this is a mackay regional council digitally signed document · 2015. 4. 11. · certificate cannot...

YOUR REF: HRP14222 OUR REF: DA-2014-223

10 April 2015 Robert G Tanner C/- Cardno HRP PO Box 244 MACKAY QLD 4740 Dear Sir/Madam DECISION NOTICE Applicant: Robert G Tanner Proposal: Material Change of Use - General Industry (Engineering

Workshop) and Transport Depot Application Number: DA-2014-223 Address: 45-47 Centurion Drive, PAGET QLD 4740 Property Description: Lot 27 on SP261504 Please find enclosed the above Decision Notice with the relevant attachments: Decision Notice Assessment Manager’s Conditions Approved Plans Appeal Rights Notice to Commence Use Infrastructure charges are applicable on this approval. A separate Infrastructure Charge Notice accompanies this Decision Notice. If you require any further information, please contact Kathryn Goodman.

This is a Mackay Regional Council Digitally Signed Document

Decision Notice

Sustainable Planning Act

Application Number: DA-2014-223

Date of Decision: 10 April 2015

1. APPLICANT/S DETAILS

Name: Robert G Tanner

Postal Address:

C/- Cardno HRP

PO Box 244

MACKAY QLD 4740

2. PROPERTY DETAILS

Property Address: 45-47 Centurion Drive, PAGET QLD 4740

Property Description: Lot 27 on SP261504

3. PROPOSAL

Material Change of Use - General Industry (Engineering Workshop) and Transport Depot 4. DECISION TYPE

DEVELOPMENT DECISION

Material Change of Use Development Permit

Approved in Full Subject to Conditions


Decision Notice


5. ASSESSMENT MANAGER’S CONDITIONS

The conditions relevant to this decision are attached to this notice. These conditions are clearly identified to indicate whether the assessment manager or a concurrence agency imposed them.

6. IDAS REFERRAL AGENCIES

It is advised that there are no Referral Agencies for this application.

7. SUBMISSIONS

There were no properly made submissions received on this application.

8. PLANNING SCHEME

This decision is issued under the Mackay City Planning Scheme including amendments up to 24 February 2014.

9. SUPERSEDED PLANNING SCHEME

Not Applicable

10. FURTHER APPROVALS REQUIRED Compliance Certificate Document

Stormwater Drainage Design (Quantity/Quality) Site Based Stormwater Management Plan (if applicable) Maintenance requirements for Stormwater Quality Improvement Devices. Calculation of Stormwater Quality Contribution (if applicable) Water and Sewer connections Carpark Design including pavement levels Building Floor Level Landscaping Invert Crossing and Concrete Driveway at the southern access

Building Works – Development Permit Plumbing and Drainage Works – Compliance Permit

11. PRELIMINARY APPROVAL OVERRIDING THE PLANNING SCHEME

Not Applicable


Decision Notice


12. RELEVANT PERIOD The standard relevant period states in Section 341 of the Sustainable Planning Act 2009 apply to each aspect of development in this approval, if not stated in the conditions of approval attached.

13. APPEALS Attached is an extract from the Sustainable Planning Act 2009 which details your appeal

rights and the appeal rights of any submitters regarding this decision. 14. ASSESSMENT MANAGER SIGNATURE

Name Leah Harris

Position Principal Planner

Signature Date


leahs

Typewritten Text

10 April 2015

ASSESSMENT MANAGER CONDITIONS Application Number: DA-2014-223 Decision Date: 10 April 2015

Page 1 of 7

1. Plan of Development

The approved General Industry (Engineering Workshop) and Transport Depot development must be completed and maintained generally in accordance with the Plan of Development (identified in the Table below) and supporting documentation which forms part of this application, except as otherwise specified by any condition of this approval.

Project Number

Sheet Number

Revision Prepared by Date

13BS1048-GAR 0 H Nth Qld Construction Consulting Pty Ltd

October 2013


October 2013


October 2013


October 2013


October 2013


October 2013

13BS1048-GAR 11 G Nth Qld Construction Consulting Pty Ltd

October 2013


October 2013


October 2013


October 2013


October 2013

2. Compliance with Conditions All conditions must be complied with prior to the occupancy of the building for the approved use, unless specified in an individual condition.

3. Maintenance of Development The approved development (including landscaping, car parking, driveways and other external spaces) must be maintained in accordance with the approved drawings and/or documents, and any relevant Council engineering or other approval required by the conditions.

4. Conflict Between Plans and Written Conditions Where a discrepancy or conflict exists between the written conditions of the approval and the approved plans, the requirements of the written conditions will prevail.



Page 2 of 7

5. Notice of Intention to Commence the Use Prior to the commencement of the use on the site, written notice must be given to Council that the use (development and works) fully complies with the decision notice issued in respect of the use (please see attached notice for your completion).

6. Damage The developer is responsible for the repair of any damage that is caused to Council’s infrastructure as a result of the construction works associated with the proposed development. The developer must make any damage safe and then notify Council immediately. Council will make the decision as to who will carry out the rectification works and the timing for the completion of those works.

7. Compliance with Council Standards All design and construction for the development must be in accordance with Council’s Policies, Engineering Design Guidelines, Standard Drawings and Standard Construction Specifications.

8. Access Rights Permission must be obtained from the land owner of Lot 11 on RP715530 for access rights to the land adjacent the southern boundary to enable turning movements on site. A copy of this agreement must be provided to Council.

9. Electricity and Telecommunications Services The approved development must be provided with electricity and telecommunications infrastructure.

10. Minimum Building Floor Level

The minimum habitable floor level of the proposed development must be the higher of: 300mm above the top of kerb 300mm above the crown of the road 225mm above ground level a level which allows the connection of all sanitary fixtures to the designated

sewer connection point by means of sanitary drainage which complies with AS3500

11. Invert Crossings

A commercial/industrial invert crossing and concrete driveway for access to the southern section of Centurion Drive must be constructed to the profile shown on Council’s Standard Drawing A3-773. The concrete pavement must be designed to suit the site conditions and the proposed use. This access must not be constructed until the road reserve is dedicated or approval from the current property owner to construct and to use the adjacent road is obtained.



Page 3 of 7

12. Stormwater Drainage

Stormwater from the site (including roofwater) shall be collected within the property

boundaries and discharged via an underground system to Council’s stormwater system. The stormwater discharge point is the existing stormwater connection located at the south east corner of the lot. A stormwater capture pit or heavy duty trench grate is to be located near each driveway entrance to ensure the stormwater discharge to the street system through each driveway is to be kept to a minimum.

13. Ponding and Diversion of Stormwater

Ponding of stormwater resulting from the development must not occur on adjacent

sites and stormwater formerly flowing onto the site must not be diverted onto other sites. The site shall be graded so that it is free draining.

14. Site Based Stormwater Management Plan – High Risk

Council’s Stormwater Quality Risk Classification has classified this development as

‘High Risk’ as defined Mackay City Council’s Engineering Design Guidelines - Soil and Water Quality Management – Planning Scheme Policy No.15.07.

The SBSMP must be submitted to Council for approval at the time of submission of the Compliance Certificate. Assessment of other components of the Compliance Certificate cannot be finalised until the SBSMP is approved first. If provided, Stormwater Quality Improvement Devices must be located within the site and must be of a private nature. Alternatively, the developer may apply to make payment to Council as an alternative to managing stormwater pollutants (on site) as per Council Policy No. 087 “Voluntary Mechanism for Stormwater Quality Management” of 13 August 2014. In accordance with the policy, gross pollutant traps must be provided to capture coarse sediments and gross pollutants.

15. Direct Pumping From Reticulation System (Break Tanks) Pumping direct from Council water mains for potable or fire fighting supply is not permitted and, if required break tanks must be installed in accordance with Council’s Water and Waste Services Department and Fire Authority requirements.

16. Existing Services - Water and Sewer

The proposed development must connect to the existing reticulated water and sewer

services provided to the subject site.



Page 4 of 7

17. Landscape Plan Required A detailed site and footpath landscaping plan must be prepared by a qualified Landscape Designer and must be submitted for approval as a Compliance Certificate (document) application (i.e. via IDAS Form 32). The plan must show for all areas identified on the approved plan of development the following: a) Landscape specification of sufficient detail so that landscape works are to be

carried out; b) Plant schedule detailing number of plants, species, pot size and height at

planting; c) Details of soil and mulch types, including depths, areas of turf, garden edges

and paving finishes; d) the details of the irrigation system needed at least for establishment and

backflow prevention device.

18. Completion of Landscaping All of the landscaping works shown on the approved plan must be completed within 3 months of the approval.

19. Minimum Car Parking Spaces The car parking area must be constructed, sealed, line marked and drained for a minimum of 14 car parking spaces including 2 car parking spaces for people with disabilities. The car parking must be designed in accordance with AS/NZS2890.1:2004 Parking facilities Part 1: Off-street car parking and AS/NZS2890.6:2009 Parking facilities Part 6: Off-street parking for people with disabilities. Any car park lighting and other outdoor lighting, must comply with AS 4282-1997 Control of the obtrusive effects of outdoor lighting.

20. Car Park Kerbing a) A 125mm high vertical concrete kerb must be provided adjacent to the car

parking areas. b) Car parking bays abutting walls, footpaths and landscaping must be provided

with wheel stops.

21. Vehicle Manoeuvring All car parking spaces must be designed to allow all vehicles to drive forwards both when entering and leaving the property.

22. Parking Signs and Pavement Markings

A sign/signs and pavement markings must be provided directing drivers to the car parking.



Page 5 of 7

23. Loading /Unloading The loading and unloading of vehicles and the delivery of goods to and from the premises must at all times be undertaken entirely within the site and be so conducted as to cause minimum interference with other vehicular traffic.

24. Use of Car Parking areas The areas set aside for parking, vehicle manoeuvring and loading and unloading, must not be used for the storage or placement of goods or materials.

25. Fencing Any security fencing along the road frontages of the site must be constructed of a visually appealing material other than plain chain wire fencing. Minimum acceptable material is coloured/powder coated chain wire fencing.

26. Wash Down Bay The wastes or contaminants generated from conducting this approved activity must be removed from the premises in a manner which does not give rise to, or the potential for, environmental harm or environmental nuisance.

27. Aesthetic Screening The outdoor storage of any service facilities such as equipment, materials, service areas and service facilities such as rainwater tanks and break tanks must be aesthetically screened, to the satisfaction of Council, from all road frontages and adjacent properties.

28. Refuse Storage Area All refuse storage areas on the site must be screened so as not to be visible from all road frontages.

ASSESSMENT MANAGER’S ADVICE 1. Infrastructure Charges Notice

Pursuant to the Sustainable Planning Act 2009 and the State Planning Regulatory Provision (adopted charges) an Infrastructure Charges Notice relates to this Development Permit, and accompanies this notice.

2. Local Laws The approved development must also comply with Council’s current Local Laws under the Local Government Act 2009.



Page 6 of 7

3. Hours of Work It is the applicant/owner’s responsibility to ensure compliance with Section 440R of the Environmental Protection Act 1994, which prohibits any construction, building and earthworks activities likely to cause audible noise (including the entry and departure of heavy vehicles) between the hours of 6:30pm and 6:30am from Monday to Saturday and at all times on Sundays or Public Holidays.

4. Dust Control It is the applicant/owner’s responsibility to ensure compliance with Section 319 General Environmental Duty of the Environmental Protection Act 1994, which prohibits unlawful environmental nuisance caused by dust, ash, fumes, light, odour or smoke beyond the boundaries of the property during all stages of the development including earthworks and construction.

5. Sedimentation Control It is the applicant/owner’s responsibility to ensure compliance with Chapter 8, Part 3C of the Environmental Protection Act 1994 to prevent soil erosion and contamination of the stormwater drainage system and waterways.

6. Noise During Construction and Noise in General It is the applicant/owner’s responsibility to ensure compliance with Chapter 8, Part 3B of the Environmental Protection Act 1994.

7. General Safety of Public During Construction It is the principal contractor’s responsibility to ensure compliance with Section 19 (2) of the Work Health and Safety Act 2011. Section 19 (2) states that a person conducting a business or undertaking must ensure that the health and safety of other persons is not put at risk from work carried out as part of the conduct of the business or undertaking. It is the responsibility of the person in control of the workplace to ensure compliance with Section 20 (2) of the Work Health and Safety Act 2011. Sections 20 (2) states that the person in control of the workplace is obliged to ensure that the means of entering and exiting the workplace and anything arising from the workplace are without risks to the health and safety of any person.

8. Contaminated Land It is strictly the applicant/owner’s responsibility to source information regarding contaminated land from the Department of Environment and Heritage Protection, Contaminated Land Section as Council has not conducted detailed studies and does not hold detailed information pertaining to contaminated land.



Page 7 of 7

9. Advertising Sign Approval No advertising sign and/or advertising device must be erected without separate Council approval. An application to Council under Subordinate Local Law 1.4 must be made and approved prior to any such sign or device being erected.

10. Environmentally Relevant Activity It is the responsibility of the applicant or future owner/operator/tenant of any of the tenancies to ensure any Environmentally Relevant Activities to take place on the subject site have the appropriate approvals and associated permits before any such activities commence/are performed on site.

11. Trade Waste If there is a potential for trade waste to be produced on the subject site, it is the applicant’s or future owner/operator/tenant of any of the tenancies responsibility to ensure that all outlets have a licence to discharge trade waste to Council’s sewer system prior to any such trade waste being discharged.


Wilarose Trading Pty Ltd t/aGarage World Townsville16 Carroll StreetMt Louisa QLD 4814Tel (07) 4774 5777Fax (07) 4774 8088ABN 64 105 673 452

ScaleDate -

Project No. -

Client -Project -

Location -

Drawn -Sheet No.

NTH QLD CONSTRUCTION CONSULTING P. L.P.O Box 21 AITKENVALE Q 4814Unit 1, 9 Civil Rd, GARBUTT Q 4814Ph 4728 2339 - Fax 4728 2966Mobile Ph 0429 001 726Email - [email protected]

Licensed under the Queensland BuildingServices Authority (QBSA Act 1991)Building Design DraftingResidential Design DraftingContractor Licence Number - 1117428

Verify all dimensions on site beforecommencing any Building Works.

COPYRIGHT

Copyright Laws Prohibitthe use of this designin any from withoutwritten consent fromNth Qld ConstructionConsulting Pty Ltd

C

ABN & GST - 16 111 343 161 Checked By -As shown

B.J SwitzerKMM

- A2

Amendments: Revision

FOR CONSTRUCTION

G

13BS1048-GAR

Garage World

Lot 27 Centurion Drive, MACKAY QLD 4740

0

New General Industry Warehouse Complex

October 2013

PROJECT NO. - 13BS1048-GARREVISION NO. - F

GARAGE WORLD

NEW GENERAL INDUSTRYWAREHOUSE COMPLEX

LOT 27 CENTURION DRIVEMACKAY QLD 4740

Drawing List

Sheet Number Sheet Name1 3D Perspectives2 Site Layout Plan3 Ground Floor Layout Plan - Building 14 Part Ground Floor Layout Plan - Building 15 Slab Layout Plan - Building 16 Roof Sheeting Layout Plan - Building 17 Lighting Layout Plan - Building 18 Electrical Layout Plan - Building 19 Drainage Layout Plan - Building 1

10 Front & Side Elevations - Building 111 Rear & Side Elevations - Building 112 Typical Section Thru Building13 Disable Details - Building 114 Internal Elevation - Building 115 Ground Floor Layout Plan - Building 216 Roof Sheeting & Drainage Layout Plans - Building 217 Lighting & Electrical Layout Plans - Building 218 Front, Rear & Side Elevations - Building 219 Typical Section Thru Building20 Disable Details - Building 221 Standard Construction Details22 Insulation Details23 Standard Safe Design Report Details24 Standard Safe Design Report Details

OVERALL NORTH WEST PERSPECTIVE

Date No. Description06.11.13 C Rear Building Moved & Door Changes19.12.13 D For Construction03.09.14 E Building Notation Changes03.09.14 F Stage 2 Works Detailed09.09.14 G Minor Client Changes

H


leahs

Manual DA & Date


ScaleDate -

Project No. -

Client -Project -

Location -

Drawn -Sheet No.




COPYRIGHT


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B.J SwitzerKMM

- A2


FOR CONSTRUCTION

G

13BS1048-GAR

Garage World


1


October 2013

EAST PERSPECTIVE

NORTH PERSPECTIVE - BUILDING 1SOUTH PERSPECTIVE - BUILDING 1

SOUTH PERSPECTIVE - BUILDING 2

WEST PERSPECTIVE - BUILDING 2


H


leahs

Manual DA & Date

concretecross overfoot path

concrete driveway

Workshop/Storage

6000 buildingsetback area

71.245 278° 33' 05"

Carparks to complywith AS2890 Part 1Refer AS2890.6-2009 for

disable parking details

Note :-Refer Hydraulic Drawings for FireHydrant Location

Refer Engineers Drawings for allCivil Works Construction Drawings

Refer Landscape ArchitectDrawings For Landscaping Details

1

2

3

4

5

AB

12.7

55

(Bui

ldin

g 2

)

24.4

164.

064

2.00

0

8 9 10 11 12 13 1476

C

D

E

3.02012.00019.7142.4002.4002.7002.7002.7002.7002.7002.7003.3002.7002.7002.7002.7007.426

3.020

(Building 2)

12.00013.481

(Building 1)

42.715

3.020

(Building 2)

12.00013.481

(Building 1)

42.715

6.02

315

.729

1.00

05.

876

8.50

05.

900

4.40

011

.500

15.0278.500

Awning

ProposedOffice

600

0 bu

ildin

gse

tbac

k a

rea

3000 buildingsetback area

3000 buildingsetback areaconcrete driveway

concrete driveway

concretecross over

foot path

foot path2m wide landscaping 2m wide landscaping

2m widelandscaping

lawn

lawn

lawn

lawnlawn

ROAD

CEN

TUR

ION

DR

IVE

electric sliding gate

electric sliding gate

Refer AS2890.6-2009 fordisable parking details

8.505 323° 28'

37

.005

8

° 2

3' 2

0"

77.26 98° 23' 05"

43

.235

1

88°

24' 2

0"

DisableCarpark 12.4x5.4

Carpark2

2.7x5.4

Carpark3

2.7x5.4

Carpark4

2.7x5.4

Carpark5

2.7x5.4

Carpark6

2.7x5.4

Carpark7

2.7x5.4

Carpark8

2.7x5.4

Carpark9

2.7x5.4

Carpark10

2.7x5.4

Carpark11

2.7x5.4

Carpark12

2.7x5.4

DisableCarpark 14

2.4x5.4

shared zone2.4x5.4

shared zone2.4x5.4

hose cock

bulkrubbish bin

1800 highscreen

Carpark13

2.7x5.4

13.52711.500

9.02

215

.000

19.0

06

6.00

2

(Bui

ldin

g 1

)

18.0

005.

000

8.62

65.

400

Fall

Fall Fall

Fall

Fall

lawn

Stage 2

Trailer Parking

reconstituted concrete

HRV Parking

Stage 2 Washbay

Prime MoverParking

Stage 1

Prime MoverParking

6.06

424

.416

12.0

000.

755

16

15

3000 long fire wallFuture ConstructionDrawings by NQCC to follow

9.75

53.

000

3.02012.0003.000

COMPUTATIONSWorkshop/ Storage BuildingOfficeAwningService Vehicle Parking BuildingTotalSite CoverageLandscaping AreaLandscaping CoverageCarparking Required

Carparking Provided

654.12m²96.00m²

121.00m²292.99m²

1164.12m²35%

714.10m²21.5%

4 (1:30m² - Office)10 (1:100m² - Workshop)

14 Provided

---------

-

Town Planning NotationsRetaining WallStormwater DetentionMaximum Building HeightSite Area

----

N/AN/A8.5m3313m²

2700 2400

2400

5400

EQ EQ

800 ± 50

(Shared Space)(Dedicated Space)

Parking Aisle or Roadway

shared area not marked

other user space

REFER AS2890.6-2009 FORCARPARKING DETAILS

bollard

TYPICAL DISABLECARPARKING SPACE


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Location -

Drawn -Sheet No.




COPYRIGHT


C


B.J SwitzerKMM

- A2


FOR CONSTRUCTION

G

13BS1048-GAR

Garage World


2


October 2013

Property DescriptionLot 27 on SP261504Area of Land - 3313m²

Scale: 1 : 250SITE LAYOUT PLAN


Trailer Parking

Trailer Parking

H


leahs

Manual DA & Date


8

9 10 11 12 13

14

2

12

76

Disable handle heights, light switches,signs ect. to be installed in accordancewith AS1428.1-2009 (900-1100). Allother door handles heights to beinstalled in accordance to BCA D2.21

SECURITY SCREENS FIXEDTO ALL EXTERNAL SLIDINGGLASS WINDOWS UNLESSNOTED OTHERWISE

roof line

5000 high x 4500 wideColourbond Roller Shutter



500

0 hi

gh x

450

0 w

ide

Col

ourb

ond

Rol

ler

Shu

tter

500

0 hi

gh x

450

0 w

ide

Col

ourb

ond

Rol

ler

Shu

tter

920

920

920

920

920

820

920

920

W06 W07

W05

W04

W03

W02

W01

920

920

WaitingRoom

Office

Office

LunchRoom

Reception

refmw

sink

desk

acs

acs

seat

shower

gr

gr

CSCS

CS

CS

CS

CS

Work Shop

CS

EX

IT

roof line

rafte

r be

am (

RE

D)

RHS column(RED)

RHS column(RED)

Awning

600060006000600060006000

283

6200

364656250

colourbond trimdekhi ten wall sheeting

ridge line

5000

1800

0

Por

tal F

ram

e ov

er (

RE

D)

Por

tal F

ram

e ov

er (

RE

D)

Por

tal F

ram

e ov

er (

RE

D)

Por

tal F

ram

e ov

er (

RE

D)

Por

tal F

ram

e ov

er (

RE

D)

Por

tal F

ram

e ov

er (

RE

D)

Por

tal F

ram

e ov

er (

RE

D)

EXIT

EXIT

grgr

1962

0

2300

0

chchch

C

D

E

indicates translucent sheetingto centre of each bay

Bay 1Bay 2Bay 3Bay 4Bay 5Bay 6

fe

fe

fe

fe

F

rafte

r be

am (

RE

D)

rafte

r be

am (

RE

D)

rafte

r be

am (

RE

D)

rafte

r be

am (

RE

D)

RHS column(RED)

RHS column(RED)

RHS column(RED)

61332420059836400

14 50

00

150

1770

0

150

150

36165

150

6050

The Joinery Layout shown on these plans, isindicative only and subject to final design byothers as determined by the PC allowance.

1500

016

00

basin

acs

920

EXIT

1

12

FHR

fe

CS

CS

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COPYRIGHT


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B.J SwitzerKMM

- A2


FOR CONSTRUCTION

G

13BS1048-GAR

Garage World


3


October 2013

Floor Areas

Name AreaAwning 121.00 m²Work Shop / Storage 654.12 m²Office 96.00 m²Building 1 - Stage 1 871.12 m²Service Vehicle Parking 292.99 m²Building 2 - Stage 1 292.99 m²Stage 2 115.20 m²Building 2 - Stage 2 115.20 m²Grand total 1279.32 m²

Scale: 1 : 100GROUND FLOOR LAYOUT PLAN - BUILDING 1 REFER SHEET 21 FOR

WINDOW SCHEDULE


H


leahs

Manual DA & Date

8

7

6

CD E

ref

microwave shelf

sink

desk

acs

acs

seat

shower

gr

gr CS

CS

CS

CS

CS

Portal Frame over (RED)

gr

gr

chair

fe

basin

acs

basin

920

920

920

overhead cupboards

bench

W01 W02 W03 W04 W05

W06

W07

920

920

920920

CS

chair

chair14

13

200

4400

70

3270

70

3270

70

3450

200

200

2710

70

11820

200

200

6000

200

200

1660

70

4270

200

200

2510

70

3420

200

70

920

70

245 15

0

150

1470

70

520

70

70

2060

150

A A

A

A

B

BB

B

B

B

A

EL

EV

AT

ION

5

EL

EV

AT

ION

1

ELEVATION 2

ELEVATION 4

EL

EV

AT

ION

3

200 series masonry

CS

CS

6400

15000 1600

6400

1600

Disable handle heights, light switches,signs ect. to be installed in accordancewith AS1428.1-2009 (900-1100). Allother door handles heights to beinstalled in accordance to BCA D2.21

The Joinery Layout shown on these plans, isindicative only and subject to final design byothers as determined by the PC allowance.

SECURITY SCREENS FIXED TO ALLEXTERNAL SLIDING GLASS WINDOWSUNLESS NOTED OTHERWISE

A - Denotes Insulated Masonry Walls(Refer to Sheet 22 for details)

NOTE :-

B - Denotes Insulated Timber FramedWalls (Earthwool or similar)

Office OfficeWaitingRoom

Reception

LunchRoom

1800 1800 1900 1800 1500 1800 1600 2200 600

2600

2200

1600

(Blockwork Openings)

(Blo

ckw

ork

Ope

ning

s)

fe

Washing machine

Refer Engineers Drawingsfor final sizing & fixing details

LEGEND

RED

wm

RefrigeratorRef.

FE

EXIT

AB (E) Fire ExtinguisherDry Chemical Fire Extinguisher 2A6088installed in accordance with AS 2444

Emergency Fire Exit Light - Maintained

Circulation SpaceCS

acs Ambulant Circulation Space

Floor wastefw

MSkytube Intech STV252 MechanicalVentilation in accordance with AS1668.2

Fire Hose ReelFHR

Grab Railgr

Microwavemw

Chairch


ScaleDate -

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COPYRIGHT


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B.J SwitzerKMM

- A2


FOR CONSTRUCTION

G

13BS1048-GAR

Garage World


4


October 2013

Scale: 1 : 50PART GROUND FLOOR LAYOUT PLAN - BUILDING 1

REFER SHEET 21 FORWINDOW SCHEDULE


H


leahs

Manual DA & Date

N.G.LFloor Line

Top of Column

colourbond trimdekhi ten wall claddingcolourbond Trimdek Hi Ten

roof sheeting on 5° pitch

feature front door

Top of Openings

Top of Blockwork

C DE

6000

300

21002700

300

colourbond Trimdek Hi Tenroof sheeting on 10° pitch

F colourbond Trimdek Hi Tenroof sheeting on 3.5° pitch

SHS columns (RED)

200 rendered masonry

blueboard sheeting togable with rendered finish

colourbond trimdek hi tenfeature wall cladding

N.G.L

Floor Line

Top of Column

8 9 10 11 12 13 1476

Top of Blockwork

300

6000

300

2700

colourbond trimdekhi ten wall cladding


Colourbond Trimdek Hi Tenroof sheeting on 10° pitch


fire exit door

translucent sheetingto centre of each bay


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COPYRIGHT


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B.J SwitzerKMM

- A2


FOR CONSTRUCTION

G

13BS1048-GAR

Garage World


10


October 2013

Scale: 1 : 100FRONT ELEVATION - BUILDING 1

Scale: 1 : 100R H SIDE ELEVATION - BUILDING 1


H


leahs

Manual DA & Date

N.G.LFloor Line

Top of Column

Top of Openings

891011121314 7 6

Top of Blockwork

6000

300

2700

300

2100






colourbond Trimdek Hi Tenroof sheeting on 3.5° pitch

SHS columns (RED)


Fire Hose Reel

N.G.LFloor Line

Top of Column

Top of Openings

CD E


5000 high x 4500 wideColourbond Roller Shuttercolourbond trimdek

hi ten wall cladding

colourbond Trimdek Hi Tenroof sheeting on 3.5° pitch


920 fire exit door

6000

300

2100

F

SHS columns (RED)

5600

(Top of Column)


ScaleDate -

Project No. -

Client -Project -

Location -

Drawn -Sheet No.




COPYRIGHT


C


B.J SwitzerKMM

- A2


FOR CONSTRUCTION

G

13BS1048-GAR

Garage World


11


October 2013

Scale: 1 : 100L H SIDE ELEVATION - BUILDING 1

Scale: 1 : 100REAR ELEVATION - BUILDING 1



leahs

Manual DA & Date

N.G.L

Floor Line

Top of Column

Top of Openings

C DF



6000

300

2100

Refer Engineer's Drawingsfor final sizing & fixing details

Air-cell Insulation or similar under roof sheeting, installedstrictly in accordance with manufacturer's specifications - R2.6

Colourbond Trimdek Hi Ten roof sheeting on 10° pitchfixed in accordance with Manufacturer's Specifications'C' section purlins sized & detailed

as per Engineer's Drawings

'C' Section Portal Frame sized &detailed as per Engineer's Drawings


'C' Section Girts sized & detailedas per Engineer's Drawings

End 'C' Section Columns sized &detailed as per Engineer's Drawings

colourbondfascia/gutter

'C' Section Rafter sized & detailedas per Engineer's Drawings

'C' section purlins sized & detailedas per Engineer's Drawings

SHS columns sized & detailed asper Engineer's Drawings

Colourbond trimdek hi ten wall sheeting

Consolidated Sand Fill200 Micron Polyethylene membrane lapped200mm and sealed with pressure sensitive tape

SL82 mesh30 from top

Refer Engineer's Drawings forfinal footing and slab design

920 solidcore door

EXIT

Colourbond Trimdek Hi Ten roof sheeting on 3.5° pitchfixed in accordance with Manufacturer's Specifications

5600

(Top of Column)

N.G.L

Floor Line

Top of Openings

Top of Blockwork

2100

Colourbond fascia/gutter

Consolidated Sand Fill200 Micron Polyethylene membrane lapped200mm and sealed with pressure sensitive tape



70x35 T2 Red SW framing

65x12 feature skirting

50x38 Ceiling Battens at 450 max crs(Alternative - Stramit Celing Battens - 0.42mm bmt)

SW Gangnail Trusses at 900mm max crs located asper Manufacturer's Engineered Design Layout Plan


75x38 HW (F14) roof battens at 900mm max crs, 80% end spans,fixed with 1 - 90mm No.14 Type 17 batten screw in General area(Alternative - Stramit Cyclone Roof Batten - 0.75mm bmt)

Colourbond Trimdek Hi Ten roof sheeting on 5° pitchfixed in accordance with Manufacturer's Specifications

Plasterboard wall and ceiling sheetingwith finishing 90mm Plaster Cornice

2-200x200 continuous BondBeam with 1-N16 rod in each

1-N16 rod at 1200mm maxcrs & either side of openings

200 Series Masonry

starter rod

2 rows of 75x38HW Binders

flashing

200x50x6 cleat drilled for 1-M16 bolt(Refer Truss Manufacturer's Tie Downs &Consulting Engineer's Tie Down Details)

300

2700

AA A

A

BB B

W01 W02 W03 W04 W05

blueboard sheeting togable with rendered finish

A - Denotes Insulated Masonry Walls(Refer Sheet 22 for Details)

NOTE :-

B - Denotes Insulated Timber FramedWalls (Earthwool or similar)


ScaleDate -

Project No. -

Client -Project -

Location -

Drawn -Sheet No.




COPYRIGHT


C


B.J SwitzerKMM

- A2


FOR CONSTRUCTION

G

13BS1048-GAR

Garage World


12


October 2013

Scale: 1 : 50TYPICAL SECTION THRU WAREHOUSE 1

Scale: 1 : 50TYPICAL SECTION THRU OFFICE


H


leahs

Manual DA & Date

portal frame over (RED)

fe


roof line

1

2

3

4

5

AB

920 W10

500

0 hi

gh x

450

0 w

ide

Col

ourb

ond

Ro

ller

Shu

tter

920

W11

2441

612000

6000

6000

6000

6000

920

W12

fe




ridge line

ServiceVehicleParking

Bay 1

Bay 2

Bay 3

Bay 4

CS

CS

CS

shower

seat

EXIT

EXIT

gr

gr

Future Wash Bay

600x600 drain(Refer HydraulicDrawings)

indicates translucent sheetingto centre of each bay


500

0 hi

gh x

450

0 w

ide

Col

ourb

ond

Ro

ller

Shu

tter

500

0 hi

gh x

450

0 w

ide

Col

ourb

ond

Ro

ller

Shu

tter

500

0 hi

gh x

450

0 w

ide

Col

ourb

ond

Ro

ller

Shu

tter

W09W08

basin

150

502710

70

8870

150

11406

150

2076

0

70

3120

7096

150

150

2411

6

150

150

11700

150

120

1

19

fall

fall

fall

fall

Washing machine

Refer Engineers Drawingsfor final sizing & fixing details

LEGEND

RED

wm

RefrigeratorRef.

FE

EXIT

AB (E) Fire ExtinguisherDry Chemical Fire Extinguisher 2A6088installed in accordance with AS 2444

Emergency Fire Exit Light - Maintained

Circulation SpaceCS

acs Ambulant Circulation Space

Floor wastefw

MSkytube Intech STV252 MechanicalVentilation in accordance with AS1668.2

Fire Hose ReelFHR

Grab Railgr

Microwavemw

Chairch


1

2

3

4

5

AB

2441

6

12000

27.2

06 -

(Ove

rall

Dia

gona

l)

FL300

ScaleDate -

Project No. -

Client -Project -

Location -

Drawn -Sheet No.




COPYRIGHT


C


B.J SwitzerKMM

- A2


FOR CONSTRUCTION

G

13BS1048-GAR

Garage World


15


October 2013

Scale: 1 : 100GROUND FLOOR LAYOUT PLAN - BUILDING 2

Floor Areas

Name AreaAwning 121.00 m²Work Shop / Storage 654.12 m²Office 96.00 m²Building 1 - Stage 1 871.12 m²Service Vehicle Parking 292.99 m²Building 2 - Stage 1 292.99 m²Stage 2 115.20 m²Building 2 - Stage 2 115.20 m²Grand total 1279.32 m²

Scale: 1 : 100SLAB LAYOUT PLAN - BUILDING 2

Termite Protection: -A durable notice must be permanently fixed to theBuilding in a prominent location, such as a meter boxor the like, indicating the following ; -1. - The Method of Protection.2. - The Date of Installation of the System.3. - Where a chemical barrier is used, its life expectancy as listed on the National Registration Authority Label.4. - The Installer's or Manufacturers recommendations for the scope and frequency of future inspections for Termite Activity.

Note: -Refer Engineers drawings forfinal footing and slab design

REFER SHEET 21 FORWINDOW SCHEDULE


H


leahs

Manual DA & Date

AB



920 fire exit door

300

6000

300

2400 2100

N.G.LFloor Line

Top of Column

Top of Openings

12345

6000

300

2400

300





Ceiling Line - Building 2

2100

(Stage 2)

12000

16 15


N.G.LFloor Line

Top of Column

Top of Openings

1 2 3 4 5

6000

300

2400

300








2100

(Stage 2)

12000

1615

N.G.LFloor Line

Top of Column

Top of Openings

A B





ScaleDate -

Project No. -

Client -Project -

Location -

Drawn -Sheet No.




COPYRIGHT


C


B.J SwitzerKMM

- A2


FOR CONSTRUCTION

G

13BS1048-GAR

Garage World


18


October 2013

Scale: 1 : 100FRONT ELEVATION - BUILDING 2

Scale: 1 : 100R H SIDE ELEVATION - BUILDING 2

Scale: 1 : 100L H SIDE ELEVATION - BUILDING 2

Scale: 1 : 100REAR ELEVATION - BUILDING 2


H


leahs

Manual DA & Date

N.G.L

Floor Line

Top of Column

Top of Openings

A B


W09 W08 920 solidcore door

EXIT

Refer Engineer's Drawingsfor final sizing & fixing details


Colourbond Trimdek Hi Ten roof sheeting on 10° pitchfixed in accordance with Manufacturer's Specifications'C' section purlins sized & detailed

as per Engineer's Drawings



'C' Section Girts sized & detailedas per Engineer's Drawings

End 'C' Section Columns sized &detailed as per Engineer's Drawings

colourbondfascia/gutter

Colourbond trimdek hi ten wall sheeting

Consolidated Sand Fill 200 Micron Polyethylene membrane lapped200mm and sealed with pressure sensitive tape



920 DDAcompliantdoor70x35 MGP10 T2 Red Framing

sheeted with 6mm Villaboard internally& 4.5mm Hardiflex externally

- 19mm Plywood flooring- 'C' section floor joists at 450 max crs (RED)- 50x38 Ceiling Battens at 450 max crs(Alternative - Stramit Celing Battens - 0.42mm bmt)- 4.5mm Hardiflex Ceiling sheeting- 180x25 facing

6000

300

2400

300

2100


ScaleDate -

Project No. -

Client -Project -

Location -

Drawn -Sheet No.




COPYRIGHT


C


B.J SwitzerKMM

- A2


FOR CONSTRUCTION

G

13BS1048-GAR

Garage World


19


October 2013

Note: -Refer to Engineer's drawings for all Structural Design work& detailing pertaining to foundations, slabs, externalwalls, columns, floors & roof framing, and truss tie downs.Engineer's drawings take precedence over these drawings.

Scale: 1 : 50TYPICAL SECTION THRU WAREHOUSE 2


H


leahs

Manual DA & Date

Decision Notice


Sustainable Planning Act Appeals Chapter 7 Part 1 Planning and Environment Court: Division 8 – Appeals to court relating to development applications 461 Appeals by Applicants 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 the development application; (b) any condition of a development approval, another matter stated in a development approval and the identification or inclusion of a code under section 242; (c) the decision to give a preliminary approval when a development permit was applied for; (d) the length of a period mentioned in section 341; (e) a deemed refusal of the development application. (2) An appeal under subsection (1)(a), (b), (c), or (d) must be started within 20 business days (the applicant’s appeal period) after- (a) if a decision notice or negotiated decision notice is given-the day the decision notice or negotiated decision notice is given to the applicant; or (b) otherwise-the day a decision notice was required to be given to the applicant. 462 Appeals by submitters – General (1) A submitter for a development application may appeal to the court only against- (a) the part of the approval relating to the assessment manager’s decision about any part of the application requiring impact assessment under section 314; or (b) the part of the approval relating to the assessment manager’s decision under section 327 (2) To the extent an appeal may be made under subsection (1), the appeal may be against 1 or more of the following- (a) the giving of a development approval; (b) any provision of the approval including- (i) a condition of, or lack of condition for, the approval; or (ii) the length of a period mentioned in section 341 for the approval. (3) However, a submitter may not appeal if the submitter- (a) withdraws the submission before the application is decided; or (b) has given the assessment manager a notice under section 339(1)(b)(ii) (4) The appeal must be started within 20 business days (the submitter’s appeal period) after the decision notice or negotiated decision notice is given to the submitter.


Decision Notice


463 Additional and extended appeal rights for submitters for particular development applications (1) This section applies to a development application to which chapter 9, part 7 applies. (2) A submitter of a properly made submission for the application may appeal to the court about a referral agency’s response made by a prescribed concurrence agency for the application. (3) However, the submitter may only appeal against a referral agency’s response to the extent it relates to- (a) if the prescribed concurrence agency is the chief executive (fisheries)-development that is- (i) a material change of use of premises for aquaculture; or (ii) operational work that is the removal, damage or destruction of a marine plant. (4) Despite section 462(1), the submitter may appeal against the following matters for the application even if the matters relate to code assessment- (a) a decision about a matter mentioned in section 462(2) if it is a decision of the chief executive (fisheries); (b) a referral agency’s response mentioned in subsection (2) 464 Appeals by advice agency submitters (1) Subsection (2) applies if an advice agency, in its response for an application, told the assessment manager to treat the response as a properly made submission. (2) The advice agency may, within the limits of its jurisdiction, appeal to the court about- (a) any part of the approval relating to the assessment manager’s decision about any part of the application requiring impact assessment under section 314; or (b) any part of the approval relating to the assessment manager’s decision under section 327. (3) 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. (4) However, if the advice agency has given the assessment manager a notice under section 339(1)(b)(ii), the advice agency may not appeal the decision.


Decision Notice


NOTICE OF INTENTION TO COMMENCE USE

Planning Approval DA-2014-223

Date of Approval 10 April 2015

Approved Material Change of Use - General Industry (Engineering Workshop) and Transport Depot

Location 45-47 Centurion Drive, PAGET QLD 4740

Property Description Lot 27 on SP261504 I am hereby notifying you of my intention to commence the approved use on ______________________________ (insert date). I have read the conditions of the above Decision Notice and believe that all the applicable conditions have been complied with. Applicant: Robert G Tanner Address: C/- Cardno HRP PO Box 244 MACKAY QLD 4740

_________________________________________ Signature of Applicant Date: ______________


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