Skip to the record
The only place to find full transcripts.

Original source · versioned page text

Minor Change Request (Planning Act 2016) 111 & 113 Gympie Terrace

Attached to the e-mail SUPESEDED - Change to DA - MCU16/0138.01.

of 29

Page text shows just the words. Original shows the document exactly as it was published.

Page text read automatically using OCR, there may be inaccuracies

Original PDF page 1, section 1. The text section number identifies this passage in the reader.

Our ref: 160514 Change 21117 mdl
Council's ref: MCU16/0138 & OPW16/0257




7 November 2017

The Chief Executive Officer
Noosa Council
PO Box 141
TEWANTIN QLD 4565

Attention: Development Assessment
Via email: [email protected]

Dear sir/madam,

Re:    Minor Change to a Development Permit Request
       Material Change of Use to establish a Multiple housing Type
       2 (2 x Duplex) and Operational Works (Earthworks, Carparking, Access,
       Stormwater & Landscaping)
       111 & 113 Gympie Terrace, Noosaville
       Lot 18 on RP66590 and Lot 6 on RP79817
       Council ref: MCU16/0138 & OPW16/0257

In accordance with Section 78 of the Planning Act 2016, please find enclosed a Change
Application in relation to the approved Material Change of Use to establish a Multiple
housing Type 2 (2 x Duplex) and Operational Works (Earthworks, Carparking, Access,
Stormwater & Landscaping). This request is made on behalf of the owner of the subject
site, Jason and Susan Payne, and therefore consent is not required in accordance with
Section 79 of the Planning Act 2016.

This Change Application is made under Section 78 and 79 of the Planning Act 2016. In
support of the request please find enclosed the following:

      DA Form 5 (Attachment 1);
      The following revised plans are provided within Attachment 2;
             o Proposed Ground Floor Plan (unit 111), prepared by Icon Building
                 Design
             o Proposed First Floor Plan (unit 111), prepared by Icon Building
                 Design
      Payment of $1,904.00 being the relevant Council fee for a Minor Change.


Background
Council issued a Development Permit for Material Change of Use to establish a
Multiple housing Type 2 (2 x Duplex) and Operational Works (Earthworks, Carparking,
Access, Stormwater & Landscaping) on 9 May 2017.

Post Council approval, the applicant is requesting Council’s consideration for a minor
change in the design of the dual occupancy located at 111 Gympie Terrace, Noosaville.
Log in to download the original file

Minor Change Request (Planning Act 2016) 111 & 113 Gympie Terrace.pdf · 4.8 MB (large file)

Large file: the download may take up to a minute.

Searchable page text hides email addresses. Original files are unchanged and may show email addresses.

Full text of sections 2 to 16 (of 29)

Section 2

It is noted that the Change Application does not apply to the Dual Occupancy at 113 Gympie Terrace and
does not require a change to any conditions of approval.


Proposed Changes - Design
The proposed change request seeks an alteration to the internal layout of 111 Gympie Terrace, with an
increase in GFA by 3.35m2. As demonstrated in Figure 1 below, the increase of GFA is on the first level only,
with no increase to GFA on the ground level. The change that results in an increase to the GFA is a minor
extension to bedroom 1 of both units, with the bedrooms slightly encroaching into the stairwell void. It is
noted that there are no changes to the external dimensions, or appearance of the units.

When considering the increase to the upper level GFA, the changes to the Dual Occupancy will result in a
total GFA of 324.65m2, this presents an increase of 1.04% of the approved development, which contained
a GFA of 321.4m2.

Despite the minor increase to the GFA the proposed development complies with the overall outcomes of
the Noosaville Locality Code; with the minor increase to the development:
    •    Not altering the footprint of the development, or its streetscape presence when viewed from
         Gympie Terrace,
    •    Not altering the architectural or landscaping design, with the approved development resulting in
         an architecturally designed development which promotes casual outdoor lifestyle that positively
         integrates with Gympie Terrace and provides multiple outdoor living areas. Thus providing a high
         level of residential amenity and design quality;
    •    Not altering the scale and character of the area through complying with density, and site cover
         requirements; and,
    •    Providing appropriate landscaping between buildings, which screens and buffers the built form.

Accordingly, the proposed change will not impact upon the streetscape character, nor impact upon the
communities and Council’s expectations for development in this area and complies with the intent of the
Noosaville Locality Code.




                                                            Increase to GFA




Figure 1 Extent of proposed change – First Level (Source: Icon Building Design)

Section 3

Proposed Changes - Plans
Based on the above correspondence, it is requested that the following revised plans be included as
Approved Plans:


 Plan No.         Rev.     Plan Name                                                           Date
  16-024 - 04      C        Proposed Ground Floor Plan (unit 111), prepared by Icon             20/09/2017
                            Building Design

  16-024 – 06      C        Proposed First Floor Plan (unit 111), prepared by Icon Building     20/09/2017
                            Design


Change Application - Planning Act 2016
The proposed changes to the original Development Permit and associated conditions, is considered a ‘Minor
Change’ under S. 78 of the Planning Act 2016, as.

      The proposed amendment to revise the proposed access arrangement, which will not result
       in a substantially different development to that, which was approved;
      The application does not result in prohibited development, does not require referral to any
       referral agencies and does not require public notification; and,
      The application does not result in Substantially Different Development, with the proposed
       change:
          o Not involving a new use, with different or additional impacts
          o Not involving an additional parcel of land;
          o Not dramatically changing the built form in terms of scale, bulk and appearance;
          o Not removing a component, which is integral to the operation of the development;
              and,
          o Not resulting in new or increased impacts (i.e. traffic flow, flooding.etc).

For these reasons outlined above, it is considered that the proposed changes constitutes a Minor Change
to the approved development. On this basis, it is considered that the request should be dealt with pursuant
to provisions outlined within Sections 78 and 81 of the Planning Act 2016.

We trust the information provides you with sufficient information in relation to the proposal and we look
forward to receiving a positive decision from Council at your earliest convenience.

Should you have any further questions in relation to this matter, please feel free to contact me direct.

Yours faithfully,
ADAMS + SPARKES
TOWN PLANNING + DEVELOPMENT




Michael Lyell
SENIOR TOWN PLANNER

Section 4

Encl:   Attachment 1 DA Form 5
        Attachment 2 Revised Plans prepared by Icon Building Design


[OCR of page images]
Encl: Attachment 1 DA Form 5
Attachment 2 Revised Plans prepared by Icon Building Design

Section 5

Attachment 1 – DA Form 5


[OCR of page images]
Attachment 1- DA Form 5

Section 6

Change application form
Planning Act Form 5 (version 1.0 effective 3 July 2017) made under Section 282 of the Planning Act 2016.
This form is to be used for a change an application made under section 78 of the Planning Act 2016. It is important when
making a change application to be aware of whether the application is for a minor change that will be assessed under
section 81 of the Planning Act 2016 or for an ‘other’ change that will be assessed under section 82 of the Planning Act
2016.
An applicant must complete all parts of this form, and provide any supporting information that the form identifies as being
required to accompany the change application, unless stated otherwise. Additional pages may be attached if there is
insufficient space on the form to complete any part.
Note: All terms used in this form have the meaning given under the Planning Act 2016, the Planning Regulation 2017, or the Development
Assessment Rules (DA Rules).

PART 1 – APPLICANT DETAILS
 1) Applicant details
 Applicant name(s) (individual or company full name)       J & S Payne C/- ADAMS + SPARKES Town Planning
 Contact name (only applicable for companies)              Michael Lyell
 Postal address (P.O. Box or street address)               PO Box 1000
 Suburb                                                    BUDINA
 State                                                     QLD
 Postcode                                                  4575
 Country
 Email address (non-mandatory)                             [email protected]
 Mobile number (non-mandatory)
 Applicant’s reference number(s) (if applicable)           160401

 2) Owner’s consent - Is written consent of the owner required for this change application?
 Note: section 79(1)(b)(iii) of the Planning Act 2016 states the requirements in relation to owner’s consent.
    Yes – the written consent of the owner(s) is attached to this change application
    No – proceed to 3) in Part 2



PART 2 – RESPONSIBLE ENTITY DETAILS
 3) Identify the responsible entity that will be assessing this change application
 Note: see section 78(3) of the Planning Act 2016
 Noosa Council


PART 3 – CHANGE DETAILS
 4) Provide details of the existing development approval subject to this change application
 Approval type                      Reference number                    Date issued                        Assessment
                                                                                                           manager/approval entity
    Development permit              MCU16/0138 &                                                           Noosa Council
                                                                        9 May 2017
    Preliminary approval            OPW16/0257
    Development permit
    Preliminary approval

Section 7

 5) Type of change proposed
 5.1) Provide a brief description of the changes proposed to the development approval (e.g. changing a development approval for a
 5 unit apartment building to provide for a 6 unit apartment building):

 Design changes:
     -    increased size of the building in length and width (minimal amount)
     -    top level of the building to be increased in floor area, by closing in a portion of the void in each unit and the
          rearrangement of stairs in the front unit

 5.2) What type of change does this application propose?
    Minor change application – proceed to Part 4
    Other change application – proceed to Part 5

PART 4 – MINOR CHANGE APPLICATION REQUIREMENTS
 6) Are there any affected entities for this change application
    No – proceed to Part 6
    Yes – list all affected entities below and proceed to Part 6
 Note: section 80(1) of the Planning Act 2016 states that the person making the change application must give notice of the proposal and
 the details of the change to each affected entity as identified in section 80(2) of the Planning Act 2016.
 Affected entity                        Pre-request response provided? (where a pre-           Date notice given (where no pre-
                                        request response notice for the application has        request response provided)
                                        been given, a copy of the notice must
                                        accompany this change application)
                                            No
                                            Yes – pre-request response is attached to
                                        this change application
                                            No
                                            Yes – pre-request response is attached to
                                        this change application
                                            No
                                            Yes – pre-request response is attached to
                                        this change application

PART 5 – OTHER CHANGE APPLICATION REQUIREMENTS
Note: to complete this part it will be necessary for you to complete parts of DA Form 1 and in some instances parts of DA Form 2, as
mentioned below. These forms are available at www.dilgp.qld.gov.au.


 7) Location details - Are there any additional premises included in this change application that were not part of the original
 development approval?
    No
    Yes – complete Part 2 (Location details) of DA Form 1 as it relates to the additional premises is completed and
 provided with this application.

 8) Development details
 8.1) Are there any new or changed development aspects included in this change application that are not part of the
 original development approval?
   No – proceed to 9)
   Yes – the completed Sections 1 and 2 of Part 3 (Development details) of DA Form 1 as these sections relate to the
 new or changed aspects of development are provided with this application.
 8.2) Does the change application involve building work?
    No
                                                                                                                                    Page 2
                                                                                              Planning Act Form 5 - Change application form
                                                                                                                   Version 1.0—3 July 2017

Section 8

    Yes – the completed Part 5 (Building work details) of DA Form 2 as it relates to the change application is provided with
this application.

9) Referral details - Do any aspects of the change application require referral for any referral requirements?
Note: The application must be referred to each referral agency triggered by the change application as if the change application was the original
development application including the proposed change.
   No
    Yes – the completed Sections 1 and 2 of Part 5 (Referral details) of DA Form 1 as it relates to the change application is
provided with this application. Where referral is required for matters relating to building work the referral checklist for
building work is also completed.

10) Information request under Part 3 of the DA Rules
    I agree to receive an information request if determined necessary for this change application
    I do not agree to accept an information request for this change application
Note: By not agreeing to accept an information request I, the applicant, acknowledge:
• that this change application will be assessed and decided based on the information provided when making this change application
    and the assessment manager and any referral agencies relevant to the change application are not obligated under the DA Rules to
    accept any additional information provided by the applicant for the change application unless agreed to by the relevant parties
• Part 3 of the DA Rules will still apply if the application is an application listed under section 11.3 of the DA Rules.
Further advice about information requests is contained in the DA Forms Guide.


11) Further details
   Part 7 of DA Form 1 is completed as if the change application was a development application and is provided with this
application.

PART 6 – CHECKLIST AND APPLICANT DECLARATION
12) change application checklist
I have identified the:
     • responsible entity in 3); and
     • for a minor change, any affected entities; and                                                                Yes
     • for an ‘other’ change all relevant referral requirement(s) in 9)
Note: See the Planning Regulation 2017 for referral requirements
For an ‘other’ change application, the relevant sections of DA Form 1 – Development                                  Yes
details have been completed and is attached to this application                                                      Not applicable
For an ‘other’ change application, where building work is associated with the change                                 Yes
application, the relevant sections of Form 2 – Building work details have been
completed and is attached to this application                                                                        Not applicable

Supporting information addressing any applicable assessment benchmarks is attached
to this application
Note: This includes any templates provided under 23.6) of DA Form 1 that are relevant as a
result of the change application, a planning report and any technical reports required by the                        Yes
relevant categorising instrument(s) (e.g. the local government planning scheme, State Planning
Policy, State Development Assessment Provisions). For further information, see DA Forms
Guide: Planning report template.
Relevant plans of the development are attached to this development application
Note: Relevant plans are required to be submitted for all relevant aspects of this change                            Yes
application. For further information, see DA Forms Guide: Relevant plans.


24) Applicant declaration
   By making this change application, I declare that all information in this change application is true and correct.
   Where an email address is provided in Part 1 of this form, I consent to receive future electronic communications from
the responsible entity and any relevant affected entity or referral agency for the change application where written

                                                                                                                                                Page 3
                                                                                                          Planning Act Form 5 - Change application form
                                                                                                                               Version 1.0—3 July 2017

Section 9

 information is required or permitted pursuant to sections 11 and 12 of the Electronic Transactions Act 2001.
 Note: It is unlawful to intentionally provide false or misleading information.
 Privacy – Personal information collected in this form will be used by the responsible entity and/or chosen assessment
 manager, any relevant affected entity or referral agency and/or building certifier (including any professional advisers which
 may be engaged by those entities) while processing, assessing and deciding the change application.
 All information relating to this change application may be available for inspection and purchase, and/or published on the
 assessment manager’s and/or referral agency’s website.
 Personal information will not be disclosed for a purpose unrelated to the Planning Act 2016, Planning Regulation 2017 and
 the DA Rules except where:
 • such disclosure is in accordance with the provisions about public access to documents contained in the Planning Act
      2016 and the Planning Regulation 2017, and the access rules made under the Planning Act 2016 and Planning
      Regulation 2017; or
 • required by other legislation (including the Right to Information Act 2009); or
 • otherwise required by law.
 This information may be stored in relevant databases. The information collected will be retained as required by the Public
 Records Act 2002.

PART 7 – FOR OFFICE USE ONLY
 Date received:                                   Reference number(s):



 QLeave notification and payment
 Note: For completion by assessment manager if applicable
 Description of the work
 QLeave project number
 Amount paid ($)
 Date paid
 Date receipted form sighted by assessment manager
 Name of officer who sighted the form

The Planning Act 2016, the Planning Regulation 2017 and the DA Rules are administered by the Department of
Infrastructure, Local Government and Planning. This form and all other required change application materials should be
sent to the responsible entity.




                                                                                                                            Page 4
                                                                                      Planning Act Form 5 - Change application form
                                                                                                           Version 1.0—3 July 2017

Section 10

Attachment 2 – Revised Plans


[OCR of page images]
Attachment 2 — Revised Plans

Section 11

PROPOSED DUPLEX DEVELOPMENT NO. 111 & 113 GYMPIE TERRACE, NOOSAVILLE




                                                                                                                                                                                    PROPOSED STREET FRONT PERSPECTIVE - ARTISTIC ILLUSTRATION ONLY
 GENERAL INFORMATION


     Minimum Design Standards                                       Wall Construction                                                    Glazing Construction
     Construction of this building to be in                         Wall framing to be constructed in                                    Powdercoated Aluminum Frame
     accordance with the following Australian                       accordance with engineering specification                            Windows in accordance with AS 4055
     governing bodies.                                              and must not differ from certification                               "wind loads for residential" & AS 1288
                                                                    covered by the Form 15. Cladding systems                             "Glass in Buildings selection and
     ♦ National Construction Code (NCC)                             to be fixed in accordance with                                       installation"
     ♦ Queensland Development Code                                  manufactures specification.
     ♦ Standard Building Regulation 2006                            Site Plan Notes                                                      Waterproofing & water Resistant
     ♦ Local government planning policies                           Surface water drainage must be prevented                             Materials
                                                                    from entering the building with FGL sloping                          All wet area waterproofing is to
     Wet Areas                                                      away from the building & finished slab levels.                       comply with AS3740, waterproofing
     Floors in "Wet Areas" to be impervious in                      The builder is responsible to check all existing                     wet areas in residential buildings.
     accordance with Australian Standards.                          services prior to beginning construction.                            NCC Vol2 P3.8.1.0
     Finish and fall gradients to floor wastes.
                                                                    Position of proposed building to
     Roof Construction
                                                                    be verified by builder on site.                                                                                                                                                                                                                    PROPOSED NO. 111 PERSPECTIVE
     Colorbond sheet metal to be fixed in
     accordance with manufactures
                                                                    Location of existing services to be                                                                                                                                                                                                                ARTISTIC ILLUSTRATION ONLY
                                                                    verified by builder prior to construction.
     specification.
     All ridge capping, steps, hips valleys and
                                                                    Soffit Construction
     vent flashings to provide waterproofing
                                                                    4.5mm F.C Sheeting and Painted
     system.




                                                                                                                                                                                                                         PROPOSED NO. 113 PERSPECTIVE - ARTISTIC ILLUSTRATION ONLY
 C    COPYRIGHT The Drawing and the design depicted on this sheet remains the property of Icon Building design. Reproduction in part or whole is prohibited unless written permission is obtained from Icon Building Design. Plans are design for use on the job address specified in the titleblock only.


                                                                                                                              Revision Schedule                                                                    Client Name:                                      J & S Payne
                                                                                        Revision Number                 Revision Description                      Revision Date                Issued by           Project Address:            No. 111 Gympie Terrace, Noosaville                            Sheet Number:00            Project Number:16-024
                                                                                  A                                  WD1.0 Prelim                              29/05/2017                    B.Hunt
                                                                                                                                                                                                                   Climate Zone:               2
                                                                                  B
                                                                                  C
                                                                                                                     WD1.1 Prelim
                                                                                                                     WD1.2 GFA
                                                                                                                                                               10/08/2017
                                                                                                                                                               20/09/2017
                                                                                                                                                                                             B.Hunt
                                                                                                                                                                                             B.Hunt                Wind Category:              To engineers spec.
                                                                                                                                                                                                                                                                                                             Title Page
Phone: 0488209840
email: [email protected]                                     D                                  WD 1.3                                    11/10/2017                    B.Hunt                Project Issue Date:         11/10/2017                                                    Project Status:   WD1.3                  Scale: 1 : 100
website: www.iconbuildingdesign.com.au                                                                                                                                                                             Checked/Signed By Director: Bradley Hunt                                                  Drawn By:         BJH                    QBCC LIC# 126221

Section 12

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           ath
                                                                                                                                                                                                                                                                                                                                                                                                                1.18                        1.24                                                     Fo otp
                                                                                                                                                                                                                                                                                                                                                                                                                   1.20                   ds *                                                                                                1.35
                                                                                                                                                                                                                                                                                                                                                                                            1.2                     1.21           Rec or
                                                                                                                                                                                                                                                                                                                                                                                                                               rom
                                                                                                                                                                                                                                                                                                                                              1.06                                                                       in e F
                                                                                                                                                                                                                                                                                                                                                                                                                    tra L
                                                                                                                                                                                                                                                                                                                                                                                                              *Tels                        ds*
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            WM
                                                                                                                                                                                                                                                                                                                                                                                                                                    Rec or
                                                                                                                                                                                                                                                                                                                                                                                                                               From
                                                                                                                                                                                                                                                                                                                                                                                                                       r Lin e           1.26
                                                                                                                                                                                                                                                                                                                                                          1.24                                                 *Wa te
                                                                                                                                                                                                                                                                                          1.19                                                                                                                             1.24                                                                                                           1.44
                                                                                                                                                                                                                                                                                                                                                  1.25                                                                                             '
                                                                                                                                                                                                                                                                                                                                                                                                                                           75 °0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             wer*
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            1.58
                                                                                                                                                                                           1.19                                                           1.08                                                                                    TELE PIT                                                                                         29
                                                                                                                                                                                                                                                                                        1.22                                                                                                                                               15.3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       ead Po
                                                                                                                                                                                        SCREW                                                                                                                                                                                                                                                                                                                                               1.31




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Block
                                                                                                                                                                                                                                                                                                                                                           1.27
                                                                                                                                                                                                                                                                                                         ath
                                                                                                                                                                                                                      1.18                                                                         Fo otp




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 *Overh
                                                                                                                                                                                                                               1.19




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              Wa ll
                                                                                                                                                                                                                                                                                                                                                                                                                                                D/Way
                                                                                                                                                                                                                             1.23
                                                                                                                                                                                                                                                                                          1.27
                                                                                                                                  1.04                                                                                                                                                     1.26
                                                                                                                                                                                                                                                                                                                                                                                                                                                            1.26                                                                              1.24
                                                                                                                                                                                                                                                                                                                                                                                                                                                                       1.26
                                                                                                                                                      1.2                                                                                                                                                                                                                                                                                                                                                                   1.27
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   1.23
                                                                                                                                   1.18                                                                                                  1.27
                                                                                                                                                                                                                        1.25                                                                                                            1.23
                                                                                          1.02                                  1.13       PP1.22                                                                                             '                                                                                                                                1.26
                                                                                                                                                                                                                                      75 °0                                                       1.30                                                                                                                                                                    1.27
                                                                                                                     D/Way       1.17                                                        1.25                                             05                                                                                                                                                                                                                                                             s
                                                                                                        1.16                                                                                                                          18.1                                                                                                                                                                                                                                                               Step
                                                                                                            1.13                                                                                                                                                                                                                                                                                                                           1.28
                                                                                                            1.16                                                                                                                                                                                1.27                                                                                                                                                                   1.34
                                                                                                                                                                                                                                                                                D/Way                                                                                                                                       1.21
                                                                                                                                                                                                                                                   1.33                                                                                                                                                                                                                FLOOR LEVEL
                                                                                  1.19                                                                                                                                       1.18                                                                          1.25                       1.26        1.33                                  1.29
                                                                                                                                          WM                            *O                                                                                                                                                    1.22
                                                                                                                                                                           ve
                                                                                                                   1.22                                                       rh
                                                                                                                                                    1.20                        ea
                                                                                                                                                                                     dP                                                                          1.32                                                                                    1.25
                                                                                                                                                                                                                                              1.34                                                                             3.63
                                                                                                                                                                                                                                                                                                                                                                                                              18
                                              1.15                                                                                                                                        ow
                                                                                                 1.22                                                                                       er                                                                                                                       Top of Awning
                                                                                                                                                                                                 *
                                                     1.17                                                                                                                                                                                                                                      1.28
                                                     TELE PIT                                                                                                                                                                                                            1.29
                                                                1.19
                                                                                                                                                                                                                                                                                                                                                               1.26
                                                                                                                                                                                                                                                                                                                1.24                                             1.35
                                                                                                                                                                                                                                      Deck

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Existing Building
                                                                                                                                                                                 1.26
                                                                                                                                                                                                                                                                                                                       1.29




                                                                                                                                                                                                                                                                                                       Step
                                                                                                                                                             1.26                                                                                                                                                                                                     1.27
                                                                                                                                                                                                                                                                                                                                                                                                                1.2




                                                                                                                                                                                                                                                                                                            s
                                                                                                                                                                                                                                                                                                                                     CARPORT                           1.34
                                                                                                                                                                                                                                                                                                                                                                                                         1.16




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Blo ck
                                                                                                                                                                                                                                                                                                                              1.28                                                                                                                                                                                                                                                     1.22




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Re ta
                                                                                                                                                                                                                                                                                                                                                 Paving                                                                                                  1.26
                                                                                                                                                                                                                                                                                                                                                                              1.34




                                                                                                                                                                                                                                                                                                                                                                                                                        1.2
                                                                                                                                                                                                                                                                                                                       1.34




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         ining
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    3.68
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    FLOOR LEVEL
                                                                                                                                                                                                                                                                                                                                                                                                                                   1.2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Wall
                                                                                                                                                                      1.2                                                                                                                                                                                                                                                                                                                                                                                                         1.22
                                                                                                                                                                                                                                                                                                                                                                  1.24                                                                                                                          1.27
                                                                                                                                                                                                                                                                                                                                                  3.63
                                                                                                                                                                                                                                                                                                                                                                                                              1.16                                                                 s
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Step




                                                                                                                                                                               Ove rg
                                                                                                                                                                                                                                                                                                                                        Top of Awning
                                                                                                                                                                                                                                                  Existing Building




                                                                                                                                                                                 rown
                                                                                                                                                                                                                                                                                                                              1.41
                                                                                                                                                                                                                                                                                                                                                                                                                                                                1.10




                                                                                                                                                                                    Gard
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                IO




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      165°
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          40.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       1.23




                                                                                                                                                                                        en
                                                                                                                                                                                                                                                                                                                                               1.28




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       0'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            34
                                                                                                                                                                                                                                                                                                                                                                                                                                                         1.18                                                                                                 Deck
                                                                                                                                                                                                                                                                                                                                                                                                                   1.19
                                                                                                                                                                                                                                                                                                                                                                                                                                                Septic Tank
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     2.46
                                                                                                                                                                                                     1.14                                                                                                                                                        1.28                                                                                                                                                                                                                                                                Top of Wall
                                                                                                                                                                                 1.14                                                                                                                                                                                                                                                                                    1.08
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         CP




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 1.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                 1.08                                                                                                                      3.68                     1.15
                                                                                                                                                                                                                                                                                                                                                        1.28                                                                                                                                                                                                        Deck Level                                                                       BUP104209
                                                                                                                                                                                                                                                                                                                                                                                               1.38




                                                                                                                                                                            40.2
                                                                                                                                                                             344°5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             1.24
                                                                                                                                                                                                                                                                                                                                                         1.27           1.26




                                                                                                                                                                                 34
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     1.05




                                                                                                                                                                                                                                                                                                                                                                                                                40.2
                                                                                                                                                                                   4'




                                                                                                                                                                                                                                                                                                                                                                                                                 344°5
                                                                                                                                                                                                                                                                                                                                              1.28                1.26




                                                                                                                                                                                                                                                                                                                                                                                                                     34
                                                                                                                                                                                                                                                                                                                       1.30                                                                                                                                                                                                                                                      1.06




                                                                                                                                                                                                                                                                                                                                                                                                                       4'
                                                                                                                                                                                                                                                                                                                                                                                                       1.38                                                       1.04                                                                                                                                                       1.09
                                                                                                                                                                                                               1.02                                                                                                                    Paving
                                                                                                                                                                                                                                                                  Deck                                                   1.30
                                                                                                                                                                                              1.02                                                                                         1.18
                                                                                                                                                                                                                                                                  1.17
                                                                                                                                                                                                                                                                                                                                      1.30               1.24                                   1.32




                                                                                                                                                                                                                                                                                                            Step
                                                                                                                                                                                                                                                                                         3.01                                 1.29




                                                                                                                                                                                                                                                                                                                 s
                                                                                                                                                                                                                                                                                  Deck Level                                                                    1.30                                                                                                                                                                                                                    1.05
                                                                                                                                                                                                                                                                                                                                                                                     1.36
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          1.08

                                                                                                                                                                                                                                                                                                  1.25                                                          1.39
                                                                                                                                                                                                                                                                                                                                      1.26
                                                                                                                                                                                                        1.05                                                                                                         1.24                                                                                                                                                         Palm Clump
                                                                                                                                                                                                                      1.15                                                                                                                                                                                                                                                                                           1.12

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    1.21
                                                                                                                                                                                                                                                                                                                                                                                                  1.60                                                       1.08                                                                                                                        Palm Clump
                                                                                                                                                                                                                                                                                                                                                                                                                                                           1.05                                                                                                                                                                                          2.47
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                1.11                                                                     Top of Wall
                                                                                                                                                                                                                                                                                                                                                                1.33
                                                                                                                                                                                                                                                                                                                                                                                                                                                          1.07 1.16                            1.14                                                                                                                                       1.09
                                                                                                                                                                                                                                                                                                                                                                                                                                                            1.04 1.15                                                                1.05
                                                                                                                                                                                                                                                                                                                                                                                                                                                  1.14                                                                                                                                         1.15 1.17
                                                                                                                                                                                                                                         1.2                                                                                                                                                                                                                                                                                                                                                                                  1.05
                                                                                                                                                               5                                                                                                                                                                                                                                                                                                                              1.11
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     1.11
                                                                                                                                                                                                                                                                                           1.25
                                                                                                                                                            RP79817                                                                                                                                                                                                     1.32

                                                                                                                                                                                                                  1.22
                                                                                                                                                                                                                                                             1.23
                                                                                                                                                                                                                                                                                   6                              1.20
                                                                                                                                                                                                                                                                                                                            1.21
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 1.20
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  1.05

                                                                                                                                                                                                                                                             1.2                                                                                                                                                                                                                                     1.12                                                                                                                    Clothes Line
                                                                                                                                                                                                                                                                                1.20                                 1.20                                                        1.23
                                                                                                                                                                                                                                                                                                1.20
                                                                                                                                                                                                                         1.18                              1.18
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              1.11
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        1.17
                                                                                                                                                                                                                                                                                                                                              1.23
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             1.2                                               2.47
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              1.4                                              Top of Wall
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        1.21                 ank
                                                                                                                                                                                                                                                                                                                                                                                               1.26                                                                                                                                                                                     of B
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     om
                                                                                                                                                                                                                                                                                         1.14                                                                                                                                                                                                                                                                                    Bott                                          1.6
                                                                                                                                                                                                                                                                                 Clothes Line                                                                                                                                                                                                                                                                                                                                   1.8
                                                                                                                                                                                                                                      1.13                                                                                                                                                                                                                                                                                                           1.33      1.39
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  2                             2.45
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   1.34
                                                                                                                                                                                                                                                                                                                                                               1.41                                   1.26                                                                                                                                                                                                                        2.2       59
                                                                                                                                                                                                                                                      1.19                                                                                                                                                                                                                                                           1.30                                                                                                              15.2
                                                                                                                                                                                                                                                                                                                               1.13                                                                                                                                                                                                                                                                                     2.41       2.4         '
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   1.45     1.39                                                                                         5 5° 0  2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Bank
                                                                                                                                                                                                                                                                                                                                                                                        1.50                                                                                                                                                                                   Top of
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          ce
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           1.92      2.30           2.40                             r Fen
                                                                                                                                                                                                                                                                                                                                               1.19
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       1.41                                                                                     Timbe                                                                                     s*
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   cord
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Fro   m Re
                                                                                                                                                                                                                                                                                                                                                                                                                                         1.39
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             er    Line
                                                                                                                                                                                                                                                   1.17
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     1.35                                                                                                                                                *Sew
                                                                                                                                                                                                                                                                                                  1.2                                                                                                                                                                    1.33
                                                                                                                                                                                                                                                                                                                                                           1.25


                                                                                                                                                                                                                                                                                                                                                                                                                      1.35


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     CP
                                                                                                                                                                                                                                                                                                                                                 1.21
                                                                                                                                                                                                                                                                                                                                                  05                                                                                                                                                                                                                                                                          BUP103813
                                                                                                                                                                                                                                                                                                                 1.30                        18.1
                                                 EXISTING SURVEY SITE PLAN                                                                                                                                                                                                                                                                    25 5°
                                                                                                                                                                                                                                                                                                                                                    0'                                                                                                                                                                                                      Emt C
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            RP817453
                                                 Supplied by Skyline Surveys.                                                                                                                                                                                       1.31                  Timbe
                                                                                                                                                                                                                                                                                               r Fen
                                                                                                                                                                                                                                                                                                    ce
                                                                                                                                                                                                                                                                                                                                                            e From
                                                                                                                                                                                                                                                                                                                                                                    Recor
                                                                                                                                                                                                                                                                                                                                                                          ds*
                                                                                                                                                                                                                                                                                                                                                     er Lin                    *
                                                 buildings to be removed                                                                                                                                                                                                                                                                         *Sew                 Re cords
                                                                                                                                                                                                                                                                                                                                                                    m
                                                                                                                                                                                                                                                                                                                                                              e Fro
                                                                                                                                                                                                                                                                                                                                                        er Lin                                                                              Emt D
                                                 vegetation to be removed.                                                                                                                                                                                                                                                                         *Sew
                                                                                                                                                                                                                                                                                                                                                                                                                                           RP817422
 C   COPYRIGHT The Drawing and the design depicted on this sheet remains the property of Icon Building design. Reproduction in part or whole is prohibited unless written permission is obtained from Icon Building Design. Plans are design for use on the job address specified in the titleblock only.


                                                                                                                               Revision Schedule                                                                                                                         Client Name:                                                                                  J & S Payne
                                                                                         Revision Number                     Revision Description                          Revision Date                                       Issued by                                 Project Address:            No. 111 Gympie Terrace, Noosaville                                                                                                                                                                                                                                                                                             Sheet Number: 01                                         Project Number:16-024
                                                                                 A                                        WD1.0 Prelim                                  29/05/2017                                           B.Hunt
                                                                                                                                                                                                                                                                         Climate Zone:               2
                                                                                 B
                                                                                 C
                                                                                                                          WD1.1 Prelim
                                                                                                                          WD1.2 GFA
                                                                                                                                                                        10/08/2017
                                                                                                                                                                        20/09/2017
                                                                                                                                                                                                                             B.Hunt
                                                                                                                                                                                                                             B.Hunt                                      Wind Category:              To engineers spec.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Combined Existing Survey Plan
Phone: 0488209840
email: [email protected]                                    D                                        WD 1.3                                        11/10/2017                                           B.Hunt                                      Project Issue Date:         11/10/2017                                                                                                                                                                                                                                                                                                                     Project Status:                                WD1.3              Scale: 1 : 200
website: www.iconbuildingdesign.com.au                                                                                                                                                                                                                                   Checked/Signed By 

Section 13

Director: Bradley Hunt                                                                                                                                                                                                                                                                                                                   Drawn By:                                      BJH                QBCC LIC# 126221

Section 14

                                                                                                                                                                                                                                                                                                                                                                                 ath
                                                                                                                                                                                                                                                                                                    1.18                      1.24                                         Fo otp

                                                                                                                                                                                                                             ce                                                                        1.20

                                                                                                                                                                                                                       Terra
                                                                                                                                                                                                                                                                                                                                ds *                                                                          1.35
                                                                                                                                                                                                                                                                                                        1.21             Rec or
                                                                                                                                                                                                                                                                                                                     rom
                                           Existing Pathway                                                                                                                                                   ie                                       1.06                                               tra L
                                                                                                                                                                                                                                                                                                               in e F


                                                                                                                                                                                                        G ym p
Real Property Description                                                                                                                                                                                                                                                                           *Tels
                                                                                                                                                                                                                                                                                                                          Rec or
                                                                                                                                                                                                                                                                                                                                 ds*
                                                                                                                                                                                                                                                                                                                                                                                            WM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Real Property Description
                                                                                                                                                                                                                                                                                                                     From
Lot 6 on R.P. 79817                        Design in accordance and rectify                                                                                                                                                                                                                                  r Lin e           1.26
                                                                                                                                                                                                                                                                 1.24                                *Wa te                                                                                                                                                                                                                                                                                Lot 18 on R.P. 66590
Parish of Tewantin                         existing pathway to regulations                                                                                                                                        1.19                                                                                         1.24
                                                                                                                                                                                                                                                                                                                                  1   5.329m                                                              1.44
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Parish of Tewantin
                                                                                                                                                                                                                                                          1.25
                                                                                                                                                                                                                                                                                                           7 5 °0 0
                                                                                                                                                                                                                                                                                                                       '                                                                                                                               Proposed bin storage




                                                                                                                                                                                                                                                                                                                                                                                    wer*
                                                                                                                                                                                                                                                                                                                                                                                                                          1.58
County of March                            stated in SEQ R056                                                                               1.19                                                 1.08                                                     TELE PIT
                                                                                                                                                                                                                1.22
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           County of March




                                                                                                                                                                                                                                                                                                                                                                              ead Po
                                                                                                                                         SCREW                                                                                                                                                                                                                                                              1.31
                                                                                                                                                                                                                                                                                                                                                                                                                                                       (Screened from view with Front Fence




                                                                                                                                                                                                                                                                                                                                                                                                                          Block
                                                                                                                                                                                                                                                                  1.27
Area :      728 m²                                                                                                                                                                                                              ath
                                                                                                                                                                    1.18                                                  Fo otp
                                                                                                                                                                                                                                                     5500                                                                                                                                                                                                                                                                                                                                  Area :      615 m²




                                                                                                                                                                                                                                                                                                                                                                        *Overh
                                                                                                                                                                            1.19                                                                                                                                                                                                                                                                       and screening)




                                                                                                                                                                                                                                                                                                                                                                                                                            Wa ll
Site Cover : 38.5%                                                                                                                                                        1.23
                                                                                                                                                                                                                                                                                                                                  D/Way
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Site Cover : 37.2%
Total Landscaping : 10.6%
                                                                                                                                                                                                                  1.27
                                                                                                                                                                                                                   1.26                                                                                                                                                                                                                                Proposed Pool                                                                                                                       Total Landscaping: 13%
                                                                                                                                                                                                                                                                                                                                             1.26                                                            1.24
Planting Beds Shown: 78m²                                                                                                                                                                                                                                                                                                                           1.26                                                                                               Location and size to be verified.                                                                                                   Planting Beds Shown: 80m²
Total GFA: 321.4m²                         Proposed Front Wall                                                                                                        1.25            1.27
                                                                                                                                                                                                                                                                                                                                                                                            1.27
                                                                                                                                                                                                                                                                                                                                                                                                                 1.23
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Total GFA : 276.3m²
                                           To be rendered and painted.
                                                                                                    PP1.22
                                                                                                                                                                    18.105
                                                                                                                                                                                     m
                                                                                                                                                                                                                                                    Screened
                                                                                                                                                                                                                                                                                                                                                        1.27                                                                                           Existing Driveways




                                                                                                                                                                                                                                                                                              6746
                                                                                                                                                               '
                                                                                                                                                    7 5 °0 0
                                                                                                                                           1.25
                                                                                                                                                                                                                                                                                                                                                                                                                                                       Removed existing driveway crossover




                                                                                                                                                                                                                                                                                               OMP
                                           Positioned 1m from front boundary.                                                                                                                                                                       Bin Storage 2750
                                                                                                                                                                                                                                                                                                                             1.28

                                           To be softened by street front landscaping.                                                                                                                                                                                                                                                                                                                                                                 and re-construct kerb as required.
                                                                                                                                                                                                                                                        0
                                                                                                                                                                                                                                                    2751.33                                                                                                                                                                                            SEQ R050 and pathway.
                                           Max. height 1.8m                        WM
                                                                                                                                                                                                                              1.25
                                                                                                                                                                                                                                             1.22
                                           Face split by step-in as shown.                                   1.20
                                                                                                                                                                                                                                                3.63
                                                                                                                                                                                                                                                                       al slop
                                                                                                                                                                                                                                                                                e                                                                                                                                                                      Proposed Unit P.O.S
                                                                                                                                                                                                                                      Top of Awning
                                                                                                                                                                                                                                                                Minim ay                                                                                                                                                                               Approximately 85m2 private open space




                                                                                                                                                        7501
                                                                                                                                                                                                                       1.28
                                                                                                                                                                                                                                                                        e  w
                                                                                                                                                                                                                                                                in driv t this




                                                                                                                                                         OMP
                                           Proposed Unit P.O.S




                                                                                                                                                                                                                                                                                                                                                              10°
                                                                                                                                                                                                                                                                             a                                                                                                                                                                         to be verified onsite.
                                                                                                                                                                                                                               1.24                              design for
                                                                                                                                                                                                                                                                             n
                                           Approximately 101m2 private open space                                                                                                                                                                                 locatio swing
                                           to be verified onsite.                                                                                                                                                                     1.29                         in te r n al                                                                                                                                                                                                        Proposed Duplex
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       FFL 2.82m
                                                                                                                                                                                                                                                                    gates
                                                                                                                     1.26


                                           Proposed Pool                                                                                                                                                                                                                                                              10°                                                                                                                                                              Location and size to be verified.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                     165°
                                           Location and size to be verified.




                                                                                                                                                                                                                                                                                                                                                                                                                                                           Blo ck
                                                                                                                                                                                                                                             1.28                                                                                                                                                                                              1.22




                                                                                                                                                                                                                                                                                                                                                                                                                                                                           00'
                                                                                                                                                                                                                                                                                                                                                                                                                                                              Re ta
                                                                                                                                                      15°




                                                                                                                                                                                                                                                                                                                                                                                                                                                                   ining
                                                                                                                                                                                                                                                                                                                                                                                                                                              2084




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                40.23
                                                                                                                              1517




                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Wall
                                                                                                                                                                                                                                                                                                                                                                                                                                              1.22
                                                                                                                                                                                                                                                              3.63

                                                                                                                                                                                                                                                                                                                                                                                                                                              L.Wall




                                                                                                                                                                                                          3°
                                                                                                                               Wall
                                                                                                                                                                                                                                                    Top of Awning




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  4m
                                                                                                                                                                                                                                        3°
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           2.46
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Top of Wall
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Proposed Clothes line
                                                                                                                                  1.14
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                CP
                                           Proposed Landscaping
                                                                                                                                                                                                                                                                                                                                                                                                                                                              1.15
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Location and size to be verified




                                                                                                                                                                                                                                                                                             344°
                                                                                                                                                                                                                                                                                                                                                                                                                        10°                                                                                BUP104209
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      on site.
                                                                                                                                                      15°




                                                                                                                                                                                                                                                                                              54'
                                           In accordance with operational works and landscaping
                                           designer plans.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Proposed Landscaping




                                                                                                                                                                                                                                                                                                40.23
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  1.09


                                           Proposed Clothes line                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      In accordance with operational works and




                                                                                                                                                                                                                                                                                                     4m
                                                                                                                                             1.02

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      landscaping designer plans.
                                                                                                                                  344°




                                           Location and size to be verified                                                                                                                                              5°
                                                                                                                                      54'




                                           on site.
                                                                                                                                                         3236                                           5°                                                                                                                                                                                                                                                                                                                                            Proposed Clothes line
                                                                                                                                                              ll
                                                                                                                                         40.23




                                                                                                                                                         U.Wa                                                                                                                                                                                                                                                                                                                                                                                         Location and size to be verified
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      on site.
                                                                                                                                            4m




                                           Proposed Duplex                                                                                                                                                                                     10°                      Screened
                                                                                                                                                                                                                                                                                                                                           1.05                                                                                                                                                                2.47
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Top of Wall
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Existing Retaining Wall
                                                                                                                                                                                                                                                                                                                                           1.07 1.16                                                                                                                                            1.09
                                                                                                                                                                                                                                                                        Bin Storage                                                          1.04 1.15                                                                                                                                                                                                Top of wall RL 2.47m
                                           FFL 2.82m
                                                                                                                                                                                                                                                                                                                                    1.14                                                                                                                                           1.05    2169
                                           Location and size to be verified.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            OMP
                                                                                                                       5
                                                                                                                    RP79817                                                                                                                                                                                                                                                                                                                                                                                                                           Existing Fencing
                                           Newly constructed Retaining                                                                                             1.22                                                                                                                                                                                                                                                                                                                                                                               Timber fence to remain as required
                                                                                                                                                                                                                                                                                                                                               1.20
                                           Location and size to be verified.                                                                                                                                                                                                                                                                                                                                                                                                                            1.05                                          between existing multi residential
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Clothes Line                                                         complex.
                                                                                                                                                                      1.18
                                           Proposed Clothes line                                                                                                                                                                                                                                                                                                                                                                                                                                                    1.11
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Proposed Unit P.O.S
                                                                                                                                                                                                                                                          3°

                                                                                                                                                                                                                                                                                                                                                      1.17




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 4802
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     2.47
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Approximately 85m2 private open space




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  OMP
                                           Location and size to be verified                                                                                                                                                                                                                                                                                                                                                         1.21                                                                                             Top of Wall

                                           on site.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   to be verified onsite.
                                                                                                                                                                                   1.13                                                                                                                                                                                                                            1.33      1.39
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      2.45
                                                                                                                                                                                                                                                                                                                                                                                                                 1.34

                                           Proposed Rear & Side                                                                                                                              1.19
                                                                                                                                                                                                                                                                                                                                                                                                   1.45   1.39
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                2.41
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           m                                                           PROPOSED SITE PLAN Scale 1:200
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              15.359
                                                                                                                                                                                                                       15°




                                                                                                                                                                                                                                                                                                                                                                                                                                                    Bank
                                           Fencing                                                                                                                                                                                                                                                                                                                                         1.92      2.30          2.40
                                                                                                                                                                                                                                                                                                                                                                                                                                           Top of
                                                                                                                                                                                                                                                                                                                                                                                                                                                 r Fen
                                                                                                                                                                                                                                                                                                                                                                                                                                                      ce            2 2 5 °0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                             0         '
                                           Timber fence 1.8m - consultation between neighboring lots to
                                                                                                                                                                                                                                                                                                                                                                 1.41                                                                       Timbe
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         cord   s*                                      All stormwater drainage shall be in
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              Fro   m Re

                                           clarify the extent of fencing required.                                                                                                        1.17
                                                                                                                                                                                                                                                                                                                           1.39
                                                                                                                                                                                                                                                                                                                                                               1.35                                                                                                                            *Sew
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   er    Line                                                           accordance with A.S. 3500.3.
                                                                                                                                                                                                                                                                                                                                                       1.33
                                                                                                                                                                                                                                                                   1.25

                                           Existing Vegetation                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          All stormwater drainage shall be in
                                                                                                                                                                                                        5045




                                                                                                                                                                                                                                                                                                         1.35
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        accordance with N.S.C.
                                                                                                                                                                                                         OMP




                                           To be removed as required.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           CP
                                                                                                                                                                                                                                                        1.21
                                           Proposed P.O.S                                                                                                                                                                       1.30
                                                                                                                                                                                                                                                                          18.105
                                                                                                                                                                                                                                                                                 m                                                                                                                                                                                                 BUP103813                                                                            All stormwater drainage design is
                                                                                                                                                                                                                                                             0'                                                                                                                                                           Emt C                                                                                                                                         preliminary and shall be confirmed
                                           Approximately 120m2 private open space                                                                                                                                                                   2 2 5 °0
                                                                                                                                                                                                                       r Fen
                                                                                                                                                                                                                            ce
                                                                                                                                                                                                                                                                              Recor
                                                                                                                                                                                                                                                                                    ds*
                                                                                                                                                                                                                                                                                                                                                                                                                          RP817453
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        by a licensed plumber as this only
                                           to be verified onsite.                                                                                                                                        1.31     Timbe                                              e From
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        forms a guide.
                                                                                                                                                                                                                                                         *Sew
                                                                                                                                                                                                                                                             er Lin

                                                                                                                                                                                                                                                                  er Lin
                                                                                                                                                                                                                                                                        e Fro
                                                                                                                                                                                                                                                                              m Re cords
                                                                                                                                                                                                                                                                                         *
                                                                                                                                                                                                                                                                                                                                                                                            Proposed Pool
                                                                                                                                                                                                                                                                                                                              Emt D
                                                                                                                                                                                                                                                              *Sew                                                                                                                          Location and size to be verified.
                                                                                                                                                                                                                                                                                                                             RP817422
 C   COPYRIGHT The Drawing and the design depicted on this sheet remains the property of Icon Building design. Reproduction in part or whole is prohibited unless written permission is obtained from Icon Building Design. Plans are design for use on the job address specified in the titleblock only.


                                                                                                                                Revision Schedule                                                                                                   Client Name:                                                       J & S Payne
                                                                                       Revision Number                    Revision Description                                        Revision Date                Issued by                        Project Address:            No. 111 Gympie Terrace, Noosaville                                                                                                                                                                                                                            Sheet Number:02                              Project Number:16-024
                                                                                 A                                     WD1.0 Prelim                                                29/05/2017                    B.Hunt
                                                                                                                                                                                                                                                    Climate Zone:               2
                                                                                 B
                                                                                 C
                                                                                                                       WD1.1 Prelim
                                                                                                                       WD1.2 GFA
                                                                                                                                                                                   10/08/2017
                                                                                                                                                                                   20/09/2017
                                                                                                                                                                                                                 B.Hunt
                                                                                                                                                                                                                 B.Hunt                             Wind Category:              To engineers spec.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              Combined Proposed Site Plan
Phone: 0488209840
email: [email protected]                                    D                                     WD 1.3                                                      11/10/2017                    B.Hunt                             Project Issue Date:         11/10/2017                                                                                                                                                                                                                                                    Project Status:     WD1.3                                        Scale: As indicated
website: www.iconbuildingdesign.com.au                                                                                                                                                                                                              Checked/Signed By Director: Bradley Hunt                                                                                                                                                                                                                                                  Drawn By:           BJH                                          QBCC LIC# 126221

Section 15

                                                                                                                                                                                                                               ce
                                                                                                                                                                                                             ie        Terra
                                                                                                                                                                                                       G ym p
                                                                                                                                                                                                                                           1.06
                                                                                                                                                                                                                                                                                                                                                                    ry    WM

                                                                                                                                                                                                                                                                                                                                                    is b   ound a
                                                                                                                                                                                                                                                                                                                                           el to th
                                                                                                                                                                                                                                                                                                                              parall°0'
                                                                                                                                                                                                                                                1.25                                                               g not
                                                                                                                                                                                                                                                                                                         Buildin
                                                                                                                                                                                                                                                                                                                                      75
                                                                                                                                                     1.19                                    1.08                                               TELE PIT                                                                                     29
                                                                                                                                                                                                                                                                                                                                      15.3
                                                                                                                                                  SCREW




                                                                                                                                                                                                                                                             From
                                                                                                                                                                                        a     ry
                                                                                                                                                                                  bound




                                                                                                                                                                                                                               From



                                                                                                                                                                                                                                                                 cnr pe
                                                                                                                                                                           o this 75°0'
                                                                                                                                                            par    allel t
                                                                                                                                                  g not                          18.1
                                                                                                                                                                                        05




                                                                                                                                                                                                                                cnr pe
                                                                                                                                    Buildin




                                                                                                                                                                                                                                                                       galong
                                                                                                                                                                                                                                                                                                                                                       1.34




                                                                                                                                                                                                                                                                                                                                                                                                          Build
                                                                                                                                                                                                                                      g
                                                                                                                                                                                                                                                                                                                                                       FLOOR LEVEL




                                                                                                                                                                                                                                                                          10563
                                                                                                                                                                                                                                      along



                                                                                                                                                                                                                                                                           bound
                                                                                                         WM




                                                                                                                                                                                                                                                                                                                                                                                                           ing no
                                                                                                                                                                                                                                        11350
                                                                                                                                                                                                                                         bound



                                                                                                                                                                                                                                                                                ary to




                                                                                                                                                                                                                                                                                                                                                                                                              t p a ra
                                                                                                                                                                                                                                              ary to



                                                                                                                                                                                                                                                                                       cnr of




                                                                                                                                                                                                                                                                                                                                                                                                                  llel to
                                                                                                                                                                                                                                                     cnr of



                                                                                                                                                                                                                                                                                              buildin




                                                                                                                                                                                                                                                                                                                                                                                                                     this b
                                                                                                                                                                                                                                                            buildin



                                                                                                                                                                                                                                                                                                     g




                                                                                                                                                                                                                                                                                                                                                                                                                         ound
                                                                                                                                                                                                                                                                   g




                                                                                                                                                                                                                                                                                                                                                                                                                            a ry
                                                                                                                                                                                                                                                                                                            3165
                                                                                                                                                                                                                                                            4433                                                                                                                                              2084




                                                                                                                                                                                                                                                                                                                                                                                                                                     165°
                                                                                                                                                                                                                                                                                                                                                                                                                              40.2
                                                                                                                                       1517




                                                                                                                                                                                                                                                                                                                                                                                                                                      0'
                                                                                                                                                                                                                                                                                                                                                                         No. 1




                                                                                                                                                                                                                                                                                                                                                                                                                                34
                                                                                                                                                                                                                                                                                                                                                                               13
                                                                                                                                                                                                                                                                                                                                                                             Build
                                                                                                                                      40.2
                                                                                                                                       344°5

                                                                                                                                           34




                                                                                                                                                                                                                                                                                                              40.2
                                                                                                                                             4'




                                                                                                                                                                                                                                                                                                               344°5




                                                                                                                                                                                                                                                                                                                                                                               ing E
                                                                                                                                                                                                                                                                                                                   34
                                                                                                                                                                                                                                                                                                                     4'
                                                                                                                                                                                                                                                                                                             Both




                                                                                                                                                                                                                                                                                                                                                                                     n
                                                                                                                                                                                                                                                                                                                                                                                    velop
                                                                                                                                                                                                    No. 1




                                                                                                                                                                                                                                                                                                               buildin
                                                                                                                                                                                                          11




                                                                                                                                                                                                                                                                                                                                                                                      e
                                                                                                                                                                                                                                                                                                                   g's pa
                                                                                                                                                                                                        Build




                                                                                                                                                                                                                                                                                                                     rallel
                                                                                                                                                                                                          ing E




                                                                                                                                                                                                                                                                                                                          to this
                                                                                                                                                                                                                n
                                                                                                                                                                                                               velop
                                                                                                                                                       Buildin




                                                                                                                                                                                                                                                                                                                             bo und
                                                                                                                                                                                                                                                                                                                                a ry
                                                                                                                                                                                                                 e
                                                                                                                                                            g p a ra
                                                                                                                                                               llel to
                                                                                                                                                                  this b




                                                                                                                                                                                                                                                                                                                          4032
                                                                                                                                                                       oun da
                                                                                                                                                                         ry




                                                                                                                                                                                                                                                                                                                                                                                                                                                   59
                                                                                                                                                                                                                                                                                                                                                                                                                                              15.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                     0'
                                                                                                                                                                                                                                                                                                                                                                                                                                               25 5°


                                                                                                                                                                                    1517                                                                                                                                                                                                                                           n d a ry
                                                                                                                                                                                                                                                                                                                                                                                                                         is bou
                                                                                                                                                                                                                                                                                                                                                                                                            l to th
                                                                                                                                                                                                                                                                                                                                                                                                 p   aralle
                                                                                                                                                                                                                                                                                                                                                                                         g not
                                                                                                                                                                                                                                                                                                                                                                             Buildin

                                                                                                                                                                                                                                                                                                                                                  ry
                            PROPOSED BUILDING ENVELOPE PLAN                                                                                                                                                                                                                                                                           ound a
                                                                                                                                                                                                                                                                                                                e l to    this b
                                                                                                                                                                                                                                                                                                         parall
                                                                                                                                                                                                                                                                                      g not
                                                                                                                                                                                                                                                                       Buildin
                                                                                                                                                                                                                                             05
                                                                                                                                                                                                                                        18.1
                                                                                                                                                                                                                                               0'
                                                                                                                                                                                                                                         25 5°




 C   COPYRIGHT The Drawing and the design depicted on this sheet remains the property of Icon Building design. Reproduction in part or whole is prohibited unless written permission is obtained from Icon Building Design. Plans are design for use on the job address specified in the titleblock only.


                                                                                                                             Revision Schedule                                                                            Client Name:                                                                              J & S Payne
                                                                                       Revision Number                 Revision Description                                   Revision Date                  Issued by    Project Address:            No. 111 Gympie Terrace, Noosaville                                                                                                                                                                  Sheet Number:03           Project Number:16-024
                                                                                 A                                  WD1.0 Prelim                                           29/05/2017                      B.Hunt
                                                                                                                                                                                                                          Climate Zone:               2
                                                                                 B
                                                                                 C
                                                                                                                    WD1.1 Prelim
                                                                                                                    WD1.2 GFA
                                                                                                                                                                           10/08/2017
                                                                                                                                                                           20/09/2017
                                                                                                                                                                                                           B.Hunt
                                                                                                                                                                                                           B.Hunt         Wind Category:              To engineers spec.
                                                                                                                                                                                                                                                                                                                                                                                                                                                          Combined Build Envelopes
Phone: 0488209840
email: [email protected]                                    D                                  WD 1.3                                                 11/10/2017                      B.Hunt         Project Issue Date:         11/10/2017                                                                                                                                                                                          Project Status:   WD1.3            Scale: 1 : 200
website: www.iconbuildingdesign.com.au                                                                                                                                                                                    Checked/Signed By Director: Bradley Hunt                                                                                                                                                                                        Drawn By:         BJH              QBCC LIC# 126221

Section 16

                                                                                                                                                                                                                                                                                   Stairs:                                      Storage under elevated floor                                                                       Retaining wall for new fill                                                                                     Glass pool barrier to
                                                                                                           Storage under elevated floor
                                                                                                                                                                                                                                                                                   Timber treads & metal stringers, white       2/770 metal doors                                                                                  requirements in                                                                                                 manufacturers specification
                                                                                                           2/770 metal doors.
                                                                                                                                                                                                                                                                                   painted, open risers, handrail to inside                                                                                                        accordance with JT                                                                                              1.2m high to NCC& QDC
                                                                                                                                                                                                                                                                                   wall.                                                                                                                                           Consulting                                                                                                      regulation (Typical).
                                                                                                                                            B                                                             D                                                                                                                                                                                           C
                                                                                                                                            11                                                            12                                                                       10 risers @ 155mm approx.                                                                                          12
                                                                                                                                                                                                                                                                                   9 treads @ 250mm
                                                                                                                                                                                                                                                                                   TBC on site. Must remain open for
                RP Boundary                                                                                                                                                                                                                                                        surface flow.

                Overhead exhaust to cooktop to exit via wall
                                                                                                                                                                                                                                                                                                                                                                                                                   Overhead exhaust to cooktop to exit via wall                                                                                    Locked
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   access gate
                                                                                              1509 dh + 0624 fg + 0324 fg                                                      HWS                 0909 dh          0906 dh                                                                              0906 dh        0909 dh        HWS                                                                 0624 fg + 0324 fg+1509 dh                                      Pool Fencing
                                                            BP1
                                                                                                                                                      Fridge Pantry                                                            wm/dr                                                           wm/dr                                  Pantry                                                                                                                                    BP1
                                                                                                    OHC                                                                                                                                                                                                                   Pdr                     Fridge
                                                                                                                                                                                                    Pdr                        under                                                           under




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Privacy Landscaping
                                                                                                                                                                                                                              OHC                                                              OHC
             Lawn/Paved
                                                                                                                Kitchen                                                                                     820               Ldy                  DN                              DN
                                                                                                                                                                                                                                                                                                 Ldy                820
                                                                                                                                                                                                                                                                                                                                                                                       Line of floor over
                                                                                                                             Line of floor over




                                                                                                                                                                                                                                                                                         820
                                                                                                                                                                                            820




                                                                                                                                                                                                                                                                                                                                      820
                                                                                                                                                                                                                                          820
                                                                              1528 bf




                                                                                                                                                                                                                                                                                                                                                                                                                                                              1528 bf
             outdoor space.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Pool Fencing
                                                                                                                                                                                                        basin                                   FFL 2.77m FFL 2.77m                                                    basin
                                                                                                                                                                                                                                    Storage                                               Storage                                                                                             Dining                                                                                                                                 Pool
                                                                                                                            Dining
                                                                                                                            2400 joinery                                                                                                                                                                                                                                                      2400 joinery                                                                                                                           7m x 3.9m
                                                                                                                            2550 ceiling                                                                                                                                                                                                                                                      2550 ceiling
                                                                                                                            (dropped)                                                                                                                                                                                                                                                         (dropped)




                                                                                                                                                                                      820




                                                                                                                                                                                                                                                                                                                                            820




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Privacy Landscaping
                                                                                                                            Tiles                                                                                                                                                                                                                                                             Tiles




                                                                                                                                                                                                                                                        Common Wall FRL 60/60/60
                                                            BP1                                                                                                                                                   Double                                                                       Double                                                                                                                                                                           BP1
                                                                                                                                                 Bulkhead                                                                                                                                                                                              Bulkhead




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Line of deck over
                                                                                                                                                                                                                  Garage                                                                       Garage
                                                                                                                                                                                                                  Concrete Slab                                                                Concrete Slab
                                                                                                                            Lounge                                                                                                                                                                                                                                                Lounge




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Pool Fencing
                                                                150                           150                                                                                                                 2550 ceiling                                                                 2550 ceiling                                                                                                                                  150
              A
                                                                                                                            2400 joinery                                                                          FFL 2.82m                                                                    FFL 2.82m                                                                      Timber Floor Structure
                                                                                            2436 stk




              11
                                               Deck                                                                         2700 ceiling
                                                                                                                                                                                              Line of floor over                                                                                                 Line of floor over                                           FFL 2.82m




                                                                                                                                                                                                                                                                                                                                                                                                                                                   2436 stk
                                                                                                                            FFL 2.82m
                                               FFL 2.52m                                                                                                                                                                                                                                                                                                                                                                                                                                  Deck


                                                                                                                                                              Line of floor over




                                                                                                                                                                                                                                                                                                                                                   Line of floor over
                                               Tiles                                                                        Tiles
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          FFL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Privacy Landscaping
                                                                                                                                                                                                                                 Line of floor over                                 Line of floor over                                                                                                                                                                                    2.52m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               150


                                                           BP1                                                                                                                                                                                                                                                                                                                               Line of floor over
                                                                                                                       Line of floor over                     17                                                                                                                                                                                          17
                                                                         PFG                                                                                  16                                                                                                                                                                                          16
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       BP1
                                                                                                                                                              15                                                       2151 pl                                                                         2151 pl                                            15                          UP 1                                                                                                                                         Pool Fencing
                                                                                                                             2740 h.                          14                                                                                                                                                                                          14                                 2
                                                                                                                                                                                                                                                                                                                                                          13                                 3

                                                                                                                                       Void                      13                               Stairs:                                                                                 Stairs:                                                         12                                 4
                                                                                                                     UP
                                                                                            5/2106 Lvr




                                                                                                                                                                                                  Hardwood treads & stringers, white                                                      Hardwood treads & stringers, white                              11                                 5        id
                                                                                                                          1 2 3 4 5 6 7 8 9 10 11        12
                                                                                                                                                                                                                                                                                                                                                          10                                 6   Vo
                                                                                                                                                                                                  painted risers, glass balustrade and                                                    painted risers, glass balustrade and                             9                                 7                                    Entry




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Privacy Landscaping
                                                                                                                                                                                                                                                                                                                                                                                                                     1100 glass
                                                                                                                                                                                                  open below (plasterboard below).                                                        open below (plasterboard below).                                                                   8                                    FFL 2.77
                                           Pool                                                                                   Entry
                                                                                                                                                                               Gate




                                                                                                                                                                                                  17 [email protected] approx.                                                             17 [email protected] approx.                                                                                                             Tiles                                                                                      Lawn/Paved
                                         2.875m x 4.5m
                                                                                                               Foyer              FFL 2.77                                                        16 treads @ 250mm (Typical)                                                             16 treads @ 250mm (Typical)                                                                                                                                                                                                        outdoor space.
                                                                                                                                  Tiles
                                                                                                                                                                                                  PC Alum.                            Note:
                                                                                                                                            1100 glass                                            & Gate to builders
                                                                                                         PFG




                                                                                                                                                                                                                                      Shadow line in powder
                                                                                                                                            Swing door                                            specification.                                                                                               Screened bin storage                                                                Privacy Landscaping                                                                                                       Privacy Landscaping




                                                                                                                                                                                                                                                                                                                                                                        Bin

                                                                                                                                                                                                                                                                                                                                                                                Bin

                                                                                                                                                                                                                                                                                                                                                                                       Bin
                                                                                                                                                                                                                                      room & basin area
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Gate
                                                                                                                        Lawn/Paved                                                                                                                                                                                                                                                                                                                                                                     PC Alum.
                                                                                                                        outdoor space.
                                                                                                                                                                                                                         PROPOSED GROUND FLOOR PLAN                                                                                                                                                                                                                                                    & Gate to builders
     Glass pool barrier                                                                                                                                                                                                                                                                                                                                                                                                                                                                                specification.
                                                                                                                                                      Bin
     to manufacturers specification
     1.2m high from finished FFL                                          Screened                                                                    Bin
                                                                          pool                                                                                                                    Screened bin storage
     to NCC& QDC regulation
     Raise in stair location.                                             filter                                                                      Bin




 Floor Areas:                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Floor Areas:
 Ground Residence : 121.3m²                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Ground Residence : 107.4m²
 Ground Outdoor Ent: 26.5m²                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Ground Outdoor Ent: 28.7m²
 Ground Entry:        3.2m²                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Ground Entry:        3.2m²
 Total:             151.0m²                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Total:             139.3m²

 Total GFA :                    85.5m²                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Total GFA:                               84.7m²

 C   COPYRIGHT The Drawing and the design depicted on this sheet remains the property of Icon Building design. Reproduction in part or whole is prohibited unless written permission is obtained from Icon Building Design. Plans are design for use on the job address specified in the titleblock only.


                                                                                                                                 Revision Schedule                                                                               Client Name:                                              J & S Payne
                                                                                                Revision Number               Revision Description                              Revision Date                     Issued by      Project Address:            No. 111 Gympie Terrace, Noosaville                                                                                                                                         Sheet Number:04                                                                            Project Number:16-024
                                                                                        A                                  WD 1.0 Prelim                                     29/05/2017                         B.Hunt
                                                                                                                                                                                                                                 Climate Zone:               2
                                                                                        B
                                                                                        C
                                                                                                                           WD 1.1 Prelim
                                                                                                                           WD1.2 GFA
                                                                                                                                                                             10/08/2017
                                                                                                                                                                             20/09/2017
                                                                                                                                                                                                                B.Hunt
                                                                                                                                                                                                                B.Hunt           Wind Category:              To engineers spec.
                                                                                                                                                                                                                                                                                                                                                                                                                                        Proposed Ground Floor Plans
Phone: 0488209840
email: [email protected]                                           D                                  WD 1.3                                            11/10/2017                         B.Hunt           Project Issue Date:         11/10/2017                                                                                                                                                                 Project Status:                         WD1.3                                                                   Scale: 1 : 100
website: www.iconbuildingdesign.com.au                                                                                                                                                                                           Checked/Signed By Director: Bradley Hunt                                                                                                                                                               Drawn By:                               BJH                                                                     QBCC LIC# 126221

The text continues on section 17.

The supporting record

Open full page ↗

Source document

Analyse documents ↗Open full page ↗

My Comparisons

Choose two to four records of the same kind. Drag using a handle or use the “Compare” buttons.

Your selected records are saved in this browser for your account. Results use the filters on the page where you choose “Compare selected”.