20
YOUR REF: 75017 OUR REF: DA-2013-222 5 September 2013 Ricky A Jones and Alison N Jones C/- Development Certification PO Box 1155 AITKENVALE QLD 4814 Dear Sir/Madam DECISION NOTICE Applicant: Ricky A Jones and Alison N Jones Proposal: Material Change of Use - Dwelling House (Flood and Inundation Overlay Code) Application Number: DA-2013-222 Address: 6 Swallow Street, SLADE POINT QLD 4740 Property Description: Lot 41 on S2579 Please find enclosed the above Decision Notice with the relevant attachments: Decision Notice Assessment Manager’s Conditions Referral Agencies Conditions Approved Plans Appeal Rights If you require any further information, please contact Josephine McCann. This is a Mackay Regional Council digitally signed document.

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Page 1: Ricky A Jones and Alison N Jones C/- Development ... · Ricky A Jones and Alison N Jones 4. PROPOSAL Material Change of Use - Dwelling House (Flood and Inundation Overlay Code) 5

 

 

YOUR REF: 75017

OUR REF: DA-2013-222

5 September 2013 Ricky A Jones and Alison N Jones C/- Development Certification PO Box 1155 AITKENVALE QLD 4814 Dear Sir/Madam DECISION NOTICE Applicant: Ricky A Jones and Alison N Jones Proposal: Material Change of Use - Dwelling House (Flood and

Inundation Overlay Code) Application Number: DA-2013-222 Address: 6 Swallow Street, SLADE POINT QLD 4740 Property Description: Lot 41 on S2579 Please find enclosed the above Decision Notice with the relevant attachments: Decision Notice Assessment Manager’s Conditions Referral Agencies Conditions Approved Plans Appeal Rights If you require any further information, please contact Josephine McCann.

This is a Mackay Regional Council digitally signed document.

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Decision Notice

Sustainable Planning Act  

 

Application Number: DA-2013-222

Date of Decision: 5 September 2013

1. APPLICANT/S DETAILS

Name: Ricky A Jones and Alison N Jones

Postal Address:

C/- Development Certification

PO Box 1155

AITKENVALE QLD 4814

2. PROPERTY DETAILS

Property Address: 6 Swallow Street, SLADE POINT QLD 4740

Property Description: Lot 41 on S2579

3. OWNER’S DETAILS

Ricky A Jones and Alison N Jones

4. PROPOSAL Material Change of Use - Dwelling House (Flood and Inundation Overlay Code)

5. DECISION TYPE

DEVELOPMENT DECISION Material Change of Use Development Permit

Approved in Full Subject to Conditions

This is a Mackay Regional Council digitally signed document.

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Decision Notice

Sustainable Planning Act  

 

6. 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.

7. IDAS REFERRAL AGENCIES

 Concurrence Agencies Dept of State Devel,

Infrastructure and Planning Mackay Isaac Whitsunday Regional Office PO Box 710 MACKAY QLD 4740

8. SUBMISSIONS There were no properly made submissions received on this application.

9. PLANNING SCHEME

This decision is issued under the Mackay City Planning Scheme including amendments up to 19 December 2011.

10. SUPERSEDED PLANNING SCHEME

Not Applicable

11. FURTHER APPROVALS REQUIRED

Building Works – Development Permit (Dwelling) Plumbing and Drainage Works – Compliance Permit (Dwelling)

12. PRELIMINARY APPROVAL OVERRIDING THE PLANNING SCHEME

Not Applicable

13. 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.

14. 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. 15. ASSESSMENT MANAGER SIGNATURE

Name Shane Kleve

Position Principal Planner

Signature Date

This is a Mackay Regional Council digitally signed document.

shane
Typewritten Text
5th September 2013
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ASSESSMENT MANAGER CONDITIONS Application Number: DA-2013-222 Decision Date: 5 September 2013

 

Page 1 of 4 

1. Plan of Development

The approved Material Change of Use - Dwelling House and Residential Storage Shed 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/ Job No

Plan Drawing No

Sheet Issue Prepared by

Date

New Dwelling

Site Plan 12-036 1 of 19 E Design Solutions

June 2013

New Dwelling

Ground Floor Plan

12-036 2 of 19 E Design Solutions

June 2013

New Dwelling

Upper Floor Plan

12-036 3 of 19 E Design Solutions

June 2013

New Dwelling

Setout Plan 12-036 4 of 19 E Design Solutions

June 2013

New Dwelling

Elevations 1 & 2

12-036 5 of 19 E Design Solutions

June 2013

New Dwelling

Elevations 3 & 4

12-036 6 of 19 E Design Solutions

June 2013

New Dwelling

Section A 12-036 7 of 19 E Design Solutions

June 2013

TS3000 -AUS

Shed Plan 60/TC2/1 Versatile Buildings (Australia) Pty Ltd

SERIES 3 VER1.1: October 2009

2. Demolish/Remove Existing Structure(s)

All existing building/s currently situated on the subject site must be demolished or removed from the subject site prior to the lodgement of an application for a permit for building works with a private building certifier (for this new dwelling house and residential storage shed). A Building Approval is required for demolition and should be issued by a Private Building Certifier.

3. Floor Level

The minimum habitable floor level of the proposed development must be the higher of:-

300 mm above the Q100 flood level 300 mm above the top of kerb 300 mm above the crown of the road 225 mm above ground level RL 6.0m AHD (within 100m of foreshore) for Mackay and environs

This is a Mackay Regional Council digitally signed document.

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ASSESSMENT MANAGER CONDITIONS Application Number: DA-2013-222 Decision Date: 5 September 2013

 

Page 2 of 4 

4. Ground Floor - Non Habitable Areas

a. All the rooms/areas on the ground floor of this dwelling house do not achieve the minimum finished floor level as detailed in Material Change of Use - Condition 3 and therefore cannot be utilised as a habitable rooms.

b. A note to this effect will be placed on Council’s Rates Database to inform

prospective purchasers. 5. Compliance with Conditions (Prior to Use)

All conditions must be complied with prior to the commencement of the use on the subject site, unless specified in an individual condition.

6. Maintenance of Development

Maintain the approved development (including landscaping, carparking, driveways and other external spaces) in accordance with the approved drawing(s) and/or documents, and any relevant Council engineering or other approval required by the conditions.

7. Conflict between plans and written conditions

Where a discrepancy or conflict exists between the written condition(s) of the approval and the approved plans, the requirements of the written condition(s) will prevail.

8. Invert Crossing

An invert crossing and concrete driveway must be constructed in accordance with Council’s Standard Drawing A3-773 and Council’s Policy 24."Driveway and Property Accesses Crossing Roads" for access to Swallow Street. A Minor Works Approval is required for the construction of this crossing.

9. Stormwater Drainage

Stormwater from the site (including roofwater) shall be collected within the property boundaries and discharged to either Swallow Street via an underground system or to a rubble pit located within the lot. A Minor Works permit will be required for any connections to the road reserve.

10. 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.

This is a Mackay Regional Council digitally signed document.

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ASSESSMENT MANAGER CONDITIONS Application Number: DA-2013-222 Decision Date: 5 September 2013

 

Page 3 of 4 

11. Existing Services - Water and Sewer

The proposed development must connect to the existing reticulated water and sewer services provided to the subject site.

12. Sewers Policy All building work is to comply with Council’s Policy MW02 – “Building Over and Adjacent to Sewers”.

13. Live Connections

Council’s Water and Waste Services Department is to carry out all water connection and live sewer work at the developer’s expense.

14. 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 Specifications.

15. Electricity and Telecommunications Services

The approved development must be provided with electricity and telecommunications infrastructure.

16. Damage

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

ASSESSMENT MANAGER’S ADVICE  1. Engineering Assessment

An engineering assessment was not undertaken as part of this approval, therefore it is the applicant’s responsibility to demonstrate that the proposal is able to be constructed with full compliance.

2. Local Laws

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

This is a Mackay Regional Council digitally signed document.

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ASSESSMENT MANAGER CONDITIONS Application Number: DA-2013-222 Decision Date: 5 September 2013

 

Page 4 of 4 

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) 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.

This is a Mackay Regional Council digitally signed document.

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Department ofTransport and Main Roads

Real Property Description: Lot 41S2579

Michelle Kester

Our ref

Street Address: 6 Swallow Street, Slade Point QLD 4740

19 August 2013

Your ref

Assessment Manager ref.: DA-2013-222

The Chief Executive OfficerMackay Regional CouncilPO Box 41Mackay QLD 4740

DA-2013-222

Local Government Area: Mackay Regional Council

Attention: Josephine McCann

Dear Sir/Madam

CONCURRENCE AGENCY RESPONSE – NO REQUIREMENTS

Reference is made to the referral agency material for the development application describedabove which was received by the Department of Transport and Main Roads (thedepartment) under section 272 of the Sustainable Planning Act 2009 (SPA) on 8 July 2013.

An assessment of the proposed development has been undertaken against the purposes ofthe Transport Infrastructure Act 1994 for state-controlled roads. Based on this jurisdiction,the department provides this concurrence agency response under section 285 of the SPA.

The department advises the assessment manager that it has no requirements relating to theapplication.

The department may change its concurrence agency response in accordance with section290(1)(b) of the SPA.

The department must be provided with a copy of the assessment manager’s decision noticeregarding the application within five (5) business days after the day the decision is made inaccordance with section 334 of the SPA.

TMR13-006737

Program Delivery and Operations Telephone +61 7 4951 8524Mackay\Whitsunday Region Facsimile +61 7 4951 850046 Gordon St Mackay Queensland 4740 Website www.tmr.qld.gov.auPO Box 62 Mackay Queensland 4740 Email [email protected]

ABN: 39 407 690 291

Proposed Development: Material Change of Use – Dwelling House (Flood andInundation Overlay Code)

Enquiries

This is a Mackay Regional Council digitally signed document.

michellem
Received (Manual Date)
Page 9: Ricky A Jones and Alison N Jones C/- Development ... · Ricky A Jones and Alison N Jones 4. PROPOSAL Material Change of Use - Dwelling House (Flood and Inundation Overlay Code) 5

C/c

A copy of this response has been sent to the applicant for their information.

If you have any queries or wish to seek clarification about any of the details in this response,please contact Michelle Kester, Town Planner (Corridor Management) on 07 4951 8624.

Yours sincerely

for Ian HusbandRegional Director

Page 2 of 2

Ricky jones & Alison JonesC/- Development Certification PO Box 1155Aitkenvale BC QLD 4814

This is a Mackay Regional Council digitally signed document.

Page 10: Ricky A Jones and Alison N Jones C/- Development ... · Ricky A Jones and Alison N Jones 4. PROPOSAL Material Change of Use - Dwelling House (Flood and Inundation Overlay Code) 5

Department ofTransport and Main RoadsTMR13-006737

Attention: Candace Mitchell

Please find attached correspondence for your information and action as required. Shouldyou wish to discuss this correspondence, please contact Michelle Kester, Town Planner(Corridor Management) on 07 4951 8624.

Yours sincerely

for Ian HusbandRegional Director

19 August 2013

Our ref.:

Page 1 of 1

C/c

Your ref.: 75017

Ricky jones & Alison JonesC/- Development Certification PO Box 1155Aitkenvale BC QLD 4814

This is a Mackay Regional Council digitally signed document.

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PROPOSEDFOR

DESIGN WIND SPEED -SOIL CLASSIFICATION - CLASSFOOTING DESIGN -FRAMING DESIGN -TERMITE BARRIER -

DESIGN PARAMETERS

BUSHFIRE ATTACK -STEEP LAND - No

NEW DWELLINGA. & R. JONES

6 SWALLOW STREET SLADE POINT

C2S

BY ENGINEERTO AS1684

TERMIMESH OR KORDONN/A

Sheet No. Sheet Name1 SITE PLAN2 GROUND FLOOR PLAN3 UPPER FLOOR PLAN4 SETOUT PLAN5 ELEVATIONS 1 & 26 ELEVATIONS 3 & 47 SECTION A8 FLOOR FRAME PLAN9 LOWER BRACING PLAN10 UPPER FRAMING & BRACING11 DETAIL SECTIONS12 BLOCKWORK DETAILS13 FRAMING DETAILS14 BRACING DETAILS15 BRACE FRAMES16 BALUSTRADE DETAILS17 WATERPROOFING18 SUSTAINABLE FIXTURES19 WH&S REPORT

ST01-STO4 ENGINEERS DRAWINGS

NOTES

GLAZING NOTES - BCA 2009 Volume2DOORS:

Glass in doors must be grade A safety glazing material in accordance with3.6.4.1 Table 3.6.5 and Figure 3.6.1 Door side panels in accordance with 3.6.4.2

FULL HEIGHT FRAMED GLAZED PANELS:A glazed panel located in a Building so that it is capable of being mistaken for anunobstruted opening must be glazed with:-

(i) Grade A safety glazing material in accordance with table 3.6.5 or(ii) Ordinary annealed glass complyimg with Table 3.6.5 provided the glazed area

is not more than 0.9m².VISIBILITY OF GLAZING:

If the presence of glazing in a door, side panel or panel capable of beingmistaked for a doorway or opening is not made apparent in accordance with3.6.4.3(b)(iii) the glass must be marked to make it readily visible in the form ofan opaque band not less than 20mm in height located so that the upper edge isnot less than 700mm above the floor and the lower edge is not more than1200mm above the floor. In accordance with 3.6.4.6

WATER TANK NOTES1) A rainwater tank must have a minimum storage capacity of 5000 litres for a

detached class 1 building or at least 3000 litres per dwelling for multipledwelling units.

2) A rainwater tank is installed to recieve rainfall from a minimum roof catchmentarea that is at least one half the total roof area or 100m² whichever is thelesser.

3) A rainwater tank is connected to toilet cisterns and washing machine coldwater taps.

4) A rainwater tank is to have a screened downpipe rainhead having screenmesh 4 - 6mm and designed to prevent leaves from entering each downpipe.A minimum of 20 litres of the first flush of roof catchment rainwater divertedor discarded before entering the rainwater tank.

5) A rainwater tank is provided with a mosquito proof screen of brass, copper,aluminium or stainless steel gauze not coarser than 1mm aperture mesh; orflap valves at every opening of the rainwater tank and a vermin trap.

6) A rainwater tank has an automatic switching devce providing supplimentarywater from the reticulated town water supply; or; a trickle top up systemproviding supplimentary water from the reticulated town water supply with aminimum flow rate of 2 litres per minute and a maximum flow rate of 4 litres perminute and top up valves located in an accessible location and a minimumstorage volume of the reticulated town water supply top up not exceeding1000 litres.

7) A backflow prevention device is installed to protect the drinking water within thereticulated town water supply system in accordance with AS/NZS3500:2003.

8) All rainwater tanks are sealed to prevent surface stormwater and groundwaterentering the rainwater tank. The rainwater tank overflow is connected to theexisting stormwater system or kerb and channel or inter-allotment stormwater pit.If no stormwater system exists and the property falls away from the street therainwater tank overflow may have to be drained to an on-site stormwaterdispension system. A physical air break or non return valve on the outlet from therainwater tank overflow is provided before connecting to the stormwater drainagesystem.

9) A rainwater tank has one notice on the front of the rainwater tank and one noticeon the cover, not less than 450mm x 250mm in size and text in capital letters ofnot less than 25mm in height with the following identification:WARNING: RAINWATER.

SITE NOTES1) The platform immediately surrounding the building to fall away from the

building at a slope of 1 : 20 min.2) The surface drainage is to discharge evenly within the site and without

nuisance to adjoining properties.3) Cut and fill batters not to exceed a maximum slope of 1 : 1 (45°)4) Unless noted on the site plan, retaining walls to be 1000mm high max. With 65

AG pipe (To discharge to stormwater line) and granular backfill behind andwholly contained within the site.

5) Height of fence including height of retaining wall are not to exceed 2.0m abovenatural ground level.

6) Driveway slope not to exceed 1 vertical to 4 horizontal.

GENERAL NOTES:1) All timber framed walls to wet areas to be lined with Fibre Cement Sheet.2) Floors to all wet areas to have fall to Floor Waste.3) First floor timber floors to all wet areas to have an approved "Wet Area" flooring

fixed in accordance with Manufacturers Specification.4) W.C.'s to have a minimum clear width of 900mm.5) Doors to W.C.'s to have lift off hinges.6) All handrails to be min 1000mm above finished floor level (Carpet, Tiles,etc.)

and with 125 Max spacing between balustrading.7) All Laminated beams to have full width bearing at each end.8) Masonry Construction to AS3700. Timber framed construction to AS1684.3.9) Wall frames shown nominal size. Refer Framing Schedule for size and grade.10)True dimensions take precedence over scaled dimensions. If a discrepancy

occurs contact Design Solutions before proceeding with construction.

Design Solutions Mackay Pty Ltd is committed to environmentalysustainable practices. Our drawings are produced using highquality paper made from 100% plantation fibre which meets orexceeds ISO 14001 Environmental Standards.It is a recomendation that timbers used in this project be sourcedfrom responsibly managed forests, tree plantations or recycledwood through companies that have been certified as complyingwith Forest Steardship Council (FCC) standards. For moreinformation please refer to www.fsc.org or fscaustralia.org.To reduce the amount of paper required all design documentationis also provided to the client in electronic format (pdf or dwfx)which can be used for electronic lodgement of the BuildingApplication and can be forwarded to suppliers and contractors.

This is a Mackay Regional Council digitally signed document.

tracyh
Received (Manual Date)
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3.5

4.0

3.5

SWALLOW STREET

PROPOSEDDWELLINGGROUND FLOORFFL = 4.0 AHD

CONCRETEDRIVEWAY

N

180°

00'

00"

28.1

6 m

45° 0

0' 00

"

34.15

m

135° 05' 00"

5.69 m

0° 0

0' 0

0"8.

05 m

270° 00' 00"28.16 m

PSM No 130992Ht 3.961m AHDCnr Pheasant St & Mky- Slade Point Rd

MH

MH

APPROXIMATE LOCATION OF EXISTINGSEWERMAIN. (EXACT LOCATION TO BEVERIFIED ON-SITE).

APPROXIMATE EDGE OF EXISTINGBITUMEN. (NO KERB & CHANNEL)

6m X 6m SHED(BY OTHERS) 62

35

5245

100

100

1200

6800

2540

2597

5408

4912

531558

67

900

2017

DP

DP

DP

DP

DP

DP

DP DP

ROOF DRAINAGE BROADCASTTO McREADYS CREEK

Drawing NoScaleDateSheet No

Size A3

Location

Client

Project

Title

of

Issue

1 : 200

NEW DWELLING

A. & R. JONES

6 SWALLOW STREETSLADE POINT

1

SITE PLAN

12-036

JUNE 2013

E FOR CONSTRUCTION

19

Real Property DescriptionLOT No.

PLAN No.

PARISH

COUNTY

AREA

GFA

SITE COVERAGE

41

S2579

BASSETT

CARLISLE

607.00 m²

223.37 m²

36.7%

0 5 m 10 m

(FOOTPRINT)

This is a Mackay Regional Council digitally signed document.

josephinem
Manual DA & Date
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A7

A7

200 6000 200 1500 200 1800

LAUNDRY

GARAGE

N

WC

0912 XO 0606 XO2115SGD

200 6000 70 2460 70 900 200

200

7000

200

200

1700

200

2000

200

1000

900

1200

4300

1000

2100

7400

6400 1700 1800

9900

9900

ENTRY

PORCH

820

820

2104LW

1504LW

1504

LW2

x

2350 PANELIFT

S1

S2

DP

DP

DP

DP

DP DP DP DP

DP

DP

S

REBATE SLAB FOR FUTURE SHOWERINSTALL PROVISIONAL DRAINAGE IN FLOOR

STEP DOWN100

STEPDOWN100

STEP DOWN100

L/C

Drawing NoScaleDateSheet No

Size A3

Location

Client

Project

Title

of

Issue

1 : 100

NEW DWELLING

A. & R. JONES

6 SWALLOW STREETSLADE POINT

2

GROUND FLOOR PLAN

12-036

JUNE 2013

E FOR CONSTRUCTION

19

ELEVATIONS

3

2

1

4

FLOOR AREASUPPER FLOOR LIVING 170.74 m²UPPER DECK 51.12 m²GARAGE 47.36 m²GROUND FLOOR LIVING 16.77 m²GROUND FLOOR PORCH 1.51 m²Grand total 287.49 m²

0 5 m 10 m

S

DP

SMOKE ALARM

DOWN PIPE

SYMBOL LEGEND

STAIR SCHEDULE

Stair No Stair Type Risers Riser Height Tread DepthS1 SELECT HARDWOOD INTERNAL STAIRS 15 187 240S2 SELECT HARDWOOD EXTERNAL STAIRS

DURABILITY CLASS 1 OR 215 187 240

This is a Mackay Regional Council digitally signed document.

josephinem
Manual DA & Date
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A7

A7

2180 90 2650 70 1380 70 3900 4880 70 2570 70 3480 90 2800

90 900 70 970 70 2070 90 8760 90 980 90 4060 90 900 90

7520

2400

9035

4090

3850

2330

3100

3100

200

2000

200

1000

7027

3090

3520

909034

4070

1830

7019

3090

2180 2720 90 4210 6000 3500 200 2600 2800

BATH DINING

LOUNGE

KITCHENSTUDY

BED 1BED 2 DECK 1

S

ROBELINEN

S

N

ENSUITE

WIR820

CSD

WC

BUTLER'S PANTRY

720 CSD

820

CSD

820

2124 OXXO

FF

DW

MWWO

2104

LW2

x

2104LW

STORAGE

2118 XO

3400 900 1000 9900 9100

2180 2720 4100 6400 3500 2600 2800

4100 200 6000 200 3500

24300

3720

3850

600

1730

3100

9083

1020

0

9013

1027

6070

1200

90

820

820

CSD

820 CSD

9015

3070

2180

6009

017

30

820

CSD

1218 XO

90 3220 90 1950 100 2361 100 4823 100 2366 90

9034

4060

090

90 4120 90 10900 90 5130 90 3700 90

1224 OXXO

1218

OXX

O

1215

XO

0615

XO

0606

XO

0606

XO

0618

XO

9019

3070

940

600

90

0609 XO

9060

034

7070

1800

90

DP

DP

DP

DP DPDPDP

DP

DP

820

CSD

70 1150 90

2150 BI-FOLD

L/C

2118 XO

Drawing NoScaleDateSheet No

Size A3

Location

Client

Project

Title

of

Issue

1 : 100

NEW DWELLING

A. & R. JONES

6 SWALLOW STREETSLADE POINT

3

UPPER FLOOR PLAN

12-036

JUNE 2013

E FOR CONSTRUCTION

19

0 5 m 10 mELEVATIONS

3

2

1

4

FLOOR AREASUPPER FLOOR LIVING 170.74 m²UPPER DECK 51.12 m²GARAGE 47.36 m²GROUND FLOOR LIVING 16.77 m²GROUND FLOOR PORCH 1.51 m²Grand total 287.49 m²

S

DP

SMOKE ALARM

DOWN PIPE

SYMBOL LEGEND

This is a Mackay Regional Council digitally signed document.

josephinem
Manual DA & Date
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700 5000 700100 1300 1200 400 500

2100

1000

800

800

800

4370

3030

2180 2030 10990 36552555 2800

3310 900 10990 3655

925 2385 2045 2461 2461 2461 2461 2690 2700 2695 925

925 1795 2055 2000

965

925

875

2330

2375

925

2400

3125

5475

1825

2025

3630

3030

270

2330

3/N16 3/N16

VERTICAL REINFORCEMENTBARS AS SPECIFIED

4400 1500 1200 1200 700 600 300

Drawing NoScaleDateSheet No

Size A3

Location

Client

Project

Title

of

Issue

1 : 100

NEW DWELLING

A. & R. JONES

6 SWALLOW STREETSLADE POINT

4

SETOUT PLAN

12-036

JUNE 2013

E FOR CONSTRUCTION

19

This is a Mackay Regional Council digitally signed document.

josephinem
Manual DA & Date
Page 16: Ricky A Jones and Alison N Jones C/- Development ... · Ricky A Jones and Alison N Jones 4. PROPOSAL Material Change of Use - Dwelling House (Flood and Inundation Overlay Code) 5

Ground LevelRL3.50

Floor LevelRL4.00

HeadRL6.10

Lower Roof LevelRL6.50

Upper HeadRL8.90

Upper Roof LevelRL9.50

Upper Floor LevelRL6.80

500

2100 25

0030

0 ±

2100 27

00

COLORBOND CUSTOM ORB ROOF SHEETING

COLORBOND METAL FASCIA AND GUTTER

SCYON STRIA WALL CLADDING

CONCRETE MASONRY BLOCK, RENDERED FINISH

COLORBOND ROLLER DOOR

HARDWOOD COLUMN

ALUMINIUM FRAMED LOUVRE WINDOW

SHS BRACING FRAME

PITCH 10°PITCH 7.5°

Ground LevelRL3.50

Floor LevelRL4.00

HeadRL6.10

2100

500

Lower Roof LevelRL6.50

Upper HeadRL8.90

Upper Roof LevelRL9.50

Upper Floor LevelRL6.80

2500

300

±

2100 27

00

SCYON STRIA WALL CLADDING

ALUMINIUM FRAMED SLIDING WINDOW

ALUMINIUM FRAMED LOUVRE WINDOW

HARDWOOD COLUMNCONCRETE MASONRY BLOCK, RENDERED FINISHRIGID SHS DIAGONAL BRACING SET

SHS COLUMN

SHS BRACING FRAME

COLORBOND CUSTOM ORB ROOF SHEETING

PITCH 15° PITCH 15°

Drawing NoScaleDateSheet No

Size A3

Location

Client

Project

Title

of

Issue

1 : 100

NEW DWELLING

A. & R. JONES

6 SWALLOW STREETSLADE POINT

5

ELEVATIONS 1 & 2

12-036

JUNE 2013

E FOR CONSTRUCTION

19

ELEVATION 2

ELEVATION 1

This is a Mackay Regional Council digitally signed document.

josephinem
Manual DA & Date
Page 17: Ricky A Jones and Alison N Jones C/- Development ... · Ricky A Jones and Alison N Jones 4. PROPOSAL Material Change of Use - Dwelling House (Flood and Inundation Overlay Code) 5

Ground LevelRL3.50

Floor LevelRL4.00

HeadRL6.10

Lower Roof LevelRL6.50

Upper HeadRL8.90

Upper Roof LevelRL9.50

Upper Floor LevelRL6.80

500

2100 25

00

300

±

2100 27

00

COLORBOND CUSTOM ORB ROOF SHEETING

SHS COLUMN

ALUMINIUM FRAMED SLIDING GLASS DOORHARDWOOD HANDRAIL, SS WIRE BALUSTRADE

SHS BRACING FRAME

HARDWOOD COLUMN

COLORBOND METAL FASCIA AND GUTTER

Ground LevelRL3.50

Floor LevelRL4.00

HeadRL6.10

Lower Roof LevelRL6.50

Upper HeadRL8.90

Upper Roof LevelRL9.50

Upper Floor LevelRL6.80

2100

500

2500

300

±

2100 27

00

PITCH 15°PITCH 15°

PITCH 15°

ALUMINIUM FRAMED SLIDING WINDOW

SCYON STRIA WALL CLADDING

SHS COLUMNSHS BRACING FRAME

RIGID SHS DIAGONAL BRACING SETHARDWOOD HANDRAIL, SS WIRE BALUSTRADE

CONCRETE MASONRY BLOCK, RENDERED FINISH

COLORBOND CUSTOM ORB ROOF SHEETING

COLORBOND METAL FASCIA AND GUTTER

Drawing NoScaleDateSheet No

Size A3

Location

Client

Project

Title

of

Issue

1 : 100

NEW DWELLING

A. & R. JONES

6 SWALLOW STREETSLADE POINT

6

ELEVATIONS 3 & 4

12-036

JUNE 2013

E FOR CONSTRUCTION

19

ELEVATION 4

ELEVATION 3

This is a Mackay Regional Council digitally signed document.

josephinem
Manual DA & Date
Page 18: Ricky A Jones and Alison N Jones C/- Development ... · Ricky A Jones and Alison N Jones 4. PROPOSAL Material Change of Use - Dwelling House (Flood and Inundation Overlay Code) 5

Ground LevelRL3.50

Floor LevelRL4.00

HeadRL6.10

2100

500

Lower Roof LevelRL6.50

Upper HeadRL8.90

Upper Roof LevelRL9.50

Upper Floor LevelRL6.80

2100

2700

300

2500

1000

FC SOFFIT

PREFABRICATED ROOF TRUSSES @ 900crs

CONCRETE FOOTING

COMPACTED FILL

ROOF BATTENS AS SPECIFIED

WATERPROOF MEMBRANE

COLORBOND ROOF SHEETING

COLORBOND GUTTER AND FASCIA

CONCRETE MASONRY BLOCK EXTERNAL WALLRENDERED EXTERNAL FINISHDIRECT STICK PLASTERBOARD INTERNAL

PLASTERBOARD CEILINGON BATTENS @ 450crs.WALL FRAME AS SPECIFIED

PLASTERBOARD LININGVILLABOARD TO WET AREAS

CONCRETE SLAB

HARDWOOD COLUMN

HARDWOOD COLUMN

DECK FRAME AS SPECIFIED

FLOOR FRAME AS SPECIFIED

PLASTERBOARD CEILINGON BATTENS @ 450crs.

HARDWOOD HANDRAILS/S WIRE BALUSTRADE

UB DECK BEARER

100

100

Drawing NoScaleDateSheet No

Size A3

Location

Client

Project

Title

of

Issue

1 : 50

NEW DWELLING

A. & R. JONES

6 SWALLOW STREETSLADE POINT

7

SECTION A

12-036

JUNE 2013

E FOR CONSTRUCTION

192 1 : 50Section AA

This is a Mackay Regional Council digitally signed document.

josephinem
Manual DA & Date
Page 19: Ricky A Jones and Alison N Jones C/- Development ... · Ricky A Jones and Alison N Jones 4. PROPOSAL Material Change of Use - Dwelling House (Flood and Inundation Overlay Code) 5

This is a Mackay Regional Council digitally signed document.

josephinem
Manual DA & Date
Page 20: Ricky A Jones and Alison N Jones C/- Development ... · Ricky A Jones and Alison N Jones 4. PROPOSAL Material Change of Use - Dwelling House (Flood and Inundation Overlay Code) 5

Decision Notice

Sustainable Planning Act  

 

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.

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.

This is a Mackay Regional Council digitally signed document.