10/0662 - Operational Works [As Published] · 142010.662

Page 2

 

~~ Senior Engineering Officer
OPERATIONAL WORKS ASSESSMENT

JADA TAWRKS\WRKCACHE\N1879404\C0729 1 5LNPM251645.DocVersion
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January

201 0/662

2010

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| Ctore
‘Annie Evans . mS
«» From: Annie Evans / /S Creal JSA-

Sent: Tuesday, 4 May 2010 4:18 PM
To: ‘Sarah Kerry’
Subject: RE: 2009/1689 13 Grant Street Noosa Heads

 

Hi Sarah -

SPA forms 1 and 6 are required and it is helpful if you can also complete the Operational Work Checklist 4.
Based on the plans provided the application fees are as follows:

 

 

 

 

 

 

 

 

 

Plan Exam 761
Sediment & Erosion Control 127
Landscaping - 1195
Inspections . , 523
$2606

Regards

. Annie Evans
Administration Support Officer
Operational Works Assessment
07 5449 5261
[email protected]!id.gov.au

 

From: Sarah Kerry {mailto:[email protected]}
Sent: Tuesday, 4 May 2010 10:45 AM
To: Annie Evans a

_ Subject: FW: 2009/1689 13 Grant Street Noosa Heads

Good morning Annie.

| sent this email through on Thursday. Just wondering if you could send through the information requested
as soon as possible. :

__ Kind Regards,
Sarah Kerry

   
  

Applied Building Approvals

PO Box 5003

‘VICTORIA POINT QLD 4165 : .

(P) 07 3820 7848 ‘
(F) 07 3820 7441

[email protected]

 

From: Sarah Kerry [mailto:[email protected]}

4/05/2010

Page 4

Page2of2

Sent: Thursday, 29 April 2010 9:48 AM
To: '[email protected]'
Subject: 2009/1689 13 Grant Street Noosa Heads

Please find attached the plans as discussed.
Can you please let me know what fees are involved and what forms are required?

Kind Regards,
Sarah Kerry

Applied Building Approvals

PO Box 5003

VICTORIA POINT QLD 4165

(P) 07 3820 7848 , e
(F) 07 3820 7441

[email protected]

4/05/2010

Page 5

é

Pi

ICU 209/689

 

You should contact the Cultural Heritage Co-ordination Unit on 07 3238 3838 to discuss any
obligations under the ACH Act.

[x * PROPERTY.NOTES. ;
Not applicable. :

 

     

 

 

 

 

        

 

 

 

| Type of Developmen d-: “| *Subjectiof the requiréd. Development. Permit— .
: Exam {a .
Operational Works Access and/or Carparking . ote
Stormwater Drainage Fol
Frontage Works ~ las |
Landscaping plas
Erosion & Sediment Control 127 ~
Building Works All building works

 

 

 

 

[ace SELF ASSESSABLE CODE

     

The developer must comply. with the following codes for self-assessable development related to the
development approved under this Decision Notice:

Not applicable.
Not applicable.

I REASONS: GROUNDS FOR. APPROVAL. DESPITE -CONELICT: WITH: SCHEME:
Not applicable. ,

\14 SN ERIGHTS. OF’ ‘APPEA 3

 

 

 

   

 

   

 

You are entitled to appeal against this decision. A copy of the relevant appeal provisions from the
Integrated Planning Act 1997 is attached.

During the appeal period, you as the applicant may make written representations to Council about .
the conditions contained within the development approval. If Council agrees or part agrees with the
representations, a “negotiated decision notice” will be issued. Only one “negotiated decision notice” . ”
may be given. Taking this step will defer your appeal period, which will continue after Council makes

its decision. (Refer to sections 3.5.17 and 3.5.18 of the /ntegrated Planning Act 1997). .

{15%: (OTHER DETAILS.

 

   

Should you wish to obtain more information about Council's decision electronic copies are available
on line at www.sunshinecoast.qld.gov.au, or at Council Offices.

Yours faithfully,

Denis Wallace
Senior Development Planner

Page 9 of 11

Page 6

APPLIED BUILDING APPROVALS

PO BOX 5003

VICTORIA POINT Q 4165
Ph: 07 3820 7848

Fax: 07 3820 7441
A.B.N.82 583 226 551

Email: [email protected]. au

 

Our Reference: 10/4016

Sunshine Coast Regional Council
Tewantin Office (Noosa)

PO Box 141

TEWANTIN QLD 4565

10 May 2010

Dear Madam/Sir
PROPOSED TWO STOREY DUPLEX OPERATIONAL WORKS PERMIT AT 13 GRANT STREET
NOOSA HEADS
Please find attached the following information for an Operational Works Permit:
Application Details - IDAS Form 1.
- Building or operational work assessable against a planning scheme - IDAS Form 6.
- Soft Landscaping Specification.

Martoo Consulting Pty Ltd - Decision Notice for the Development Application for
Material Change of Use of Premise for Multiple Housing.

Sunshine Coast Regional Council Decision Notice for the Development Permit
Foundation Design Report.
Erosion & Sediment Control Plan

Detailed Landscaping Plan; and

Site plan

Floor Plan

Elevations

Sections

Framing Plan , REGEIVED
- Roof Framing Plan 4 thay 2010

- Bracing Plan

 

 

Page 7

é

 

APPLIED BUILDING APPROVALS

PO BOX 5003

VICTORIA POINT Q 4165
Ph: 07 3820 7848

Fax: 07 3820 7441
A.B.N.82 583 226 554

Email: [email protected]
Our Reference: 10/4016

Driveways; and

Schedules.

| am lodging the above information in hopes of obtaining an Operational Works Permit
for 13 Grant Street Noosa Heads for the Proposed Duplexes.

If you have any questions re

garding this application, please don’t hesitate to contact the
office and quote 10/4016.

Kind regards

Sarah Kerry
Applied Building Approvals

 

 

 

eo

Page 8

 

 

 

 

 

 

 

 

Integrated|Development'Assessment’System form i

 

 

 

 

e

Ly
ae

 

7a |

 

Application Details - IDAS form 1

(Sustainable Planning Act 2009 version 1.0 effective 18 December 2009)

You MUST complete ALL questions unless the form indicates otherwise. Incomplete forms or forms without all
necessary information and documentation will result in your application not being a properly made application.

For all development applications, you must:

* complete this form (Application details - IDAS form 1)

. complete any other forms relevant to your application

° provide any mandatory supporting information identified on the forms as being required to accompany your

application.

All terms used on this form have the meaning given in the Sustainable Planning Act 2009 or the Sustainable

Planning Regulation 2009.

 

Applicant details (note: the applicant is the person résponsible for making the application and need not be the
wner of the land. The applicant is responsible for ensuring the information provided on all IDAS application forms is
orrect. Any development permit or preliminary approval that may be issued as a consequence of this application will

be issued to the applicant.)

 

Please note: If there is more than one applicant, provide additional applicant details by clicking the "Add another

applicant” button below.

Namels (individual or company name in full)
For companies, contact name
Postal address
Contact phone number
Mobile number (non-mandatory)
ee number (non-mandatory)

e-mail address (non-mandatory)

 

Applied Building Approvals

 

 

Sarah Kerry

 

 

PO Box 5003 Victoria Point 4165

 

 

3820 7848

 

 

 

 

3820 7441

 

 

[email protected]

 

 

 

 

 

41. What is the nature of development proposed? (tick all applicable boxes)

 

 

material change of use of premises
building work

operational work

OWOO

reconfiguring a lot

 

 

Department of,Infrastructure and Planning

 

 

 

En
ern Qa

 

Page 9

ooo

'&, What ly pe of approval is being sought? . ot a

 

 

 

 

 

(K]) development permit
(1 preliminary approval
(1 both - provide details below

 

 

 

3. Is the application for a mobile and temporary environmentally relevant activity (ERA)?

 

 

{J No

[] Yes - complete table A and then go to question 5

 

4, Location of the premises (complete table B and/or table C as applicable. Identify each lot in a separate row) ;

 

 

Table B - street address/lot for the premises or street address/lot on plan for the land adjoining or adjacent to the

 

 

 

premises =
3
e Street Address rene nan I
P Local government area
Unit | Street Street name and official Post Lot No Plan type (e.g. Logan, Cairns)
No. | No. suburb/locality name code ‘| and plan no.
4 13 Grant Street Noosa Heads 4567 |13 SP 179879 | Sunshine Coast ——

 

 

 

 

 

 

 

 

 

[xX] Street address / lot on plan

oO Street address / lot on plan for the land adjoining or adjacent to the premises (appropriate for development in
water e.g. jetty, pontoon)

Table C - premises coordinates (appropriate for development in remote areas, over part of a lot or in water e.g.

channel dredging in Moreton Bay) 3

 

 

 

 

Coordinates (note: place each set of
coordinates in a separate row) Zone Datum Local government
Easting Northing | Latitude | Longitude reference area (If applicable)
CJ Gpa94
@ ' C] wese4
(J other

 

 

 

 

 

 

 

 

 

 

5. Total area of the premises on which the development is proposed (indicate héctares or-m*)
672m2
6. Current use/s of the premises (e.g. vacant land, house, apartment building, cane farm; etc.)

 

 

 

 

 

1 |Vacant Land

 

 

 

 

7. Provide a brief description of the proposal (e.g. six unit apartment building, 30 lot residential subdivision etc.)

 

2 Storey Duplex

 

 

 

 

Application Details - IDAS form 7
Version 1.0 18 December 2009

Page 10

oon

 

& is owher's consent required for this application? (refer to notes at the end of this form for more information)

 

 

 

[] No
—X] Yes - complete either table D, table E or table F as applicable

 

Table D (note: do not complete this table if lodging the application on-line using Smart eDA)

 

 

Name of owner/s of the land

 

We, the above-mentioned owner/s of the land, consent to the making of this application.

 

Signature of owner/s of the land

 

 

Date

 

 

Table E

 

 

@rame of owner/s of the land

 

 

{"] The owner's written consent is attached or will be provided separately to the assessment manager

 

Table F

 

 

 

Name of owner/s of the land [Nikola Tokovic

 

Xi By making this application, |, the applicant, declare that the owner has given written consent to the making of
the application.

 

 

9. Does the application involve a state resource? (e.g. the application involves state land, or taking quarry
materials. Refer to the notes at the end of this form for more information)

 

 

—X] No L]Yes - complete table G

 

@;, Identify if any of the following apply to the premises (tick applicable box/es)

 

 

[] adjacent to a water body, watercourse or aquifer (e.g creek, river, lake, canal) - complete table H
[-} _ on strategic port land under the Transport Infrastructure Act 1994 - complete table |
LJ _ ina tidal water area - complete table J

 

11. Are there any existing easements on the premises? (e.g. for vehicular access, electricity, overland flow,
water, etc.)

 

 

[—X]No [(] Yes - ensure the type, location and dimension of each easement is included in the plans submitted

 

Application Details - IDAS form 7
Version 1.0 18 December 2009

 

Page 11

LIL

 

42° Doed the proposal include new building work or operational work on the premises? (including any
services)

 

 

BJNo [_] Yes - ensure the nature, location and dimensions of proposed works are included in plans submitted

 

13. Is the payment of a portable long service leave levy applicable to this application? (refer to the notes at the
end of this form for more information)

 

(| No - Go to question 15 x] Yes

 

14. Has the portable long service leave levy been paid? (refer to notes at the end of this form for more
information)

 

 

 

{x} No

complete table K and submit with this application the yellow jocal government/ private certifier's copy of
the receipted QLeave Form

CI] Yes -

 

15. Has the local government agreed to apply a superseded planning scheme to this application under
section 96 of the Sustainable Planning Act 20097

 

 

 

— No

LL] Yes - provide details below

 

16. List below alt of the forms and supporting information that accompany this application (include all IDAS
forms, checklists, mandatory supporting information etc. that will be submitted as part of this application. Note: this
question does not apply for applications made online using Smart eDA)

 

 

Method of lodgement to

Description of attachment or title of attachment assessment manager

 

 

 

 

 

 

 

17. Applicant's declaration

 

 

By making this application, | declare that all information in this application is true and correct (note: it is
unlawful to provide false or misleading information).

 

 

 

Application Details - IDAS form 1
Version 1.0 18 December 2009

 

.

Page 12

LO

Nates fér completing this form

Question 8:

* Section 263 of the Sustainable Planning Act 2009 sets out when the consent of the owner of the land is required
for an application. Section 260(1)(e) of the Sustainable Planning Act 2009 provides that if the owner's consent is
required under section 263, then an application must contain, or be accompanied by, the written consent of the
owner, or include a declaration by the applicant that the owner has given written consent to the making of the
application.

« Owner's consent is not required for a mobile and temporary ERA.

Question 9:

« Section 264 of the Sustainable Planning Act 2009 provides that if a development involves a state resource, a
regulation may require the application to be supported by certain evidence prescribed under the regulation.
Schedule 14 of the Sustainable Planning Regulation 2009 prescribes the state resources for which evidence is
required to be given, and the evidence required, to support the application.

Question 13:

« The Building and Construction Industry (Portable Long Service Leave) Act 1991 prescribes when the portable
long service leave levy is payable.

« The portable tong service leave levy amount and other prescribed percentages and rates for calculating the levy
are prescribed in the Building and Construction Industry (Portable Long Service Leave) Regulation 2002.

Question 14:
O The portable long service leave levy need not be paid when the application is made, but the Building and
Construction Industry (Portable Long Service Leave) Act 1991 requires the levy to be paid before a development
permit is issued.
¢ Building and Construction Industry Notification and Payment Forms are available from any Queensland post ‘
office or agency, on request from QLeave, or can be completed on the QLeave website at wie
www.dleave.qld.gov. au. For further information contact QLeave on 1800 803 481 or www.qleave.qid.gov.au. ,

Privacy -the information collected in this form will be used by the Department of Infrastructure and Planning (DIP) in
accordance with the processing and assessment of your application. Your personal details will not be disclosed for a
purpose outside of the IDAS process, except where required by legislation (including the Right to Information Act
2009) or as required by Parliament. This information may be stored in a departmental database. The information
collected will be retained as required by the Public Records Act 2002.

 

OFFICE USE ONLY

 

 

Date received Reference numbers

 

 

 

 

 

 

CPCTFICATION OF ENGAGEMENT OF A PRIVATE CERTIFIER

 

 

 

 

 

To: Council. | have been engaged as the private certifier for the
. building work referred to in this application.

Date of Name BSA Certification Building

engagement license number classification/s

 

 

 

 

 

 

 

 

Application Details - IDAS form 1
Version 1.0 18 December 2009

Page 13

wy

¥

é ,
QLEAVE NOTIFICATION AND PAYMENT (for completion by assessment manager or private certifier if applicable)

1
;

 

 

 

Description of the work

QLeave Project
Number

Amount
paid ($)

Date paid

Date receipted
form sighted by |Name of officer who
assessment _ |sighted the form

manager

 

 

 

 

 

 

 

 

 

 

The Sustainable Planning Act 2009 (SPA) is administered by the Department of Infrastructure and Planning. This
form and all other required application materials should be sent to your assessment manager and any referral

agencies.

 

_ eee 4

 

Application Details - IDAS form 7
Version 1.0 18 December 2009 i

Page 14

 

 

 

 

 

leaf fk Integrated Development'AssessmentiSystem, form

 

 

 

 

 

 

Building or operational work assessable
against a planning scheme - IDAS form 6

(Sustainable Planning Act 2009 version 1.0 effective 18 December 2009)

This form must be completed for development applications for building works or operational work assessable against
a planning scheme.

You MUST complete ALL questions unless the form indicates otherwise. Incomplete forms or forms without all
necessary information and documentation will result in your application not being a properly made application.

For ail development applications, you must:
e complete Applicant details - IDAS form 1
¢ complete any other forms relevant to your application

e provide any mandatory supporting information identified on the forms as being required to accompany your
application.

Il terms used on this form have the meaning given in the Sustainable Planning Act 2009 or the Sustainable Planning
egulation 2009.

This form can also be used for development on strategic portland under the Transport Infrastructure Act 1994.

 

41. What is the nature of the work that requires assessment against a planning scheme? (tick applicable box/es)

 

 

(J building work - complete table A XJ operational work - complete table B

 

Table B

What is the nature of the operational work made assessable in the planning scheme? (tick applicable box/es)

[) road works {[] stormwater () water infrastructure
L] drainage Works L) earthworks (] sewerage infrastructure
O [Xx] landscaping CL) signage ( clearing vegetation under the planning scheme

{X] other - please specify below

 

Sediment and Erosion Control

What type of approval is being sought? (if you have indicated multiple works in the above question, please
use an attachment to this form to detail each approval request)

 

[X] development permit CJ preliminary approval {1 both - specify below

Is the operational work necessary to facilitate the creation of new lots? (e.g. subdivision)

No (1 Yes - specify the number of lots being created

Are there any current approvals associated with this application? (e.g. material change of use)

(J) No XI Yes - provide details below

 

 

 

Department of Infrastructure and Planning Gt

 

 

 

 

Page 15

~ DOO

 

List of approval reference/s Date approved Date approval lapses

 

1 01164 29/03/2010

 

 

 

 

 

 

 

2. What is the dollar value of the proposed building work? (inc GST, materials and labour)| $617,000

 

 

 

 

'
|

 

Building and operational work assessable against a planning scheme - IDAS form 6
Version 1.0 18 December 2009

Page 16

. OOO

2 y

3. Confirm the following mandatory supporting information accompanies this application .

 

 

Confirmation

of lodgement Method of lodgement

 

All applications for operational works

 

site plans drawn to scale which show the following:

« the location and site area of the land to which the application relates
(relevant land)

e the north point

e the boundaries of the relevant land

e the allotment layout showing existing lots, any proposed lots (including
the dimensions of those lots), existing or proposed road reserves, KX]confirmed | mail
building envelopes and existing or proposed open space (note:
numbering is required for all lots)

e any existing or proposed easements on the relevant land and their
function

® any access limitation strips

e all existing and proposed roads and access points on the relevant land

 

a statement about how the proposed development addresses the local
overnment's planning schemes and any other planning documents (confirmed
Ehevant to the application

 

Applications for operational works involving earthworks (filling and excavating)

 

drawings showing:
* existing and proposed contours —_
¢ areas to be cut and filled

e the location and level of any permanent survey marks or reference
stations used as datum for the works [_| confirmed
« the location of any proposed retaining walls on the relevant land and
their height

e the defined flood level (if applicable)

® the defined fill level (if applicable)

 

Applications for operational works involving roadworks

 

drawings showing:

e existing and proposed contours

O the centreline or construction line showing chainages, bearings, offsets

if the construction line is not the centreline of the road and all

intersection points

¢ information for each curve including tangent point chainages and
offsets, curve radii, arc length, tangent length, superelevation (if
applicable) and curve widening (if applicable)

e kerb lines including kerb radii (where not parallel to centreline) and
tangent point changes (where not parallel to centreline) 4

« edge of pavement where kerb is not constructed [_]confirmed

* position and extent of channelisation

location and details of all traffic signs, guideposts, guardrail and other

street furniture

pavement markings including details on raised pavement markers

catchpit, manhole and pipeline locations

drainage details (if applicable)

cross road drainage culverts (if applicable)

concrete footpaths and cycle paths

location and details for access points, ramps and invert crossings

changes in surfacing material

 

 

 

 

 

 

Building and operational work assessable against a planning scheme - IDAS form 6
Version 1.0 18 December 2009

Page 17

LOO

4 3

 

Confirmation

of lodgement

Method of lodgement

 

Applications for operational works involving stormwater drainage

 

drawings showing:
e existing and proposed contours
e drainage locations, diameters and class of pipe, open drains and

 

 

water supply pump station details (if applicable)
minor reservoir details (if applicable)

conduits

location of valves and fire hydrants

location of house connections (if applicable)
location of bench marks and reference pegs

easements ; (]confirmed
e¢ manhole location, chainage and offset or co-ordinates and inlet and
outlet invert levels
» inlet pit locations, chainage and offset or co-ordinates and invert and
kerb levels
Applications for operational works involving water reticulation
drawings showing:
e kerb lines or edge of pavement where kerb is not constructed
* location and levels of other utility services where affected by water
reticulation works
pipe diameter, type of pipe and pipe alignment
water main alignments (J confirmed

 

Applications for operational works involving sewerage reticulation

 

drawings showing:
location of all existing and proposed services

location of all house connection branches

kerb lines or edge of pavement where kerb is not constructed
chainages

design sewer invert levels

design top of manhole levels

type of manhole and manhole cover

pipe diameter, type of pipe and pipe alignment

location of house connections (if applicable)

sewer pump station details (if applicable)

Cr a a re 2 er er 2

location of all existing and proposed sewer lines and manhole locations

(_]confirmed

 

Applications for operational works involving street lighting

 

drawings showing:

location of all light poles and service conduits

location of all other cross road conduits

type of wattage and lighting

any traffic calming devices

additional plans for roundabouts and major roads (if applicable)
details of any variations to normal alignment

details of lighting levels

 

(| confirmed

 

 

 

 

 

Building and operational work assessable against a planning scheme - IDAS form 6

Version 1.0 18 December 2009

Page 18

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y

 

Confirmation

of lodgement Method of lodgement

 

Applications for operational works involving public utility services

 

drawings showing:

® any existing light poles and power poles
¢ any existing underground services confirmed
© details of proposed services

* alternation to existing services

 

Applications for operational works involving landscaping works

 

drawings showing:

e the location of proposed plant species

¢ aplant schedule indicating common and botanical names, pot sizes
and numbers of plants

e planting bed preparation details including topsoil depth, subgrade
preparation, mulch type and depth, type of turf, pebble, paving and (_]confirmed
garden edge

e the location and type of any existing trees to be retained

« construction details of planter boxes, retaining walls and fences

e the proposed maintenance period

@ irrigation system details

 

 

 

a

 

 

Notes for completing this form:

¢ This form can also be used for development applications for building works or operational works assessable
against the land use plan for Cairns airport land or Mackay airport land. Whenever a planning scheme is
mentioned, take it to mean the land use plan for the airport land.

Privacy -please refer to your assessment manager for further details on the use of information recorded in
this form.

 

OFFICE USE ONLY

 

 

 

 

 

 

Date Received Reference Numbers

 

 

he Sustainable Planning Act 2009 is administered by the Department of Infrastructure and Planning. This form and
li other required application materials should be sent to your assessment manager and any referral agencies.

 

Building and operational work assessable against a planning scheme - IDAS form 6
Version 1.0 18 December 2009

Page 19

AOo\ -

Soft Landscaping Specification — Lot 13 Grant Street NOOSA HEADS

Specifications below are in accordance with the Sunshine Coast Regional Council
Planning Scheme Policy 03 (Coastal Beachside) Planting Guidelines

Landscape Contractor

All landscaping works undertaken by Contractor to be done in accordance with ‘Australian Standards’ & relevant ‘Sunshine Coast
Regional Council’ policies.

The engaged Contractor to be qualified & a BSA liscenced tradesperson.

Contractor to provide labour, materials, plants & services to carry out the tasks necessary for the landscape works required.

Only quality materials are to be used for Hard Landscaping works such as paving, water features etc.

Only healthy, vigorous plant stock to be selected & brought to site for planting. At time of delivery, plant size to be consistent with
container & pest & disease free. Plants must be free of weeds & true to its type & name.

Planting
Avoid planting in extreme hot, cold or atmospheric disturbances.
Loosen compacted ground for planting without disturbing services or tree roots, if any.

nsure that deleterious matter is removed, this includes stones exceeding 50mm, possible toxic materials, Nut Grass & Oxalis, as

6: as other materials brought to the surface during cultivation including roots, sticks, weeds etc.

The removal of plants from containers & plant positioning to be done with minimal disturbance.
£xcavate holes for each plant 100mm wider & deeper than the container & loosen soil at base of holes a further 150mm depth.
Fill holes with water & allow to drain. Position plant in centre of hole, set & backfill, ensuring to cultivate planting mix with the
subgrade & that original soil !evel of container is retained. Only tease out roots if rootball is compacted or pot bound.
Incorporate suitable fertilisers & /or water crystals if required, at time of backfilling.
Rake & finish the surface 100mm below paved level for depth of mulch.
Gently & firmly tap down around root ball, leaving a shallow water depression. Water immediately using min. 5 litres /plant.
Mulch after planting { & installation of irrigation if applicable). When mulch is in place, it should be raked back from well around the
area & the hole dug. Excess soil should be removed or spread prior to placing mulch to prevent mixing of these mediums.
Plants are to be plumb & at such a level that after well settled, a normal & natural relationship of the crown of the plant with the
ground will be established. Water immediately after planting & at such times during Contract period.
Where garden beds abut buildings, ensure that there is a suitable waterproof membrane & that drainage is in place & that the
provisions of AS3660.1 - Termite Management are complied with.
Maintain a maximum fall of 1:3 to ensure stability of mulch on slopes & allow for access for maintenance.

om Selection & Irrigation
2 majority of plants selected have been included within the PSP 03 Coastal Beachside Plants & once established should not require

a watering system. These plants have been recommended specifically as they suit the environment, the design philosophy & will
respond to the very minimal use of chemicals to treat weeds and to fertilise.

Should an irrigation system be required, it would feature an approved RPZ backflow prevention device, a rain sensor & back up
batteries suitable for outdoors. Piping to be class 12.5MDPE pipe, lateral low density polythene piping, solenoid valves to be 25mm
Richdel (or equivalent) with flow control, all fitted by an Irrigation Specialist.

Sediment, Erosion Control & Water Drainage

All care to be taken to prevent excess silt & sediment loss. All landscape materials to be stored on level ground to prevent material
run off. If required, silt traps to be installed before commencement of Landscape Works. All garden beds & lawn areas to drain
freely. Exposed aggregate & concrete areas to fall to the lowest point.

 

KATIM DESIGNS Creating Gardens for Greater Outdoor Living.
Tel: 0412 454 155. Email: [email protected]. ABN 67 044 538 640 Page 1

Page 20

Soft Landscaping Specification - 13 Grant Street NOOSA HEADS

Specifications below are in accordance with the Sunshine Coast Regional Council
Planning Scheme Policy 03 (Coastal Beachside) Planting Guidelines

Soils
Soils to comply with Australian Standard ( AS4410) ‘Soil for Landscaping & Gardens’. Soils to have a similar structure to that existing
in the area. Approximate topsoil depths: turfed areas 100-150mm, shrubs 300mm & trees SOOmm.

Mulching

After settling of a quality plant soil mix & once the plants are in piace, planted areas are to have a semi decomposed, weed free Bush
mulch installed to a depth of 75-100mm but kept 50mm.

Ensure that there is a mulch free zone immediately surrounding the plant to avoid any rotting of the stems. Rake mulch smooth to
finish 20mm below surrounding finished levels,

Weeding & Fertilisin

Due to the large selection proportion of local-native plants, care must be taken in the treatment of weeds & plant fertilisation. Only
Glysophate, a non residual herbicide is to be used to eradicate weeds. Slow release fertilisers that are nil or low in Phosphorus are to
Oo” upon planting and then approx 12 months afterwards on new plants & trees.

 

—

Garden Edging

All edging to have smooth navigable lines & to sustain the movement of maintenance equipment & vehicles where necessary.

At garden & pathway interfaces, the edging is to finish flush so that obstacles & trip hazards are not created. With this site, most the
garden beds abut paving, sleeper retaining walls or fences. The proposed edging for the front garden, where the curved bed meets
the Mary River pebble, is continuous concrete kerbing.

 

Paving & Pavers in Lawn & Pebble
All outdoor pavers to have a minimum R11 slip rating. Paver dimensions to be a min 500x500, porcelain or natural stone. Pavers to
be sealed after laying for longevity. Paver-steppers to be lined with have geo-technical fabric underneath.

Plant Maintenance Period - 12 Weeks

This period shall commence from date of practical completion of the works.

The 12 week maintenance period must include but is not limited to the following:

Water new plants 3 times per week for the first 3 weeks, reducing to twice per week for the next 9 weeks.

Checking new plants for pests, weeds & diseases & treat accordingly if necessary.

acing any plants of the same specified type & quantity if they have failed or have been damaged during construction.

Que that mulched surfaces remain in a clean & tidy condition & reinstate mulch if necessary.

Keep a dated Log Book of maintenance activities carried out throughout the period, recording the materials & fertilisers etc that
have been applied.

 

KATIM DESIGNS Creating Gardens for Greater Outdoor Living.
Tel: 0412 454 155. Email: [email protected]. ABN 67 044 538 640 Page 2

Page 21

" bn, a

 

noe

Coundi's Reference: 2009/1689 a : _

Our Reference: 1164 LO3 NG ar, & Fa,
consultings

29" March 2010 pty ltd
town planners +
urban designers

Nic Tokovic + surveyors

31 Lema Circuit

KURABY QLD 4112

Dear Nic,

RE: DECISION NOTICE
DEVELOPMENT APPLICATION FOR MATERIAL CHANGE OF USE OF PREMISE FOR
MULTIPLE HOUSING — TYPE 2 DUPLEX SITUATED AT GRANT STREET, NOOSA HEADS

| refer to your above application and advise that Sunshine Coast Regional Council has recently issued the
enclosed decision notice which approved this development subject to conditions.

itis recommended that you review this decision notice, particularly the conditions listed on pages 1 to 9.

Your options now include:

a) Accept these conditions noting that there Is no need to formally advise Council of your acceptance

unless you are seeking an urgent response to subsequent development applications following from
the above land use approval; or

b) Commence negotiations with Council in relation to any conditions that you require deletion,
amendment or even clarification. Please contact our office within 7 days to discuss this option as
there is a formal process to follow If you elect to undertake such an option; or

c) Seek legal advice with the Intention to lodge an appea! to the Planning and Environ rent Court
against Councll conditions.

In order to assist you in selecting your preferred option, | would lke to draw the following conditions to your
attention and provide my comments in response to these conditions.

Condition 4: — Requires payment of $10,000.00 bond.
Comment: Standard condition Imposed by Council, Bond considered excessive however past efforts
to get bonds reduced have not been successful for this type of projéct.

Condition 6: Permit lapses 1 8" March 2014 unless use commenced or extension granted.
Comment: Standard condition in accordance with the Act.

Condition 7: Requires a verification survey to be lodged with Council with regard to height.
Comment: Standard condition imposed by Council.

Condition 10: Landscape plans to be submitted as part of Operational Works applications and fo detail

front landscaping, screen planting to courtyard and pool areas and 500mm landscaping around boundaries
of site.

Comment: Condition reflects planning scheme requirements for landscaping of site.

Condition 28: Roof runoff shall be directed to a rainwater storage system or tank.

Comment: Standard condition imposed by Council.

Condition 46; Indicates that contributions will be required towards trunk infrastructure.

Comment: No contributions detailed at this stage, Council will forward them separately.
SUNSHINE COAST OFFICE GYMPIE OFFICE
1/189 GYMPIE TERRACE NOOSAVILLE - PO BOX 1684 NOOSAHEADS 0 4567 232 MARY STREET GYMPIE - FO BOX 391 GYMPIE Q 4570
TELEPHONE 07 54555425 - FACSIMILE 07 54555725 TELEPHONE 07 54827440 . FACSIMILE 07 54824952

mall@marnoconsulting com mall@muartoocansulting con

 

 

Page 22

Page 2

The attached development permit relates to your land use approval which is the first Council approval that
you require in order to lawiully undertake your proposal, Other subsequent development permits required
include:

» — Development Permit for Building Works

* Development Permit for Operational Works (access and/or carparking, stormwater drainage, frontage
works, landscaping, erosion & sediment control and landscaping).

You are welcome to contact our Sunshine Coast office if you require any further information and/or

Clarification of any conditions listed in the enclosed decision notice. Please contact us within 7 days if you
consider there are merits in negotiating any condition/s that may be of concern to you.

Yours faithfully

é Ey A#FQ

Nadine Gorton
Senior Planner
martoo consulting pty Itd

Ene :(1)

 

 

Page 23

  
  
 

re 1 O07 S475 7272

“oes! Mant Centra RV Ate rye

se Sunshine Coast

foMepb reas tes Gas Eu oy and
TIALS Ve wee
Officer. Jack Lewis
Olrect Telephone: (07) 5449 5183
Response Address: Locked Bag 72

Sunshine Coast Mail Centre QLD 4560
Ernatt jack [email protected]

Our Reference: 2008/1689
Your Reference: 01164LO1NG

 

HES Oa CHE Ge dit

 

        

 

 

 

24 March 2010
vem eS TW T™
Martoo Consulting Pty Ltd ' cna
PO Box 1684 ne .
NOOSA HEADS QLD 4567 J 2G MAR 2010 .,
rarer, OVVCO gy
Roloteal vs. ING oven
Dear Sir/Madam

Decision Notice
Integrated Planning Act 1997

| refer to your application and advise that on 18 March 2010 Council decided to approve the
application in full subject to conditions.

Details of the decision are as follows:

 

 

 

 

 

[1-" “APPLICATION DETAILS dt
Application No: 2009/1689 -
Street address: 13 Grant Street, Noosa Heads
Real property description: Lot 13 SP 179879
Planning Scheme: The Noosa Plan

[2 DECISION'DETAILS ]

 

The following type of approval has been Issued:
. Development Permit for Material Change of Use - Multiple Housing Type 2 - Duplex
[3___ RELEVANT PERIOD OF APPROVAL |

 

 

The relevant period for this Development Approval is identified in the Assessment Manager
conditions.

[4___ ASSESSMENT MANAGER CONDITIONS | ,
Approved Plans

 

1, Development undertaken in accordance with this approval must generally comply with the

approved plans of development. The approved plans are listed in the following table and as
amended by these conditions.

 

      

Plan / Document No. ] Issue. Plan / Document Name Date
— we ne tee a nen ee ve Smee ey
* 08-3781 E Site & Floor Plans - Burleigh 10/03/2010 |
Design i
wien ee in ee a ae we eel
Page { of 11
Caloundrn Olfice Maroochydore Office Nambour Otice Tewantin Office
' Omrah Avenue Vi Hi Ok ano: fa Curne and Bur, Straais 4 Pahcan Sigal
Calounelra Olrt ars: Maroon ta sare G1 8g Marbaur Quy asae
WP AAO Bae OE She md CO RATS AS

M7 Sader uy viftedta 9s 43M Set PB sH

Page 24

2009/1689

 

08-3781 D Elevations - Burleigh Design 01/02/2010
08-3781 E 3D Perspective — Burleigh Design 10/03/2010
General
2. The development must be undertaken and operated in a manner that causes no detrimental

effect upon the amenity of the neighbourhood by reason of the creation of excessive noise,
lighting nuisance or other emissions.

3. The developer must obtain all of the other Development Permits referred to in the Decision
Notice. prior to obtaining a Development Permit for Building Works.

Security Bond

4, Security in the form of a cash bond or trading bank guarantee to the sum of $10,000 must be
submitted, to secure performance of all conditions of this approval, prior to the issue of a
Development Permit for Operational Works. The cash bond or trading bank guarantee will be
returned on performance of the conditions of approval less any costs incurred by Council in
respect of eriforcing performance of this permit.

5. The requirements of this development approval are to be effected, prior to the use of the
premises. Council reserves the right to call upon the bond or guaranteed sum referred to in
this approval to effect compliance with conditions.

Relevant Period

6. The Development Permit for a material change of use lapses if the use has not happened by
18 March 2014, unless an application to extend the relevant period is approved by Council.

Maximum Building Height

7. A verification survey of the building is to be carried out by a Licensed Surveyor and a
certificate lodged with Council al completion of work confirming compliance with the
maximum allowable buitding height of 8 metres and 2 storeys.

Building Design

8. Any deck or balcony areas are not to be enclosed with shutters, glass panelling or the like,
{hus remaining as open structures.

Landscaping

9. The open space and setback areas are to be landscaped in accordance with Council's
Policy on Landscaping Guidelines (Coastal Beachside areas) and a properly prepared
landscape plan prepared by a sultably qualified Landscape Architect or Horticulturalist. Such
landscaping is to be completed prior to the premises being occupied and maintained at all
times thereafter.

10, The landscape pians required to be submitied as part of the Operational Works applications
are to denote areas of existing vegetation or existing trees proposed, or required to be
retained, and shail include:

10,1. The front landscaping are to be planted with densely growing native vegetatlon;

10.2, Planter boxes and large trees equivalent to 60% of the height of the bullding on
maturity are to screen |he courtyard and pool area of unit 2, from the raised deck
area of unit 1:

10.3. 2.x 45 Litre street trees shall be located along the front boundary of the site. Council
recommends the planting of appropriate edible fruit tree varieties, where practical;

10.4. Screening vegetation shall be provided around the perimeter of the site, including
the southern side boundary, with a minimum width of 500mm;
Page 2 of 11

 

Page 25

2009/1689

 

14.

412,

13.

10.5. The rear of the site is encumbered by a sewer line and the following species shall
not be utilised for this planting:

10.5.1, Gum trees (particularly those that grow into large trees):
10.5.2. Fig trees: or
10.5.3. Lilly pilly trees.

10.6. All fencing shalt be setback at least 1 metre from the front property boundary, with at
least half of the fencing setback 2 metres. The area of land between the fence and
the front property boundary shall be densely landscaped to screen any fencing from
the street.

Existing trees on the site and within road reserves are to be retained, except where required
to be removed due to building operations or the conduct of the approved use.

Cleared vegetation is to be suitably processed by one of the following methods and removed
from the site:-

Processing through a woodchipper or shredder, The resulting mulch Is to be stockpiled loose
in heaps of less than 1000 cubic metres, less than 2.5 metres high with a minimum of 10
metres between edges of heaps.

13,1. Disposat for firewood,
13.2, Disposal for landscaping purposes.

13.3. Transport to alternative site for breaking down materials provided that all necessary
permits have been obtained to allow the alternate site to be used for this purpose,

13.4, The disposal method for clearing works is to be submitted in conjunction with an
application for a Development Permit for Operational Work, The Applicant is advised
that other methods may be considered provided full details of the method are
submitted,

The Applicant is advised that burning off is an unacceptable method of disposal.

Vehicle Access

14,

15,

16.

17,

A vehicular access driveway to the development shall be constructed from the Grant Street
frontage of the site with a maximum width of 4.5m,

The driveway shall be designed and constructed to Council's design standards and to
grades that prevent vehicles from scraping and/or bottoming whilst also allowing pedestrians
movements along the footpath without any step or level difference. Should any driveways
be constructed to grades that do not comply with AS/NZS 2890,1-2004, Council will require
that the driveway be removed and reconstructed to levels that do comply.

Please note, a step between the driveway and the footpath shall be avoided, as it is
Preferred to have the footpath continue at a constant grade to minimise the potential for
pedestrians to trip or fall,

To ensure pedestrian safety between vehicles exiting the site and pedestrians on the
footpath, the driveway and any associated fencing or vegetation near the driveway shall
comply with the minimum sight line requirements as defined in AS 2890.1, section 3.2.4.
The applicant shall demonstrate compliance by illustrating these sight tines on the plans
submitted for both Operational Works approval and Building Works approval,

All vehicles shall enter and teave the site in a forward direction,

Page 3of 11

 

Page 26

2009/1689

 

 

Car Parking

18.

19,

20.

Carparking shall be provided within the site generally as shown on drawing number 08-3781
issue E dated 10 March 2010 by Burleigh Design, except as modified herein.

The carparking area shall be designed to comply with the Provisions of AS/NZS 2890.1-2004
for user class 1A with allowance for vehicles to enter and leave the site in a forward gear
and with a minimum head clearance (headroom) at any point of 2.2m.

All carparking shall be kept and maintained in a condition fit for use.

Frontage Works

21,

22,

23,

24,

Footpath improvements such as topsoiling. grassing, and tree planting are required to the
Grant Street frontage of the site in accordance with Planning Scheme Policy PSPO3
Landscaping Plants & Guidelines. Grass shall be couch, free of weeds.

A new 1.5m wide concrete path shall be constructed along the Grant Street frontage of the
site In accordance with Council's design standards and to an alignment that protects any
Significant vegetation or any underground services.

All paths, driveways and Parking areas shall be designed and constructed to ensure
pedestrian safety using non-slip materials, to produce an evenly graded surface finish, and
to be in accordance with the Disability Discrimination Act 1992 and Australian Standard
1428.1 Design for Access & Mobility.

All redundant vehicular crossings to the site shall be removed and replaced by kerb &
channel, footpath Paving and landscaping such as trees and grasses jn accordance with
Council's Standard specifications Prior to commencement of the use permitted by this
permit,

Roof Water & Stormwater Drainage ‘ )

25,

26.

27,

Roof runoff from any new dwelling shall be directed lo a rainwater storage system or lank
that is installed to ensure water from the rainwater storage system or tank Is used for
external uses (such as watering gardens, irrigation, ornamental ponds, water features,
topping-up swimming pools, outdoor cleaning, etc) and for internal (ground floor) use in
washing machine cold taps and toilet cisterns, All rainwater tanks are to be designed and
installed in accordance with the Queensland Development Code (QDC) current at the time of
building approval, and shall be part of the plumbing application for approval. The tocation
and capacity of the tanks shall be clearly shown on the plans submitted for Building Works
and Operational Works approval and any overflow shall be directed to the stormwater
drainage system located al the rear of the property.

All stormwater drainage {including roof water overflow from the rainwater storage system)
shail be collected and discharged so there is no net increase in stormwater runoff from the
site. Stormwater drainage permitted to drain from the site shall be discharged to the
stormwater drainage system located at the rear of the property.

To ensure that polluted run-off does not enter Council’s stormwater drainage system,
stormwater run-off from the carparking areas and the driveways shall have the first flush (the
first 12 mm of rainfall or hose-down) collected in a grease/oil arrestor/grass pollutant trap
provided on site prior to being permitted to discharge into Council's drainage system.

All other clean stormwater, such as roof water, can be collected on site and discharged
through a single underground drain line directly Into the existing drainage system, bypassing
the grease/oil arrestor/gross pollutant trap.

To this end, a detailed maintenance plan shall be prepared for the Proposed grease/oil
arrestors/gross pollutant trap, which shall be submitted to the Council for approval prior to
obtaining a Development Permit for Operational Works.

Page 4 of tf

 

 

 

 

Page 27

2009/1689

 

28.

The approved maintenance plan shall be incorporated in the Community Management
Scheme for the development and a copy of this shall be provided for Council's records prior
to commencement of the approved use.

A Development Permit for Building Works shall not be granted until a Development Permit
for Operational Works has been issued in regard to the drainage scheme

All site stormwater drainage shall be by means of a gravity system.

Water Supply and Sewer Mains

29.
30.

31.

32.
33.

34.

Reticulated water supply and sewerage must be provided to the development.

Buildings and structures, including the swimming pool, must maintain a minimum clearance
of 1.5 metres from Council sewer mains, and 1.0 metre from the sewer inspection opening.

Separate 25mm PE water services must be installed to a common lot boundary with
independent meters installed outside the boundary of the lot in accordance with Sunshine
Coast water standard drawing SCW 361. Meters must be “Elster” PSM 50100/39 (dual
check),

Storm water retention systems and gross pollutant traps must maintain a minimum clearance
of 1.5 metres from Council sewerage infrastructure.

Landscape planting within 1.5 metres of Council sewerage infrastructure must be Council
approved varieties and low growing when mature.

Construction works undertaken in the vicinity of Council! water supply or sewerage
infrastructure must not adversely affect the integrity of the infrastructure. All costs associated
with repair, replacement or alteration of infrastructure must be met by the applicant.

Service Easements ,

35, No building or other structure shall be constructed or encroach over an easement.

Earthworks

36. Earthworks required on site shail be carried out in accordance with Council's Planning
Scheme Policy PSP5 ~ Engineering Design Standards, so as not to cause the additional
ponding of water on any adjoining lands or the blockage of, or interference with, any natural
watercourses.

37, Earthworks carried oul on site shall not affect the structural integrity of any of the existing

fences and/or structures and/or lands that border the development site. Fences that are
affected shall be replaced prior to the Building Certifler issuing the Certificate of
Classification. In this regard any fences to be replaced shall be clearly shown on the plans
submitted for Operational Works approval.

Site Stabllity

38.

A Geotechnical Engineer or similar qualified expert shall assess the soil condition on site,
determine the soll classification, establish whether any measures are required lo protect the
Stability of adjoining buildings and/or structures and/or land, and make recommendations on
the type of foundation system(s) best suited for the proposed development. The
recommendations of this report shall be Incorporated into the design and construction of the
proposed development.

Erosion and Sediment Control

39,

Any person acting on this permit shall prevent erosion and sediment export from leaving the
site. Site control measures such as silt fencing, contratled gravel access to the site and
controlled disposal of waste, will be necessary.

Page Sof tt

{

Page 28

2009/1689

 

In this regard plans detailing the methods of controlling erosion and sediment are required to
be submitted to the Council for approval prior to oblaining a Development Permit for
Operational Works.

General

40.

41.

42,

43.

44,

45,

For the following classes of work associated with development, a Development Permit for
Operational Works must be obtained prior to commencement of works relating to that class
of work. The application may combine any or all of these classes of work.

A suitably qualified Registered Professional Engineer shall Prepare engineering drawings
and specifications for all engineering works that will become Council infrastructure, which
shall be submitted in conjunction with an application for a Development Permit for
Operational Works. In this regard a DXF/DWG file on GDA94 zone 56 grid of the proposed
cadastre layout Is to be submitted In conjunction with any application for Operational Works.

Digital detailed designs including drawings, calculations, specifications etc, shall be
submitted with any application for a Development Permit for Operational Works in respect of
roadworks and stormwater drainage works. The design shall be in accordance with Council's
Planning Scheme Policy PSP05S - Engineering Design Standards — Roads, Drainage and
Earthworks, To avoid conflict with underground pipes or services, all existing and proposed
services required by the development shall be shown on the plans,

Any damage caused to any public ulility during the course of construction shall be repaired
to Council's standards and at no cost to Council.

Any alteration of any public utility or other facilities necessitated by the development of the
land or associated construction works external to the site shall be at no cost to Council.

The transportation of all materials to and from the site shall be undertaken in a manner such
that no particle matter escapes onto a public road. All vehicles carrying materials either to or
from the site shall be covered to prevent materials including dust being windblown from the
vehicle.

Infrastructure Contributions

46.

The applicant must pay contributions towards trunk infrastructure in accordance with the
following Planning Scheme Policies and Council Policies:

(a) Planning Scheme Policy 12 - Public Open Space Contributions:

(b) Planning Scheme Policy 13 - Contributions in Lieu of Off Street Parking;
(c) Planning Scheme Policy 16 - Sewerage Headworks Contributions:

(d) Planning Scheme Policy 17 - Water Supply Headworks Contributions:
(e) Planning Scheme Policy 20 - Pathway Trunk Network Contributions:

(f) Council Policy ~ Rural Roadworks Contributions:

{g) Council Policy - Master Drainage Contributions.

For material change of use of premises approvals the contributions must be paid prior to the
commencement of use, for reconfiguring a lol approval contributions must be paid prior to
Council approval of the plan of subdivision.

The actual amount of the contribution must be calculated and paid in accordance with the
Planning Scheme Policies and variations due to indexation current at the time of payment.

Page 6 of 1!

Page 29

‘ 2009/1689

Waste Management

47. The developer must provide waste Storage and disposal facilities in accordance with
Planning Scheme Policy "Waste Management Multi-Dwellings and Commercial and
industrial Premises”, including an external imperviously paved area correctly sized for all

tefuse and recycling containers and suitably screened from public places and neighbouring
properties.

Noise Nuisance

48. Noise emission from mechanical equipment shall comply with the following requirements:
48.1. Air-conditioning and Refrigeration

° 7am to 10pm: Maximum background + S5dB(A)
e 10pm to 7am: Maximum background + 3dB(A)
48.2. Pumps
. 7am to 7pm: Maximum background + SdB(A)
° 7pm to 10pm: Maximum background + 3dB(A)
. 10pm to 7am: No audible noise.
49, Submission of written certification from a Suitably qualified person confirming that the noise

levels from all mechanical equipment comply when measured at either the residential

boundary or outside the most exposed part of an affected bullding, whichever Is the closest
to the equipment.

50. The assessment and certification Is required immediately after installation of the equipment
and prior to any occupation of the building, and in a format approved by Council. All
equipment should be operating at the same time to test the overait noise level created,

Advice: It is highly recommended that the Person you engage to certify the installation is
involved at the plan development stage so they can recommend where this equipment is
best located. They can also advise about noise enclosures and can make other suggestions
to avoid noise problems. It is a lot more costly to try and deal with noise problems after
averything is built.

‘5 REFERRAL AGENCY CONDITIONS

The referral agencies applicable to this application are:

Referral Trigger Referral Status Referral Agency Referral Address
Not applicable.
6 APPROVED PLANS/DOCUMENTS

The approved plans and / or documents for this development approval are listed in the following
table:

Plan/DecumentNo. Rev. Plan/ Document Name Date

08-3781 E Site & Floor Plans — Burleigh Design 10/03/2010
08-3781 D Elevations — Burleigh Design 01/02/2010
08-3781 E 3D Perspective = Burleigh Design 10/03/2010

Page 7aftt

 

 

 

 

Page 30

2009/1689

 

7

ADVISORY NOTES

The following Advisory Notes are for information purposes only and do not form conditions of
approval:

1.

4.

5.

Pursuant to the Building and Construction Industry (Portable Long Service Leave) 1991 Act
if the cost of operational works exceeds $80,000, then a portable Jong service leave fevy is
required to be paid. In accordance with Section 77.(1) of the Act, Council is required to sight
the approved form issued by the Building and Construction Industry (Portable Long Service
Leave) Authority that confirms that the requirements of the Act have been salisfied. A
statutory declaration outlining the cost of the operational works must be submitted to Council
with the lodgement of any application for operational works over the site.

Noise from residential building works shall comply with the following -
2.1. Limited to between 7:00am to 6:30pm Monday to Saturday.
2.2, All reasonable measures are taken to minimise noise emissions.
2.3, Not permitted on Sunday or public holidays.

The development should be undertaken in a manner that causes no detrimental effect upon
the amenity of the neighbourhood by reason of the creation of excessive noise, lighting, air-
borne hazards, atmospheric pollutants (including dust or odours) nuisance or any other
emissions In accordance with the nulsance provisions of the Environmental Protection
Regulation 1998 or Council's Loca! Law No. 12 — Control of Nuisances.

Connection to Council live water mains must be undertaken by Council at the applicants
cost.

Water meters must be located on alternative boundaries ‘o power boxes

Infrastructure Contributions and Infrastructure Charge

6.

An advice notice outlining the estimated infrastructure contributions payable and the basis
for their calculation under the current Planning Scheme Policies and Council Policies is
attached with this Development Permit.

For properties located in Ihe catchment area for the Coastal Major Road Network
Infrastructure Charges Plan, this development permit may trigger an Infrastructure Charge to
be issued In accordance with the Infrastructure Charges Plan and Chapter 5 of the
“Integrated Planning Act 1997"

Please contact Council's Infrastructure Charges Officer (email:

[email protected]) a minimum of 5 business days prior to payment of the

infrastructure contributions and/or charge notice so a payment advice detailing the amounts
applicable at the time of payment may be issued to accompany the payment.

Payment of infrastructure contributions and/or infrastructure charge notices will not be
accepted by credit card transaction.

Aboriginal Cultural Heritage Act 2003

There may be a requirement to establish a Cultural Heritage Management Plan and/or obtain
approvals pursuant to the Aboriginal Cultural Heritage Act 2003 (ACH Act).

The ACH Act establishes a cultural heritage duty of care which provides that: "A person who carries
out an activity must take all reasonable and practicable measures to ensure the activity does not
harm Aboriginal cultural heritage”. It is an offence to fail to comply with the duty of care. Substantial
monetary penalties may apply to individuals or corporations breaching this duty of care. Injunctions
may also be issued by the Land and Resources Tribunal, and the Minister administering the ACH Act
can also issue stop orders for an activity that is harming or is likely to harm Aboriginal cultural
heritage or the cultural heritage value of Aboriginal cultural heritage.

Page 8 of tf

it

 

 

Page 31

" 2009/1689

 

You should contact the Cultural Heritage Co-ordination Unit on 07 3238 3838 to discuss any :
obligations under the ACH Act. i

‘8 PROPERTYNOTES

 

Not applicable.

9 PRELIMINARY APPROVAL OVERRIDING SCHEME
Not applicable,

10 FURTHER DEVELOPMENT PERMITS REQUIRED _

Type of Development Permit required Subject of the required Development Permit

Operational Works Access and/or Carparking
Stormwater Drainage
Frontage Works
Landscaping
Erosion & Sediment Control

@ Landscaping

Building Works Ali building works

|i7_ setr ASSESSABLE coves | -
The developer must comply with the following codes for self-assessable development related to the
development approved under this Decision Notice:

, ’

Not applicable.
12 SUBMISSIONS
Not applicable.

13 REASONS / GROUNDS FOR APPROVAL DESPITE CONFLICT WITH SCHEME
Not applicable,
14 RIGHTS OF APPEAL

You are entitled to appeal against this decision. A copy of the relevant appeal provisions from the
e@ integrated Planning Act 1997 is attached.

During the appeal period, you as the applicant may make written representations to Council about
the conditions contained within the development approval. if Council agrees or parl agrees with the
representations, a “negotiated decision notice” will be issued. Only one “negotiated decision notice”
may be given. Taking this step will defer your appeal period, which will continue after Council makes
its decision, (Refer to sections 3.5.17 and 3.5.18 of the Integrated Planning Act 1997).

15 OTHER DETAILS

 

Should you wish to obtain more information about Council's decision electronic coples are available
on line at www.sunshinecoast.qid.qov.au, or at Council Offices.

 

Yours faithfully,
rhe

Denis Wallace
Senior Development Planner

 

Page 9 of 11

Page 32

2009/1689

 

 

 

 

Raginal Council

Sunshine Coast Appeal Rights

INTEGRATED PLANNING ACT 1997 & 1998 REGULA TION

 

Tha following is an extract from the Integrated
Planning Act (Chapter 4).

Division 8 - Appeals to court relating to
development applications

Appeals by applicants

4.1.27.(1) An applicant for a development application
may appeal to the court against any of the foilowing-

{a) the refusal, or the refusal in Part, of a development
application:

{b) a matter stated in a Gevelopment approval,
including any — condition applying to the
development, and the Identification of a code
under section 3.1.6;

{C) the decision to give a preliminary approval when a
development permit was applied for;

(d) the length of a relevant perlod;

(e) a deemed refusal,

(2) An appeal under subsection (1)(a) to (d) must
be started within 20 business days (the “applicant's
appeal period") afler the day the decision notice or
negotlated decision notice Is given to the applicant.

(3) An appeal under subsection (1)(e) may be
slarted at any time after the last day a decision on the
matter should have been made.

Appeals by submitters

4,1.28,(1) A submitter for a development application
may appeal to the court aboul-

(a) the giving of a development approval, including
any conditions (or lack of conditions) or other
provisions of the approval: or

(b) the length of a relevant period for the approval

(2) The appeal must be started within 20 business
days (Ihe “submitters appeal period") after the day
ihe decision notice or negotiated decision natice is
given to the submitier.

(3) If @ person withdraws a submission before the
application Is decided, the person may not appeai the
decision,

(4) If an application involves both impact
assessment and code assessment. appeal rights for
submitters are available only for the part of the
application involving impact assessment.

a. eel

‘ Section 3.1.6 {Preliminary approval may override
local planning Instrument)

(5) If an application is processed under section
6.1.28(2), appeal rights for submitters for the
application are available only for the aspects of the
development that would have tequired public
notification under the repealed Act.

{6} If an application involves assessment against a
concurrence agency code, appeal rights for submitters
for the application are not available against the part of
the approval that represents the concurrence agency's
response for the code,

Appeals by advice agency submitters

4.1.29.(1) An advice agency may, within the limits of
Its jurisdiction, appeal to the court about the giving of a
development approval for a development application

(a) the development application involves Impact
assessment: and

(b) the advice agency told the applicant and the
assessmenl manager to treat its response to the
application as a submission for an appeal,

(2) The appeal musi be started within 20 business
days after the day the decision notice or negotiated
decision notice Is given to the advice agency as a
submitter.

Appeals for matters arising after approval given
(co-respondents)

4.1.30.(1) For a development approval given for a
development application, a person to whom any of the
following notices have been given may appeal to the
court against the decision in the notice-

(a) a notice giving a decision on a request for
extension of the relevant period for an approval:

(b) @ notice giving a decision on a request to make a
minor change to an approval,

(2) The appeal must be started within 20 business
days after the day the notice of the decision is given to
the person,

{3) Subsection (1a) does not apply if the
approval resulted from a development application
(superseded planning scheme) thal was assessed as
if it were an application under a superseded planning
scheme.

(4) Also, a person who has made a request
mentioned In subsection (1) may appeal to the court
against a deemed refusal of the request.

(5) An appeal under subsection (4) may be started
at any time after the last day the decision on the
matter should have been made

Page 100/11

Page 33

2009/1689

 

Division 9 - Appeals to court about other matters

Appeals for matters arising after approval given
(no co-respondents)

41.31.41} A person to whom any of the following
notices have been given may appeal to the court
agalnst the decision in the notice-

(a) a notice giving a decision on a request to change
or cancel a condition of a development approval.

(b} a notice under section 6.1.44" giving a decision to
change or cancel a condition of a development
approval.

(2) The appeal must be started within 20
business days after the day the notice of the decision
is given to the person.

(3) Also, a person who has made a request
mentioned In subsection (1)(a) may appeal to the
court against a deemed refusal of the request.

(4) An appeal under subsection {3) may be
Started at any time after the last day the decision on
the matter should have been made.

Appeals against decisions to change approval
conditions under the repeated Act

4.1.33A.(1} A person who is dissatisfied with a
decision made on an application to change the
conditions attached to an approval given under
Section 2.19(3}or section 4.4 of the repealed Act may
appeal to the court against-

(a) lhe decision; or
(b) a deemed refusal of the application.
{2) An appeal under subsection (1){a) must be

started within 20 business days after the day notice of
the decision |s to be given to the person.

(3) An appeal under subsection (1)(b) may be
Started at any tIme after the last day a decision en the
matter should have been made.

Appeals against local laws

4.1.33B.(1) An applicant who Is dissatisfied with a
decision of a local government or the conditions
appiied under a local law about ihe use of premises or
the erection of a building or other siruciure permitled
by the planning scheme may appeaf to the court
against the decision or the conditions applied.

(2) The appeal must be started within 20 business

days after ine day notice of ihe decision is given to the
applicant.

For Bullding Works Only

Rights of appeal conferred by Section 4.2.9 of the
integrated Planning Act 1997 as follows.

Division 3 - Appeats to tribunals relating to
development applications

Appeals by applicants

4.2.9(1) An applicant for a development application
may appeal to the Building and Development Tribunal
against any of the following-

a. -_

* Section 6.1.44 (Conditions may be changed or
cancelled by assessment manager or concurrence
agency in certain circumstances)

{a) the refusal, or the refusal in part, of a development
application;

(b) a matter stated in a development approval,
including any — condilion applying to the
development, and the Identification of a code
under section 3.1.6;7

{c) the decision to give a preliminary approval when a
development permit was applied for;

(d} the length of a period mentioned in section 3.5.21
relevant period;
(e) a deemed refusal.

(2) An appeal under subsection (1)(a) to (d) must
be started within 20 business days (the “applicant's
appeal period”) after the day the decision notice or
negotiated decision notice is given to the applicant,

(3) An appeal under subsection (1Xe) may be
started ai any time after the last day a decision on the
matter should have been made.

The Registrar for the Building and Development
Tribunal may be contacted at the website

htte:/www.localgovernment.gid.gov.au/ =

For Infrastructure Charges Only

4.1.36 Appeals about particular infrastructure

charges

{1} This section applies to a person who has been

given, and Is dissatisfied with, an Infrastructure

charges notice or a regulated State infrastructure

charges notice.

(2) The person may appeal to the court against the -
notice,

(3) The appeat must ba started within 20 business
days after-

(a) if the notice Is given because of a development
@pproval or master plan approval-the day (he
applicant is given notice of the decision about the
approval; or

{b) otherwise-the day the notice is given to the
person.

(4) An appeal under this seclion may only be about-

(a) whether a charge in the notice is so
unreasonable that no reasonable relevant local
government, State infrastructure provider or
coordinating agency could have imposed it; or

(0) an error in the calculation of the charge.

(5) To remova any doubt. it is declared that an
appeal under this section can not be about the

methodology used to establish the charge in the
relevant infrastructure charges schedule or regulated ‘
State infrastructure charges schedule.

a. —_

’ Section 3.1.6 (Preliminary approval may override
local planning Instrument}

Page thottt

 

Page 34

Sunshine Coast

Regional Council

Locked Bag 72

 

Qid 4580

ABN 37 876 973 913

Officer:

Direct Telephone:

Sunshine Coast Mail Centre

"+07 5475 7272
F O7 5475 7277
& [email protected]
W weawsunshinecoast.qid.govau

Jack Lewis
(07) 5449 5183

Response Address: Locked Bag 72

Emaik

Our Reference:
Your Reference:

24 March 2010

Martoo Consulting Pty Ltd
PO Box 1684 .
NOOSA HEADS QLD 4567

Dear Sir/Madam

Decision Notice

Sunshine Coast Mail Centra QLD 4560
[email protected]

2009/1689
01164 LO1 NG

 

IVED

~ronling SC

29 MAR 2010

 

 

   

 

 

Rolerratt u..

 

Integrated Planning Act 1997

application in full subject to conditions.
Details of the decision are as follows;

| refer to your application and advise that on 18 March 2010 Council decided to approve the -

 

 

[4 "APPLICATION DETAILS

   

Application No:
_ Street address;
‘Real property description:
: Planning Scheme:

2009/1689

Lot 13 SP 179879
The Noosa Plan

 

 

13 Grant Street, Noosa Heads

 

[DECISION DETAILS =.

 

The following type of approval has been Issued:

« Development Permit for Material Change of Use -

Multiple Housing Type 2 - Duplex

 

 

 

[3%

' ‘The relevant period for this Development Approval
© conditions. “

RELEVANT PERIOD:OF-APPROVAL

 

: 5

!s identified in the Assessment Manager

 

 

[4s

Approved Plans

ASSESSMENT.MANAGER CONDITIONS |

4. Development undertaken in accordance with this approval must’generally comply with the

approved plans of development. The approved
amended by these conditions,

J

plans are listed in the following table and as

 

 

 

 

 

 

 

Calaundra Office

Maroochydore Office
1 Omrah Avenue

11-13 Ocean Street

Caloundra Qid 4551 Maroochydore Qld 4558 Nambour Qld 4560 Tewantin Qld 4565
Y 07 5420 8200 ‘Y OT 5476 8501 f 07 5475 8501 v 07 5449 5200
# 07 5420 8900 ® 07 5441 8338 F 07 5441 8338 & 07 6447 1062

— = r :
Plan/DocumentNo. | [ssue. : Plan/ Document Namé Date
08-3781 E Site & Floor Plans — Burleigh | 10/03/2010

Design |
Paga 1 of 17

Nambour Office
Cnr Currie and Bury Streets

Tewantin Office
9 Pelican Street

 

Page 35

2009/1689

 

"08-3781 1D Elevations - Burleigh Design -o17o2r2010

   

i 08: $781 E 3D Perspective ~— Burleigh Design 40/03/2010 0

General

2. The development must be undertaken and operated in a manner that causes no detrimental
' effect upon the amenity of the neighbourhood by reason of the creation of excessive noise,
lighting nuisance or other emissions.

3. The developer must obtain ail of the other Development Permits referred to in the Decision
Notice, prior to obtaining a Development Permit for Building Works.

Security Bond

4, Security In the form of a cash bond or trading bank guarantee to the sum of $10,000 must be

submitted, to secure performance of all conditions of this approval, prior to the issue of a
Development Permit for Operational Works. The cash bond or trading bank guarantee will be
returned on performance of the conditions of approval less any costs incurred by Council in
respect of enforcing performance of this permit.

5. The requirements of this development approval are to be effected, prior to the use of the
. premises. Council reserves the right to call upon the bond or guaranteed sum referred to in
this approval to effect compliance with conditions.

Relevant Period

6. The Development Permit for a material change of use lapses if the use has not happened by
18 March 2014, unless an application to extend the relevant period is approved by Council.

Nlaximum Building Height

7. A verification survey of the building is to be carried out by a Licensed Surveyor and a
certificate lodged with Council at completion of work confirming compliance with the
maximum allowable building height of 8 metres and 2 storeys.

Building Design

8. Any deck or balcony areas are not to be enclosed with shutters, glass panelling or the like,
thus remaining as open structures.

Landscaping

9. The open space and setback areas are to be landscaped in accordance with Council’s
Policy on Landscaping Guidelines (Coastal Beachside areas) and a properly prepared
landscape plan prepared by a suitably qualified Landscape Architect or Horticulturalist. Such
Jandscaping is to be completed prior to the premises being occupied and maintained at all
times thereafter.

10. The landscape plans required to be submilted as part of the Operational Works applications
are to denote areas of existing vegetation or existing trees proposed, or required to be
tetained, and shall include:

10.1. The front landscaping are to be planted with densely growing native vegetation;

10.2. Planter boxes and large trees equivalent to 60% of ihe height of the building on
maturity are to screen the courtyard and pool area of unit 2, from the raised deck
area of unit 1;

10.3. 2x 45 Litre street trees shall be located along the front boundary of the site. Council
recommends the planting of appropriate edible fruit tree varieties, where practical;

10.4. Screening vegetation shall be provided around the perimeter of the site, including
the southern side boundary, with a minimum width of 500mm;
Page 2 of 11

Page 36

2009/1689

 

At.
12,

13,

10.5. The rear of the site is encumbered by a sewer line and the following species shall
not be utilised for this planting:

10.5.1. Gum trees (particularly those that grow into large trees);
40.5.2. Fig trees; or
10.5.3. Lilly pilly trees.

10.6. All fencing shall be setback at least 1 metre from the front property boundary, with at
least half of the fencing setback 2 metres. The area of land between the fence and
the front property boundary shail be densely landscaped to screen any fencing from
the street.

Existing trees on the site and within road reserves are to be retained, except where required
to be removed due to building operations or the conduct of the approved use.

Cleared vegetation is to be suitably processed by one of the following methods and removed |

from the site:~

Processing through a woodchipper or shredder. The resulting mulch is to be stockpiled loose
in heaps of less than 1000 cubic metres, less than 2.5 metres high with a minimum of 10
metres between edges of heaps. . :

13.1. Disposal for firewood.
13.2. Disposal for landscaping purposes,

13.3. Transport to alternative site for breaking down materials provided that all necessary
permits have been obtained to allow the alternate site to be used for this purpose.

13.4, The disposal method for clearing works is to be submitted in conjunction with an
application for a Development Permit for Operational Work. The Applicant is advised
that other methods may be considered provided full details of the method are
submitted.

The Applicant is advised that burning off is an unacceptable method of disposal.

Vehicle Access

14.

45.

16.

17,

A vehicular access driveway to the development shall be constructed from the Grant Street
frontage of the site with a maximum width of 4.5m.

The driveway shail be designed and constructed to Council's design standards and to
grades that prevent vehicles from scraping and/or bottoming whilst also allowing pedestrians

-

movements along the footpath without any step or level difference. Should any driveways —

be constructed to grades that do not comply with AS/NZS 2890,1-2004, Council will require
that the driveway be removed and reconstructed to levels that do comply.

Please note, a step between the driveway and the footpath shall be avolded, as it is
preferred to have the footpath continue at a constant grade to minimise the potential for
pedestrians to trip or fall.

To ensure pedestrian safety between vehicles exiting the site and pedestrians on the
footpath, the driveway and any associated fencing or vegetation near the driveway shail
comply with the minimum sight line requirements as defined in AS 2890.1, section 3.2.4,
The applicant shall demonstrate compliance by illustrating these sight lines on the plans
submitted for both Operational Works approval and Building Works approval.

All vehicles shall enter and leave the site in a forward direction.

Page 3 of 11

 

Page 37

2009/1689

 

Car Parking

18.

19.

20.

Carparking shall be provided within the site generally as shown on drawing number 08-3781
issue E dated 10 March 2010 by Burleigh Design, except as modified herein.

The carparking area shall be designed to comply with the provisions of AS/NZS 2890.1-2004
for user class 1A with allowance for vehicles to enter and leave the site in a forward gear
and with a minimum head clearance (headroom) at any point of 2.2m.

All carparking shall be kept and maintained in a condition fit for use.

Frontage Works

21.

22.

23.

24.

Footpath improvements such as topsoiling, grassing, and tree planting are required to the
Grant Street frontage of the site in accordance with Planning Scheme Policy PSP03
Landscaping Plants & Guidelines. Grass shall be couch, free of weeds.

A new 1.5m wide concrete path shall be constructed along the Grant Street frontage of the
site in accordance with Council's design standards and to an alignment that protects any
significant vegetation or any underground services.

All paths, driveways and parking areas shall be designed and constructed to ensure
pedestrian safely using non-slip materials, to produce an evenly graded surface finish, and
to be in accordance with the Disability Discrimination Act 1992 and Australian Standard
1428.1 Design for Access & Mobility.

All redundant vehicular crossings to the site shall be removed and replaced by kerb &
channel, footpath paving and landscaping such as trees and grasses in accordance with
Council's Standard specifications prior to commencement of the use permitted by this
permit.

»

Roof Water & Stormwater Drainage >

25,

26.

27.

Roof runoff from any new dwelling shall be directed to a rainwater storage system or tank
that is installed to ensure water from the rainwater storage system or tank is used for
external uses (such as watering gardens, irrigation, ornamental ponds, water features,
topping-up swimming pools, outdoor cleaning, etc) and for internal (ground floor) use in
washing machine cold taps and toilet cisterns. All rainwater tanks are to be designed and
installed in accordance with the Queensland Development Code (QDC) current at the time of
building approval, and shail be part of the plumbing application for approval. The location
and capacity of the tanks shali be clearly shown‘on the plans submitted for Building Works
and Operational Works approval and any overfiow shall be directed to the stormwater
drainage system located at the rear of the property.

All stormwater drainage (including roof water overflow from the rainwater storage system)
shall be collected and discharged so there is no net increase in stormwater runoff from the
site. Stormwater drainage permitted to drain from the site shall be discharged to the
stormwater drainage system located at the rear of the property.

To ensure that polluted run-off does not enter Council’s stormwater drainage system,
stormwater run-off from the carparking areas and the driveways shall have the first flush (the
first 12 mm of rainfall or hose-down) collected in a grease/oil arrestor/gross pollutant trap
provided on site prior to being permitted to discharge into Council's drainage system.

All other clean stormwater, such as roof water, can be collected on site and discharged
through a single underground drain ling directly into the existing drainage system, bypassing
the grease/oil arrestor/gross pollutant trap.

To this end, a detailed maintenance plan shall be prepared for the proposed grease/oil
arrestors/gross pollutant trap, which shall be submitted to the Council for approval prior to
obtaining a Development Permit for Operational Works.

Page 4 of 17

Page 38

2009/1689

 

28.

 

The approved maintenance Blan ‘shall be incorporated in the Community Management
Scheme for the development and a copy of this shall be provided for Council's records prior
to commencement of the approved use.

A Development Permit for Building Works shall not be granted until! a Development Permit
for Operational Works has been issued in regard to the drainage scheme.

All site stormwater drainage shall be by means of a gravity system.

Water Supply and Sewer Mains

29.
30.

31.

32.
33,

34.

Service Easements ,

Reticulated water supply and sewerage must be provided to the development.

Buildings and structures, including the swimming pool, must maintain a minimum clearance
of 1.5 metres from Council sewer mains, and 1.0 metre from the sewer inspection opening.

Separate 25mm PE water services must be installed to a common lot boundary with
independent meters installed outside the boundary of the lot in accordance with Sunshine
Coast water standard drawing SCW 361. Meters must be “Elster” PSM 50100/39 (dual
check).

Storm water retention systems and gross pollutant traps must maintain a mininum clearance
of 1.5 metres from Council sewerage infrastructure.

Landscape planting within 1.5 metres of Council Sewerage infrastructure must be Council
approved varieties and low growing when mature. :

Construction works undertaken in the vicinity of Council water supply or sewerage
infrastructure must not adversely affect the integrity of the infrastructure. All costs associated
with repair, replacement or alteration of infrastructure must be met by the applicant.

> .
No building or other structure shall be constructed or encroach over an easement.

35,

Earthworks

36. Earthworks required on site shall be carried out in accordance with Council's Planning
Scheme Policy PSP5 — Engineering Design Standards, so as not to cause the additional
ponding of water on any adjoining lands or the blockage of, or interference with, any natural
watercourses, .

37, Earthworks carried out on site shall not affect the structural integrity of any of the existing
fences and/or structures and/or fands that border the development site. Fences that are
affected shall be replaced prior to the Building Certifier issuing the Certificate of
Classification. In this regard any fences to be replaced shall be clearly shown on the plans
submitted for Operational Works approval.

Site Stability

38. A Geotechnical Engineer or similar qualified expert shall assess the soil condition on site,

Proposed development.

Erosion and Sediment Control

39,

Any person acting on this permit shall prevent erosion and sediment export from leaving the
site. Site control measures such as silt fencing, controlled gravel access to the site and
controlled disposal of waste, will be necessary,

Page 5 of 11

 

 

 

—e

 

eo a

Page 39

2009/1689

 

in this regard plans detailing the methods of controlling erosion and sediment are required to
be submitted to the Council for approval prior to obtaining a Development Permit for
Operational Works.

General

40.

41.

42.

43.

44,

45.

For the following classes of work associated with development, a Development Permit for
Operational Works must be obtained prior to commencement of works relating to that class
of work. The application may combine any aor all of these classes of work.

A suitably qualified Registered Professional Engineer shall prepare engineering drawings
and specifications for all engineering works that will become Council infrastructure, which
shall be submitted in conjunction with an application for a Development Permit for
Operational Works. In this regard a DXF/DWG file on GDA94 zone 56 grid of the proposed
cadastre layout is to be submitted in conjunction with any application for Operational Works.

Digital detailed designs including drawings, calculations, specifications etc, shall be
submitted with any application for a Development Permit for Operational Works in respect of
roadworks and stormwater drainage works. The design shall be in accordance with Council's
Planning Scheme Policy PSP05 — Engineering Design Standards —- Roads, Drainage and
Earthworks. To avoid conflict with underground pipes or services, all existing and proposed
services required by the development shall be shown on the plans.

Any damage caused to any public utility during the course of construction shall be repaired
to Council's standards and at no cost to Couricil.

Any alteration of any public utility or other facilitles necessitated by the development of the
land or associated construction works external to the site shall be at no cost to Council.

The transportation of all materials to and from the site shall be undertaken in a manner such
that no particle matter escapes onto a public road, All vehicles carrying materials either to or
from the site shall be covered to prevent materials including dust being windblown from the
vehicle.

Infrastructure Contributions

46.

The applicant must pay contributions towards trunk infrastructure in accordance with the
following Planning Scheme Policies and Council Policies:

(a) Planning Scheme Policy 12 - Public Open Space Contributions;

(b) Planning Scheme Policy 13 — Contributions in Lieu of Off Street Parking;

(c) Planning Scheme Policy 16 — Sewerage Headworks Contributions;

(d) Planning Scheme Policy 17 - Water Supply Headworks Contributions;

(e) Planning Scheme Policy 20 - Pathway Trunk Network Contributions;

(f) Council Policy ~ Rural Roadworks Contributions;

(g) Council Policy - Master Drainage Contributions.

For material change of use of premises approvals the contributions must be paid prior to the

commencement of use, for reconfiguring a lot approval contributions must be paid prior to

Council approval of the plan of subdivision.

The actual amount of the contribution must be calculated and paid in accordance with the
Planning Scheme Policies and variations due to indexation current at the time of payment.

‘Page Gof 11

Page 40

2009/1689

Waste Management

47. The developer must provide waste storage and disposal facilities in accordance with
Planning Scheme Policy “Waste Management Multi-Dwellings and Commercial and
Industrial Premises”, including an external imperviously paved area correcily sized for all

tefuse and recycling containers and suitably screened from public places and neighbouring
properties.

Noise Nuisance

48. Noise emission from mechanical equipment shall comply with the following requirements:
48.1. Air-conditioning and Refrigeration -

° 7am to 10pm: Maximum background + 5dB(A)
e 10pm to 7am: Maximum background + 3dB{A)
48.2. Pumps
° Yam to 7pm: Maximum background + 5dB(A)
° 7pm to 10pm: Maximum background + 3dB(A)
° 10pm to 7am: No audible nolse.
49. Submission of written certification from a suitably qualified Person confirming that the noise

levels from all mechanical equipment comply when measured at either the residential

boundary or outside the most exposed part of an affected building, whichever is the closest
to the equipment.

50. The assessment and certification is required immediately after installation of the equipment
and prior to any occupation of the building, and in a format approved by Council. All
equipment should be operating at the same time to test the overall noise level created.

Advice: It is highly recommended that the person you engage to certify the installation is
involved at the plan development stage so they can recommend where this equipment is
best located. They can also advise about noise enclosures and can make other suggestions

to avoid noise problems. It is a lot more costly to try and deal with noise problems after
everything is buitt.

 

is RAL AGENCY CONDITIONS

 

 

The referral agencies applicable to this application are:
: Referral Trigger Referral Status | Referral Agency ; Referral Address

4 en my
i
i

i . :
' Not applicable. ve d .

      

 

The approved plans and / or documents for this development approval are listed: in the following
table: .

 

Plan / Document No. : Rev. 'Plan/DocumentName i Date

 

- —

08-3781

rE Site & Floor Plans — Burleigh Design 10/03/2010
08-3781 'D  ; Elevations ~ Burleigh Design - 01/02/2040
08-3781 E “3D Perspective - Burleigh Design 40/03/2010

Page 7 of 11

 

 

ave sti ib

 

Page 41

2009/1689

 

7 ADVISORY NOTES _

The following Advisory Notes are for information purposes only and do not form conditions of
approval:

1.

5,

Pursuant to the Building and Construction Industry (Portable Long Service Leave) 1991 Act
if the cost of operational works exceeds $80,000, then a portable long service leave levy is
required to be paid. In accordance with Section 77.(1) of the Act, Council is required to sight
the approved form issued by the Building and Construction Industry (Portable Long Service
Leave) Authority that confirms that the requirements of the Act have been satisfied. A
statutory declaration outlining the cost of the operational works must be submitted to Council
with the lodgement of any application for operational works over the site.

Noise from residential building works shall comply with the following —
2.1. Limited to between 7:00am to 6:30pm Monday to Saturday.

2.2. All reasonable measures are taken to minimise noise emissions.
2.3. Not permitted on Sunday or public holidays.

The development should be undertaken in a manner that causes no detrimental effect upon
the amenity of the neighbourhood by reason of the creation of excessive noise, lighting, air-
borne hazards, atmospheric pollutants {including dust or odours) nuisance or any other
emissions in accordance with the nuisance provisions of the Environmental Protection
Regulation 1998 or Council’s Local Law No. 12 - Control of Nuisances.

Connection to Council live water mains must be undertaken by Council at the applicants
cost.

Water meters must be located on alternative boundaries to power boxes

Infrastructure Contributions and Infrastructure Charge

8.

An advice notice outlining the estimated infrastructure contributions payable and the basis
for their calculation under the current Planning Scheme Policies and Council Policies is
attached with this Development Permit.

For properties located in the catchment area for the Coastal Major Road Network
Infrastructure Charges Plan, this development permit may trigger an Infrastructure Charge to
be issued in accordance with the Infrastructure Charges Plan and Chapter 5 of the
"Integrated Planning Act 1997”

Please contact Council's Infrastructure Charges Officer (email:

[email protected]) a minimum of 5 business days prior to payment of the
infrastructure contributions and/or charge notice so a payment advice detailing the amounts
applicable at the time of payment may be issued to accompany the payment.

Payment of infrastructure contributions and/or infrastructure charge notices will not be
accepted by credit card transaction.

Aboriginal Cultural Heritage Act 2003

There may be a requirement. to establish a Cultural Heritage Management Plan and/or obtain
approvals pursuant to the Aboriginal Cultural Heritage Act 2003 (ACH Act).

The ACH Act establishes a cultural heritage duty of care which provides that: "A person who carries
out an activity must take all reasonable and practicable measures to ensure the activity does not
harm Aboriginal cultural heritage”. \t is an offence to fail to comply with the duty of care, Substantial
monetary penalties may apply to individuals or corporations breaching this duty of care. Injunctions
may also be issued by the Land and Resources Tribunal, and the Minister administering the ACH Act
can also issue stop orders for an activity that is harming or is likely to harm Aboriginal cultural
heritage or the cultural heritage value of Aboriginal cultural heritage.

Paga 8 of 14

Page 42

2009/1689

You should contact the Cultural Heritage Co-ordination Unit on 07 3238 3838 to discuss any
obligations under the ACH Act.

   

  

PROPERTY NOTES _

Not applicable.

[9 _PRELIMINA ROVAL OVERRIDING SCHEME

 

  

 

Not applicable.

FURTHER DEVELOPMENT PERMITS REQUIRED.

      

  

.. Type of Development P.

.{ Subject of the required Devetopment Permit, a
Operational Works | Access and/or Carparking |
: Stormwater Drainage : :
Frontage Works :
| Landscaping i
| Erosion & Sediment Contro!
; Landscaping

 

 

   

| All building works

  
 

  

The developer must comply with the following codes for self-assessable development related to the

>

 

‘ Not applicable,

  

REASONS / GROUNDS FOR APPROVAL DESPITE CONFLICT WiTH

Not applicable.

  

 

RIGHTS OF APPEAL

You are entitled to appeal against this decision. A copy of the relevant appeal provisions from the
Integrated Planning Act 1997 is attached,

During the appeal period, you as the applicant may make written representations to Council about
the conditions contained within the development approval. if Council agrees or part agrees with the
representations, a “negotiated decision notice” will be issued. Only one “negotiated decision notice”
may be given. Taking this-step will defer your appeal period, which will continue after Council makes
its decision. (Refer to sections 3.5.17 and 3.5.18 of the Integrated Planning Act 1997).

  

‘ain more information about Council's decision electronic copies are available
on line at www.sunshinecoast.qid.gov.au, or at Council Offices.

Yours faithfully,

PL

Denis Wallace
Senior Development Planner

 

 

Page 9 of tf

 

 

3
q

Page 43

2009/1689

 

 

 

Sunshine Coast

 

Appeal Rights

Regional Council | INTEGRATED PLANNING ACT 1997 & 1998 REGULATION

 

|
!
1
|
{
|
I
|

[The following is an extract from the Integrated!
Planning Act (Chapter 4). co |
Division 8 - Appeals to court relating to
development applications

Appeals by appiicants

4.1.27.(1) An applicant for a development application
may appeal to the court against any of the following-

(a) the refusal, or the refusal in part, of a development
application;

{b) a matter stated In a development approval,
including any condition applying to the
development, and the identification of a code
under section 3.1.6;'

(c) the decision to give a preliminary approval when a
development permit was applied for;

(d) the length of a relevant period;

(e) a deemed refusal.

(2) An appeal under subsection (1)(a) to (d) must
be started within 20 business days (the “applicant's
appeal perfod”) after the day the decision notice or
negotiated decision notice is given to the applicant.

(3) An appeal under subsection (1Xe) may be
Started at any time after the last day a decision on the
matter should have been made. :

Appeals by submitters

4.1.28.(1) A submitter for a development application
May appeal to the court about-

(a) the giving of a development approval, including
any conditions (or lack of conditions) or other
provisions of the approval; or

(b} the length of a relevant period for the approval.

(2) The appeal must be started within 20 business
days (the “submitters appeal perlod”) after the day
ihe decision notice or negotiated decision notice Is
given to the submitter.

(3) If a person withdraws a submission before the
application is decided, the person may not appeal the
decision. .

(4) If an application involves both impact
assessment and code assessment, appeal rights for
submitters are available only for the part of the
application involving impact assessment.

 

 

a.

" Section 3.1.6 (Preliminary approval may override
local planning instrument) -

 

(5) If an application is processed under section
6.1.28(2), appeal rights for submitters for the
application are available only for the aspects of the
development that would have required public
notification under the repeated Act.

(8) If an application involves assessment against a
concurrence agency code, appeal rights for submitters
for the application are not available against the part of
the approval thal represents the concurrence agency's
response for the code.

Appeais by advice agency submitters

4,1.29.(1} An advice agency may, within the limits of

its jurisdiction, appeal to the court about the giving of a

development approval for a development application

if-

(a) the development application involves Impact
assessment; and

(b) the advice agency told the applicant and the
assessment manager to treat its response fo the
application as a submission for an appeal.

(2) The appeal must be started within 20 business
days after the day the decision notice or negotiated
decision notice is given to the advice agency as a
submitter,

Appeals for matters arising after approval given
(co-respondents)

4.1.30.(1) For a development approval given for a

development application, a person to whom any of the -

following notices have been given may appeal fo the
court against the decision tn the notice-

(a)a notice giving a decision on a request for
extension of the relevant period for an approval;

(b) a notice giving a decision on a request to make a
minor change to an approval.

(2) The appeal must be started within 20 business
days after the day the notice of the decision is given to
ihe person.

(3) Subsection (1)(a) does not apply if the
approval resulled from a development application
(superseded planning scheme) that was assessed as
if it were an application under a superseded planning
scheme.

(4) Also, a person who has made a request
mentioned in subsection (1) may appeal to the court
against a deemed refusal of the request.

(5) An appeal under subsection (4) may be started
al any time after the last day the decision on the
matter should have been made.

Page 70 of 17

Page 44

2009/1689

 

Division 9 - Appeals to court about other matters

Appeals for matters arising atter approval given
(no Co-respondents)

4.1.31.(1) A person to whom any of the following
Notices have been given may appeal to the court
against the decision In the notice-

{a) a notice giving a decision on @ request to change
or cancel a condition of a development approval,

{b) a notice under section 6.1.44? giving a decision to
change or cance] a condition of a development
approval,

(2) The appeal must be started within 20
business days after the day the notice of the decision
is given to the person.

(3) Also, a person who has made’ a request
mentioned in subsection (1)(a) may appeal to the
court against a deemed refusal of the request,

(4) An appeal under Subsection (3) may be
Started at any time after the last day the decision on
the matter should have been made.

Appeals against decisions to change approval
conditions under the repeated Act

4.1,334.(1) A person who fs dissatisfied with a
decision made on an application to change the
conditions attached to an approval given under
section 2.19(3)or section 4,4 of the repealed Act may
appeal to the court against-

(a) the decision; or
(b) a deemed refusal of the application.

(2) An appeal under subsection (1)(a) must be
started within 20 business days after the day notice of
the decision js to be given to the person.

(3) An appeal under subsection (1)(b) may be
Started at any time after the fast day a decision on the
matter should have been made.

Appeals against local laws

4.1.33B.(1) An applicant who is dissatisfied with a
decision of a tocat government or the conditions
applied under a local law about the use of pramises or
the erection of a building or other structure permitted
by the planning scheme may appeal to the court
against the decision or the conditions applied,

(2) The appeal must be started within 20 business
days after the day notice of the decision Is given to the
applicant.

For Building Works Only

Rights of appeal conferred by Section 4.2.9 of the
integrated Planning Act 1997 as follows:

Division 3 - Appeals to tribunals relating to
development applications

Appeals by applicants

4.2.9(1) An applicant for a development application
may appeal to the Building and Development Tribunal
against any of the fallowing-

a. —_,

? Section 6.1.44 (Conditions may be changed or
cancelled by assessment Manager or concurrence
agericy In certain circumstances)

(a) the refusal, or the refusal in part, of a development
application;

(b) a matier stated in a development approval,
including any condition applying {to the
development, and the identification of a code
under section 3.1.62

(c) the decision to give a preliminary approval when a
development permit was applied for;

(d) the length of a period mentioned In section 3.5.21
relevant period;

(@) a deémed refusal,

(2) An appeal under subsection (1)(a) to (d) must
be started within 20 business days (the “applicant's
appeal period”) after the Gay the decision notice or
negotiated decision notice is given to the applicant.

(3) An appeal under Subsection (1)(e) may be
Started at any time after the last day a decision on the
matter should have been made, .

The Registrar for the Building and Development
Tribunal may be contacted at the website

http:/iwww.localgovernment.qld.qov.aul
For Infrastructure Charges Only

4.1.36 Appeals about particular Infrastructure
charges

(1) This section applies to a person who has been
given, and Is dissatisfied with, an Infrastructure
charges notice or a regulated Siate infrastructure
charges notice,

(2) The person may appeal to the court against the

notice,

(3) The appeal must be started within 20 business

days after-

(a) if the notice is given because of a development
approval or master plan approval-the day the
applicant is given notice of the decision about the
approval; or

(b)  otherwise-the day the notice is given to the
person.

(4) An appeal under this section may only be about-

(a) whether a charge in the notice is so
unreasonable that no reasonable relevant local
government, State infrastructure provider or
Coordinating agency coutd have imposed it; or

(b) an error in'tha calculation of the charge.

(5) To remove any doubt, it is declared that an

appeal under this section can not ba about the

methodology used to establish the charge in the
relevant infrastructure charges schedule or regulated

State infrastructure charges schedule,

a. —_,_-

3 Section 3.1.6 (Preliminary approval may override
local planning instrument)

Page 14 of 17

 

 

 

 

 

 

 

 

 

se

Page 45

re

=.

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

      

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

woe, '
- 7 hi
a , i
Foundation Design Report
. Ground TEST SITE B 1 TESTSITE TEST SITE 3
Date: 19th April, 2010 Level © .
Project Job Number: ES98868-B Amended 19/04/2010 ! wal PP Dl vel PP oly ep ald
Site Address: Lot 13, No.13 Grant Street, Noosa Heads . q p| |.
Local Authority: Sunshine Coast Regional Council —=T) 2 SILTY SAND
Site Classification G14 pis | 4] 2 (Brown) nn
: . og 00:
(at time of Soil Test) : 4 2 yr "y
The site classification is based upon drainage and tree issues being addressed by the installation of adequate on-site drainage" \ fo 3
measures and the installation of root barriers as outlined in Section 2.0 of the STA Consulting Engineers Reference Guides. \ L aly dato (Brown)
‘The “p" classification is due to low bearing capacities encountered in the upper natural soil profile. This feport does not cover slope stability. If this is [Medium Dense 4 Dry & Medium Dense
required, it is recommended that an independent test be carried out by a qualified Geotechnical Engineer specialising in this area. * ——— 1
Site Details Proposed Building Design Details Proposed Site Preparation Details ' ‘ i § 440 '
(at time of soiltest) (supplied by our client) (stipulated by our client) 4.0m ‘ee I - - tye = = =} - 4- wee pon de toon occ deb gan
an , . tonto é A
Vegetation: Grass and Trees Double Storey [Medium Dense] Ts sf i (White/Grey)
Slope: Gentle to Steep Block and Cladding Cut / Fill / Blocked - up | soy} § 1150 4 F Dry & Medium Dense
Drainage: Good Concrete / Timber Floor ae wo tf 4 j |
e +
Site preparation erg a f ah t
The construction pad is to be cleared of vegetation and loose material. The pad is to be prepared in accordance with the proposed site preparation details Vee, wet M 4
as indicated to STA Consulting Engineers (i.e. total cut etc.) If any trees are removed from the building pad area, the voids created by their dt t ‘
removal must be excavated, backfilled and compacted with suitable material. oY | ' (White/Grey)
. eo Way Dry & Medium Dense
Edge Beam Slab and Pad Footings if saan
Founding Material ereeanent 2.0m a: i }
Edge Beam and Slab : Natural Medium Dense Sand 200mm ml ¢ POL
Pad Footings for Posts & Point Loads : Natural Medium Dense Sand 200mm Tas : Qwhiteiorey) b
: i ry & Medium Dense
'
I Minimum Depth of Pad Footings : | 1000mm | 2.5_| ‘ END
'
Where the depth to suitable founding material is significant, excavated or drilled piers can be adopted. Where the length of drilled footing piers exceeds ,
2000mm, they are to be reinforced with 4/N12 bars tied ta an R6 spiral @ 150mm pitch or equivalent & tied into the Edge Beam Footing cage. — 1
Alternatively an equivalent pre-fabricated steel cage may be adopted. 4
Pad Footings for P and Point Loads 3.0m
Pad footings must be placed under all posts and point loads. The pad footings are to be piered to the nominated founding material and minimum depth as
specified in the above table. Pad footing depths may be reduced where refusal on shallow rock is encountered, providing bracing and tie-down Laboratory Test Results Site Sketch (Not to Scale )
Tequirements are not adversely affected. When the required bracing and tie-down requirements are not attained rock anchors must be utilised. STA
Consulting Engineers must be notified of all load bearing walis and point loads prior to construction.
Sample Location:- NIA
Masonry Articulation
All masonry walls, except retaining walls, require full height (footings to eaves) articulation @ 10 metre spacings (maximum). Refer the Building Code of Depth of Sample:- NIA 8
Australia, Vol 2 - Part 3.3.1.8. a
Certification of Soils and Design Report - Obligations of Builder and Home Owner/Occupler Liquid Limit tA t
The performance of the footings and slab or both is largely depended upon a responsible approach by the builder and owner/occupier towards vegetation : (Approx.3%)
and site drainage. Linear Shrinkage:- NIA
THE DESIGN DOCUMENTATION REFERENCE GUIDE VERSION 6002 2.1, (Download PDF copy from www.staconsulting.com.au)
1. Is part of this Foundation Design Report and this Foundation Design Report cannot be relied on without it; Y's Value:- NIA
2. Must be read and understood by the builder, C YN
3. Contains requirements and recommendations, and all requirements and recommendations must be complied with by the builder; Issi- NIA
THE HOME OWNER’S REFERENCE GUIDE VERSION 6002 1.4. (Download PDF copy from www.staconsulting.com.au)
1. Is part of this Foundation Design Report for the use of the homeowner/occupier; Y's Value:- NIA 4
2. Must be read and understood where appropriate by the homeowner/occupier, .
3. Contains requirements and recommendations, and all requirements and recommendations must be complied with by the hameowner/occupier;
4 , : 4m
Where there is ANY FAILURE of the builder or homeowner/occupier to comply with the above obligations then the RESPONSIBILITY for ANY FAILURE Y's Range 7 —— —-—
rests with the builder or homeowner/occupier. ! So 4
Y's Range:- 5to 16 i
7m
Terms
D.C.P.:- Dynamic Cone Penetrometer | O
e.UUT Allowable Bearing Capacity (kPa}
A a Pocket Penetrometer Strength (kPa) LOT 13 (No.13) GRANT STREET
B’Sc., MIE Aust (Civil, Structural) RPEQ #4425 Unable to Penetrate NOOSA HEADS
Slope Direction

 

Test Methods: AS1289 3.1.2 (liquid

 

 

 

 

t

it), 3.4.1(linear shrinkage), 7.1 -1(shrink-swell)

é

 

 

  

Design Company A Client
STA CONSULTING ENGINEERS ‘ é Monte Constructions
Unit 6, 848 Boundary Rd, Richlands, Qid, 4077 CONSULTING

ACN 129 441 890 Fax (07) 3375 9299 Ph.(07) 3363 8181 ENGINEERS PO Box 8425, Woolloongabba Qld 4102 j

 

a

!

 

Site Address} -- |
Lot 13, No.13 Grant Street, Noos
f

i

a Heads

Page 1 of7

 

|

 

Page 46

 

 

 

 

 

 

 

ay

Project Job No. ES98868-B Amended 19/04/2010

 

 

 

 

 

  
   

q
t
(
‘
1
1
t
1
~ 1
1
'
Zone of '
Proposed Influence . ‘
Poo! ue (
oc '
|. - q
fe
went 00 !
748 Min 1
ett. 30.) tee eee

Piers to be founded 300mm below the
zone of influence of the proposed pool.
It is recommended that the pool is excavated
prior to the construction of the dwelling.

If the paol is excavated after the dwelling
STA Consulting Engineers will take no

ity for damage caused by the

use of a rock breaker or simitar.

 

     
         

Continuous
Footing

10m———_

a
wo hb
gS § 1
meee tenet estate

N
3

3

 

 

 

 

 

 

 

 

 

Slab Fabric
35 Bottom Cover
(If Fill Uncompacted)

Where the depth to the founding material is significant footing piers
must be placed as per the details below. The piers must be
located at the maximum spacings as shown below, and at comers

of the edge beam including “

 

5 ee OO ee Oe

  

 

 

 

 

 

 

 

 

Probably Required Here

(lf

Keim

| 2.5m

 

Large Step

Slab Piers

4
Issue Issue Description (Not to Scale)
Ween eee eee . sD Original Soil Test & Foundation Design
$Da Amended design to match new plans
'
'
'
'
Poot cemne ar
ocation
1
1
'
'
'
1
,
,
'

  

  

lt Uncompacted)

Large Step

Stab Fabric
Edge Beam
Footings

Footing Piers
Probably Required Here

FOOTING PIERS

Slab Mesh, 35 Bottom
Cover In Fill Areas

\

 

 

itersections and bay windows.

] 7

— 50

Large Step

 

  

Blocked-up
Footing

         
                           

3L8TM
1500 Long

Large Step

 
   

SLAB PIERS

‘\

6 Wires

1200x1200 Piece Of Slab
Fabric, 35 Top Cover

/ \

Ze 350MM

jx— 2.0m phe — 2.0m —>}

 

 

2000 Long

Block
Retaining Wall

450 Diameter
Pad Footings

   

  

{ Legend :-

 

Symbols

Descriptions

 

- 350 Diameter Drilled Pier (Unreinforced)

 

~ 350 Diameter d Pier Reinforced
with a minimum of 3L12TM unless
otherwise specified.

 

8

 

 

 

 

- 350 Diameter Stab Pier

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

f - Slab Fabric
Ofh
' i
QUGHEWEE, \ - Slab Thickening
LKEEZG NN - Slab Thickening under Load Bearing
Wall (if required).
WH): - Location Load Bearing Wal within 1m
Za

of Slab Thickening

 

 

 

 

 

Design Company

STA CONSULTING ENGINEERS

Unit 6, 848 Boundary Rd, Richlands, Qld, 4077

ACN 129 441 890 Fax (07) 33759299 Ph.3363 8181

 

CONSULTING
ENGINEERS

Client ae
Monte Constructions .
PO Box 8425, Woolloongabba Qid 4102 h

Site Address
Lot 13, No.13 Grant Street, Noosa Heads

Page 20f7

 

 

 

 

 

 

Page 47

Edge Beam

{Cladding
Starter [email protected] e/e
J Slab Fabric
y

Slab Thickenin

 

Step Down

100mm Thick Slab

 

 

 

FSL ann Compacted Fill 1 I t
1 i >
| Vapi Barrier Min 50mm IK 300 >| i
‘ Required Lap
400 \ Bedding Sand Note: of two squares
| Trench Mesh Bar chairs @ 800mm Ctrs.
Vv as Starter Bar R6 Ligatures @ 800mm Ctrs.

 

 

N12 Comer Bars

Trench Mesh, .

Require a lap of 500mm
around outside corners of
footing reinforcement

 

 

 

 

 

Slab Mesh, Top 20mm Cover
Trench Mesh, Cover 40mm Bottom Cover

Step Down Thickenin

 

 

Trench Mesh

 

 

Step > 200mm
but < 2D

x

D0 Footing Beam

~~
—>| 150 ke~

    

 

 

 

 

 

 

Steel Reinforcement Product Code Steel Strength
Slab Fabric SL82 500 Grade
Edge Beam & Thickening Reinforcement 3L12 TM 500 Grade
Reinforcement Bars & Starter Bars N12 Bar 500 Grade

Concrete Strength 20MPa

 

 

 

Note* Footing & Slab Edge must be vibrated.

* Trench Mesh and steel reinforcement must have a minimum 500mm fap.

* All bottom steel must have 40mm bottom cover.

 

 

 

Code - S8

 

 

 

 

 

 

Knock out Block
or Formed Edge
\.
200 >
~M

 

(200 Series Blockwork)

oe

 

 
 

 

1600
Max

Project Job No. ES98868-B Amended 19/04/2010

 

 

Large Step Down

(200 Series Blockwork}

Blockwork &
Knock out Block fg 1¢  Starterbars

 

 

 

 

 

 

 

 

 

+ ne ne the intel ee dieing I Ames
wn

 

 

FSL

 

 

 

+—— 55 Cover

or Formed Edge | by Others
2 SSS ee Slabs as per
2 Slab as per a x \. a <—_
~~ Report 200 | ' ————— Peron
“ .

. Wt 500 Min |

>

Reinforcement Bars as. 1600 }— 55 Cover
per Table Below Max

Reinforcement Bars as
per Table Below

 

 

Waterproofing to be placed as per the
[<— manufacturers specifications

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

| __ Reinforcement Bars A.G.Drain
400 <—)__ 300 Min Embedment 300 to efficient
v OT outflow
ne AL
A i
40 Cover | 3L127M Reinforcement Bars
350 400 | 300 Min Embedment
! bet
yy ct
\
* 4u11TM
40 Cover

ae

Notes:

 

- Retaining wall footings to be founded to the
recommended founding material as per page
1 of the report.

- All excavations to be finished cleaned and
harizantal.

- The retaining wall is not to be backfilled for
a minimum of 1 week after concrete core filling.

~ All cores to be infilled with concrete grout -
18MPa minimum,

~ Concrete is to be vibrated / rodded into the
black cavity.

- Walls over 1600 high to be propped at 2/3 of
height. Temporary props not to be removed
until slab has been poured.

  

Btocked Up Retaining Wali Specifications

 

 

 

 

 

 

 

Wall Height Reinforcement
0-600 N12 Bars at 1000 Centres
N12 Bars at 400 Centres
600 - 1200 ‘Horizontal and Vertical
N16 Bars at 400 Centres
1200 - 1600 - Horizontal and Vertical

 

Note* Fos
“Trench

oting & Wall Cavity must be vibrated. = ' -
Mesh and Steel Reinforcement must have a minimum S0omm fap.

* All bottom steel must have 40mm bottom cover.

 

 

Design Company _.

STA CONSULTING ENGINEERS

Unit 6, 848 Boundary Rd, Richlands, Qld, 4077

ACN 129 441890 Fax (07) 33759299 Ph.3363 8181

  

Client
Monte Constructions

PO Box 8425, Woolloongabba Qld 4102

CONSULTING
ENGDINGERS

 

A ae

Site Address
Lot 13, No.13 Grant Street, Noosa Heads
Page 3 of 7

 

 

 

 

Page 48

 

 

 

Slab Fabric

Block Retaining Wall Specifications
(200 Series Blockwork}

 

Min 1:20 Falt
—

 

 

 

55 Cover

 

 

1600 .
Max Reinforcement Bars as

per Table Below

Granular
Non-Compressible
Free - Draining
Back

 

 

 

 

Waterproofing

 

 
 

 

 

 

rE A.G.Drain
} to efficient

Oo he nutiow

 

 

 

Retaining Wall Specifications

Starter Bars at
400 1.0m Centres :

 

 

 

v <J-— 31127

ko

fe
Base Width

 

 

 

All bottom steel must have 40mm bottom cover.

Notes:

 

 

- Retaining wall footings to be founded to the
recommended founding material as per page

 

1 of the report.
- All excavations to be finished cleaned and

 

horizont:
- The retaining wall is not to be backfilled for

 

 

a minimum of 1 week after concrete core

 

 

- All cores to be infilled with concrete grout -
418MPa minimum.
- Concrete is to be vibrated / rodded into the

 

block cavity.

 

 

 

Wall Height Base Width Reinforcement
0 - 600 500 N12 Bars at 1.0m Centres
800 600
N12 Bars at 400 Centres
1000 700 Horizontal and Vertical
1200 900
1400 1100 N16 Bars at 400 Centres
4600 1200 Horizontal and Vertical

- Waterproofing to be placed as per the
manufacturers specifications

 

 

 

Note* Footing & Wall Cavity must be vibrated.

* Trench Mesh and Steel Reinforcement must have a minimum 500mm lap.

* All bottom steel must have 40mm bottom cover.

‘
'

Project Job No_ ES98868-B Amended 19/04/2010

 

 

Continuous Footin

 

 

 

 

 

 

 

    

 

 

 

 

 

Single Skin Block At Engaged Piers
if
Tt Reinforcement
iyo as per Structural Engaged Piers
Block Face ad . Design Plans
' ‘ Reinforcement
1 as per Structral
1 Design Plans
‘
‘
600 . . 600
Footing Reinforcement t
(tench mesh, 40mm cover)
Wow

 

Plan View

~ Widen Footing
under each Pier

Reinforcement
as per Structural
Design Plans.

Engaged Piers

  

 

 

 

 

 

Footing Reinforcement
(trench mesh, 40mm cover)

 

 

 

 

 

 
 

 

 

 

 

 

 

 

 

 

Footing Reinforcement

(trench mesh, 40mm bottom cover)

 

Block Face

Stepping Strip Footing

zx
Step > 200mm
but < 2D

¥

DB Footing Beam

    
 

 

 

 

Y~
| 150 fe
Steel Reinforcement Product Code Steel Strength
Continuous Footing Reinforcement 3L11 TM Cage 500 Grade
(Top and Bottom) Concrete Strength 20MPa

 

 

 

 

 

Notes:

* Continuous Footing must be vibrated.

* Trench Mesh and steel reinforcement must have a minimum 500mm lap.

* All bottom steel must have 40mm bottom cover, bar chairs are to be placed
at 800mm centres, R6 ligatures at 900mm centres.

F600

 

 

 

Design Company

STA CONSULTING ENGINEERS

Unit 6, 848 Boundary Rd, Richlands, Qld, 4077
ACN 129 441 890 Fax (07) 33759299 Ph.3363 8181

Client
Monte Constructions *
PO Box 8425, Woolloongabba Qld 4102

 

CONSULTING
ENGINEERS

 

Site Address
Lot 13, No.13 Grant Street, Noosa Heads

 

Page 4 of7

 

 

 

 

 

 

Page 49

Pad Footing Specifications

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Ee ee

 

t a

{

Project Job No. ES98868-B Amended 19/04/2010

Technical Notes

 

Earth Works Specifications

 

Batter Angles for Embankments:-

 

    

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 

 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Steel Posts It is the builders responsil ta ensure that the site works do not undermine or place additional surcharge on any existing structures.
If this can not be achieved STA Consulting Engineers must be contacted prior to any site works being undertaken.
Batter angles must comply with local government requirements and are to conform as follows (Figure 1). LU
Figure 1. >| notural Ground tine
Steel Column 12mm Plate Fill Embankment
200 x 200 Steel Column :
FSL fun CFW to i % Cut
x ‘olumn \ ‘ Cut Embankment
M i i
= FSL |
= Y Line
600 Min ' Tarel Groune H = less than 2.0m
Pad Footing Depth Embedment :
Refer Page 1 2 4x%N12 Bars ial T |
Pad Footing Depth { welded to plate Matenal Type Stable Sand Silt Clay Soft Soils
150 Refer Page 1 RE Ligs ac 236 oo" (Refer Bore Logs) Rock Firm Clay | Soft Clay
+ Min a Embankment Stopes Compacted Fill 2:3 1:2 1:4 4:2 Not Suitable } Not Sultable
Height Length
>| | | < v (Helg ath) Cutting 8:1 2:3 1:4 1:1 2:3 Not Suitable
somin’| * “' [*s0min
Note: Retaining walls or other forms of soil retaining methods must be adopted where the slope ratio is greater than that
Di A580 450 indicated in the table above
iameter .
Diameter Fill Material and Compaction:-
Organic material, highly reactive clays and large rocks are not suitable for use as fill. The fill is to be spread in 150mm layers and extensively
track rolled with a drott. All earthworks to be carried out in accordance with the full requirements of AS3798-1990, Guidelines for Earthworks for
Commercial and Residential Developments.
Orainage:-
The extemal finished surface surrounding the dwelling must be drained to move surface water away from the building and graded to give a slope
< of not less than 50mm over the first 1m away from the building.
Timber Posts ¥ 8
Reinforcement Specifications
Steel wire reinforcing fabric and bars to conform with AS1304 - Hard Drawn Stee! Wire Reinforcing td Reint Figure 2.
Fabric for Concrete) and AS1302 - Steel Reinforceing Bars For Concrete. forEegtinas
Lap Lengths
Timber Post ~—— Timber Post Trench Mesh - 500mm in a straight line, or to the far face at “T" and “L" Intersections
Steel Bars - "N" Bars - 35 times the bar diameter. 50 Min
5 212 Bolts 2M12 Bolts Comer Bars - required at all "T” and “L" intersections. Refer to the design drawings for Cover _-
the appropriate construction details.
FSL FSL Slab Fabric - One full panel of the fabric, so as the two outer-most transverse wires of each sheet Ry ke-sl le ;
x are overlapped. As shown on the below detail (Figure 3). 50 Min 200 50 Min
1 Cover Widih Cover
50 x 6 MS Stirrup Stirup as per - As per AS2870-1998, where extemal beams are
Manufacturers Figure 3, wider than 300mm, an extra bottom bar of equivalent
Pad Footing Depth Pad Footing Depth Specifications — —— —— sdalonal wath, For campos fommwide
Refer Page 1 t-—- N12 Rod Refer Page 1 200 x 200 Squares. 200 x 100 Edge Square footing requires 4 bar trench mesh 300mm wide.
7 v K Concrete Specifications
100 (Min.) f 400 (Min.) The concrete must have a strength at 28 days of not less than 20MPa unless otherwise specified on the foundation cross section, a 20mm nominal
450 450 aggregate size and have a nominal 80mm slump. Water must not be added to the mix to increase the slump to a value in excess of that specified.
Diameter Diameter Concrete must be placed and compacted/vibrated with good building practice. In hot and windy conditions concrete must be cured by covering with
plastic sheeting, spraying with a liquid membrane curing compound or ponding water on the top surface. The concrete must be manufactured to
camply with AS3600-2001 - Concrete Structures.
Design Compan : A ;
gn Gompany Glient ~ Site Address

STA CONSULTING ENGINEERS
Unit 6, 848 Boundary Rd, Richlands, Qld, 4077
ACN 129 441 890 Fax (07) 3375 9299 Ph.3363 8181

 

CONSULTING
ENGINEERS

 

Monte Constructions
PO Box 8425, Woolloongabba Qld 4102

Lot 13, No.13 Grant Street, Noosa Heads
, Page 5 of7

 

 

 

i
'
a

y

 

 

Page 50

'
i

‘

Project Job No.

 

|

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

EDGE BEAK ‘SLAB THICKENING

NORMAL

FOOTING

Foor oe ee
4

wh v8 6 z 8
4
75MM MIN. FROM BOTTOM REINFORCEMENT

EXTRA DEPTH

Leaalng Requirements,

 )

25mm (min)

REINFORCEMENT

 

SLAB THICKENING DEPTH MUST NOT B&
REDUCED FOR PIPES

   

LOCAL DEEPENING

L_ ‘SLAB MESH

75MM MIN. EXTRA,
DEPTH REQUIRED

al

  
 

i MESH

  

 

THE FOLLOWING,

 

(CUTTING THE REDIFORCEUENT STEEL TO GO AROUNO THE PIPE
50MM

(GENOING THE REWWFORCEMENT STEEL TO GO OVER THE PIPE

OTE:

‘SPECAED FOQTUIG AND ELAR TOCKEMUNG DEPTH Au!D COVER REQUIREMENTS MUST BE MALNTALNED.
WHERE SENVICE PIPE ONTERPERED WITH COVER TO STEEL OR CONCRETE DEPTHS THE FOOTING MUST

BE LOCALLY DEEPENED AS SHOWN BELOW.

PARTICULAR ATTENTION SHOULD @E PAID TO THE PROVISION OF FLEXIBLE SERVICE CONNECTIONS AS,
DETAILED IN A, 3900 “THE NATIONAL PLUMEING AND ORADAGE CODE - 1696 GM ALL CLASS "W7 AHD E SITES,

Pipe Strapping Detail

 

i 1000MM |
ot >

1000MM

 

 

 

3112 TM to be placad to underside
of slab mesh avertapping pipe penetration
by 500 mm both sides of pipe.

    

Front View

 

 

 

 

 

Edge Beam
Footing ——>y

 

 

 

 

 

3L12 TM with sont Pipe & Support Centres for Strap as per AS3500 2.2 Section 9.2 & Table 9.1
lap both sides of pipe | Sian Baye Lagging
penetration
— }<— Starter Bar
per report
Edge Beam
Footing

 

 

Stab Fabric = - = - -- p= - AGA -- oe fO--
“Chairs Adjacient to Straps ———y/

Minimum Fi over Pipe

 
 

\ snes Steel Strap
Attached to Fabric

 

 

 

NOTES: THE FOLLOWING NOTES AND DETAILS PROVIDED ARE A QUIDE ONLY FOR
ARTICULATION FOR SANITARY PLUMBING, ORAIMAGE AND SHOULD BE READ IN CONJUNCTION
WETH ASINZS 3500, AS 2870 AND ANY OTHER RELEVANT STANDARD AND OTHER
REQUIREMENTE OF THE B.A,

1ALL DRAING INSTALLED IN GROUND THAT (3 FILLED, UNSTABLE, EXPANBIVE (2.0.U, 4, E

FO ALLOW MARRUUL (+) CA (4 MOVEMEST. A MENTLN 15" BEND 20 BE INSTALLED BEFORE
SIMVEL JODITS 70 ACHIEVE MINIMUM GRADES FROM THE FACE OF THE FOOTINGS

For this particular site, the following minimum requirements may be adopted :-

7..DETAIL AND SUPPORT OF TRAPS AT THE 0.8.0. TO BE CONCIOERED ON SITE, TO ALLOW

POR POTENTIAL MOVEMENTS. THE O.R.G. SHOULD BE CAST IN CONCRETE MONOLITHICALLY WITH
‘THE FOOTING BYETEM ON CLASS M AND E GITES,

4-ALL PVC PE WORK PASCING THROUGH CONCRETE MUST HAVE 254 LAGQING

S[BTORM WATER SYSTEMS THAT COLLECT ROOF WATER AND GURFACE WATER ARE REQUIRED

COMSTRUCTION ENCULD BE ARTICULATED TO ACCOMMODATE GRGUNO MOVEMENTS WHTHOUT
CEAKASI

12-EEPTIC TAYKB AND ABSOCIATED ZOAKAGE AREAS SHOULD BE LOCATED TO MiNRASE GOL.
AIGISTURE DICREASES WITION THE FOUNDATION. JOUITS In PLUMBING PIPES WITHON 3.0
METRES OF THE HOUSE UNDER COKSTRUCTION SHOULD SE ARTICULATEO 10 ACCOMMOOATE
‘GROUND MOVEMENTS WITHOUT LEAKAGE. BEPTIC TAXKS IN PARTICULAR REQUIRE CAREFUL

REFER TO THE GURLDIND DESIGNER

{SALE OCTARS ARE INOICATIVE ORLY. DESIGN OF PATHS FOOTING ETC. AKD LOCATION OF
PENETRATIONS 10 GE SPECIFIED BY AN ENGINEER

{G-PROMSIONS SHOUL BE MADE FOR THE CORNECTION OF OVERFLOW OR WATER CISCHARGE
PROM POTURES SUCH AS HINA. AND ACC. TO A DRAB AS REQUIRED BY THE RELEVANT
LOCAL AUTHORITY.

APLEXPECTED MINILAS REOUIRMENTE FOR EXPANSION AKD ALLOWAELE RELATION BY FITTING
AS FOLLoMS:

 

 

 

 

 

 

 

 

SITE CLASS MINIMUM REQUIRED EXPANSION JOIN CAPACITY ALLOWABLE ROTATION
"Ss" MINIMUM 25MM LAGGING THROUGH FOOTINGS NOT APPLICABLE
Where a cut/ill site preperation is undertaken, ail pipes within the fill aspect of the site MUST adopt
the following untess compaction certification in accordance with AS3798-2007 is supplied :-
SITE CLASS MINIMUM REQUIRED EXPANSION JOIN CAPACITY ALLOWABLE ROTATION
"Pp" 15°
- Pipes to be strapped / hung from slab mesh (refer detail)

 

 

 

 

 

 

Note: These details are to be used as a guide only. Where it is a requirement of the relevant Local Authority for these details to be
adhered to, any variations or modifications shall be directed at the Local Authority as per AS2870-1996 Section 5.5.4 clause (d) -
Alternatively, STA Consulting Engineers can be commissioned to undertake an under slab drainage design for site specific circums

4

Site

Classification
“Bis”

east!

eee

—-.

|

tances ,

OVERLAP PIPES 150MM

 

DOWN PIPE

MINIMUM AS SHOWN.

GROUND

‘SURFACE FALL

1:50 MIN

 

 

  

 

 

 

 

“EXPANDA™ JOINT (LUBRICATED WRAPPED IN

   

 

2 LAYERS OF 200 MICRON POLYTHENE AND
SEALED WITH PRESSURE SENSITIVE TAPE TO
EXCLUDE SOM PARTICLES}

    

OR OTHER APPROVED

TYPICAL UNDER SLAB-EDGE BEAM / WAFFLE POD

 

      

PROVIDE VISUAL SPACE
[LV TO COMPLY WITH AS3660.1

 

 

SELECTED

x

OR OTHER

 

+——

STORM WATER
DRAINAGE PIPE

ALLOW PIPE WORK TO MOVE
VERTICALLY INDEPENDANT
OF BUILDINGS:

 

       

A

 

 

 

TYPICAL STORM WATER DETAIL {ALTERNATIVE}

FLEXIBLE JOINT BETWEEN

SLAB AND WALL

GRATED DRAIN
\ —™

 

ah PROVIDE VISUAL
|_- SPACE TO COMPLY
(| WITHAS. 3660.4

 

 

 

 

         

SELECTED ARTICULATION

FLEXIBLE JOINT

INGROUND-
PIPE WORK

T

 

  
  

 

 

=<yYy

 

 

[ SLAB TO BE TIED
BACK TO THE
BULDING TO
MINIMISE FORCES
ON THE PIPE WORK
WHERE SPECIFIED
BY AN ENGINEER

 

 

OOWN PIPE TO GRATEO DRAIN DETAIL

      

‘SELECTED ARTICULATION JOINT
E.G. STORM PLASTICS “SWIVEL JOINT”

FLEXIBLE FITTING INSTALLED TO
MANUFACTURES RECCOMMENDATIONS

E.G. STORM PLASTICS “SWIVEL JOINT

FITTING INSTALLED TO.
MANUFACTURES
RECOMMENDATIONS,

DETAIL

9
8
3
ay
84

FINISHED

75 MIN,

a
8
2

ES98868-B Amended 19/04/2010

 

 

 

QETAILS AND SPECIAL
REQUIREMENTS FOR
SUPPORT AND JOR
PROVISIONS OF
ARTICULATION WN PIPE
WORK FOR ALL UNDER
SLAB DRAINAGE ARE ONLY
REQUIRED WHERE
SPECIFIED BY THE DESIGN
ENGINEER FOR THE
RELEVANT SITE
CLASSIFICATION AND /OR
AS REQUIRED BY

AS. 3500 OR AS, 2870

 

 

ARTICULATION JOINT

APPROVED FLEXIBLE

ADDITIONAL LAGGING TO
O.R.G. TO LOCAL COUNCIL

 

 

 

 

 

 

PIPE FROM FIXTURE, >

 

1

 

 

 

i
Rw

DOWEL BARS TO
ENGINEERS DETAIL
(IF NOT POURED.
MONOLITHIC WITH
FOOTINGS )

yy ON

Ww

 

 

CONCRETE-ENCASED O.R.G.
I (POURED IN-SITUMONOLITHIC

 

 

SPECIFICATIONS

WITH FOOTINGS)

TYPICAL SECTION AT 0,R.G. TO PREVENT SHEAR AT FOOTING FACE

MIN 1$ DEGREE BEND TYPICAL

SELECTED ARTICULATION JOINT

E.G. STORM PLASTICS “SWIVEL JOINT”
OR OTHER APPROVED FELXIBLE
FITTING INSTALLED TO
MANUFACTURES
RECOMMENDATIONS N

 

 

 

 

 

“EXPANDA" JOINT (LUBRICATED WRAPPED IN
2 LAYERS OF 200 MICRON POLYTHENE AND
SEALED WITH PRESSURE SENSITIVE TAPE TO.
EXCLUDE SOIL PARTICLES

TYPICAL PIPE THROUGH FOOTING DETAIL - SECTION

LOCATION OF PENETRATIONS

 

 

  

~

TO ENGINEERS DESIGN
BACK FILL WITH COMPACTED CLAY SOILS OR SELECTED ARTICULATION JOWT E.G. STORM
LAGGING PLASTICS “SWIVEL JOINT” OR OTHER APPROVED
EQUIVALENT TO FORM IMPERMEABLE LAYER TO OR SLEEVE NST To ACTURES
ALL TRENCHES WITHIN 1S00MM OF THE BUILDING (— ecouENDATIONS ALLEL MANUF
5 e FOOTING
sls 4
ale NATURAL SURFACE
=
4 —_
Zlzg
x
EES
APPROVED BEDDING
MATERIALS TO.
APPROPRIATE COVER

 

 

CLAY PLUG TO FULL
DEPTH OF BEODING
AT FOOTING ZONE.

 

 

 

WIDTH VARIES

TYPICAL TRENCH DETAIL

        

 

“EXPANDA” JOINT (LUBRICATED WRAPPED IN
2LAYERS OF 200 MICRON POLYTHENE AND
SEALEO WITH PRESSURE SENSITIVE TAPE TO
EXCLUDE SOD PARTICLES

 

 

TYPICAL CONNECTION FROL PIPE WORK TO BRANCH LINE DETAR

 

 

Design Company
STA CONSULTING ENGINEERS
Unit 6, 848 Boundary Rd, Richlands, Qld, 4077

ACN 129 441

con
890 Fax (07) 33759299 Ph.3363 8181

 

Client

Monte Constructions

SUUTING
ENGINEERS

 

t

PO Box 8425, Woolloongabba Qid 4102 #

Site Address

 

Lot 13, No.13 Grant Street, Noosa Heads

Page 6 of 7

 

 

 

Page 51

Project Job No. ES98868-B Amended 19/04/2010

 

, Compliance Certificate for building Design or Specification 1 5

WIND CLASSIFICATION

 

 

NOTE

An authorised representative of STA Consulting Engineers has visited the above
site and classified the area by using AS 4055-2006.

This is to be used for the purposes of section 10 of the Building Act 1975 andlor 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 QDC. A building certifier (Class B) can not give a
certificate regarding QDC boundary clearance and site cover provisions.

WIND LOADING ASSESSMENT Not Requested Site

Classification

 

1. Property description

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

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

The description must identify all land the subject
of the application.

The lot & plan details (eg. SP / RP) are shown
on title documents or a rates notice.

e: the plan is not registered by title, provide
previous lot and plan details.

 

a “DiS”
Street address (include no., street, suburb / locality & postcode)
Lot 13, No.13 Grant Street, Noosa Heads |

Postcode |
Lot & plan details (attach list if necessary) :
In which local government area is the land situated?
[ Sunshine Coast Regional Council

 

 

 

 

 

 

 

2. Description of component!s certified
Clearly describe the extent of work covered by this
certificate, e.g. all structural aspects of the steel
roof beams.

 

Foundation Design

 

 

 

 

 

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.

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

 

tion, €.g.

Design Criteria - 8cA - Building Code of Australia, AS1170.2-2002 SAA LoadingCode, AS3600-2009, Concrete

 

 

 

Structurers, SAA HB28-1997 The Design of Residential Slabs and Footings, AS2870-1996 Residential Slabs & Footings.

 

Project Job Number ES98868-B Amended 19/04/2010 |

 

 

 

5. Bu

 

ing 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
it n, 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 applying 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,

Name (in full)

 

 

 

 

 

| Angelo lancu ]
Company name (if applicable) Contact person

STA Consulting Engineers Angelo lancu
Phone no. business hours Mobile no. Fax no.

[_ (07) 3363 8181 | | N/A | [ (07)33759299

 

Email address

[ bookings@staconsu Ng.com.au

Postal address

Unit 6, 848 Boundary Road, Richlands Qld |
Postcode 4077 |

 

 

 

 

 

Licence or registration number (if applicable)

[ B.Sc..MIE Aust (Civil, Structural)RPEQ#4425

 

 

 

 

7. Signature of competent person
This certificate must be signed by the individual
assessed by the building certifier as competent.

 

 

Signature /. - 2 Date

[44 AL ___ > _} [20 April 2010

LZ

Digitally signed by Angelo lancu
DN: c=AU, st=Queensland, |=Richlands, o=STA Consulting Engineers,
cn=Ancelo lancu, [email protected]

 

LOCAL GOVERNMENT USE ONLY _
| ]

 

Reason: | am approving this document
Date: 2010.04.20 10:07:26 +10'00'

CONSULTING
ENGINEERS

 

 

 

L - es

The Bullding Act 1975 Is administered by the
Department of Infrastructure and Planning

 

Client

Monte Constructions
PO Box 8425, Woolloongabba Qld 4102

Queensland Government
Deparcnent of tufretrochos ered Pierre beg

 

CONSULTING
ENGINEERS

Page 7 of 7

 

 

 

Page 52

Sn SE

 

Erosion and Sediment Control Plan

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

      

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

8 TReRus tr Aumeoams rene 5000 tre Read sgt t
Revmorautnaais merase eaeee a ce es REE TEES ate Rakosaler tt below deck = 55°20" 19.970
AS meatont acs ane ae
wei garam aay mney ci SPRUE wees
Pon ge fare Stati ncenerecare tom emecstm Eviating arptad, Relate tank aver pa
NAAOGRE HERS EOATE Te, Liaupvgwrmeme tasters meee tage NP fee eee
RE SQATAATTOA fdlh $f AC Shwe ZL Fgh Ta AMOR Rae an Rear Ties ukd ronan vie me
SSE ae aa ads rece Sentero mace meni ees, Nal ~ = -- 2 _ EASEMENT AD
A eearamcrsn vole mewewrroaeare , noe nari serene Ffsziiafe- a.
hms it atest we wen > ‘SSMMinn tenner rr We nso eco 1%. — SL 13.78 ag Pee ee
elemanites sees 4, rpaeaey ages pone a paaostan rom tbe Tatts sss
Seer eg nun nernemennc EEE er a ae | ~ 1
Sediment tence. \ pe Freid gully
\ é ) Poo! a! | Seeder fere
\y {il
| — etd guy
Legend pvc pie. k ‘SL “A LL!
~e ourtyard 5
Fores es iS “T re -
15 argc Sema Ent IT unit 2 See ifs
FT scan 6 ‘IB
Sess ares IL ~ | WF
EX |
Fieki guy
.. Zz
mA i ‘tank overflow
wees — CAN senme
fe drain, ° 5000 fire Round aqust
8 * HS Rainwater tank belaw courtyard
~~ |
| \
és 48
‘stip drain. |
al |... PYG stormwater pipe.
= way
<n LS
: i
ES aed '
a Pap —
‘
'
& HL °
” ~
- __
te PB A . I 1 y—— Sediment fence
unt ta
' 4 ~
--- '
'
‘ p LA
SILTATION CONTROL AT GULLY PIT (EXISTING!
ate 1 undererot yy * Field guy
(ac mavce) At tasasg GAL PT OER 10 7 WHEE BETTER wet hea
*s }— Fietd guity
1g 8
Ghako
Down Area wee
ao
2% .

2 Chet ene iD eoecepacnec Gace

 

A te atecrrrtre ate aa oe eens

{2 MeSEDaT GAZD © oe borne

Shake Down Area

6 arn a pot Se

Sediment Fences

 

 

 

 

 

 

 

 

 

 

DOSS r Hee

Be aN a ‘322° 55°20" 19.929 ’ x *
weer yr Bt / Sediment tence
woe . Sot les 4 a,

back of kerb

 

 

(= ‘edge of bitumen SS
AY tLeaerbox
Mea

SCREENING BAG

OVERFLOW

      

FRAME

 

 

70a le a proven calchglt Wow Gawlpned © be eaally reaohiiad
‘Slormwutgy catchpla, raqullag np construction of land take, 1 removes w significant porton of asdimart,
‘ach, debris and other potlutants trom water santaring the etomrmaler system, and! can be inetaliad In

‘Mederatafhigh removal rata and a moderate maintenance requrement,

‘The EnviroP od fp also etoctve as m pretrwatmen device for use in « trextment train with hydrodynamic
‘separators, ftration, ponds, ewalas and wedands, In mary caxas, Ie often the mest practical eotution for
retrobs,

Inepandanty ited and edb ty councta rwoughout Ausvaka and New Zealand ard wh
snelaton ove 7000 ints edt Narn rare bm EMecPaD Pat fa partes ae.

Design und Operation

Maintenance

Malntanance of the Ervitood ts wasy und etvalgtt forward, Simply tt the ereuning bag froxn ha Irarne
and dump out the captured pefitanta. Altornatively, the bag can be vacuumed for even faster
mamtenance. if necessary, repisée the ot absorbent media bags.

Capabitition
Captures aedtment, tosh, debris and other pollutants betore they enter the stow drain system
Fite curt indat anc flat-geado gully pit
+ Gasy sccest — mahvarancatiiandly dasign
ea range of uty pt za — kina fo att
”  Adusable panela allows fine-tuning during Insigllafon lor a parfect [4

 

inspection and Maintenance

ErvAcoPod ination vary v9 the vast ruber ol guy pit conguraions. Treas quale chodd
(Pidy 9 moet caves ax writen, For the remaining cness,fofow the geraral aston of hese guidelven,
varying them as noceacary,
‘The maintanance crew le resparatla tor disposing of debris in accordance win ah applicshieregitatone
text ia esponalbie fr fofloatng a3 aplcabla rogucons, incding Cotined apace arty requirements,
(Cartadl the makarance dapartrant st Sxsmowniar3A lor rote inkormation oF fo oniar Enea bags
{dof absorbent pouchas.
Yxatum Tauck Maintonmrce
4, Establish a ante working area per typical catch bain service acti.
2. Remove grin,
3. Vacuum accurnAated debe fran The upper port ch catch basin
4. Ramove and inspect the of absorbent pouches cfrped the inside ofthe EmvsoPod bag.
Rapface weh new pours in ep 8 fhe pouches are dash wth ok
4% Vacuum cancercs tom bag. Orice moxt of tha mutina is removed, renova the bag trom the
EnviraPod with two marble cower hocks through the loops a tha top o fa bag.
1 Gann encore ado rom ino og by ahatng eer Drang, tak car tt damage

[7 tape et en ean
Baines ol absertert pouches, Pace bag lo EndePa
"a, Raptace grea,

 

L white lane marking ‘bitumen formation
4 Water —— ONE WAY

GRANT STREET —

 

  

 

| top of stone wall
TRAFIC ONE WAY

edga of bhumen
| =

STORMWATER MANAGEMENT PLAN |

ema
1 Eatablish a zate working wea par ypc catch basin canvce activ.

2 Remove cantele cover,

9, Rlmava any rover fit i in the sougn through the curb inet or manhoke,

4 Rerore tha tag trea tha EnviroPat with two manhole cover hooks Temugh tha loops a Bw 7p
(fe bog, Exess detrts shout’ bu eccoped out 6 tthe bag bs ra fu.

Remove and inapec ti of ebectbert pouches cipped io te Insite of the bag Raplase wih
ew pouches In fap Ol the peaches 270 de wil cl.

© Pour contents of bep nts xpocal container.

7, Cran sediment and ats fom skies of bag by shaking andor bruching, tang care hot 19 damage

|

 

$0, Placa tag In EnvinPod, CRITICAL — There la a atest dre insite fe bag. Lia me the loose
(00d ana feined toguine: In Dee cannactx bbe.
11, Raptace mantle cover,

 

 

i. Stormwater 360 Enviropod

 

SKO1B = 13-04-

NOT FOR CONSTRU

 

 

 

 

PROPOS|
DUPLEX

TRS
4, RB & 6 TOKOVI
AT

13, Grant Street
Noosa Heads
STORMWATER :
1:100, 1:1 at At

SK 01 ot

Page 53

 

 

 

N,

 

 

-” PROPOSED DUPLEX FOR
R&CTOKOVIC |

 

 

13, Grant Street,
Noosa Heads, QLD

INDEX

SHEET No. SHEET TITLE

OANOaRWNM —

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

SITE PLAN es. (\"
FLOOR PLAN :
ELEVATIONS

SECTIONS
FRAMING PLAN —
ROOF FRAMING PLAN
BRACING PLAN :
DRIVEWAY /
SCHEDULES

 

 

 

 

 

 

 

 

 

 

 

Page 54

y 1508 6549

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

R
322° S520" 19829
Tota " SMH
— x, Sewer pine , . 3| 1, ‘ 7 Rainwater tank over! . . me . teat
a grated al So
* ane EES / gg —tasement AD oO
op OO ae | A Wy FEI +:
4 , : aK
Fo See olekendecss , rl Field uty
Spee: Poo! I] 4
\ eta) |L_ En \
x
PVC sarmwatarFpe. — | NL 1 T I poor] a E
~ eq
-..N) fu a
i! le
+ le
ee Unit? : iN
Me a 5230 Root __* Timber Fe
ab | ote = ibe ——! a
: we TT re aay
ot 1 5430 wet A —_ aw
‘Stormwater overfiows
sop dan. == fed at a ‘5000 kere Round squat
16 — =} Ralnwater tank below courtyard
'
'
sniseag on | RG -..| =| \
~ 1 T-—~ 9
Bick Edging im
aT 1 2000 Root
190 reintorced
concrete book reiing = = pt to
see NR
‘i aN
o--4 4
eo eum
t
HL
”. 1 Hl is
190 mm reinforced concrela block pe
Fetairing Wal to Engineers datal | f 7 | 1500 wa
Provide 200m andecae qT.
soem Hyde,
~-% 4 2 b tH 2000 Upper Roof
Like ll
—
4-4 1 Field gully
tel
(2000 high sobd ber lance ~~ a
nalural ground level ~
190 mm reinforced i.
‘concrete block retaining Deck 1 t— Field guy
wall under wxga of ech a | wt
ne 1500 eck
g C
| __ 8B
0 |
a
. ee
8
RL 20.23 'H +94 7
‘Screw in Kerb] zor
TBM v

 

 

 

 

   

LC eerie a ‘TRAFFIC ONE WAY

C ‘white lane marking

 

op af stone wa
edge of bitumen

SITE PLAN

Property Description

Lot No. 3

SP Ho. 179878
Area af bot 672nF
Parish of WEYBA
County of MARCH

Site coverage 252.67nv (37.60%)

Total GFA 297.21en" (44.23%)
Max, 302.40m? (45.0%)

Building Code of Austaka
[AS 1584.2 Part 2 Norecyclonic areas

Energy Efficiency

TO BE READ IN CONJUNCTION WITH
ENERGY EFFICIENCY REPORT IF REQUIRED

(TERNAL UGHTING

80% of lotal intemal floor area of the bulking,

including an associated garage, shall be

urirated with forescent oF compact

fuorescent ighting with a max output of 27 LumensWatt

PUJMBING FIXTURES:

AM shower nosaa lo ba 3 star rated water

ficiency labeling and standarcs (WELLS) rating,
-Pressure ling devices tobe ted where

train water avatatle, Pressure notte excoed 500 KPa,
Tod's to bo duel fash and have a min 4 Star WELLS
rating end are compatable withthe sie ofthe tole! bowl
te ollow proper function of the tlet

TAPWARE:

Tegyware to have min 3 Star WELLS cating for taps serving,

HOT WATER SYSTEM
Ht water wyttem to be one of the lofowing,
(A) Five star gas hat water aysiem,
{(B) Either 0 heal purrp or solar hot water system where:-
(0 ira budding win 3 oF mote beckooms, the hot
‘water eysicm must be efighe 0 receive atleast
22 renewable energy certficates; or
(i) in atbuildng with { oF 2 bedrooms the hot water
system ust be eligble to receive at least 14
feneucble energy certdicates

WATER TANK:

‘S000Lize Water tank to Local Authorty Requirements.
Tonk water to be connected 1 iolel system,
washing machine cold water and external hose cock,
‘Tark tobe connected to rrinimum 100 equare meter
of raat catchmert,

Mosquito protection aa per GDC MP 4.2 and 43

Hood fotes

(Given FFL's do nol nominate food lovel,
RL of habitable rooms to be determined
by using flood level records ton cour
oF relevart corthying authority.

4485,
1330

 

 

 

 

Stainless steed
‘walst Bpod

     

Selected stone
acing

i
bax ces 110) 330, 0
dh) 670 11110

4 [ao |
p
Water feature Plan
150

 

 

 

 

 

 

2065
45 azo 40 p70 190

 

 

 

   

 

 

 

 

ca
'
-— wate feature
Fos vss | 00 a0
Driveway level * ‘ *

 

 

 

2685,

 

 

Water feature Elevation A

1:50

Stainless steel
wate: spout

Selected stone
dladding

Max 300 deep
water featire.

 

Water feature Elevation B

1:50

 

 

 

 

 

 

 

 

 

ABwark shall comply with relevent Australian
‘Standards snd Local Gevemment By Lowa.

AM dimansiona ip be checked on site Prat to
‘commencament ef work,

Oonet Seale trom ermwings. Use igured
eémandions onty.

 

 

 

OESIGN WIND VELOCITY M2

TERRAIN carecory | [
TSCA AITORTTY 2
SOWSHIMECOASTEEGIOWAL COUNCIL) =

 

 
      

 

Q.B.S.A. No. 065414
LUINDUGHT HOLDINGS PTY, LTD. ACN 0°

burleigh design

N,B& € TOKOVIC

“PROPOSED DUPLEX
13, Grant Street
Hoosa Heads

Sheet 10f9

 

  
  

08-3781

Page 55

 

po}

1
0

7 og

$0). 1000 141050
a

300090.

3580

so, 1500 9° son

 

 

 

 

 

1910 90

5980

9 90
1620, 1000,
1

|

 

24069
180, 1170 } 1090

7020

 

 

2680
2200
30 90

 

 

BIEL
3200
0

 

 

 

 

 

P 1610)
a
fT 2570_90) 9)

1050

Energy Effictency

‘TO BE READ IN CONJUNCTION WITH
ENERGY EFFICIENCY REPORT IF REQUIRED

‘60% of total internal oor area of the bulking,
Incluxing an associated garage, shall be
Guminsted with fuorescent of carmpect

Sunresnent ightng wih a max. ouput of 27 LumensWatt

PLUMBING FIXTURES:
“AN shower roses tobe 3 atx cated water
(iciency labeling and standards (WELLS) cotng.

-Todets tp be duel fush and have a erin 4 Str WELLS

fang snd are compatable wih the size of the totlet bow

10 adow proper function of the todet.
TAPWARE:

‘Tapwcara to have min 3 Star WELLS ening for taps sarang:

HOT WATER SYSTEL
Hot water syziem fo be one of the followang,
(A) Five star gus hot water system,

(B) Exher a hest pump ar solar hot water system where:

(0 ina barking wit 3 or mesa becroons, the hot
ater sysiem must be efighle b recsive al feast
Z reneweble enenyy cestacates: of

fi) ina budding wits Yor 2 bodtooms the bot water
‘5ystem musi ba obighle to receive atleast 14
rengunble etary certicates

WATER TAM

SDOOLize Waser tank tp Local Authority Raqurenerss.
‘Terk water bbe connected toile! symen,
wasning machine enid water and ecciyrad hone cock.
‘Terk to be connected to rirémum 100 equve meter
of of exichenent.

Mesquite protacton as per ODC MP 4.2 and 4.3

     

Glass bahustrade wits ao cpenings graster than
125mm, Tap of Giass 1.0m above frished oor
level to comply with 2.16 B.C.A, Hand Rail Om

 

than 125mm. Tap of Glass 1.0m above
frished Boor lavel to comply with 02.16 8.0.4.
Hand Resi 0.9im above fréshed foot loved.

‘i
|

 

so.
So

3120

5190

 

0

              

 

 

1340, 1930,

00,_ 2730.

|

 

 

 

2001200 Kwils
{iber Cobar

Thed waterproot deck. See detal

 

+ Glass bolusrade witt no openings greater fhan

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

$0160
0

ET)

, 1550 Y 1910 4

 

 

p10,

~ uth,

S850.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

8/2/88

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

GROUND FLOOR PLAN

Codes of Reference

Aaketradies th no openings greser than 125mm
Doorpy wth BCA eequremenss pari 02.15
Top ol boksurade w be man. 1.Om above tréshed
hoor level and 885mm shove nosing of stars.

AS 1684.2 Pat 2 Non-cyctonic ares

Given FA's do not norinazn food tevel
Get! contained s7ote dexzexr connected

Each smoke detector shaS comply with
AS 3766 and De lise on ihe SSL rogister
of ecoredind prodixts, Brooks PFSAC

 
 

Area
Unit 4

01 Ground Floor
02 First Floor
03 Undercroft
04 Upper Decks

Unit 2

01 Ground Fioor
02 First Floor
03 Lower Decks
04 Upper Deck

    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

125ermn. Top of Gass 1.0m abows finished fear =
tovel to comply with 02.16 B.CA Hand Rall 0.9m
above fished oor level. = SI
5
gs 2
3
iN a | ef
WD fe 2100 bah
basihead el ai zi Concrete Mascory Wall Detail
90190 casted hwd S| = 4] DISCOWTIMUOUS CONSTHUCTION
+ timber colurmnade: Discontramus -= Separation Wal) Betwees Votts)
| 1000 high wall ‘concrete masonry Total R-Value 2.5 (KAY)
wall, See detall S| 3
Pouddercosted =I AA
299 | shaman baten a=
1900-40, 1000 privacy srmen e
ou soxsosHs "SF 3
7 Column | ~ Sy
r 3 x
Tei a 8 a Fi
¥. co Thed aay a
Se, JFL 18-548 et, ec dea e|
a aa a
$03: Gass with no
openings greater than
anit SA Bmtedts BF FI
= 1.0m shove Erishod floor =—s
TEE cm |= aleorpvun on Sy
. 8.C.A Hand Rad 09m
< stove fiihed or evel
= 5 al 3
Leqngeroom [= 8 | =
‘Se, = G3 s tore:
= ca fary._wwacan_ {REVISION
aa, |S) mms SF aie ae
s. BEy i000 2 [08 | Fe8.10 ssi
an (= Sy [13] APR10
Z ae S|
Glass bahatade with no openings greater han 5 S gs
425mm. Top of Glass 1.0m above tished floor level. Slning room _———__—__———— 88} L gz “|
Load beating coturn yw 2 B —
1000 high wall ad Ss
90,00 cressad hd Sl
ber colurnnde ~

 

 

 

 

 

 

 

      

‘Al work chal comply whth ralevent Austra
‘Standards ond Local Gavernmant By Laws.
lass balustrade with no openings greater than 125mm.
Top of Gass 1.0m sbove finished floor level to comply with
02.16 8.C.A Hand Rai 0.9m above trished floor evel.

 

 

 

 

‘All Gumanuons to be checked on site Prior to
commancamant of work,

 

Do nat Scale trom drawings. Yeo figured
mensions onky.

“These plans may not be copied in whole or
part without the weitien parmizsian of
BURLEIGH DESIGN.

 

 

DESIGN WIND VELOCITY Wi

 

 

 

2
TERRAIN CATEGORY | (t
Toca aTHORITY bd
SUMSHIMECCASTRESIONALCOUMCLL) 5°

Q.B.S.A No, 065414
LINDLIGHT HOLDINGS PTY. LTO. ACN 0”

burleigh design

 

 

 

 

     

 

   

 

4850

 

 

 

 

 

WB a6 TOKOVIC

PROPOSED DUPLEX

FIRST FLOOR PLAN 13, Grant Street

Sheet 2019
Drawing No.

 

   

Page 56

Bool pltched at 5°

Poudercoated aluminium
batten privacy screen

 

‘Glass balustrade with no openings greater
than 125sren Top of Gass 1.0m above
filshed foot level to comply with 02.16 BLC.A
Hand Rei 0.0m above Brished flor level.
‘Applied verdered fish

to Harditax base sheet

INGA TM

 

 

FETT A

 

 

 

 

 

 

 

 

 

 

Powdercosted aluminium

 

‘Auuriniurn framed fx0d
lass wdndows (absoure)

 

 

 

 

Boo! pitehed at5°

‘Gtass balustrade with no openings greater than 125mm. Top
of Glas 1.07 above finished floor level to comply with

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

Floai Level

57 15,538 (BL)

 

 

 

 

 

 

 

 

 

 

§7.16.838 (RL) Hor Level

 

 

 

 

 

 

a

\

\ 57 15.938 (RL) _ Float Level

 

 

 

Auumisium Framed BiFoking Glass Doors

‘Starnit XRW corugated root

heating to be aslected

‘Colorbond gutters and downpipe:
—— 37: 22.018 (RL) Ceiling Level

 

 

 

 

 

 

 

 

 

 

 

 

 

Mates ‘baten privacy soreen

519.578 (RIL) Floor Level

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

AX t .-7
‘Nurrinium framed siding glass window

 

 

 

 

 

B78 (RL) Ceding Level

2 " r
— sobs
y ) 37 16.038 (RL) Floor Level

 

 

 

 

 

Glass balustrade with no openings greater
Existing grounk! fine than 125mm. Top of Glass 1.0m above

firished for level to comply wth 02,18 8.C.A.
ope rendered ish Hand Rad 0.9m above thished flor level,

NORTH-EAST ELEVATION

‘Siam XRW corrugated roof sheeting ta ba kelected

Roof pitched at 5°

‘Assriniam tamed
bdng glass windows

 

 

 

 

1 LEST.

 

 

 

 

 

 

 

 

GATE:
Mors

ieee

1
10,
APR.10,

REVISION

neering fesue
peaneering Neue

 

 

 

 

 

 

    

1

SZ20,118 (RL) Catling Level

100 at A1

Do not Sicate trom drawings. Ute figurad
imensians erty.

 

NOT FOR CONSTRUCT

‘AI dimensions 1a be checked on site Prior to
commencement of work,

‘These paras may not be copied in whole oF

 

 

 

Fy

 

 

 

 

 

 

 

 

 

 

BURLEIGH DESIGN.
DESIGN WIND VELOCITY 2
718.278 (RL) Flan Level TERRAIN CATEGORY | [i
17.578 (RL) Ceiling Level SUUSHIME COAST BESIOWAL cOUWEH| =

 

 

   

5z_15.538 (RL) Flac Level

 

 

1 oy
Lat

 

 

 

Ceiling Level 018 (A ; MNT 02.16 B.C.A. Hand Ral! 0.9m above tished floor level.
F AI ce Sei
ees ol Ag lod it
Flnot Level 7 19.578 (RL) l [ | Lams | | | |
‘aie eee) a l cy > Tle 57.18.28 (RL) Foe eve
7 [ 17.978 (RL} Ceiling Level
Flea Level 57 16,838 (BL) JAN 4 f « i
itera Coro ok — ——— I 15,538 (RL) Floor Level
relaining wat —~ 7 pan Becton Cot
‘Ausrinium tremed ne, 7 Noth Eisat Elevation of Unit 2
ated sentra, Gane
stamens a
‘Numinium framed gtass sliding doar Finished ground fine Finished ground line
Existing ground line
NORTH-WEST ELEVATION ” saree
i
Root pitched at 5° Roof pitched at 5°
Sern corse sheskg Woe sent Roo! pltched at 5*
‘Strait XRW corrugated roo! 4
sthoating to be nelecied ‘Aurviriurn framed glass louvres ‘ ‘Aumindum Framed BuFoking
Waatherboard extemal ' Glass Doors
Weatherboard external adding to be elocted
lading to ba salacted ‘apie rendered fish to
shan tured cuaterie uo eren 190 concrete block wal
_ Tacncctawe, — Sgteautartin
= Sry SCA eee per
= _| $722.08 (AL) Celina Level
Ceding Level __ 57 20,718 (RL) me: bi / _ I;
bef » | PPT nnn tt
Flnor Level v7 19,278 (RL \ eS ae RTE RLY Gel ie
Celkng Level 17.978 (RU) oS
it
= = =

 

Hancrall 1.0m above FFL.

 

 

 

 

 

 

\

 

Applied rendered frish to Harchex basa sheet

SOUVHEAST ELEVATION

{Le pried gounctne

\ Langan \
Apphed rendered fish lo Harchies base sheet

—

|

 

 

 

 

 

 

 

U1

 

   

 

 

—

Glass babstade with no qpenings
gremer than 2mm. Top of Glass 1.0m
above fished floor level to cornaly with
02.16 BCA Hand Rall. 9m above
{frished floor level.

SOUTH-WEST ELEVATION

==
reason, SN

erecasie OF Cte
‘Ausricisn kramed string
gis whdows

T\ ga

Q.B.S.A. No, 065414
LUNDUGHT HOLDINGS PTY. LTD, AEN 0

burleigh design

seeder ren ELEVATIONS
to Harden base sheet aan
(ean tare goss lances N, Ba TOKOVIC
PROPOSED DUPLEX
13, Grant Street
Noosa Heads
Sheet 30f9

 

 

  
  

08-3781

Page 57

Codes of Reference
Tibor tamed root vusses @ 600 os %0 (udding Cod of Austra
Boot pitehed at 5° manutacrara specifications AS 16842 Past 2 Noncyorsaeas
‘Stamit XRW carugated rool ‘Timber tremed root qusses @ 600 cs Roof pitehed at 5°
heeting 1 be ealocted + ‘emanutachrers specications Boot Constraeticn
Weatharboerd exams Sarit XRW Comugated rot sheeting

adding tobe asdected food to Kirt sosl battens paced
4.000 er, ond B00 era. tend spans,

    
       

  

Colorbond gutters " Stramit XRW comugated root
Blatiens fxad te Gangrall root mussea
epeced @ 600 ors.

and downpipes: sheeting to be salected
Applied rendered finish 4900 60 Smartolst Raters at 600c/s
‘pHardiex base shest DS Sanam GL17C io
722,038 (RL) Cailag Level 1 meatad beam + $7.22.038 (RL) Ceding Level ea Tie Down calaudatons for fins,

Roof pitched at 5° : (ss babitvade wth no openings oreser Tt Pesebanntined | || Separation Wall Hote
S045 MGP 2 Raters at 600cM wth than 125mm. Top of Glass 1.0m above d * |Ens 1
N.

XRW corugaied roof sheating . Hand Rall 0.9m above fitishod floor level.

 

 

 

 

 

 

 

 

 

 

it
i
i
i
é
i
i

 

 

$7.19,598 (RL) Floor Level

BIE (RD) Ceiting Level 2+ Ted waterproot deck, al y \
190145 MGP12 16 busied Carport
dock joists al 450ch
oan
0

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

815. 24601

LOADBEARING FRAME

Stade 80x35 MGP2 ¢
Top pate 28035 WPT:
Botton plats 0015 MGPI2
Nagging 90135 MGP12(
NON LOADBEARING FRAME.
Studs 90135 MOP1O
Top plate 80135 MGPIO
ota plata 0x35 UGPIO
Nagging 90x35 MGPI0¢

SECTION AA ~ SECTION BB ~~ = nae

 

57.16.838 (RLY Floor Level ‘205485 Smast Lam GLI7C.
716.023 (RLY Floor Level

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

‘Aumninium tramed
hass sting door

 

 

 

 

 

‘M8 external trrber in be LOSP treated
and H3 protected

 

 

 

 

 

 

 

 

 

 

 

 

 

 

      

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
    

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Boat pitched at 5°
‘Auminium framed window, glass louvre Boo! pitched at i Termite Protection
oe ‘Timber framed root russes @ 600 cis to tena ‘Wo be sakactod Tre spy of ats snl mesh T
. ‘Stramit XRW corrugated roof manutacturers specitcatons 84300 90 Smartoist ‘scenedied technician, in aocordsnica wl
“Tenborstuctealtascin shesting tobe selected Raflers a1 600s ‘hero See wat woman?
to Enginoers detail Structural fascia to ee" ‘205x65 Smartam GLI7C dleasance to extemal paving below ally
Handrall 1,0m above FFL .
40x40, Bottom cord of truss, a” sixhead Final perimolar spray recommended
‘aturrinm battsns ~\ 4940 candleverad i support russ,
Celting Level 57 20,738 (RL) | L 7 - 20.738 (Ri.)Cellng Level Celng Level 57 20.738 (Ry _ roe stra 57.20.7348 (RL)_Geilng Level
ea 90x 45 MGP12 Refers at 600c/% with 7200 44 Smarts! pal framing
‘Applied rendered finish ea i 2 S| fixed to bearer =|
Z| to Hardy base sheet 250 AL | [M Fred = x red ten Soe Sra aW —\ wi. : catego '
| Floor Level a ake obo $7. 18.298 (FAL)_Floor Level Floor Level (ay ; : $7 18,298 (RL) __Flaoe Level
= CX —
Caing Level 178 AL) F mous wore ZF STH (AL) ceag Level Caing Lev & TTRTE RL) re ‘0,60, STATE (RLY Celng Lave
s Is, Wd beam | | Steel beam a Carport ed. $4200 44 Smarucist 3 =
4 | famort es ml x a Enger dt { : | ‘usc at “ fon, eon
{Capon Levels 15.438 (RL) WE“ = = oS LL ae Carport Level 7 15.438 (AL) Crt Tigh aa 37 15.S3URL) me Heat Tee
y h ied tendered
= \ Len ——— g ee ~~ q i to Harder base theo! ere
coment / ae | em fame J [ot ht 7]
Existing ground tne Retaining waf ta : { . af C —
‘Conerets block footing to . Engineers deta
buaet view wid a Finéshed ground tne oman £84900 90 Smondoist
ngineers det 0 a
\_ hoe detats. 1 Reinlorsed concrete tab & sss * floor jis at ASO Existing ground fine :
ae q anal ied, foot joists at 450c/ Finished ground ine
footings to Engineers data moisture barrier to engineers dotals,
SECTION G-G SECTION D-D saree
‘Standards and Local Goverment By Laws.
. : At meri be racos on ea Pore
190mm wie 200 series concrete Separation Wall Note commencement
Ther redret masen@ 600 block separation wall as . est Scale hm regs, Une Runes
). Tr each
— , FAL 240/240/60 RW and CTR-SO Pe Seding. Theses be ow oa lt Tana saan cin
‘comugated | blockwork banens | o separating
Roo! pitched at 5 ‘hwo to be selected 5.900 90 Smarubist elated wah 2 ooh ies ory Pros Nan cortaaite bere ise packing BURLEIGH DESIGN,
1050 anes at 6tdels Hen en eon cd, cnt ete ov wel eprint DESIGN WIND VELOCITY w2
plirhed o T eagl starter bars 10
Root ats Ewesveal fimo dee Glags bakisirade wityno epenings greater than 125m, ‘Wal continue to underside of slab above or 23.514 (RL)
sconso raters 8.000 44 Smartbist Portal tama Top of Glass 1.0m above fished foar bevel to corey with desi of rooing meted “ a ‘TERRAIN CATEGORY | Ki
Smesuoist Raters at 6000s Plasterboard ined | I | | [ TI T I] [ | [ ‘pgied rendered trish 102.16 B.C.A. Hand Rs 0.9m above frished Boor level. gf Cetin Let RAITT Bb
Celrbond tasting vet Harcex base sheet ot tahad cling ‘\ | V— tatarder hase shee LASECRL) Ceding Level _ $222,038 (RL) Ceig Lev SOUSHINE COAST REGIONAL cOONCH| | "s
51200 64 SmarLoist Port rae rT | CColrband ashing cvs = Q.B.S.A No. 065414 —
Ceiling Level 57 20.734 (RLY ree cos 0 wor Dining ardex base heat s ing Level xy 20.738 (RLY g| LUDiDUGHT HOLDONGS PTY, LTD. AGN 0:
7 - Z| . :
evo rencered ish wo Hansexdate teat | [| TT q } 7) 7 oat Lee burleigh design
S| cases batusvade 1.0m above trashed tor — st |fouaiaa lompe jf [iy) | fe BH to | UF “ 57.19.5098 (RL)_ Flo Lee! zi 1 yz8.588 (RL) Fone Lev
ar intine cee | ee: SY A278 RY) Cedirg Level a SP SWIRL Cetig led
Patel 7 18.288 (RL) r conor : ”
rt rt Star ‘ S| SI
SCeRng level SSE TAL) i aro A x ag ee S 7 8 §
200 4 Sara —/\/Pada sual fed 2 \ - Ni iv <p mFrivedaaedie | v7 16.838 (RL) __ Flac Level 46.834 (RL)_Flaa Level SECTIONS
| ws. = i ———— = 3 S|
* | . | \ tH \ A ae —T Fly 18.938 (RLY Cape bevel * 15.538 (Rt) _ Flos: Let a“
Flocs Level 7 15.598 (RL) LI . = SS - Foor Lev vz 15.538 (RL) 4 2 WAC TOKOUIC
300 Smarfrere / 7 + ol - s 1 ____ ~
Fino wipe sd oer ts | ced aa ee UIT 2 LEVELS OMIT 1 LEVELS PaBKET SED DUPLEX
_ = Engjrnens dead PROPO! Pi
Nog Srerfcel ee sso Geet Faeraoay trl 13, Grant Street
ws "
epee vase tatrten tt SEPARATION WALL ELEVATION cosa Heads
190245 UGP 12 13 peaed bearer ‘Consolidated sand 13 and
{0x48 MSPI2 KG peated aan antes sofa baie engroers deals Sheet 40f9
deck tess at 450eM alee . ang No. 08-3781

 

SECTION E-l

Page 58

16920

 

 

4300 £500 4040 1000
90, 990 190 6120 ‘80, |
2190 i, 1130 90 2800 2,
8790 ag) 3000,

 

 

 

 

 

 

 

 

 

 

 

      

 

 

 

 

 

    

  

 

 

 

 

 

 

 

 

 

rs ae] pa 2001200 hud tbr Column
a emt eT ELELLLIE ANG i Epcot ee
3 = aH deck joists
Bla | N 11 1 8430090 Smaroisty Lata $00x45 MGP
eg} asuceiats ROLL PIPL | 1 Psa Sap ere
g peated bearer ror et Eee Wy diverts
_ 100145 MGP12 H3 treated pL iit \ ~ tone
duck joists at 450c/8 y | TT [ | LM 13 tearer
a 7 boy (RESSSRHT «1 11 Tp — 2380 Si cate
s 3 to Engineers detail
* w 7 WET ladda |] ewa
7 , ey Saeed | | YL
@ | Reporte / Ed cease
rg 8 , 7 height 1
2 , |_| {RL 15.838) BCom” Ralforoad concrete
Es 7 / (a Le eee tne
¢— Raingorced concrete stab & f)\ 7 “
3 pehenarntr Cc 3 7 Separation wall

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

2560
wl 2380_159,

T
Sel} 1170. , 1056
370

 

 

 

 

 

 

 

 

3ub

1700,

 

 

 

 

 

 

 

 

 

 

 

 

160

 

 

 

 

 

 

 

 

 

 

sans Ergroes deed
oo! aw _| 5850 | oo
5120 190) 1040 1190
asal 500 $0 oss yop 955%, a0
410 1750 ama0 50
16920

 

 

 

SUB-FLOOR FRAMING PLAN

81200 44 Smartuoist

       

side fed to Marutacurers deta t
30036 Smartrama LM. 13 50090»
61200 44 Smarticist {nine with sido fixed floor joists: ‘SmarlJoist floor
sido fixed to Manufacturers deta! pists ot 4506 200200
190545 140035 190n45) ° Had Corn
81800 $0 Smaruoist a wart:
hoot joints 81 450chs

 

           

 

19045 MGP12 1 bested
| We 5 dock jot at 450s aide
reeue ' 37 ‘fixed lp bearer

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

14035 tet b—
‘SHS eokumn to
MGPI2
Engineers dotall
1435, a
Stoal boam 10 Wori2} | LM ‘Smartlaist
ee, ot Fe see
P< bt Manutacurere det
WES a ~ o>
90145 MGPI2 Refers al 600c/8 wih Ka yo Tt ‘SHS colunn 10
(Faded bation supporting SramitXRW ||" cpp Ercners ds
soups oct sheeting 7 =| 19045 UGP12
SHS cole ta C7 ZS Wind bear 19015 MGP{2 HO peated
Enginecra dotad — \ (HL. Ww deck joists at 450c/8
teed eet sat —
fe Marutactrers --
o> a
3

90 x 45 MGP12 Ratters a1 600c/s with graded battens.
CColotbond flashing over 22mm Yetowiongua support

Sted beam to Engingers detail
‘SHS column's to Engineers data

Termite Protection

The muxply of tanks sieel mesh by Term-Mesh
tobe insted 1p marutacarers specticsions by an
sccrecied technician in accordanos withthe curent
AS Meh and BCA 3.1.21, Mata Tenuta
dleararce b extern paveg below all wnep holes,
ing penmeter spray recommended

     

 

: RE iscann tarmac

90 x45 MGP12 Rafters al

 

 

 

 

190x45 MGP12
Sklofzad Firat sapporting Srumit XRW
Lariing 140145 MGP 12 sortugated roo! sheeting
Joists at 4508
& wang
Landing
MGP12 baare
‘Entry porch: 14x45 MGP12
Ha reated joists al 450cKs

 

 

 

 

 

 

 

 

 

 

 

 

 

FLOOR FRAMING PLAN

=

 

 

 

 

 

 

 

 

NOT FOR CONSTRUCT

 

‘Ak work ghall comply with relevent Avttrmsin
‘Standards and Local Govemment By Levet

‘AM dimensions ta be checked on eta Prior to
‘commencamant of work.

Oo not Scale from demwinga. Une figured
mansions onty.

 

DESIGN WIND VELOCITY W2

 

 

TERRAIN CATEGORY | ni
AUTHORITY a

 

  
      

 

Q.8.S.A, No. 065414
LINDUGHT HOLDINGS PTY, LTD. ACN 0

burleigh design

 

A Pron Bt 2155
HP ex: (07) S501 2108
TATE
4

{FRAMING PLAN

CENT

NR € TOKOVIC

 

 

PROPOSED DUPLEX

13, Grant Street

Noosa Heads
Sheet 5oOf9

08-3781

 

 

Page 59

‘Strep bracing to truss as indicated

—— = Codes of Beterenze

Bulking Code of Austaka
AS 1684.2 Patt 2 Non-cyeloric areas
‘Queensland Deveingpment Code.

‘Stramit XRW comugated root
‘healing lo be selected

Boot Construction
‘Skemtt XRW Corugatsd roof sheeting

= {ed to 40mm steed batiane spaced
==[s $= @ 900 cs. end 600cn trend spare,
= == a a= Batters fixed io Gangnall roof tusses
= = and $000 90 SmartJoisi Rafters

$2

         

£
165

\

 

Stasrit RW comigatad root
sheetng tobe selected

i $350
2915

 

 

 

(Colorbord tascia and gutters

Strap bracing to tuss as indicated

ROOF PLAN

‘S200 44 Smartcis:

Ponad tame taming

190.05 MGP12 Cantilevered beam
Trrber cra fascia mt
to Engineers detal 195:55 Smart

 

 

 

 

 

 

 

im

 

 

 

 

 

LAA

 

 

 

 

 

 

 

 

 

 

 

 

 

 

750m
Basa shel
\ 9035 Baten

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ROOF FRAMING PLAN

 

;

| — Tr

Timber busses to

Manutackuners detall
24045 MGP12 Beam
90x45 MGP12 joists

 

 

 

bw

DETAIL F Portal Frame Detail
Scale 1:20

[wr

fay. ween [REVISION

a1 TAN

23 1 JAN.10 Tissue © Cent

[08 | FEB. 10 [Engineering tssv6.

13 | APR.AG {Engineering tasu

 

 

 

 

 

 

 

 

Al work chal comply wth relevent Avstraian
Standards and Local Gavemment By Liwa.

‘All dmansions te be checked on site Prior to
‘commancamart of work.

Do nat Seata rom drawings. Use figured
mansions coy.

‘Thase plans may nat ba copied in whole or
ort without the written permission of

 

DESIGN WIND VELOCITY a

 

 

LOCAL AUTHORITY

SUNSHINE COAST BEELOWAL COUREIL|

Q.B.S.A. No. 065414
UNDUGHT HOLDINGS PTY, LTD. ACN O°

burleigh design

2
TERRAIN CATEGORY | [
=

 

 
    

 

ROOF FRAMING PLAN

TENT

WB aC TOKOVIC

PROPOSED OUPLEX
13, Grant Street
Noosa Heads

Sheet 6019

\oeneanie 08-3781

 

Page 60

2050 x 2.8mm 0 nails for Timber Broce, oF
2030 x 28m 6 ras for Metal Brace, io
each stud and plate,

       
       

No end spits alowed,
ld necessary

30x08 Gelv. rap with
320 x 2.8mm a Gav, Fathead Nada
(or expivalerd) to each end of Sud,

Min. 75 x 15eom F8 Brace or
Metal Angfe of rin, Nominal
Section 18 x 16. 1.2mm.

30 x OB Gab. strap with
‘90 x 2.8nnm o Gely, Flathoad Naits
7 {or ecpivalend to exch end of Shit
5mm masonry nai at
ot more than 1200mm centre

30x 08mm Gal, strap with
380x 2.6mm 6 Gaby. Flathead Nas
(or equivalent to each end of Stud

Sneed Brace Detall i5ki/m

Timber end mets! engia brace The maximum depth of a notch or amw-cut
shall not exceed 20mm, Sew-cut studs shall be designed as notched,

 

 

 

 

 

 

 

 

 

28

 

 

 

 

Q

tirectianB (>
GROUND FLOOR BRACING PLAN

Harditex hase sheet bracing

   

JAMES HARDIE Harditey Base Sheet products may paddle stud
beused to achieve 2.0kN resistance per 800mm
or 1200mm Wide sheet with studs at 450mm cla
or Boomm cls respectively.

THE DOWN REQUIREMENTS <

Timber Floor, fix botiom plate to floor Joists
saith 275m nalts 21 450chs ”
fot up to 38men plate and
230enrm halla st 480 c/s for
Sdmm plates.

Conereta Slah;?5em masonry nalls ot 1200mun

RAILING :

‘Nal cheets to spacings shown inthe deta = 81}

using 20x2.8mm galvanised fibre cement nalts.

De rot over drive nalts, or nail closer than 12mm

from sheet edges and 50mm tom sheet earners. - P| soezamen Gahvanited fibre

2Didi's per Braciog Panel

Ply brace

DESIGN DATA - DESIGN RACKING RESISTANCES

Table & Minimum Sheathing Talekness of
Phywood (ren)

 

Phywoed
Sess
Grade

eas Spacing
‘Siam | Ronn

 

 

 

n
At
Fla
cd

7
‘
‘

 

 

 

eon

 

6.0idi/m

 

 

Vertcal Bt Joints
Permitted Provided
Foring to nogging at
SOmn ore

Fastener Centres
‘Sderm Top & Bottom Plate
150mm Vertical Edges

    

 

 

 

 

 

BRACING SCHEDULE ,

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

BRAG TE
bwaus w
att [seawun ee Co

at Aisa Wa Baa oT tT

bh aes Wa 27 36

sagas etal a

Ade i Dot »

Alb ik a 3

i eh? as

tae f

«|! a Rta ae? as
q Ba Ata as
lo 36 eo? as
lp fren 2
le le ttre aa
atten a
igs es u
is aastSsm 2
2 nS us
les Deis u
faa Es eu
fa [sae ctmnie te
RERSTANGE Det A TOTAL Ca

RESTUNGE REGED me

Rasa Bat p

be a Sede Sats? a
hs A Se o
ls Bae We ja
ls presen) a
si it Se eto? pa
lam |ssetasn a
a Lae ts
rt marae as
fam Peo tu
fax |ossepain ae
fran |e dese aa
fa | ont a
fe fase tonite ks
le a tire is
le . o
PESETANGE DR TOTAL jas
RERETANCE REQURED Co

 

 

 

DESIGN WIND VELOCITY =N2

J

 

 

Bare:
feny. wort | REVISION

28 [JAN 10_[Preirinry Tas
29] JAN.10-[lesue to Chen

8 FEB.10

437 APR.10 [Engineering lesue

 

 

 

 

 

 

 

 

NOTFOR CONSTRUCT

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

|
FIRST FLOOR BRACING PLAN

 

 

 

 

 

 

 

 

 

 

Allwork shall comply wth rulavent Ausvalan
Standards and Local Gavamment By Lows.

Al dimensions to ba chackad on che Prior
commencement bf work.

Oe nat Scale trom drawings. tse figured
eemaneions ony.

‘These plana may nat be copied in whote or
part witout the wrizn permission of

 

OESIGN WIND VELOCITY 2

 

TERRAIN CATEGORY [ ti
ATRORITY

LOCAL
SUMSHINECOASTREGIOWALCOOWCR)

Q.B.5.A, No. 065414
LINDUGHT HOLDINGS PTY. LTD. ACN 0°

 

 

 

 
    

burleigh design

 

 

 

 

‘S6dem Intermediate Studa
a" sheathed Panels Cannected te
Sub-Floot by Method Given
bo trstalation Section,
ome *
NB. The short wall reductlon factors are nat to be applied to
this fixing system, j
t
BRACING SCHEDULE
GAG TYPE
jas wi
neni rea awe wacesean sear | WiLL? BO
Ase WoT ir
b eA OSs Wl Sats Fry
3aA0de wd aes 3s
et u
i 50a Wea Sin 2 a
31ASa We Se? a
< Aaa tt a
2470s St s
anata de Sars i
i) lo 3a ee? Fr
h te us
le tes tse 21
lew porn ja
Is zie vise ae
6 ba Lh a
RERBTANGE DIR A TOTAL ar
PESETAMCE REQUIRED fo
fe [eae ar
cemetery a
ir essen a
jean tbe chore ry
Ea tents tu
lez Lea re sa
o a . ct
(RESETTANCE OR BL TOTAL, oA
REGETANCE REQURED aa

DESIGN WIND VELOCITY = N2

 

    

.0. Bex 217, CHIRN PARK, QUO 4215,
Phone: (07) $581 2455
Fax: _ (07) 5501 2588

 

bireetton D>

nireetion B D>

GHEET HN

BRACING PLAN
N,Ra& 6 TOKOWIC

PROPOSED DUPLEX
13, Grant Street
Noosa Heads

Sheet 7oOf9

\Dewna ie 08-3781

 

Page 61

rr

(a

    

 

 

 

 

 

 

 

 

Unit 2
Carport =
gy 15.498 (RL
Rg
ORIVEWAY WOTE
compliant with Standard
@earwing SEQ R050

SECTION A DRIVEWAY DETAIL DRIVEWAY GENTRELINE

i tty

 

 

 

 

 

    

 

 

 

 

Onit!
Carport

 

 

 

 

 

 

 

 

SECTION B DRIVEWAY DETAIL

 

ad

        

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

   
 

as)

( } ~ RL 15.838] ~
~~ : RL 15.438 ~
Stormwater __~ >) ° airy
| lormwater >
strip drain. Carport
Exetng kerb 2... es ~—
16 ro ~. OF
~ | Porch
root are
4 RELEE ELE REEL .
Stormwaterstrip drain. “SST
~ <a
Brick Edging a
490 mm reinforced Ps
concrete block retaining o §
wall under edge of 1
driveway max 600 high Pah
HC

LLL TIT

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    
     

 

 

 

 

 

 

 

 

 

 

  

 
 

 

 

 

 

 

 
 

“Hh 6359 Wat cd =
190 mm reinforced concrete block 7 a f 4 |
retaining Wall to Engineers detail : . 1
he. r
Provide 200mm landscape
strip with creepers
JAN. wo W
ae
2000 high solid timber fence
at natural ground level
490 mm reinforced ; wera comply elvan kutatan
concrete block retaining Srandaroe we Local Gevemmant By Laws
wall under edge of Gmnencaman seo ne Peete
driveway max 600 high Genet Seale ar tring, Use aed
‘These plana may no be capa in whole oF
tintsonosen
OESIGN WIND VELOCITY wz
TERRAIN CATEGORY [ [
SUWSUINE coast ercioxaLcouxen| "=
Q.B.S.A. No, 065414
LUNDUGHT HOLDINGS PTY. LTO. AGN o
burleigh design
P.O. Bax 217, CHIRN PARK. QLD 4215
Phone.” (07) S501 2158
ve re tse a
a yM DRIVEWAY
RL 20.23 20.15 oon
FH @ 4300 iG HR
i ,R& 6 TOKOVIE
Screw ° 20.1 I SPEDEE is
PROPOSED DUPLEX
13, Grant Street
Crossover to comply with Brick Edging Noosa Heats
Sunshine Coast Regional Sheet §0f9
Council VXO requirements A) Sesion] 08-3781

DRIVEWAY PLAN
ae |

Page 62

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

      
       

  

 
 

Window No. wot w02 wo3 w04 wos wo7 wos wos wit wi2 wi3 wi4 wit wih wi?
oorle 1
< Gj > . —
Elevation ) SS] Coon <
— i
qo
Height 1800 1800 1800 1200 2340 3480 1800 300 1800 1800 825 2100 2100 1500 1800
Width 2100 600 1500 600 3780 1200 600 1800 600 600 5450 a0 300 1500 600
Notes MOS
Type Sliding Sliding Sliding Glass Louvre Louvre Glass Louvre Glass Louvre Awning Glass Louvre Glass Louvre Fixed Glass Glass Louvre Glass Louvre Sliding Glass Louvre
Lintel Size To Engineers detail 140x35 MGP12 190x45 MGP12 140x35 MGP12 To Engineers detail 140x35 MGP12 140x35 MGP12 140x35 MGP12 140x35 MGP12 140x35 MGP12 2 140x35 MGP12 140x35 MGP12 190x45 MGP12 140x35 MGP12
No, Studs 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
Window No. wi8 wid w20 wei w22 w23 was w2s w26 w27 w28 w28
Elevation {l i J _} _]} ara]
Height 600 300 2100 2100 2100 300 300 1500 1500 1800 1800 3480
Width 2400 1780 900 900 2560 1340 1850 600 600 900 900 300
" Notes OBS OBS OBS OBS
, Type Sliding Fixed Glass Glass Louvre Glass Louvre Louvre Fixed Glass Awning Glass Louvre Glass Louvre Fixed Glass Fixed Glass Fixed Glass
\ Linte! Size 190x45 MGP12 240x45 MGP12 140x35 MGP12 140x35 MGP12 190x35 MGP12 140x35 MGP12 140x35 MGP12 4140x35 MGP12 140x35 MGP12 140x35 MGP12 140x35 MGP12 90x35 MGP12
. No. Studs 2 2 2 2 2 2 2 2 2 2 2 2
WINDOW SCHEDULE verte enue
‘Abrriniam framed window, fans lowe
‘sed sharin: louwe panels aa indicated.
cy
, Door No. a1 do2 d03 dos dog 10
} " Elevation €<|l>
'
‘ i
veneen Height 2100 2100 2100 2100 2100 2100 2100 2100
‘ Width 3000 5450 1900 3000 2400 3870 3480 2815
Notes
Door Type Sliding Bi-Fold Bi-Fold Sliding Sliding «Sliding Sliding, Louvre sidelights Sliding, Louvre sidelights Bi-Fold Bi-Fold
! @ Lintel Size | 295x85 Smart Lam GL17C 140x35 MGP12 240x45 MGP12 240x35 MGP12 200x45 SmartFrame LVL 13} 195x65 SmartLam GL17C | 195x65 SmartLam GL17C 240x385 MGP12 240x35 MGP12
No. Studs 2 2 2 2 2 12 2 2 2 2
+
j AD work shall comply with relevent Avetralian
a ‘Standards and Loca! Goverment Sy Law.
— .
DOOR SCHEDULE wngouuctee voomensqegmennn
‘Ak Weciow Sizes lp be confined an sa, Do net Scale tom drawings. Use Agued
AA finals be MGP12 unless nomhted otherwise Gmeraions ort.
TIE DOWN SCHEDULE Connection 01 2.02 Connection 03 Connection 08 a 07 ‘Al Ltssonery Lites und Supports te Engineers Detals Tatuthost he often pertain
‘Ai glazing io be in eceordanca with AS 1288 BURLEIGH DESIGN,
CODE TIE OOWN NOTES 25250 me batten Framing anchos = 1
- noted, ADA Qrnalls Setety lass tbo in accordance with BCA Part 26.4.5
oo busses Within 1200 af 4175 Wo. 14 Type 17 ecrew
" {1} Bates to Raters with screw Gy upshot type 7 Satew ios Sommpanainioatess C2 End ! [fina ( wre: DESIGN WIND VELOCITY w2
° (1) Batans wo Raters with screws faviencie pe tena ' 4 Wy Snide at idea of openings are adciaonl bo common stu TERRAIN CATEGORY | [
a Rater plstexbeams va taming anchar LOCA AY oe
(1) Rahas!Trusses to top plaizstoeams via (y Y Famig Archer i Schedule Motes Key SUMSHIMECOASTBEGIONALCOONCL) =~
framing anchor Use 472.8 da. ny into exch ond Po vos. Veaurem see Q.BSA. No, 065414
Oo ‘Piates 10 Sits upper t * 08S. Ob UNDUGHT HOLDINGS PTY, LTO. ACN @
9 Saati gata vedere (3) 18430 Bata 300A Connectiongssas onnection06 “ burleigh design
05 100 mm Aainimasm 75 ren tong :
Bodom Pie © Bearer MJ skew nah a noted 1
(11 Botiom Plate ta Bearer (1) sAat0 Bott at 1350e/ _ 0. Bax 217, CHIRN PARK. QLD 4215
= f Phone: (07)'S501 2155,
i % Floor Joists lo Bearer Top plates Fax (0715501 2108
f (3) Far Joists to BoarernTop plates (i) dna V Bair
a (1) Stud to pate via cycdone rads pte 7 7 SCHEDULES
@ SFU Bearer ort GENT
Botiom Plate tp Bearer
(1) Botarn Pate tp Bearwr (1) vate Bett 13500 4, BR @ € TOKOVIC
a Bocam Fite w Sk
(8) Bota Placa wm Sib (1) no gence das aatale, Rete to Connection 03 Sonnecticn 10 | —_
Meracures speciclsors ss PROPOSED DUPLEX
‘Chemical, ee
% in ons Brae po 2 propristary testeners 13, Grant Street
Bearers N10 Bott ; - =
+ - - - = Woosa Heads
WS Cotman
: ‘ Sheet 9of9

TIE-DOWN SCHEDULE

 

 

 

\oneate [08-3781

Page 63

VIO hed x 6 (groundcover) Timber Pool Fence to boundary
Min 1200 figh
Freeform loose Pebble Pathway ERI aus x3 ‘\

Mix of 40 -300mm Mary River Riverstone Pebbles & Stones COR nb x3 / Cen
VIO hed x 6 (groundcover} COR pet x | | coRpetx3/ fe Planting Schedule

| | i VIO hed x 6 (groundeover)
Wire fence to boundary ; ARC alex 1 / @
|

 

 

CODE BOTANICAL NAME COMMON NAME QTY POTSIZE STAKING
TREES & PALMS

|
||
; DIA cae x 11 i i || / @ 300 cts
(up to the Timber Pool fence) ; RIC parx 1 ; |

COR rub x /

i : “AY ses on 7

    

ERI aus x3 2sitr No

PET shix 2
i ARC ale Archontp hoenix alexandrae Alexander Paim
|

 

  
    
   

    

    
 

Nylon webbing then hessian ties, 50mm wide BAC cit Backhousia citriodora Lemon Myrtie 300mm No

tied in figure of 8 pattem. CUP ana Cupaniopsis anacardioides Tuckeroo
{ Hessian ties to be fixed at one third of overall i all ieee ;
| ight of tree above g ELA ret Elaeocarpus reticulates Blueberry Ash
1
|

 

Install 2 x hardwood stakes
approx 400mm from centre.
N.b. Stake on windward side

14 008)

LL YB

$5itr Yes

aa pee eam

4Sitr Yes
SHRUBS

; | /
7 !
—=—=— ACM smi Acmena smithii ‘Dusky’ Lilly Pilly a 200mm No
i J = is planted at ground level
400mm depth of semi | eit

AUS dul Austromyrtus dulcis Midyim Berry 150mm No
decomposed

»
wn

80U84 [00d JOqU)

     
 

ot

EX CAL end Callistemon ‘Endeavour’ Bottlebrush 200mm No

: GRE sup x 1
MEL affx 3

 

CAL lit Cailistemon ‘Little John’ Bottlebrush 140mm No

  

 

    
 
 

 

CAL tar Callistemon ‘Taree Pink’ Bottlebrush 200mm No

 

 

5000 litre Round squat
Rainwater Tank below deck

Grated Stormwater Pit

 

ERI aus Eriostemon australasius QLD Wax Fiower

an

150mm No

  
  

    
   
   
         
    
   

 

 

GRE coa Grevillea ‘Coastal Glow’ Grevillea 200mm No

 

 

1800 high Timber Fence

GRE gol Grevillea ‘Golden Lyre’ Grevillea 200mm No

“NRE |
A aol Hh
PETZ BS

MELafix2 ys

: approx 200mm beyond rootball
eT ee OP OAVATE E BELOW ROOTBALL. GRE moo Grevillea ‘Moonlight’ Grevillea
Rootball must rest on base of hole.

 

200mm No

 

GRE sup Grevillea ‘Superb’ Grevillea 200mm No

RN RP BP BP BP BN Pe

LEP liv Leptospermum liversidgei Lemon Scented Leptospermum 150mm No

MEL aff Melastoma affine Blue Tongue

Tree Staking Detail MEL lin

Not to Scale

»
an

150mm No

nN

Melaleuca linariifolia ‘Mini Me’ Flax-leaved Paperbark 150mm No

 

 
   

LOM lonx3 ft
MEL linx 2 ——

WLS. Per shix
DIA cae x3.

5000 litre Round squat
Rainwater Tank below

  
 

eoue4 pexepusy Aiuosey yBy 008}

 
 

PET shi Petro phila shirleyae Conesticks 150mm No

3

 

 

Yesgoson

3S

 

x
8
RS
SS
Ss

SNe

athe PD CIR ME Vio

SESS

S 150mm No

Se

IS
2S
SN

aS
x

 

ARC alex RIC par Ricinocarpus pinifolius Wedding Bush

     
  
  
  
 
 
 
  
  
  
 
   
  
 
  
     

 

SES
n nN &

SOW jun Sowerbaea juncea Vanilla Lily 150mm No

AR

Ss
3S

WES fru Westringia fruticosa Native Rosemary 14 200mm No

. GRASSES & GROUNDCOVERS
Shrub & Grass Planting Detail _ AEC spp. Aechmea species Bromeliad 7 140mm No

ZZ ZZ LEE ELL A az a a ‘Not le o i : a
Rainwater Tank overfiow 1 ot to Scale Position plants in centre of hole, set & backiill whilst retaining ASP aus Asplenium australasicum Crows Nest Fern 1 200mm No
original soil level of container.

Poor fe courtyard Only tease roots if compacted or plant is pot bound. COR pet Cordyline petiolaris Broad leaved Palm Lily 12 150mm No
COR rub Cordyline rubra Red —fruited Paim Lily 9 150mm No

100mm depth of semi decomposed. weed free mulch applied after planti i DIA cae Dianella caerulea ‘Little Jess’ Blue Flax Lily 49 140mm No
N.b. Ensure a mulch free zone immediately surrounding the

          
 

 

.

 

x

y

NS
SEN

Ae

 

BX

   
    
 

>.
SS SS
Rt

ee
SS

SS 8 e
a

aC

&

x

8
SES
RY
Sh)

Brick Edging

a

EWN

SS
S
2S

i

 

 

oR
‘
RN
SN
x

 
  

 

<
.
~
=

SS
8

88
5
</

 

190 mm reinforced
concrete block retaining
wall under edge of driveway
max 600 high

 

AN

Stormwater strip drain.

[RL 15.938 | A
> PVC Stormwater Pine

 

S
8

 

BRS
aS
a
“
xs
: SN
<
‘
SS
Se
.
a
eS en
SN
\

xe
R&
wan

 

\
.
NS
SN
Ss
NS
SKN
SM
ENS
S
SS
Sx
RS
SS

 

   
 
   

N
>

' DIE gra Dietes grandiflora Wild Iris 27 150mm No

 

LN
SS
WS
5

 

SS
.
8
23
3S
.
SX
BO
IN
MS
OS
SS
x3
x
.
&
a
SS
BOX
SX
SS SS

POS
<
\
S
\
Sy
SS
SS
8
SS
fF
|

GUZ spp. Guzania species Bromeliad 7 140mm No

&
SS
ISS

a
RAN
ASS
BB SSS x
oe
RSS
rei

e

         
 
  
  
 
 
 

Re
SS
SN
SSX
SS
&

=
“
S

SS

2S

Incorporate fertilisers or water crystals
the soil if required, at time of backfilling

SS
<
SS
WS
SS
Ss
AS
SS
SY
yi

HIB obt Hibbertia obtusifolia Guinea Flower 1 140mm No

SO
NS

8

x

\

Biockwork Retaining Wall with Timber Slat Fencing to 1800mm

52°58! ZL
~~
Ss
~~
SY
RAG
SQV
SNS
RS
SH
BS
SN
SS
AC

to Engineers detail

x
Ui
9S
fri

a
a
*“
on

RR
SN
3

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HIB sca His. bertia scandens Guinea Flower 7 140mm No

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crs eal Cobhal UXO requbenonis [edge ofbitumon “CORpetx3 “ELArixt —SOWunx3 ao SITE ADDRESS: Lot 13 Grant Street
Brick Edgi a Noosa Heads QLD
white lane marking bitumen formation : 7 sP No. 17987

wo nan ET —— | ST mmm, TITLE: Detailed Landscape Plan __
GRANT STREET ———_—_ SCALE: 1:100 DATE: 19 April 2010 DWG: 01

Couch Grass to either side aes

 

 
  
 

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1931 TER m wide footpath. LJ} _} LJ In 40MM MARY RIVER PEBBLE

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NB. This plan to be read in conjunction with Burleigh Design Plans

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a _ = oe - a Creating Gardens for Greater Outdoor Living
ee © taco MARY RIVER PEBBLE 7 Tambourah Dve Benowa 4217 _ — wo
Se fee aca <7, BUSH (BUDERIM) ROCKS [email protected] ==> ios

2 (3-5 required for BRM 2 Courtyard, UNIT 1)

   

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