues on section 34.
Used in these records
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