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                 From:                 "Matt Benetti" <[email protected]>
                 Sent:                Mon, 29 Nov 2021 12:48:25 +1000
                 To:                   "Mailbox Council Mail" <[email protected]>
                 Subject:              Application for Owners Consent for a jetty at 26 The Promontory.
                 Attachments:          Owners consent.pdf, DAForm1-Developmentapplicationdetails (3).pdf, 21.101-
                 001 26 The Promontory_Form 15_C1.pdf, 2- the promontory.pdf, 21.101-001 26 The Promontory
                 Jetty_C1 (1).pdf



                    You don't often get email from [email protected]. Learn why this is important

                 External sender. Do not open links or attachments if the email is unexpected or unusual or impersonates
                 staff.


                 Hello,
                 Please find the attached documentation for Owners Consent at 26 The Promontory, Noosaville
                 4566.
                 - Owners consent form
                 - Plans
                 - Form 15
                 - RP Plan
                 - DA Form 1
                 Any questions please don't hesitate to contact me - 0439746532
                 Kind Regards,
                 --
                 Matt Benetti
                 DB-U 38816
                 New Living Constructions Pty Ltd
                 e: [email protected]
                 m: 0439746532
                 w: www.newlivingconstructions.com.au




Document Set ID: 21714761
Version: 1, Version Date: 29/11/2021
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Page 2

 Company owner’s consent to the making of a development application
 under the Planning Act 2016



 I,        Clint Irwin, Manager Property - delegated authority to sign on behalf of Council as owner of the Lot.




 Sole Director/Secretary of the company mentioned below.

[Delete the above where company owner’s consent must come from both director and director/secretary]


 I,
                                                                                                      [Insert name in full.]


 Director of the company mentioned below.


 and I,

                                                                                                       [Insert name in full.
                                               [Insert position in full—i.e. another director, or a company secretary.]

Delete the above two boxes where there is a sole director/secretary for the company giving the owner’s
consent.


 Of
          Noosa Council




the company being the owner of the premises identified as follows:


Noosa Waters common Lake area, being a Reserve for Local Government [ 514 RP883850 516 RP897361


consent to the making of a development application under the Planning Act 2016 by:

 Matt Benetti




 The Planning Act 2016 is administered by the Department of Local Government, Infrastructure and Planning, Queensland
 Government.


                                                                                                         Applicant template 11.0
                                                                                                        Version 1.0—3 July 2017

Page 3

on the premises described above for:

   landing - Timber Jetty at 26 the Promontory, Noosaville QLD 4566



 Company seal [if used]


 Company Name and ACN: Noosa Shire Council


                                                                        ……………………………………………
                                                                         Signature of Sole Director/Secretary



                                                                                         Date     09/12/21

[Delete the above where company owner’s consent must come from both director and director/secretary.]

 Company Name and ACN: ………………………………………………………………………………………………


                ……………………………………………                                       ……………………………………………
                        Signature of Director                              Signature of Director/Secretary


                           ………………………………                                 ……………………………………………
                                     Date                                              Date


 [Delete the above where there is a sole director/secretary for the company giving the owner’s consent.]




                                                                                                                 Page 2
                                                                                                 Applicant template 11.0
                                                                                                Version 1.0—3 July 2017

Page 4

     DA Form 1 – Development application details
     Approved form (version 1.3 effective 28 September 2020) made under section 282 of the Planning Act 2016.


     This form must be used to make a development application involving code assessment or impact assessment,
     except when applying for development involving only building work.
     For a development application involving building work only, use DA Form 2 – Building work details.
     For a development application involving building work associated with any other type of assessable development
     (i.e. material change of use, operational work or reconfiguring a lot), use this form (DA Form 1) and parts 4 to 6 of
     DA Form 2 – Building work details.
     Unless stated otherwise, all parts of this form must be completed in full and all required supporting information must
     accompany the development application.
     One or more additional pages may be attached as a schedule to this development application if there is insufficient
     space on the form to include all the necessary information.

       This form and any other form relevant to the development application must be used to make a development
       application relating to strategic port land and Brisbane core port land under the Transport Infrastructure Act 1994, and
       airport land under the Airport Assets (Restructuring and Disposal) Act 2008. For the purpose of assessing a
       development application relating to strategic port land and Brisbane core port land, any reference to a planning
       scheme is taken to mean a land use plan for the strategic port land, Brisbane port land use plan for Brisbane core
       port land, or a land use plan for airport land.

     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)         Matthew Benetti
       Contact name (only applicable for companies)
       Postal address (P.O. Box or street address)                 26 The Promontory

       Suburb                                                      Noosaville
       State                                                       QLD
       Postcode                                                    4566
       Country                                                     Australia
       Contact number                                              439746532

       Email address (non-mandatory)                               [email protected]
       Mobile number (non-mandatory)
       Fax number (non-mandatory)
       Applicant’s reference number(s) (if applicable)


       2) Owner’s consent
       2.1) Is written consent of the owner required for this development application?
        Yes – the written consent of the owner(s) is attached to this development application
        No – proceed to 3)




Document Set ID: 21714761
Version: 1, Version Date: 29/11/2021

Page 5

     PART 2 – LOCATION DETAILS

       3) Location of the premises (complete 3.1) or 3.2), and 3.3) as applicable)
       Note: Provide details below and attach a site plan for any or all premises part of the development application. For further information, see DA
       Forms Guide: Relevant plans.

       3.1) Street address and lot on plan
        Street address AND lot on plan (all lots must be listed), or
        Street address AND lot on plan for an adjoining or adjacent property of the premises (appropriate for development in water
            but adjoining or adjacent to land e.g. jetty, pontoon. All lots must be listed).

                 Unit No. Street No.                Street Name and Type                                     Suburb
                               26                   The Promontory                                           Noosaville
          a)     Postcod Lot No.                    Plan Type and Number (e.g. RP, SP)                       Local Government Area(s)
                 e
                 4566          837                  SP102579                                                 Noosa Council
                 Unit No. Street No.                Street Name and Type                                     Suburb


          b)     Postcod Lot No.                    Plan Type and Number (e.g. RP, SP)                       Local Government Area(s)
                 e


        3.2) Coordinates of premises (appropriate for development in remote areas, over part of a lot or in water not adjoining or adjacent to land
            e.g. channel dredging in Moreton Bay)
       Note: Place each set of coordinates in a separate row.

        Coordinates of premises by longitude and latitude
       Longitude(s)                        Latitude(s)                        Datum                        Local Government Area(s) (if applicable)

                                                                               WGS84
                                                                               GDA94
                                                                               Other:
        Coordinates of premises by easting and northing
       Easting(s)                 Northing(s)                Zone Ref.        Datum                        Local Government Area(s) (if applicable)

                                                              54               WGS84
                                                              55               GDA94
                                                              56               Other:
       3.3) Additional premises
        Additional premises are relevant to this development application and the details of these premises have been
          attached in a schedule to this development application
        Not required


       4) Identify any of the following that apply to the premises and provide any relevant details
        In or adjacent to a water body or watercourse or in or above an aquifer

       Name of water body, watercourse or aquifer:                                     Noosa Waters Canal


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                                                                                                               DA Form 1 – Development application details
                                                                                                                         Version 1.3— 28 September 2020
Document Set ID: 21714761
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Page 6

        On strategic port land under the Transport Infrastructure Act 1994

       Lot on plan description of strategic port land:
       Name of port authority for the lot:
        In a tidal area

       Name of local government for the tidal area (if applicable):

       Name of port authority for tidal area (if applicable):
        On airport land under the Airport Assets (Restructuring and Disposal) Act 2008

       Name of airport:
        Listed on the Environmental Management Register (EMR) under the Environmental Protection Act 1994

       EMR site identification:
        Listed on the Contaminated Land Register (CLR) under the Environmental Protection Act 1994
       CLR site identification:


       5) Are there any existing easements over the premises?
       Note: Easement uses vary throughout Queensland and are to be identified correctly and accurately. For further information on easements and
       how they may affect the proposed development, see DA Forms Guide.

        Yes – All easement locations, types and dimensions are included in plans submitted with this development
                 application
        No


     PART 3 – DEVELOPMENT DETAILS




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                                                                                                           DA Form 1 – Development application details
                                                                                                                     Version 1.3— 28 September 2020
Document Set ID: 21714761
Version: 1, Version Date: 29/11/2021

Page 7

     Section 1 – Aspects of development
       6.1) Provide details about the first development aspect
       a) What is the type of development? (tick only one box)
        Material change of use               Reconfiguring a lot                  Operational work                      Building work
       b) What is the approval type? (tick only one box)

        Development permit                   Preliminary approval                  Preliminary approval that includes a variation approval
       c) What is the level of assessment?
        Code assessment                      Impact assessment (requires public notification)
       d) Provide a brief description of the proposal (e.g. 6 unit apartment building defined as multi-unit dwelling, reconfiguration of 1 lot into 3
          lots):

       Timber jetty

       e) Relevant plans
        Note: Relevant plans are required to be submitted for all aspects of this development application. For further information, see DA Forms guide:
             Relevant plans.

        Relevant plans of the proposed development are attached to the development application
       6.2) Provide details about the second development aspect

       a) What is the type of development? (tick only one box)
        Material change of use               Reconfiguring a lot                  Operational work                      Building work
       b) What is the approval type? (tick only one box)
        Development permit                   Preliminary approval                  Preliminary approval that includes a variation approval
       c) What is the level of assessment?
        Code assessment                      Impact assessment (requires public notification)

       d) Provide a brief description of the proposal (e.g. 6 unit apartment building defined as multi-unit dwelling, reconfiguration of 1 lot into 3
       lots):

       Landing Timber Jetty
       e) Relevant plans
       Note: Relevant plans are required to be submitted for all aspects of this development application. For further information, see DA Forms Guide:
             Relevant plans.

        Relevant plans of the proposed development are attached to the development application
       6.3) Additional aspects of development

        Additional aspects of development are relevant to this development application and the details for these aspects that
          would be required under Part 3 Section 1 of this form have been attached to this development application
        Not required




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                                                                                                               DA Form 1 – Development application details
                                                                                                                         Version 1.3— 28 September 2020
Document Set ID: 21714761
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Page 8

     Section 2 – Further development details
       7) Does the proposed development application involve any of the following?

       Material change of use                    Yes – complete division 1 if assessable against a local planning instrument
       Reconfiguring a lot                       Yes – complete division 2
       Operational work                          Yes – complete division 3

       Building work                             Yes – complete DA Form 2 – Building work details


     Division 1 – Material change of use
      Note: This division is only required to be completed if any part of the development application involves a material change of use assessable against a
            local planning instrument.

       8.1) Describe the proposed material change of use

       Provide a general description of the                  Provide the planning scheme definition                 Number of dwelling        Gross floor
       proposed use                                          (include each definition in a new row)                 units (if applicable)     area (m2)
                                                                                                                                              (if applicable)

       Landing – timber jetty




       8.2) Does the proposed use involve the use of existing buildings on the premises?
        Yes
        No

     Division 2 – Reconfiguring a lot
     Note: This division is only required to be completed if any part of the development application involves reconfiguring a lot.

       9.1) What is the total number of existing lots making up the premises?


       9.2) What is the nature of the lot reconfiguration? (tick all applicable boxes)
        Subdivision (complete 10))                                          Dividing land into parts by agreement (complete 11))
        Boundary realignment (complete 12))                                 Creating or changing an easement giving access to a lot from
                                                                              a constructed road (complete 13))


       10) Subdivision
       10.1) For this development, how many lots are being created and what is the intended use of those lots:

       Intended use of lots created               Residential               Commercial                Industrial             Other, please specify:


       Number of lots created
       10.2) Will the subdivision be staged?
        Yes – provide additional details below
        No
       How many stages will the works include?

       What stage(s) will this development application
       apply to?


                                                                                                                                                      Page !5
                                                                                                                   DA Form 1 – Development application details
                                                                                                                             Version 1.3— 28 September 2020
Document Set ID: 21714761
Version: 1, Version Date: 29/11/2021

Page 9

       11) Dividing land into parts by agreement – how many parts are being created and what is the intended use of the
          parts?
       Intended use of parts created              Residential              Commercial              Industrial              Other, please specify:


       Number of parts created


       12) Boundary realignment
       12.1) What are the current and proposed areas for each lot comprising the premises?

                                       Current lot                                                              Proposed lot
       Lot on plan description               Area (m2)                            Lot on plan description               Area (m2)




       12.2) What is the reason for the boundary realignment?




       13) What are the dimensions and nature of any existing easements being changed and/or any proposed easement?
       (attach schedule if there are more than two easements)

       Existing or               Width (m)        Length (m)        Purpose of the easement? (e.g.                     Identify the land/lot(s)
       proposed?                                                    pedestrian access)                                 benefitted by the easement




     Division 3 – Operational work
     Note: This division is only required to be completed if any part of the development application involves operational work.

       14.1) What is the nature of the operational work?

        Road work                                                Stormwater                            Water infrastructure
        Drainage work                                            Earthworks                            Sewage infrastructure
        Landscaping                                              Signage                               Clearing vegetation

        Other – please specify:                   Landing – timber jetty

       14.2) Is the operational work necessary to facilitate the creation of new lots? (e.g. subdivision)
        Yes – specify number of new lots:
        No
       14.3) What is the monetary value of the proposed operational work? (include GST, materials and labour)

       $


     PART 4 – ASSESSMENT MANAGER DETAILS

       15) Identify the assessment manager(s) who will be assessing this development application




                                                                                                                                                   Page !6
                                                                                                                DA Form 1 – Development application details
                                                                                                                          Version 1.3— 28 September 2020
Document Set ID: 21714761
Version: 1, Version Date: 29/11/2021

Page 10

       Noosa Council
       16) Has the local government agreed to apply a superseded planning scheme for this development application?
        Yes – a copy of the decision notice is attached to this development application
        The local government is taken to have agreed to the superseded planning scheme request – relevant documents
          attached
        No



     PART 5 – REFERRAL DETAILS

       17) Does this development application include any aspects that have any referral requirements?
       Note: A development application will require referral if prescribed by the Planning Regulation 2017.

        No, there are no referral requirements relevant to any development aspects identified in this development
          application – proceed to Part 6
       Matters requiring referral to the Chief Executive of the Planning Act 2016:




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                                                                                                              DA Form 1 – Development application details
                                                                                                                        Version 1.3— 28 September 2020
Document Set ID: 21714761
Version: 1, Version Date: 29/11/2021

Page 11

        Clearing native vegetation
        Contaminated land (unexploded ordnance)
        Environmentally relevant activities (ERA) (only if the ERA has not been devolved to a local government)
        Fisheries – aquaculture
        Fisheries – declared fish habitat area
        Fisheries – marine plants
        Fisheries – waterway barrier works
        Hazardous chemical facilities
        Heritage places – Queensland heritage place (on or near a Queensland heritage place)
        Infrastructure-related referrals – designated premises
        Infrastructure-related referrals – state transport infrastructure
        Infrastructure-related referrals – State transport corridor and future State transport corridor
        Infrastructure-related referrals – State-controlled transport tunnels and future state-controlled transport tunnels
        Infrastructure-related referrals – near a state-controlled road intersection
        Koala habitat in SEQ region – interfering with koala habitat in koala habitat areas outside koala priority areas
        Koala habitat in SEQ region – key resource areas
        Ports – Brisbane core port land – near a State transport corridor or future State transport corridor
        Ports – Brisbane core port land – environmentally relevant activity (ERA)
        Ports – Brisbane core port land – tidal works or work in a coastal management district
        Ports – Brisbane core port land – hazardous chemical facility
        Ports – Brisbane core port land – taking or interfering with water
        Ports – Brisbane core port land – referable dams
        Ports – Brisbane core port land – fisheries
        Ports – Land within Port of Brisbane’s port limits (below high-water mark)
        SEQ development area
        SEQ regional landscape and rural production area or SEQ rural living area – tourist activity or sport and recreation
           activity
        SEQ regional landscape and rural production area or SEQ rural living area – community activity
        SEQ regional landscape and rural production area or SEQ rural living area – indoor recreation
        SEQ regional landscape and rural production area or SEQ rural living area – urban activity
        SEQ regional landscape and rural production area or SEQ rural living area – combined use
        Tidal works or works in a coastal management district
        Reconfiguring a lot in a coastal management district or for a canal
        Erosion prone area in a coastal management district
        Urban design
        Water-related development – taking or interfering with water
        Water-related development – removing quarry material (from a watercourse or lake)
        Water-related development – referable dams
        Water-related development –levees (category 3 levees only)
        Wetland protection area

       Matters requiring referral to the local government:
        Airport land
        Environmentally relevant activities (ERA) (only if the ERA has been devolved to local government)
        Heritage places – Local heritage places
       Matters requiring referral to the Chief Executive of the distribution entity or transmission entity:
       Infrastructure-related referrals – Electricity infrastructure

       Matters requiring referral to:
       • The Chief Executive of the holder of the licence, if not an individual
       • The holder of the licence, if the holder of the licence is an individual
       Infrastructure-related referrals – Oil and gas infrastructure




                                                                                                                                      Page !8
                                                                                                   DA Form 1 – Development application details
                                                                                                             Version 1.3— 28 September 2020
Document Set ID: 21714761
Version: 1, Version Date: 29/11/2021

Page 12

       Matters requiring referral to the Brisbane City Council:
       Ports – Brisbane core port land
       Matters requiring referral to the Minister responsible for administering the Transport Infrastructure Act 1994:
       Ports – Brisbane core port land (where inconsistent with the Brisbane port LUP for transport reasons)
       Ports – Strategic port land
       Matters requiring referral to the relevant port operator, if applicant is not port operator:
       Ports – Land within Port of Brisbane’s port limits (below high-water mark)
       Matters requiring referral to the Chief Executive of the relevant port authority:
       Ports – Land within limits of another port (below high-water mark)

       Matters requiring referral to the Gold Coast Waterways Authority:
       Tidal works or work in a coastal management district (in Gold Coast waters)
       Matters requiring referral to the Queensland Fire and Emergency Service:
       Tidal works or work in a coastal management district (involving a marina (more than six vessel berths))


       18) Has any referral agency provided a referral response for this development application?

        Yes – referral response(s) received and listed below are attached to this development application
        No
       Referral requirement                                                      Referral agency                         Date of referral response




       Identify and describe any changes made to the proposed development application that was the subject of the referral
       response and this development application, or include details in a schedule to this development application (if
       applicable).




     PART 6 – INFORMATION REQUEST

       19) Information request under Part 3 of the DA Rules
        I agree to receive an information request if determined necessary for this development application
        I do not agree to accept an information request for this development application
       Note: By not agreeing to accept an information request I, the applicant, acknowledge:
        •    that this development application will be assessed and decided based on the information provided when making this development
             application and the assessment manager and any referral agencies relevant to the development application are not obligated under the DA
             Rules to accept any additional information provided by the applicant for the development 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.




     PART 7 – FURTHER DETAILS

       20) Are there any associated development applications or current approvals? (e.g. a preliminary approval)
        Yes – provide details below or include details in a schedule to this development application
        No




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                                                                                                              DA Form 1 – Development application details
                                                                                                                        Version 1.3— 28 September 2020
Document Set ID: 21714761
Version: 1, Version Date: 29/11/2021

Page 13

       List of approval/development              Reference number                      Date                                 Assessment
       application references                                                                                               manager
        Approval
        Development application
        Approval
        Development application


       21) Has the portable long service leave levy been paid? (only applicable to development applications involving building work or
            operational work)

        Yes – a copy of the receipted QLeave form is attached to this development application
        No – I, the applicant will provide evidence that the portable long service leave levy has been paid before the
          assessment manager decides the development application. I acknowledge that the assessment manager may
          give a development approval only if I provide evidence that the portable long service leave levy has been paid
        Not applicable (e.g. building and construction work is less than $150,000 excluding GST)
       Amount paid                            Date paid (dd/mm/yy)                             QLeave levy number (A, B or E)

       $


       22) Is this development application in response to a show cause notice or required as a result of an enforcement
       notice?
        Yes – show cause or enforcement notice is attached
        No


       23) Further legislative requirements
       Environmentally relevant activities
       23.1) Is this development application also taken to be an application for an environmental authority for an
       Environmentally Relevant Activity (ERA) under section 115 of the Environmental Protection Act 1994?

        Yes – the required attachment (form ESR/2015/1791) for an application for an environmental authority accompanies
          this development application, and details are provided in the table below
        No
       Note: Application for an environmental authority can be found by searching “ESR/2015/1791” as a search term at www.qld.gov.au. An ERA
       requires an environmental authority to operate. See www.business.qld.gov.au for further information.

       Proposed ERA number:                                                     Proposed ERA threshold:
       Proposed ERA name:
        Multiple ERAs are applicable to this development application and the details have been attached in a schedule to
          this development application.
       Hazardous chemical facilities

       23.2) Is this development application for a hazardous chemical facility?
        Yes – Form 69: Notification of a facility exceeding 10% of schedule 15 threshold is attached to this development
          application
        No
       Note: See www.business.qld.gov.au for further information about hazardous chemical notifications.




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                                                                                                           DA Form 1 – Development application details
                                                                                                                     Version 1.3— 28 September 2020
Document Set ID: 21714761
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Page 14

       Clearing native vegetation
       23.3) Does this development application involve clearing native vegetation that requires written confirmation that
       the chief executive of the Vegetation Management Act 1999 is satisfied the clearing is for a relevant purpose under
       section 22A of the Vegetation Management Act 1999?
        Yes – this development application includes written confirmation from the chief executive of the Vegetation
          Management Act 1999 (s22A determination)
        No
       Note: 1. Where a development application for operational work or material change of use requires a s22A determination and this is not included,
                the development application is prohibited development.
             2. See https://www.qld.gov.au/environment/land/vegetation/applying for further information on how to obtain a s22A determination.

       Environmental offsets

       23.4) Is this development application taken to be a prescribed activity that may have a significant residual impact on
       a prescribed environmental matter under the Environmental Offsets Act 2014?
        Yes – I acknowledge that an environmental offset must be provided for any prescribed activity assessed as having a
          significant residual impact on a prescribed environmental matter
        No
       Note: The environmental offset section of the Queensland Government’s website can be accessed at www.qld.gov.au for further information on
       environmental offsets.

       Koala habitat in SEQ Region
       23.5) Does this development application involve a material change of use, reconfiguring a lot or operational work
       which is assessable development under Schedule 10, Part 10 of the Planning Regulation 2017?
        Yes – the development application involves premises in the koala habitat area in the koala priority area
        Yes – the development application involves premises in the koala habitat area outside the koala priority area
        No
       Note: If a koala habitat area determination has been obtained for this premises and is current over the land, it should be provided as part of this
       development application. See koala habitat area guidance materials at www.des.qld.gov.au for further information.


       Water resources

       23.6) Does this development application involve taking or interfering with underground water through an
       artesian or subartesian bore, taking or interfering with water in a watercourse, lake or spring, or taking
       overland flow water under the Water Act 2000?
        Yes – the relevant template is completed and attached to this development application and I acknowledge that a
          relevant authorisation or licence under the Water Act 2000 may be required prior to commencing development
        No
       Note: Contact the Department of Natural Resources, Mines and Energy at www.dnrme.qld.gov.au for further information.
       DA templates are available from https://planning.dsdmip.qld.gov.au/. If the development application involves:
       • Taking or interfering with underground water through an artesian or subartesian bore: complete DA Form 1 Template 1
       • Taking or interfering with water in a watercourse, lake or spring: complete DA Form1 Template 2
       • Taking overland flow water: complete DA Form 1 Template 3.

       Waterway barrier works
       23.7) Does this application involve waterway barrier works?
        Yes – the relevant template is completed and attached to this development application
        No
       DA templates are available from https://planning.dsdmip.qld.gov.au/. For a development application involving waterway barrier works, complete
       DA Form 1 Template 4.

       Marine activities
       23.8) Does this development application involve aquaculture, works within a declared fish habitat area or
       removal, disturbance or destruction of marine plants?




                                                                                                                                                  Page 11
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                                                                                                                DA Form 1 – Development application details
                                                                                                                          Version 1.3— 28 September 2020
Document Set ID: 21714761
Version: 1, Version Date: 29/11/2021

Page 15

        Yes – an associated resource allocation authority is attached to this development application, if required under the
          Fisheries Act 1994
        No
       Note: See guidance materials at www.daf.qld.gov.au for further information.

       Quarry materials from a watercourse or lake
       23.9) Does this development application involve the removal of quarry materials from a watercourse or lake
       under the Water Act 2000?

        Yes – I acknowledge that a quarry material allocation notice must be obtained prior to commencing development
        No
       Note: Contact the Department of Natural Resources, Mines and Energy at www.dnrme.qld.gov.au and www.business.qld.gov.au for further
       information.

       Quarry materials from land under tidal waters
       23.10) Does this development application involve the removal of quarry materials from land under tidal water
       under the Coastal Protection and Management Act 1995?
       Yes – I acknowledge that a quarry material allocation notice must be obtained prior to commencing development
       No
       Note: Contact the Department of Environment and Science at www.des.qld.gov.au for further information.

       Referable dams
       23.11) Does this development application involve a referable dam required to be failure impact assessed under
       section 343 of the Water Supply (Safety and Reliability) Act 2008 (the Water Supply Act)?

        Yes – the ‘Notice Accepting a Failure Impact Assessment’ from the chief executive administering the Water Supply
          Act is attached to this development application
        No
       Note: See guidance materials at www.dnrme.qld.gov.au for further information.

       Tidal work or development within a coastal management district
       23.12) Does this development application involve tidal work or development in a coastal management district?
        Yes – the following is included with this development application:
              Evidence the proposal meets the code for assessable development that is prescribed tidal work (only required if
                    application involves prescribed tidal work)
                A certificate of title
        No
       Note: See guidance materials at www.des.qld.gov.au for further information.

       Queensland and local heritage places

       23.13) Does this development application propose development on or adjoining a place entered in the Queensland
       heritage register or on a place entered in a local government’s Local Heritage Register?
        Yes – details of the heritage place are provided in the table below
        No
       Note: See guidance materials at www.des.qld.gov.au for information requirements regarding development of Queensland heritage places.

       Name of the heritage place:                                              Place ID:
       Brothels
       23.14) Does this development application involve a material change of use for a brothel?
        Yes – this development application demonstrates how the proposal meets the code for a development application
          for a brothel under Schedule 3 of the Prostitution Regulation 2014
        No

       Decision under section 62 of the Transport Infrastructure Act 1994




                                                                                                                                           Page !12
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Page 16

       23.15) Does this development application involve new or changed access to a state-controlled road?
        Yes – this application will be taken to be an application for a decision under section 62 of the Transport Infrastructure
          Act 1994 (subject to the conditions in section 75 of the Transport Infrastructure Act 1994 being satisfied)
        No


       Walkable neighbourhoods assessment benchmarks under Schedule 12A of the Planning Regulation
       23.16) Does this development application involve reconfiguring a lot into 2 or more lots in certain residential zones
       (except rural residential zones), where at least one road is created or extended?

        Yes – Schedule 12A is applicable to the development application and the assessment benchmarks contained in
       schedule 12A have been considered
        No
       Note: See guidance materials at www.planning.dsdmip.qld.gov.au for further information.



     PART 8 – CHECKLIST AND APPLICANT DECLARATION

       24) Development application checklist

       I have identified the assessment manager in question 15 and all relevant referral
       requirement(s) in question 17                                                                                        Yes
       Note: See the Planning Regulation 2017 for referral requirements

       If building work is associated with the proposed development, Parts 4 to 6 of DA Form 2 –                            Yes
       Building work details have been completed and attached to this development application                               Not applicable
       Supporting information addressing any applicable assessment benchmarks is with the
       development application
       Note: This is a mandatory requirement and includes any relevant templates under question 23, a planning report       Yes
       and any technical reports required by the relevant categorising instruments (e.g. local government planning
       schemes, 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 aspects of this development application. For further       Yes
       information, see DA Forms Guide: Relevant plans.

       The portable long service leave levy for QLeave has been paid, or will be paid before a                              Yes
       development permit is issued (see 21)                                                                                Not applicable


       25) Applicant declaration
        By making this development application, I declare that all information in this development 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 assessment manager and any referral agency for the development application where written 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.




                                                                                                                                                 Page !13
                                                                                                               DA Form 1 – Development application details
                                                                                                                         Version 1.3— 28 September 2020
Document Set ID: 21714761
Version: 1, Version Date: 29/11/2021

Page 17

       Privacy – Personal information collected in this form will be used by the assessment manager and/or chosen
       assessment manager, any relevant referral agency and/or building certifier (including any professional advisers
       which may be engaged by those entities) while processing, assessing and deciding the development application.
       All information relating to this development 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.




                                                                                                                          Page !14
                                                                                        DA Form 1 – Development application details
                                                                                                  Version 1.3— 28 September 2020
Document Set ID: 21714761
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Page 18

     PART 9 – FOR COMPLETION OF THE ASSESSMENT MANAGER – FOR OFFICE
     USE ONLY

       Date received:                                   Reference number(s):


       Notification of engagement of alternative assessment manager
       Prescribed assessment manager
       Name of chosen assessment manager

       Date chosen assessment manager engaged
       Contact number of chosen assessment manager
       Relevant licence number(s) of chosen assessment
       manager


       QLeave notification and payment
       Note: For completion by assessment manager if applicable

       Description of the work
       QLeave project number
       Amount paid ($)                                                 Date paid (dd/mm/yy)
       Date receipted form sighted by assessment manager

       Name of officer who sighted the form




                                                                                                                                Page !15
                                                                                              DA Form 1 – Development application details
                                                                                                        Version 1.3— 28 September 2020
Document Set ID: 21714761
Version: 1, Version Date: 29/11/2021

Page 19

                                                                  Department of Housing and Public Works

                                                                  Form 15—Compliance certificate
                                                                  for building design or
                                                                                         Version 4 – July 2017
                                                                  specification
    NOTE: This is to be used for the purposes of section 10 of the Building Act 1975 and/or section 46 of the
    Building Regulation 2006.
    RESTRICTION: A building certifier (class B) can only give a compliance certificate about whether building work
    complies with the BCA or a provision of the Queensland Development Code (QDC). A building certifier (Class B)
    can not give a certificate regarding QDC boundary clearance and site cover provisions.
    1. Property description                   Street address (include no., street, suburb/locality and postcode)
    This section need only be                  26 The Promontory
    completed if details of street
    address and property description           Noosaville                                                     Postcode 4566
    are applicable.
    E.g. in the case of                       Lot and plan details (attach list if necessary)
    (standard/generic) pool design/shell       Lot 837 SP102579
    manufacture and/or patio and
    carport systems this section may          In which local government area is the land situated?
    not be applicable.                         Noosa Council
    The description must identify all
    land the subject of the application.
    The lot and plan details (e.g.
    SP/RP) are shown on title
    documents or a rates notice.
    If the plan is not registered by title,
    provide previous lot and plan
    details.
    2. Description of                          Structural components associated with a new domestic straight –‘Y’ jetty,
       component/s certified                   including hardwood timber framing, Millboard Composite decking; aluminium
    Clearly describe the extent of work
    covered by this certificate, e.g. all
                                               rails.
    structural aspects of the steel roof       Excludes:
    beams.
                                               Methods of construction including temporary bracing and propping
                                               Existing structures on the site, including the existing revetment wall



    3. Basis of certification                  AS1170 SAA Loading Code
    Detail the basis for giving the
    certificate and the extent to which        AS1720 Timber Structures
    tests, specifications, rules,
    standards, codes of practice and other     AS2159 Piling Code
    publications, were relied upon.
                                               AS4997 Guidelines for the Design of Maritime Structures
                                               Millboard composite decking product technical literature
                                               The Coastal Protection and Management Regulation 2017: relevant Parts and
                                               Schedule 3


    4. Reference documentation                 Long View Consulting Engineers Drawings 21.101-001 26 The Promontory
    Clearly identify any relevant
    documentation, e.g. numbered
                                               Jetty_C1: [S001 – S004]
    structural engineering plans.




    LOCAL GOVERNMENT USE ONLY
     Date received                                                        Reference Number/s




Document Set ID: 21714761
Version: 1, Version Date: 29/11/2021

Page 20

    5. Building certifier reference              Building certifier reference number
       number


    6. Competent person details                  Name (in full)
    A competent person for building work,
    means a person who is assessed by             Freeman McGrath
    the building certifier for the work as       Company name (if applicable)                     Contact person
    competent to practice in an aspect of
    the building and specification design,        Long View Consulting Engineers                   Freeman McGrath
    of the building work because of the
    individual’s skill, experience and           Phone no. (business hours) Mobile no.                    Fax no.
    qualifications in the aspect. The                                       0414 681 676
    competent person must also be
    registered or licensed under a law           Email address
    applying in the State to practice the         [email protected]
    aspect.
    If no relevant law requires the
                                                 Postal address
    individual to be licensed or registered       PO Box 963
    to be able to give the help, the certifier
    must assess the individual as having          Cooroy QLD                                                  Postcode 4563
    appropriate experience, qualifications
    or skills to be able to give the help.       Licence or registration number (if applicable)
    If the chief executive issues any             RPEQ 19951
    guidelines for assessing a competent
    person, the building certifier must use
    the guidelines when assessing the
    person.
    7. Signature of competent                    Signature                                             Date
       person                                                                                           10 November 2021
    This certificate must be signed by the
    individual assessed by the building
    certifier as competent.



     The Building Act 1975 is administered by the Department of Housing and Public Works




Document Set ID: 21714761
Version: 1, Version Date: 29/11/2021

Page 21

Document Set ID: 21714761
Version: 1, Version Date: 29/11/2021


[OCR of page images]
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| 67 Screw revet 22793930" | 088 THE 30! 55-LP | 141°4750"| 8.0
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{ 70 | Sorew h revet 245°" Si-LP | 183°4540"| 8.0
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Titles Data reproduced with the permission of the State of Queensland
(Department of Natural Resources)

Document Set ID: 21714761
Version: 1, Version Date: 29/11/2021

Page 22

                                                                                Long View
                                                       L                        Consulting Engineers
                                                                                Lodestar Meridian Pty Ltd T/as Long View Consulting Engineers
                                                       V                        Post:     PO Box 963 Cooroy QLD 4563
                                                                                ABN:      87 711 552 832
                                                                                Mobile: 0414 681 676
                                                                                Email:    [email protected]
                                                                                Internet: www.longviewconsulting.com.au




                                       PROJECT

                                       PROPOSED JETTY
                                       26 THE PROMONTORY, NOOSAVILLE 4566

                                                                                                                                                                                                                                                                              PROJECT
                                                                                                                                                                                                                                                                              SITE
                                       LongView PROJECT No.:                                                    CLIENT
                                       21.101-001                                                               -



                                                                                                                                                                                                                                                        LOCALITY PLAN
                                                                                                                                                                                                                                                        NOT TO SCALE
                                        DRAWING SCHEDULE & TRANSMITTAL

                                                                                                                          REV.
                                        DRAWING No. TITLE                                                           DATE: 09/11/21
                                        S01                  COVER SHEET (DRAWING SCHEDULE & TRANSMITTAL)                   C1
                                        S02                  STRUCTURAL NOTES SHEET                                         C1
                                        S03                  SITE PLAN, FRAMING PLAN, ELEVATIONS                            C1
                                        S04                  JETTY FRAMING DETAILS - SHEET 1                                C1
                                        S05                  JETTY FRAMING DETAILS - SHEET 2                                C1
                                        ISSUE "P1"              DENOTES PRELIMINARY ISSUE 1
                                        ISSUE "A", "B"          DENOTES APPROVAL / TENDER ISSUE
                                        ISSUE "C1"              DENOTES CONSTRUCTION ISSUE 1




                                                       CONSTRUCTION
          © THIS DRAWING IS PROTECTED                                                                     ASSOCIATED CONSULTANTS                                                                                    PROJECT                                                             DRAWING TITLE
          UNDER COPYRIGHT IN
          ACCORDANCE WITH
          AGREEMENT BETWEEN
          LODESTAR MERIDIAN PTY LTD
                                                                                                                                                    Long View                                                        PROPOSED JETTY
                                                                                                                                                                                                                     26 THE PROMONTORY, NOOSAVILLE 4566
                                                                                                                                                                                                                                                                                         DRAWING SCHEDULE & TRANSMITTAL
          T/AS LONG VIEW CONSULTING
                                                                                                                                                L   Consulting Engineers
                                           REVISIONS




          ENGINEERS AND THE CLIENT AS
          NAMED HEREIN. EXCLUSIVE                                                                                                                   Lodestar Meridian Pty Ltd T/as Long View Consulting Engineers
          USE IS GRANTED UNDER THE
          AGREEMENT ONLY FOR THE
                                                                                                                                                V   Post:     PO Box 963 Cooroy QLD 4563
                                                                                                                                                                                                                    DRAWN
                                                                                                                                                                                                                              J.A.L.
                                                                                                                                                                                                                                       CHECKED
                                                                                                                                                                                                                                                 F.M.
                                                                                                                                                                                                                                                        APPROVED       DATE
                                                                                                                                                                                                                                                                           NOV 2021
                                                                                                                                                                                                                                                                                        SCALE BAR                     DRAWING SCALES
                                                                                                                                                                                                                                                                                                                                        1:1
                                                                                                                                                                                                                                                                                                                                              DRAWING SIZE
                                                                                                                                                                                                                                                                                                                                               A1 ORIGINAL
                                                                                                                                                    ABN:      87 711 552 832
          PROJECT. THIS DRAWING SHALL
          NOT BE CONSTRUCTED UNLESS                    1   CONSTRUCTION ISSUE            C1        F.M.                                             Mobile: 0414 681 676
                                                                                                                                                                                                                    DESIGNED           CHECKED                         RPEQ / Cert.     PROJECT NUMBER                DRAWING NUMBER          REVISION
          DESCRIBED AS "CONSTRUCTION                                                                                                                Email:    [email protected]
          ISSUE".                                      No. DESCRIPTION                   REV.      APP.                                             Internet: www.longviewconsulting.com.au                                    F.M.              F.M.                           19951                    21.101-001                    S01               C1

Document Set ID: 21714761
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Page 23

         GENERAL                                                                                             DIMENSIONS/LEVELS                                                                                              TIMBER FRAMING & BRACING:                                                                                ABBREVIATIONS:
         G1      STRUCTURAL DRAWINGS SHALL BE READ IN CONJUNCTION WITH THE                                   L1.    CONSTRUCTION SHALL BE SET OUT USING SURVEY BENCHMARKS PROVIDED BY COUNCIL.                              T1      ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH AS 1720, AS 1684                       A.C.F. -     ALL CORES FILLED
                 SPECIFICATION, ARCHITECTURAL, AND OTHER CONSULTANTS' DOCUMENTS.                                                                                                                                                    AND THE REFERENCED STANDARDS THEREIN.                                                            BTM.     -   BOTTOM
                                                                                                             L2.    ALL LEVELS AND SETOUT POINTS ARE SHALL BE CONFIRMED ON SITE BY REGISTERED                                                                                                                                        B.W.     -   BOTH WAYS
         G2      REFER TO THE ARCHITECTURAL DRAWINGS FOR SETOUT. NO DIMENSIONS SHALL BE                             SURVEYOR PRIOR TO CONSTRUCTION. ADVISE ANY DISCREPANCY BEFORE PROCEEDING.                               T2      ALL FRAMING, BRACING AND TIE-DOWN INFORMATION FORMS THE BASIS OF THE                             CB       -   CONSTRUCTION BREAK
                 OBTAINED BY SCALING FROM DRAWINGS.                                                                                                                                                                                 STRUCTURES STABILITY DOWN TO FOUNDATIONS. ALTERNATIVE METHODS SHALL                              C.O.S. -     CONFIRM ON SITE
                                                                                                             L3.     DIMENSION STANDARDS:                                                                                           ONLY BE ACCEPTED ON APPROVAL OF THE ENGINEER.                                                    D&C      -   DESIGN & CONSTRUCT
         G3      UNLESS OTHERWISE NOTED (UNO), ALL LEVELS ARE IN METRES AND ALL DIMENSIONS ARE IN                   - REDUCED LEVELS, CHAINAGES AND COORDINATES ARE ALL IN METRES.
                                                                                                                                                                                                                                                                                                                                     DWG      -   DRAWING
                 MILLIMETRES.                                                                                       - CIVIL DRAWINGS (SKC SERIES): ALL OTHER DIMENSIONS ARE IN METRES (m).                                  T3      PREFABRICATED TIMBER ROOF TRUSSES, PROPRIETARY FLOOR JOIST SYSTEMS
                                                                                                                                                                                                                                                                                                                                     E.F.     -   EACH FACE
                                                                                                                    - STRUCTURAL DRAWINGS (SKS SERIES): ALL OTHER DIMENSIONS ARE IN MILLIMETRES (mm).                               AND ALTERNATIVE TIMBER ELEMENTS TO THOSE SHOWN ON THE ENGINEERING
                                                                                                                                                                                                                                                                                                                                     H.D.G. -     HOT DIP GALVANISED
         G4       THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE STABILITY OF THE                                                                                                                                          DRAWINGS ARE TO BE DESIGNED AND CERTIFIED BY THE SUPPLIER'S STRUCTURAL
                 STRUCTURE UNTIL ITS COMPLETION AND SHALL ENSURE THAT NO PART OF THE STRUCTURE               L4.    ALL LEVELS ARE TO AUSTRALIAN HEIGHT DATUM.                                                                      ENGINEER. DESIGN AND INSPECTION CERTIFICATES FOR THESE ELEMENTS ARE TO BE                        Lg.      -   LONG
                 IS OVER-STRESSED BY EXCESSIVE LOADING.                                                                                                                                                                             ISSUED TO THE CONTRACTOR FOR LODGEMENT WITH THE LOCAL AUTHORITY.                                 L.V.     -   LENGTH VARIES
                                                                                                             L5.    DIMENSIONS SHALL NOT BE SCALED FROM DRAWINGS.                                                                                                                                                                    N.S.O.P. -   NOT SHOWN ON PLAN
         G5      ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE CURRENT VERSION                                                                                                                              T4      ALL TIMBER MEMBERS USED ARE TO HAVE A MINIMUM LEVEL OF DURABILITY AS                             SS       -   STAINLESS STEEL
                 OF THE APPLICABLE STANDARD EXCEPT WHERE VARIED BY THE SPECIFICATION AND/OR                  L6.    DESIGN USES DIGITAL TERRAIN MODEL GENERATED FROM THE SITE SURVEY. SOME                                          SPECIFIED IN AS1684.2 - APPENDIX B.                                                              TYP.     -   TYPICAL
                 DRAWINGS. APPLICABLE CODES OF PRACTICE INCLUDE BUT ARE NOT LIMITED TO THE                          ELEMENTS ARE INTERPOLATED AND MAY VARY FROM THE ACTUAL SITE CONDITIONS                                                                                                                                           U.N.O. -     UNLESS NOTED OTHERWISE
                 FOLLOWING:                                                                                                                                                                                                 T5      ALL HWD TIMBER SHALL BE SEASONED UNO.                                                            V        -   VARIES
                 AS 1163        STRUCTURAL STEEL HOLLOW SECTIONS
                 AS 1170        SAA LOADING CODE                                                                                                                                                                            T6      ALL TIMBER SHALL BE FREE OF GUM VEINS, KNOTS, SHAKES, CHECKS, WANES AND ANY
                 AS 1554        WELDING OF STEEL STRUCTURES                                                  CONSTRUCTABILITY CONSTRAINTS:                                                                                          OTHER IMPERFECTIONS WITHIN CONNECTION ZONES.
                 AS 1664        ALUMINIUM STRUCTURES
                 AS 1684        RESIDENTIAL TIMBER-FRAMED CONSTRUCTION                                       CC1. CONSTRUCTABILITY CONSTRAINTS:                                                                             T7      ALL TIMBER FRAMING TO BE MINIMUM H6 TREATED UNO.
                 AS 1720        TIMBER STRUCTURES
                 AS 2159        PILING CODE                                                                    A)   PROTECT ALL EXISTING INFRASTRUCTURE (EG CULVERT CROSSING, PAVEMENTS,                                    T8      EXPOSED FRAMING (TIMBER FRAMING THAT MAY BE SUBJECT TO PERIODIC WETTING):
                 AS 4100        STEEL STRUCTURES                                                                    FENCING & ELECTRICAL POLES/WIRES) FROM ANY DAMAGE.                                                                  - SHALL BE EITHER H6 PRESSURE TREATED OR DURABILITY CLASS 1
                 AS 4997        GUIDELINES FOR THE DESIGN OF MARITIME STRUCTURES                                                                                                                                                          SPECIES (MINIMUM) SAWN TIMBER (UNO)
                 AS 5100        BRIDGE DESIGN                                                                 B)    ALLOW OF LIKELIHOOD OF FLOW WITHIN THE WATERWAY: EXISTING WATERWAY ARE
                 BCA           BUILDING CODE OF AUSTRALIA (NATIONAL CONSTRUCTION CODE)                              FLOODED MULTIPLE TIMES PER YEAR. PROTECT CONSTRUCTION EQUIPMENT AND                                     T9      WASHERS SHALL BE PROVIDED UNDER ALL NUTS AND BOLT HEADS (EXCEPT CUP-HEAD
                                                                                                                    WORKS.                                                                                                          BOLTS) BEARING AGAINST TIMBER AS FOLLOWS:
         G6      ANY DISCREPANCY SHALL BE REFERRED TO THE SUPERINTENDENT FOR A DECISION BEFORE                                                                                                                                          BOLT SIZE      WASHER
                 PROCEEDING WITH THE WORK.                                                                   CC2. NO WORK TO COMMENCE ON SITE UNTIL:                                                                                    <=M12           50X50X3.0mm
                                                                                                                                                                                                                                           M16         57X57X4.0mm
                                                                                                                  - OFFICIAL PRE-START MEETING HELD AND PRE-START MEETING MINUTES ISSUED
         G7      ALL PROPRIETARY PRODUCTS NOT DEEMED TO COMPLY WITH THE BCA SHALL HAVE                                                                                                                                                     M20         65X65X5.0.mm
                                                                                                                  - CONTRACTOR'S MANAGEMENT PLANS SUBMITTED (SITE, TRAFFIC, ENVIRONMENT,
                 THIRD-PARTY CERTIFICATION WITH RELEVANT TESTING AND SIGN-OFF BY AN RPEQ ENGINEER.                                                                                                                                       >M20           75X75X6.0mm
                                                                                                                  SAFETY) FOR SUPERINTENDENT'S REVIEW.
                 PROPRIETARY PRODUCTS INCLUDES PREFABRICATED TRUSSES, LIGHT-GAUGE STEEL
                 FRAMING, FLOORING PRODUCTS, RECYCLED TIMBER AND PLASTICS, BALUSTRADES, SCREENS,                                                                                                                            T10     X….. INDICATES M12DIA ANCHOR ROD/BOLT
                 SHADE FABRICS, JOINERY, PARTITIONS AND OPERABLE WALLS.
                                                                                                                                                                                                                            T11     [X]….. INDICATES M16DIA ANCHOR ROD/BOLT
         G8      REFER TO ARCHITECTS DRAWINGS FOR DETAILS OF ALL GROOVES, FILLETS, HOBS, DRIP
                                                                                                             DRIVEN PILES:
                 GROOVES AND THE LIKE.                                                                                                                                                                                      T12     SB…. INDICATES STRAP BRACE ROOF BRACING FIXED TO TOP OF EACH JOIST WITH 2
                                                                                                             P1.    PILES SHALL BE CONSTRUCTED IN ACCORDANCE WITH AS2159.                                                           SCREWS. BEND STRAP BRACING OVER AT ENDS, FIX WITH 2 SCREWS TO TOP OF JOIST
         G9       GIVE AT LEAST 24 HOURS NOTICE OF AN INSPECTION BEING REQUIRED FOR :                                                                                                                                               AND 4 SCREWS TO SIDE FACE OF SUPPORTING MEMBER. ALL ROOFS TO BE BRACED.
                                                                                                             P2.    CONSTRUCTION CONSTRAINTS: AVOID LOADING EXISTING REVETMENT WALLS.
                 - PILING
                 - JETTY FRAMING (TIMBER)                                                                                                                                                                                   T13     ALL FASTENERS ARE TO BE GRADE A4-70 STAINLESS STEEL IN ACCORDANCE WITH
                                                                                                             P3.    DESIGN LOADS: PILES TO ACHIEVE GEOTECHNICAL CAPACITIES (VERTICAL &                                              ISO-3506-1. EXTERNAL ANCHORS WHERE SUBJECT TO SALT AIR SHALL BE STAINLESS
                 - BRACING AND TIE DOWN
                                                                                                                    HORIZONTAL) SHOWN ON THE DRAWINGS                                                                               STEEL A4-70:
         G10     ALL FABRICATION SHOP DRAWINGS SHALL BE PROVIDED TO THE ENGINEER FOR REVIEW AND                                                                                                                                          -SCREWS TO BE NO.14 TYPE 17 WITH 50MM EMBEDMENT (UNO)
                                                                                                             P4.    REQUIRED PILE POSITION TOLERANCES:                                                                                   -ALL JOIST HANGERS, FRAMING ANCHORS, TRIPLE GRIPS AND THE LIKE, SHALL BE
                 COMMENT IN A3 HARDCOPY OR PDF FORMAT.
                                                                                                                                                                                                                                         STAINLESS STEEL. TO BE MANUFACTURED BY PRYDA OR APPROVED
                                                                                                                    PLAN POSITION: +/- 50mm AT UNDERSIDE OF EACH GROUND BEAM.                                                            EQUIVALENT, WITH 5 NO. 2.8mm DIA X 30MM
         G11     ABBREVIATIONS (GENERAL):
                                                                                                                    PILE VERTICALITY:                                                                                                    NAILS EACH LEG MINIMUM. INSTALL AS PER MANUFACTURERS SPECIFICATION.
                 NTS      NOT TO SCALE
                                                                                                                    - WITHIN 4% FOR ALL PILES
                 UNO      UNLESS NOTED OTHERWISE
                 NSOE     NOT SHOWN ON ELEVATION                                                                                                                                                                            T14     PROVIDE BLOCKING OVER SUPPORTS AT 1800 MAX CRS IN ACCORDANCE WITH AS 1684
                                                                                                             P5.    PILE TOE LEVELS ON THE DRAWINGS ARE ESTIMATED LEVELS. ACTUAL TOE LEVELS                                         FOR TIMBER BEARERS AND JOISTS WITH D/B >= 4.
                 NSOP     NOT SHOWN ON PLAN
                                                                                                                    SHALL BE DETERMINED DURING CONSTRUCTION BY AN RPEQ-CERTIFIED
                 TYP      TYPICAL
                                                                                                                    GEOTECHNICAL ENGINEER.                                                                                  T15     FOR JOISTS WITH SPAN >3000 AND BOTTOM OF JOIST UNRESTRAINED BY CEILING
                 (O)      OVER
                 (U)      UNDER                                                                                                                                                                                                     DIAPHRAGM:
                                                                                                             P6.    DO NOT FOUND PILES HIGHER THAN TOE LEVELS ON DRAWINGS, UNLESS APPROVED BY                                            -PROVIDE 1 ROW OF BLOCKING BETWEEN EACH JOIST AT
                 CRS      CENTRES
                                                                                                                    BOTH THE SUPERINTENDENT AND THE GEOTECHNICAL ENGINEER. THE                                                               MIDSPAN FOR SPANS < 4200mm
                 NOM      NOMINAL
                                                                                                                    SUPERINTENDENT SHALL SEEK ADVICE FROM THE DESIGN ENGINEER AS REQUIRED.                                               -PROVIDE 2 ROWS OF BLOCKING BETWEEN EACH JOIST AT
                 CFW      CONTINUOUS FILLET WELD
                                                                                                                                                                                                                                             THIRD POINTS FOR SPANS >4200mm

                                                                                                                                                                                                                            T16     FIXING LOCATIONS TO BE FIXED ACCORDING TO THE FOLLOWING MINIMUM PACINGS
         DESIGN CRITERIA                                                                                     ALUMINIUM:                                                                                                             (D = FIXING SHANK DIA. IN mm):
                                                                                                                                                                                                                                    BOLTS       4D  EDGE DISTANCE TO BOTH EDGES IN DIRECTION OF SHEAR LOAD
         DC1 THE STRUCTURAL ELEMENTS HAVE BEEN DESIGNED FOR THE FOLLOWING LIVE LOADS                         A1.    ALL WORKMANSHIP AND MATERIALS SHALL COMPLY WITH BEST PRACTISE ALUMINIUM                                                    5D   PITCH BETWEEN BOLTS
             IN ACCORDANCE WITH AS 1170.1: LIVE LOAD REDUCTIONS ARE NOT APPLICABLE.                                 FABRICATION AND THE CURRENT AUSTRALIAN STANDARD AS 1664.                                                                   5D   EDGE DISTANCE FROM END OF ELEMENT
             ELEMENT            UDL         CONCENTRATED                                                     A2.    ALUMINIUM SECTIONS SHALL COMPLY WITH AS 1734, AS 1886 OR AS 1867.                                                          13D MINIMUM OVERALL ELEMENT DEPTH
             DECK               2.0kPa      2.7KN                                                            A3.    ALL WELDING SHALL COMPLY WITH AS 1665.
                                                                                                             A4.    ALL WELDING SHALL BE CARRIED OUT USING ARGONGAS SHIELDING. WELD
         DC2 WIND LOADS HAVE BEEN DETERMINED IN ACCORDANCE WITH AS 1170.2 BASED ON:                                                                                                                                          MINIMUM SPACING, EDGE & END DISTANCES FOR NAILS AND SCREWS
                                                                                                                    CONSUMABLES SHALL BE COMPATIBLE WITH BOTH PARENT ALLOYS IN ACCORDANCE
             IMPORTANCE LEVEL            2                                                                          WITH AS AS 1665. FOR 6063-T6 USE 4043 FILLER WIRE. PLATE-TO-EXTRUSION ALLOYS
             REGION                      B                                                                                                                                                                                                                     MINIMUM DISTANCE
                                                                                                                    SHALL BE WELDED USING APPROPRIATE FILLERS IN ACCORDANCE WITH WTIA
             ULTIMATE WIND SPEED         51 m/s                                                                     TECHNICAL NOTES WHERE NOT COVERED BY AS 1665.
             SERVICEABILITY WIND SPEED   39.0 m/s                                                                                                                                                                             SPACING TYPE        HOLES FOR                       HOLES FOR
                                                                                                             A5.    ALL WELDS SHALL BE A MINIMUM 5mm CONTINUOUS FILLET WELD ALL ROUND,
             TERRAIN CATEGORY           1.5                                                                                                                                                                                                       NAILS NOT                       NAILS PREBORED SCREWS
                                                                                                                    UNLESS NOTED OTHERWISE.
                                                                                                                                                                                                                                                  PREBORED                        TO 80% DIA.
                                                                                                             A6.    ALUMINIUM EXTRUSIONS SHALL BE STRUCTURAL GRADE ALLOY:- EXTRUSIONS 6063-T6
         DC3 EARTHQUAKE LOADING HAS BEEN DETERMINED IN ACCORDANCE WITH AS 1170.4 BASED                                                                                                                                        END DISTANCE          20D                                10D        10D
                                                                                                                    UNLESS NOTED OTHERWISE.
             ON:                                                                                                                                                                                                              EDGE DISTANCE          5D                                  5D        5D
                                                                                                             A7.    ALUMINIUM PLATE IS TO BE WROUGHT GRADE ALLOY 5083 H116.
             ACCELERATION COEFFICIENT    0.06                                                                                                                                                                                 ALONG-GRAIN SPACING   20D                                 10D       10D
                                                                                                             A8.    ALL STEEL AND STAINLESS STEEL BOLTS AND ALL OTHER FIXINGS MUST BE ISOLATED
             SITE FACTOR                1                                                                                                                                                                                     CROSS-GRAIN SPACING    10D                                3D         3D
                                                                                                                    FROM ALUMINIUM USING NYLON OR SIMILAR APPROVED PACKERS/GASKETS, AND
             IMPORTANCE LEVEL           1                                                                           WASHERS WITH SHANK COLLARS.
             STRUCTURE TYPE                                                                                  A9.    SHOP DETAIL DRAWINGS ARE TO BE SUBMITTED TO THE ARCHITECT AND ENGINEER
             DESIGN CATEGORY            EDC1                                                                        FOR REVIEW. APPROVAL IS TO BE OBTAINED FROM THE COUNCIL, THE ARCHITECT AND
                                                                                                                    THE ENGINEER, PROIR TO COMMENCING FABRICATION.
         DC4 FIRE RESISTANCE LEVELS OF STRUCTURAL ELEMENTS HAVE BEEN TAKEN AS FOLLOWS:
             ELEMENT        FRL (mins)
             COLUMNS        -/-/-
             BEAMS         -/-/-                                                                             TEMPORARY WORKS:
             WALLS         -/-/-

         DC5 DETERMINATION OF DESIGN LOADING FOR NON-STRUCTURAL ELEMENTS SUCH AS                             T1.    MAINTAIN THE WORKS IN A SAFE CONDITION. ENSURE STRUCTURES ARE NOT
             CEILING AND CLADDING SYSTEMS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR                             OVER-STRESSED AT ANY TIME. TEMPORARY ROAD SURFACES SHALL BE TRAFFICABLE
                                                                                                                    AT ALL TIMES. POTHOLES ETC SHALL BE MONITORED AND REPAIRED.
         DC6 FLOOD LOADING HAS BEEN DETERMINED IN ACCORDANCE WITH AS 5100 WITH NOMINAL
             FLOOD VELOCITY TO BE CONFIRMED BY HYDRAULIC REQUIREMENTS AS FOLLOWS:
             -V100 = 1m/s.                                                                                   T2.    CONTRACTOR'S RPEQ TO CERTIFY DESIGN AND CONSTRUCTION FOR TEMPORARY
                                                                                                                    WORKS: STRUTS, PROPPING, FORMWORK STRIPPING AND PROPPING PROCEDURES, TIE
                                                                                                                    BACKS, EXCAVATION SHORING, PROTECTION WORKS, DE-WATERING SYSTEMS,
                                                                                                                    FORMWORK, EARLY LOADING OF STRUCTURES AND THE LIKE.




                                                    CONSTRUCTION
          © THIS DRAWING IS PROTECTED                                                                ASSOCIATED CONSULTANTS                                                                                                                                    PROJECT                                                               DRAWING TITLE
          UNDER COPYRIGHT IN
          ACCORDANCE WITH
          AGREEMENT BETWEEN
          LODESTAR MERIDIAN PTY LTD
                                                                                                                                                                                               Long View                                                        PROPOSED JETTY
                                                                                                                                                                                                                                                                26 THE PROMONTORY, NOOSAVILLE 4566
                                                                                                                                                                                                                                                                                                                                      STRUCTURAL NOTES SHEET
          T/AS LONG VIEW CONSULTING
                                                                                                                                                                                L              Consulting Engineers
                                        REVISIONS




          ENGINEERS AND THE CLIENT AS
          NAMED HEREIN. EXCLUSIVE                                                                                                                                                              Lodestar Meridian Pty Ltd T/as Long View Consulting Engineers
          USE IS GRANTED UNDER THE
          AGREEMENT ONLY FOR THE
                                                                                                                                                                                V              Post:     PO Box 963 Cooroy QLD 4563
                                                                                                                                                                                                                                                               DRAWN
                                                                                                                                                                                                                                                                         J.A.L.
                                                                                                                                                                                                                                                                                  CHECKED
                                                                                                                                                                                                                                                                                            F.M.
                                                                                                                                                                                                                                                                                                   APPROVED         DATE
                                                                                                                                                                                                                                                                                                                        NOV 2021
                                                                                                                                                                                                                                                                                                                                     SCALE BAR                             DRAWING SCALES
                                                                                                                                                                                                                                                                                                                                                                                             1:1
                                                                                                                                                                                                                                                                                                                                                                                                   DRAWING SIZE
                                                                                                                                                                                                                                                                                                                                                                                                    A1 ORIGINAL
                                                                                                                                                                                               ABN:      87 711 552 832
          PROJECT. THIS DRAWING SHALL
          NOT BE CONSTRUCTED UNLESS                 1   CONSTRUCTION ISSUE         C1     F.M.                                                                                                 Mobile: 0414 681 676
                                                                                                                                                                                                                                                               DESIGNED           CHECKED                           RPEQ / Cert.     PROJECT NUMBER                        DRAWING NUMBER          REVISION
          DESCRIBED AS "CONSTRUCTION                                                                                                                                                           Email:    [email protected]
          ISSUE".                                   No. DESCRIPTION                REV.   APP.                                                                                                 Internet: www.longviewconsulting.com.au                                    F.M.              F.M.                             19951                     21.101-001                           S02               C1

Document Set ID: 21714761
Version: 1, Version Date: 29/11/2021

Page 24

                                                                                                                                                                                                                                                                                                                                                                                       NOTES:
                                                                                                                                                                                                                                                                                                                                                                                     1. UNLESS NOTED OTHERWISE, ALL TIMBER SHALL BE DURABILITY
                                                                                                                                                                                                                                                                                                                                                                                        CLASS 1 OF APPROVED SPECIES AND HAVE STRESS GRADE OF F14.

                                                                                                                                                                                                                                                                                                                                                                                       2. UNLESS NOTED OTHERWISE, ALL CONSTRUCTION SHALL COMPLY WITH
                                                                                                                                                                                                                                                                                                                                                                                          THE ENVIRONMENTAL PROTECTION AGENCY'S OPERATIONAL POLICY
                                                                                                                                                                                                                                                                                                                                                                                          "BUILDING AND ENGINEERING STANDARDS FOR TIDAL WORKS".

                                                                                                                                                                                                                                                                                                                                                                                     3. ALL STAINLESS STEEL BOLTS, SCREWS, RODS, ETC. SHALL BE APPROVED
                                       LOT:            838                                                   LOT:    837                                                             LOT:    836                                                                                                                                                                                        MARINE GRADE 316.
                                                                                                                                                                                                                                                                                                                                                                                        ALL OTHER STEEL WORK, INCLUDING NUTS, BOLTS, WASHERS,




                                                                  336°00'




                                                                                                                                                                   156°00'
                                       RP:             102579                                                RP:     102579                                                          RP:     102579




                                                                                                                                                                   40.000
                                                                  40.000
                                       AREA:               m²                                                AREA:   800 m²                                                          AREA:   800 m²                                                                                                                                                                                     AND SCREWS SHALL BE HOT DIP GALVANIZED OR STAINLESS STEEL.
                                                                                                                                                                                                                                                                                                                         1500
                                                                                                                                                                                                                                                                             EXISTING                                                                                                  4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED WITH
                                                                                                                                                                                                                                                                             REVETMENT                     150           1200                                                             AN ALUMINIUM ALLOY OR STAINLESS STEEL BAND.
                                                                                                                                                                                                                                                                             WALL                          TYP.
                                                                                                                                                                                                                                                                                                                                                                                     5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE DRAWINGS.
                                                                                    9250                         1500                           9250




                                                                                                                                                                                                                                                                                        1000
                                                                                                                                                                                                                                                                                                                                                                                     6. ALL LEVELS SHOWN ARE APPROXIMATE ONLY.
                                                                                                                                                                                                                                                                                                                          B1                                                            ALL LEVELS SHALL BE CONFIRMED ON SITE BY THE BUILDER PRIOR TO
                                           21.700                                          20.000                                                                                        20.000                                                                                                                                                HANDRAIL TO DETAIL.                      CONSTRUCTION WORKS.
                                                                                                                                                                                                                                                                                                                            P1




                                                                                                                                                                                                                                                                                                                    P1
                                           246°00'                                         246°00'                                                                                       246°00'                                                                                                                                               RIGID HANDRAIL TO
                                                                                                                                                                                                                                                                                                                          J1




                                                                                                                                                                                                                                                                                        3000
                                                                                                                                                                                                                                                                                                                                               COMPLY WITH NOOSA                     7. TIDAL LEVELS REFERENCE MARITIME SAFETY QLD. PUBLISHED TIDE DATA.
                                                                                                                                                                                                                                                                                                                                               COUNCIL REGULATIONS.                     FLOOD LEVEL RECORD FROM BOM DATA.
                                                                                                                                                                                                                                                                                                                          B1                                                         8. C.O.S. DENOTES CONFIRM ON SITE.




                                                                                                                                                                                                                                                                                                                P1
                                                                                                                                                                                                                                                                                                                          B1




                                                                                                                                                                                                                                                                                                                                 P1
                                                                                                                                                                                                                                                                                10000
                                                                                                                                         7000
                                                                                                                                                                                                                                                                                                                          J1
                                                                                                                                                                                                                                                                                                                                               32mm MILLBOARD




                                                                                                                                                                                                                                                                                        3000
                                                                                                                                                                                                                                                                                                                                               COMPOSITE
                                                                                                                                                                                                                                                                                                                                               MERBAU  TIMBER
                                                                                                                                                                                                                                                                                                                          B1                   DECKING                                 JETTY LOADING CRITERIA:




                                                                                                                                                                                                                                                                                                                                 P1
                                                                                                                                                                                                                                                                                                                P1
                                                                                                                                                                                                                                                                                                                                               BY BUILDER




                                                                                                                                                                                                                                                                                                                                  B2
                                                                                                                                                                                                                                                                                                              B2
                                                                                                         1250             1250                                                                                                                                                                                                                                                         JETTY LIVE LOADS:           = 2.0 kPa




                                                                                                                                                                                                                                                                                        1500
                                                                                                                                                                                                                                                                                                        P1




                                                                                                                                                                                                                                                                                                                                        P1
                                                                                                                                                                                                                                                                                                                                                                                     MOORED VESSEL (MAX.)
                                                                                                                                                                                                                                                                                                                          J1




                                                                                                                                                                                                                                                                                        1350
                                                                                                                                                                                                                                                                                                                                                                                      LENGTH:                      = 5.0m




                                                                                                                                         1500
                                                                                                                                                                                                                                                                                                        P1




                                                                                                                                                                                                                                                                                                                                        P1
                                                                                                                                                                                                                                                                                                                          B3                                                          WEIGHT:                      = 1500 Kg.
                                                                                                                                                                                                                                                                                                                                                                                      BERTHING VELOCITY:           = 0.5m / Sec.




                                                                                                                                         1500
                                                                                                                                                                                                                                                                                                     150                 3700            150




                                                                                                                                                                                                                                                                                        150
                                                                                                                                                                                                                                                                                                JETTY FRAMING PLAN
                                                                                                                                                                                                                                                                                                1:100
                                                                                 8000                            4000                              8000

                                                                                                                                                                                                                                                                                                                                                                                       FRAMING SCHEDULE
                                                                                                                                                                                                                                                                                                                                                                                       PIERS:
                                                                                                                                                                                                                                                                                                                                                                                       P1 - 200Ø HWD. PIER, H6 TREATED.
                                                                                                     JETTY SITE PLAN                                                                                                                                                                                                                                                                      - WHERE  H5 TREATED
                                                                                                                                                                                                                                                                                                                                                                                            200Ø HWD.           ONLY, SLEEVE
                                                                                                                                                                                                                                                                                                                                                                                                      PIER, H6 TREATED.      PILE WITH
                                                                                                                                                                                                                                                                                                                                                                                                                        (TERMINATE     PVC
                                                                                                                                                                                                                                                                                                                                                                                                                                    PIER 600 ABOVE JETTY DECK)
                                                                                                     1:100
                                                                                                                                                                                                                                                                                                                                                                                       BEAMS:
                                                                                                                     N                                                                                                                                                                                                                                                                 B1 - 150 x 75 F14 HWD. BEARER, H6 TREATED.
                                                                                                                                                                                                                                                                                                                                                                                       B2 - 175 x 75 F14 HWD. BEARER, H6 TREATED.
                                                                                                                                                                                                                                                                                                                                                                                       B3 - 250 x 75 F14 HWD. BEARER, H6 TREATED.

                                                                                                                                                                                                                                                                                                                                                                                       JOISTS:
                                                                                                                                                                                                                                                                                                                                                                                        J1 - 150 x 75 F14 HWD. JOISTS AT 450 CRS, H6 TREATED.

                                                                                                                                                                                                                                                                                                                                                                                       ALL EXPOSED TIMBER SHALL BE H6 TREATED.
                                                                                                                                                                                                                                                                                                                                                            DO NOT FIX JETTY
                                                                                                                                                                                                                      HANDRAIL TO DETAIL.
                                                                                                                                                                                                                                                                                                                                                            TO EXISTING
                                                                                                                                                                                                                      RIGID HANDRAIL TO                                                                                    TOP OF WALL
                                                                                                                                                                                                                                                                                                                                                            REVETMENT WALL
                                                                                                                                                                                                                      COMPLY WITH NOOSA                                                                                    RL 1.0m AHD
                                                                                                                                                                                                                      COUNCIL REGULATIONS.




                                                                                                                                                 DECK
                                                                                                                                                 RL 1.00m H.A.T.
                                                                                                                                                 RL 0.44m AHD
                                                                                                                                                                                                          P1
                                                                                                                                                                                P1




                                                                                                                                                                                               P1




                                                                                                                                                                                                                                               P1




                                                                                                                                                                                                                                                                                                P1
                                                                                                                                                                                                                                                                                                                               EXISTING
                                                                                                                                                                                                                                                                                                                               REVETMENT WALL




                                                                                                                                                                                                                                                                                                                                                                                                           P2




                                                                                                                                                                                                                                                                                                                                                                                                                                                P2
                                                                                                                                                                                                                                                                                                                               STONE PITCHING




                                                                                                                                                             SEABED                                                                                                                                                                                                                       SEABED
                                                                                                                                                                         TYP.




                                                                                                                                                                                                                                                                                                                                                                                                    TYP.
                                                                                                                                                                         3000




                                                                                                                                                                                                                                                                                                                                                                                                    3000
                                                                                                                                                                                                               JETTY SIDE ELEVATION                                                                                                                                                                        JETTY RIVER ELEVATION
                                                       CONSTRUCTION                                                                                                                                            1:50                                                                                                                                                                                        1:50
          © THIS DRAWING IS PROTECTED                                                                                   ASSOCIATED CONSULTANTS                                                                                                                                                 PROJECT                                                                                  DRAWING TITLE
          UNDER COPYRIGHT IN
          ACCORDANCE WITH
          AGREEMENT BETWEEN
          LODESTAR MERIDIAN PTY LTD
                                                                                                                                                                                                                      Long View                                                                 PROPOSED JETTY
                                                                                                                                                                                                                                                                                                26 THE PROMONTORY, NOOSAVILLE 4566
                                                                                                                                                                                                                                                                                                                                                                                          SITE PLAN, FRAMING PLAN, ELEVATIONS
          T/AS LONG VIEW CONSULTING
                                                                                                                                                                                                      L               Consulting Engineers
                                           REVISIONS




          ENGINEERS AND THE CLIENT AS
          NAMED HEREIN. EXCLUSIVE                                                                                                                                                                                     Lodestar Meridian Pty Ltd T/as Long View Consulting Engineers
          USE IS GRANTED UNDER THE
          AGREEMENT ONLY FOR THE
                                                                                                                                                                                                      V               Post:     PO Box 963 Cooroy QLD 4563
                                                                                                                                                                                                                                                                                               DRAWN
                                                                                                                                                                                                                                                                                                           J.A.L.
                                                                                                                                                                                                                                                                                                                     CHECKED
                                                                                                                                                                                                                                                                                                                                 F.M.
                                                                                                                                                                                                                                                                                                                                        APPROVED                      DATE
                                                                                                                                                                                                                                                                                                                                                                          NOV 2021
                                                                                                                                                                                                                                                                                                                                                                                        SCALE BAR                              DRAWING SCALES
                                                                                                                                                                                                                                                                                                                                                                                                                                            1:100, 1:50
                                                                                                                                                                                                                                                                                                                                                                                                                                                           DRAWING SIZE
                                                                                                                                                                                                                                                                                                                                                                                                                                                            A1 ORIGINAL
                                                                                                                                                                                                                      ABN:      87 711 552 832
          PROJECT. THIS DRAWING SHALL
          NOT BE CONSTRUCTED UNLESS                     1   CONSTRUCTION ISSUE                  C1       F.M.                                                                                                         Mobile: 0414 681 676
                                                                                                                                                                                                                                                                                               DESIGNED              CHECKED                                          RPEQ / Cert.      PROJECT NUMBER                         DRAWING NUMBER              REVISION
          DESCRIBED AS "CONSTRUCTION                                                                                                                                                                                  Email:    [email protected]
          ISSUE".                                       No. DESCRIPTION                         REV.     APP.                                                                                                         Internet: www.longviewconsulting.com.au                                               F.M.                 F.M.                                          19951                        21.101-001                               S03              C1

Document Set ID: 21714761
Version: 1, Version Date: 29/11/2021

Page 25

                                                                                                                                                                                                                                       32mm MILLBOARD                                                                           32mm MILLBOARD                                           32mm MILLBOARD                                                        32mm MILLBOARD
                          KICK BOARD                                   1-M16 BOLT S.S.                        KICK BOARD             32mm MILLBOARD
                                                                                                                                     MERBAU                      KICK BOARD           32mm MILLBOARD
                                                                                                                                                                                      MERBAU                                           COMPOSITE
                                                                                                                                                                                                                                       MERBAU                                                                                   COMPOSITE
                                                                                                                                                                                                                                                                                                                                MERBAU                                                   COMPOSITE
                                                                                                                                                                                                                                                                                                                                                                                         MERBAU                                                                COMPOSITE
                                                                                                                                                                                                                                                                                                                                                                                                                                                               MERBAU
                          BY BUILDER                                   J1 TO P1                               BY BUILDER             COMPOSITE
                                                                                                                                     TIMBER                      BY BUILDER           COMPOSITE
                                                                                                                                                                                      TIMBER                                           TIMBER                                                                                   TIMBER                                                   TIMBER                                                                TIMBER
                                                                       TYPICAL.                                                      DECKING                                          DECKING                                          DECKING                                                                                  DECKING                                                  DECKING                                                               DECKING
                                MIN.
                                100




                                                                                                                                                                                       J1                                  J1                                          J1                                           J1                                  J1                                          J1                                                   J1




                                                                                                     B1
                                       J1




                                                                                                                                                                                                                                                                                                                          80
                                                                            B1                                                  1-M16 BOLT S.S.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                              TJ
                                   25                                                                                                                                      1-M16 BOLT S.S.                                                                                                                               MIN.                1-M16 BOLT S.S.                                         1-M16 BOLT S.S.




                                                                                                                                                                                                                           B1
                                 RECESS                                                                                         B1 TO P1                              B1                                                                                         NOTCH J1 ENDS                                                                                                                                                    150 x 150 x 10 EA BRACKET S.S.
                                                                                                                                                                           J1 TO B1                                                                                                                                                          J1 TO B1                                                J1 TO B1
                                                                                                    25                          TYPICAL.                                                                         25                                              1-M16 BOLT S.S.                                                                                                                                                  2-M12 BOLTS S.S. TO J1
                                                                                                                                                                           TYPICAL.                                                                                                                                                          PER J1 CONNECTION                                       TYPICAL.




                                                                                                                                                                                                                                                                                                                                 B1




                                                                                                                                                                                                                                                                                                                                                                                       B1
                                                                                                                                                       80                                                                                                        PER J1 TO P1                                                                                                                                                     2-M12 BOLTS S.S. TO TJ
                                                                                                  RECESS                                              MIN.                                                     RECESS                                                                                                                        TYPICAL.
                                                                                                                                                                                                                                                                 TYPICAL.                                                                                                                                                         PER J1 TO TJ CONNECTION
                                                                       1-M16 BOLT S.S.
                                                                                                                                                                                                                                                                 JOIST J1(A) SHALL                                                                                                                                                TYPICAL.
                                                                       B1 TO P1
                                                                                                                                                                                                                                                                 BEAR ON J1(B)
                                                         P1




                                                                                                                    P1




                                                                                                                                                                                                                                             P1
                                                                       TYPICAL.




                             JOIST & BEAM TO PILE                                                           BEAM TO PILE                                      JOIST TO BEAM                                 EXTERNAL JOIST LAP                                                                               INTERNAL JOIST LAP                                                INTERNAL JOIST TO BEAM                               JOIST TO TRIMMER JOIST
                             TYPICAL DETAIL                                                                 TYPICAL DETAIL                                    TYPICAL DETAIL                                TYPICAL DETAIL                                                                                   TYPICAL DETAIL                                                    TYPICAL DETAIL                                       TYPICAL DETAIL
                              1:10                                                                          1:10                                               1:10                                         1:10                                                                                             1:10                                                              1:10                                                 1:10




                                                                                                                                                                                                                                                                                                                                                                                                                                                               10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 M
                                                                                                                                                                                                                                                                                                                                                                                                                                                                    IN
                                                                                                                                                                                                                                                                                                                                                                                                                                                        J1
                                                                                                                                                                                                                                                                                                                                                                                                                         1-M16 BOLT S.S.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          1-M16 BOLT S.S.
                                                                                                                                                                                                                                                                                                                                                                                                                             B1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                         B2
                                                                                                                                                      1-M16 BOLT S.S.
                                                                                                                           J1                         J1 TO B1
                                                                                                                                                                                                                          CL                                                                                CL
                                                                                                                                                      TYPICAL.
                                                                                                                                                                                                                                                     2000 MAX.
                                                                                         NOTCH OUT MIN. 25mm                                                                   6 SEAL PLATE                                                        POST SPACING
                                                                                                                                                                                                                                                                                                                                                                       CL
                                                                                         DEEP SEAT AT BEARER                                                                   CFW TO HAND RAIL
                                                                                         & JOIST CONNECTIONS.                                                                  EACH END                                                          100x50x3 BOX ON FLAT
                                                                                         TYP.                                                                                                                                                                                                                                                                                                                                          B2 BEAM TO PILE
                                                                                                                                                                                                       150                                                                                                                                                                                                                             TYPICAL DETAIL
                                                                                                                                                                                                                                                                                                                                                                                                                                       1:10
                                                                                 J1

                                                                                                                                                   1-M16 BOLT S.S.


                                                                                                                                                                                               900
                                                                                                                                                   B1 TO P1




                                                                                                                                                                                                            75x75x5 BOX




                                                                                                                                                                                                                                                                                              75x75x5 BOX




                                                                                                                                                                                                                                                                                                                                                         75x75x5 BOX
                                                                                                                                                   TYPICAL.
                                                                                                                                     P1




                                            J1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                         1-M16 BOLT S.S.
                                                                                         B1
                1-M16 BOLT S.S.
                J1 TO P1




                                                                                                                                                                                                                                                                                                                                                                                                                                              100 MIN
                TYPICAL.
                                                                                                                                                                                               175




                                                                                                                                                                                                                                                                                                                                                                                                                                                                         B2
                                                                                                                                                                                                                                                     J1
                                                                                                                                                                                                                                                                                                                                                                            2-M12 S.S. BOLTS




                                                                                                                                                                                                                                                                                                                                                   J1
                                                                                                                                                                                             6 BASE PLATE                             2-M12 S.S. BOLTS                                                                                                                      WITH OVERSIZED WASHERS
                                                                                                                                                                                             CFW TO BOX                               WITH OVERSIZED WASHERS




                                                                                                                                                                                                                                                                                                                                                                                                                                                        J1
                                                                                                                                                                                                                                                                                                                                                                            TO JOIST
                                                                                                                                                                                             PROVIDE 10Ø                              TO JOIST
                                                                                                                                                                                             WEEPHOLE
                                                                  P1




                                                                                                                                                                                                                                                                                                                                                                                                                                           J1 JOIST TO B2 BEAM
                                                                                                                                                                                                                               ALUMINUM HANDRAIL                                                                                          ALUMINUM HANDRAIL
                                                                                                                                                                                                                                                                                                                                                                                                                                           TYPICAL DETAIL
                                                                                                                                                                                                                               TYPICAL ELEVATION                                                                                          TYPICAL SECTION                                                                                  1:10
                                                                                                                                                                                                                               1:10                                                                                                       1:10

                                                                                                                                                                                                                                 HANDRAIL TO BE A FULLY
                                                                                                                                                                                                                                 WELDED ALUMINUM FRAME.
                                                                                                                                                                                                                                 BUTT JOINTS & CFW ALL
                                                          PILE TO BEAM TO JOIST - TYPICAL VIEW                                                                                                                                   ROUND.
                                                          1:10



                                                         CONSTRUCTION
          © THIS DRAWING IS PROTECTED                                                                                     ASSOCIATED CONSULTANTS                                                                                                                                                                 PROJECT                                                                                     DRAWING TITLE
          UNDER COPYRIGHT IN
          ACCORDANCE WITH
          AGREEMENT BETWEEN
          LODESTAR MERIDIAN PTY LTD
                                                                                                                                                                                                                                        Long View                                                                   PROPOSED JETTY
                                                                                                                                                                                                                                                                                                                    26 THE PROMONTORY, NOOSAVILLE 4566
                                                                                                                                                                                                                                                                                                                                                                                                              JETTY FRAMING DETAILS - SHEET 1
          T/AS LONG VIEW CONSULTING
                                                                                                                                                                                                      L                                 Consulting Engineers
                                             REVISIONS




          ENGINEERS AND THE CLIENT AS
          NAMED HEREIN. EXCLUSIVE                                                                                                                                                                                                       Lodestar Meridian Pty Ltd T/as Long View Consulting Engineers
          USE IS GRANTED UNDER THE
          AGREEMENT ONLY FOR THE
                                                                                                                                                                                                      V                                 Post:     PO Box 963 Cooroy QLD 4563
                                                                                                                                                                                                                                                                                                                 DRAWN
                                                                                                                                                                                                                                                                                                                            J.A.L.
                                                                                                                                                                                                                                                                                                                                       CHECKED
                                                                                                                                                                                                                                                                                                                                                 F.M.
                                                                                                                                                                                                                                                                                                                                                           APPROVED                         DATE
                                                                                                                                                                                                                                                                                                                                                                                                NOV 2021
                                                                                                                                                                                                                                                                                                                                                                                                             SCALE BAR                                       DRAWING SCALES
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   1:10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          DRAWING SIZE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           A1 ORIGINAL
                                                                                                                                                                                                                                        ABN:      87 711 552 832
          PROJECT. THIS DRAWING SHALL
          NOT BE CONSTRUCTED UNLESS                      1    CONSTRUCTION ISSUE                     C1            F.M.                                                                                                                 Mobile: 0414 681 676
                                                                                                                                                                                                                                                                                                                 DESIGNED              CHECKED                                              RPEQ / Cert.     PROJECT NUMBER                                  DRAWING NUMBER               REVISION
          DESCRIBED AS "CONSTRUCTION                                                                                                                                                                                                    Email:    [email protected]
          ISSUE".                                        No. DESCRIPTION                             REV.          APP.                                                                                                                 Internet: www.longviewconsulting.com.au                                                 F.M.             F.M.                                                19951                     21.101-001                                      S04                   C1

Document Set ID: 21714761
Version: 1, Version Date: 29/11/2021

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