09/0134 - Response to Information Request [As Published] · 142009.134

Page 2

i Locked Bag 72 7? 07 5475 7272
| Su nsh | ne Coa st Sunshine Coast Mail Centre © 07 475 7277

Qld 4560 > [email protected]
ABN 37 876 973 913 *.? www.sunshinecoast.qld.gov.au
Officer: Jack Lewis

Direct Telephone: 5449 5183
Response Address: PO Box 141, Tewantin QLD 4565

Email: [email protected]
Our Reference: 2009/134
Your Reference:

14 April 2009

Pontoons By Design
CARE Pontoons By Design
16 Avian Street

KUNDA PARK QLD 4556

Dear Madam

information Request
Integrated Planning Act 1997

| refer to your application and wish to advise that we require further information to satisfactorily
assess the proposal. Please provide 4 copies of all information to be supplied, including an A3 set of
plans and a CD copy.
1 APPLICATI

 

DETAILS ~

   

 

penn mn a cee aN er henenecremamemccatie cattante miata Aarne eee AE aw te

 

 

 

Application No: 2009/134
Proposal: 09/0134 Prescribed Tidal Works - Transport Type 5 (Jetty)
Street address: 3 Dolphin Crescent NOOSAVILLE _
Real property description: LOT: 69 N: 10572
Noosa Plan
2 INFORMATION REQUIRED _ cones one
The information requested is set out below: J

1. Please provide Certification from a Registered Professional Civil Engineer that states that the
proposed works can achieve compliance with all of the relevant sections of the Coastal
Protection and Management Regulation 2003.

2. Please revise the site plan shown on drawing number 477-01 prepared by AAA Design and
Development to indicate the correct boundary dimensions and bearings.

3. Please provide comment from the design engineer of the possible impacts that the proposed
structures may have on the performance of the existing adjacent stormwater outlet.

 

4. Please revise the submitted drawings to indicate a minimum 3 metres setbacks from the
prolongation of the property boundaries as described in section 1.1 of Council’s Planning
Scheme Policy 4 - Domestic Marine Uses Outside of Noosa Waters Estate.

5. Please revise the submitted drawings to indicate a maximum width of 1.5 metres for the initial
timber section of the walkway as described in section 1.7 of Council’s Planning Scheme Policy
4 — Domestic Marine Uses Outside of Noosa Waters Estate.

Caloundra Office Maroochydore Office Nambour Office Tewantin Office

1 Omrah Avenue 11-13 Ocean Street Cnr Currie and Bury Streets 9 Pelican Street

Caloundra Qld 4551 Maroochydore Qld 4558 Nambour Qld 4560 Tewantin Qld 4565
07 5420 8200 . 07 5475 8501 ¥ O7 5475 8501 * OF 5449 5200

07 5420 8900 © 07 5441 8338 * 07 5441 8338 “OF 5447 1062

Page 3

AAA DESIGN & DEVELOPMENT PTY LTD
ABN 33 109 041 287

111 Duporth Ave.

Maroochydore 4558

Tel: (07) 54080105

Fax: (07)54511823

Mobile: 0422039247

Email: [email protected]

Mail: PO Box 1822 Sunshine Plaza, QLD 4558

 

May 7°, 2009

Re: Application Details

Application No: 2009/134

Proposal: 09/0134 Prescribed Tidal Works — Transport Type 5 (Jetty)
Street Address: 3 Dolphin Crescent, Noosaville

Real Property Description: Lot 69 N:10572

Planning Scheme: Noosa Plan

Comment:

No part of the proposed jetty structure will interfere with the existing adjacent stormwater
outlet performance.

Yours truly,

 

David Lesmes
BE Civil, MIEAust RPEQ

Page 4

| Building Act 1 6 ea cdatAnede heal Er F

   

   

  
 

or

ain

 

     

~ Compliance Certificate for building Design or 1 5

Specification

 

NOTE

A Compliance Certificate states building work complies with the building assessment provisions.

To be used for all classes of building and structures to certify a material, system, method of
building or building element complies with the BCA or a provision of the QDC.

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 QDC. A building certifier (Class B) can
not give a certificate regarding QDC boundary clearance and site cover provisions.

 

1. Property description

This section need only be completed if
details of street address and property
description are applicable.

EG. In the case of (standardigeneric)
pool design/shell manufacture and/or
patio and carport systems this section
may not be applicable.

The description must ently all land the
subject of the application. ., .
The fot & plan details. (eg. SP / RP) are
shown on title documents or a rates notice.

If the plan is not registered by title, provide
previous fot and plan details. "

2. Description of components certified
Clearly describe the extent of work covered by
this certificate. ‘s

Street address fnclude no., street, suburb / locality & postcode)
3 Dolphin Crescent

 

 

Noosaville , Queensland ’ Postcode 4566

 

Lot & plan details (attach list if necessary)
Lot 69 on RP N10572

In which local government area is the land situated?
Sunshine Coast regional Council

 

 

 

 

 

 

 

Concrete Piles
Timber Deck
Pontoons

 

 

 

 

 

 

 

 

 

 

3. Basis of certification
Detail the basis for giving the certificate and the
extent to, which tests, specifications, rules,
standards, codes of practice and other
publications, were relied upon.

, AS1684 Timber Frame Construction

 

 

 

AS4100 Steel Structures

AS2159 Piling Design and Installation
AS3962 Guidelines for Design of Marinas
Coastal Protection and Management Regulations 2003

 

 

 

 

 

 

 

LOCAL GOVERNMENT USE ONLY

 

Date received

 

 

Approved form 15

Reference Numberis Version 1, 08/06

 

 

 

 

 

Page 5

Form 15 continued

 

4, Reference documentation
Clearly identify any relevant documentation,
.g, numbered structural engineering plans,

AAA Engineering Dwg No. 477-(01 A, 02 & 03)

 

 

5, Building certifier reference number

Building certifier reference number

 

 

 

6. Competent person details

A competent person for building work, means a
person who is assessed by the building certifier
for the work as competent to practise in an
aspect of the building and specification design,
of the building work because of the individual's
skill, experience and qualifications in the
aspect. The competent person must also be
registered or licensed under a law apptying i in
the State to practice the aspect.

If no relevant law requires the individual to be
licensed or registered ‘to be able to give the
help, the certifier must assess the individual as

having appropriate experience, qualifications or

skills to be able to give the help. “

If the chief executive issues any guidelines for
assessing a competent person, the building
certifier must use the guidelines when
assessing the person.

__ { (07)64080105
* Email address

Name (in full
Jose David Lesmes

 

Company name (if applicable)

Contact person

 

AAA Design and development consultants Pty Ltd

 

David Lesmes

 

 

Phone no. business hours Mobile no.

Fax no.

 

0422039247

 

 

(07)54511823

_]

 

 

[email protected]

 

Postal address

 

PO BOX 1822

 

Sunshine Plaza

Postcode4558

 

Licence or registration number (if applicable)

 

 

RPEQ 7198

 

 

7. Signature of competent person
This certificate must be signed by the individual

assessed by the building certifier as competent. | ,

 

-: Lertify that the itern/s described above, if installed or carried out under the certificate, including any

referenced annem will comply with the Building Act 1975,

Signature ,, i

Date

 

 

 

 

+7 CS OF

 

 

pees

 

 

 

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i ; No. | By Description Date John McDermott APPROVED, .
AAA Design & Development Pty Ltd A DB Dimensions and Bearings 07.05.09 3 DOLPHIN CRESCENT, { SITE LAYOUT

111 Duporth Avenue, Maroochydore

 

 

 

 

 

 

 

 

 

 

 

 

 

NOOSAVILLE, QLD 4566

 

  

 

  

 

 

Project number M047-01
Tel: (07)54511823 LOT 69; RP N10572 ,
Fax:(07)54511823 SUNSHINE COAST REGIONAL COUNCIL rte uals Date 07/05/2009 477-01 A
email:[email protected] rorzontenwtetasn, LOR by DR
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AAA Design & Development Pty Ltd No.

111 Duporth Avenue, Maroochydore

Tel: (07)54511823

Fax:(07)54511823
email:[email protected]

Description

Date

 

 

 

 

 

 

 

 

 

 

 

 

 

John McDermott

3 DOLPHIN CRESCENT,

NOOSAVILLE, QLD 4566

LOT 69; RP N10572

SUNSHINE COAST REGIONAL COUNCIL

PROPOSED PONTOON

 

 

Project number M047-01

. | Drawn by D.R
Checked by DL

 

PONTOON DETAILS

 

477-02

Date 03/02/2009

 

 

Scale @ A3 1:50

 

 

 

 

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i

 

 

 

Page 8

 

NOTES

Design Wind Velocity 49m/s

Berthing Velocity and Hydraulic Loadings 0.75m/s
Maximum Vessel Length - 5.0m

Maximum Vessel! Mass - 1.5 Tonne

Maximum Deck Beam 2.4m.

The pontoon is stable at all times. When a
specified live load of 3.0 KPa is distributed over
half the width of the pontoon and over the
walkway, there shall be no less than 75mm of
reserve buoyancy and the bottom comer shall
note emerge from the water with a maximum
angle of tilt 15 . The pontoon walkway is

designed to bear a minimum distance of 500mm
from the edge of the pontoon.

All work shall be carried out in accordance with
the relevant Australian Standards.

Concrete

All Concrete work shall comply with ASS600
Exposure Classification "C"

Minimum Concrete Strength - 50MPa at 80 slump.
Poured, compacted and cured in accordance

with the Australian Standard.

30mm minimum cover to all reinforcement

with uPVC cover (i.e. piles)

Aluminium

All Aluminium shalt be in accordance with AS1664
Aluminium shall be grade 6061T6

All welds shall be 4mm fillet welds using
Alloy5356 filler.

Provide 2 layers of alcor between aluminium

and concrete surfaces.

Provide 2 coats of zinc chromate between
stainless steel and aluminium surfaces.

Flotation Units

All units shall be solid polystyrene SL grade
coated with 3mm polyrethane

Polyurethane Coating

Shall be ICI instathane 300 applied to ICI spec. The
marine protective impact resistance polyrethene
wrapping is designed to form an impervious barrier
to water and marine organisms. It is suitable for a
marine environment.

COLOR

Biue-Grey Carpet and silver frame

DESIGN CERTIFICATION

 

a) The works will be structurally adequate for

anticipated usage, and

b) The works will comply with all relevant codes -
including the EPA's operational policy, Building
and engineering standards for tidal works.

6/N16Full length

(40 cover) NY

R6 @ 300 crs———_

gy MHWS RL 2.2m

= |

1200

2
°
6

|

200

 

 

O
==)

 

1600
2000

Bt
B1

200

 

 

 

 

 

EXISTING REVETMENT W.

2000

 

 

 

 

 

 

 

Humes UPvc 300 &

Mass concrete to
base of pile

 

 

T
T

 

 

 

BEAM SCHEDULE |

 

B1

BEARER 150x50 HYNE UNS F14 HWD; or

130x65 HYNEBEAM 17C

 

6000 MAX

J4

 

 

DECK JOISTS 90x45 MGP12 @ 450mm CTRS; or
100x50 HYNE UNS F14 HWD

@ 450mm CTRS

 

 

 

:
|

Until most resistance is found.

 

 

 

 

bo

TYPICAL RETAINING PILE
ELEVATION

é

. I
STARTER DECK FLOOR
LAYOUT

SCALE 1:50 |

|

 

 

 

 

Description Date

John McDermott

 

AAA Design & Development Pty Ltd No.

3 DOLPHIN CRESCENT,

 

111 Duporth Avenue, Maroochydore

NOOSAVILLE, QLD 4566

 

Tel: (07)54511823

LOT 69; RP N10572

 

 

Fax:(07)54511823

 

email:[email protected]

 

Pty Lid

 

 

 

 

 

 

SUNSHINE COAST REGIONAL COUNCIL
PROPOSED PONTOON

 

Project number M047-01

Date 11/02/2009

M145 Drawn by D.R

 

 

477-03

 

For & on detail of AAA,
Dexign & Development Consuting,

 

 

 

 

Scale @ A3 1:100

 

 

Checked by DL

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