26 April 2017 Eimeo Surf Life Saving Club Inc PO Box 8563 … · 2017-05-04 · 0 Aurecon 20/01/2017 G1-00002 General Notes 0 Aurecon 20/01/2017 ... Saturday and at all times on Sundays

YOUR REF: 239998 OUR REF: DA-2017-12

26 April 2017 Eimeo Surf Life Saving Club Inc PO Box 8563 MOUNT PLEASANT QLD 4740 Dear Sir/Madam DECISION NOTICE Applicant: Eimeo Surf Life Saving Club Inc Proposal: Material Change of Use - Sport & Recreation (Clubhouse

Extensions) - Eimeo Surf Life Saving Club Application Number: DA-2017-12 Address: L 1 Edmond Street, EIMEO QLD 4740 Property Description: Lot 1 on RP719065 Please find enclosed the above Decision Notice with the relevant attachments:

Decision Notice Assessment Manager’s Conditions Referral Agencies 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 Darryl Bibay.

This is a Mackay Regional Council digitally signed document

Decision Notice

Sustainable Planning Act

Application Number: DA-2017-12

Date of Decision: 19 April 2017

1. APPLICANT/S DETAILS

Name: Eimeo Surf Life Saving Club Inc

Postal Address: PO Box 8563

MOUNT PLEASANT QLD 4740

2. PROPERTY DETAILS

Property Address: L 1 Edmond Street, EIMEO QLD 4740

Property Description: Lot 1 on RP719065

3. PROPOSAL

Material Change of Use - Sport & Recreation (Clubhouse Extensions) - Eimeo Surf Life Saving Club

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

Concurrence Agencies

Department of Infrastructure, Local Government & Planning

Mackay Isaac Whitsunday Regional Office PO Box 257 MACKAY QLD 4740

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 SUPERSEDED PLANNING SCHEME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 Building Works – Development Permit

Plumbing and Drainage Works – Compliance Permit

11. PRELIMINARY APPROVAL OVERRIDING THE PLANNING SCHEME

Not Applicable

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 Brogan Jones

Position Acting Principal Planner

Signature Date


broganj

Text Box

26 April 2017

ASSESSMENT MANAGER CONDITIONS Application Number: DA-2017-12 Decision Date: 19 April 2017

Page 1 of 4

1. Plan of Development

The approved Material Change of Use - Sport & Recreation (Clubhouse Extensions) 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.

Drawing Number

Title Rev. Prepared by Date

G1-00001 General Arrangement

Cover Sheet And Notes 0 Aurecon 20/01/2017

G1-00002 General Notes 0 Aurecon 20/01/2017 A1-00001 Ground floor plan 0 Aurecon 20/01/2017 A1-00002 First floor plan 0 Aurecon 20/01/2017 A1-00003 Front elevation 0 Aurecon 20/01/2017 A1-00004 Cross section 0 Aurecon 20/01/2017 A1-00005 Demolition plan 0 Aurecon 20/01/2017 S1-00001 Engineering cross section 0 Aurecon 20/01/2017 S1-00002 Engineering long section 0 Aurecon 20/01/2017 S1-00003 Engineering details 0 Aurecon 20/01/2017

2. Compliance with Conditions

All conditions must be complied with prior to the commencement of the use on the subject site, 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 drawing(s) 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 condition(s) of the approval and the approved plans, the requirements of the written condition(s) will prevail.

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 and return to [email protected].



Page 2 of 4

6. 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.

7. 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.

8. Stormwater Drainage

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

boundaries and discharged to Council’s existing stormwater system in Eimeo Esplanade.

9. 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.

10. Existing Services - Water and Sewer

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

services provided to the subject site.

11. 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.

12. Existing First Aid Demountable

The existing first aid room located within the demountable is to be removed from the site.



Page 3 of 4

ASSESSMENT MANAGER’S ADVICE

1. Local Laws

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

2. 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.

3. 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.

4. 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.

5. 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.

6. 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.



Page 4 of 4

7. 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.

8. 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.


Page 1Mackay Isaac Whitsunday Regional OfficeLevel 4, 44 Nelson StreetPO Box 257Mackay QLD 4740

Our reference: SDA-0317-037423Your reference: DA-2017-12

3 April 2017

Chief Executive OfficerMackay Regional Council PO Box 41Mackay QLD 4740

Attention: Darryl Bibay

Dear Ms. Bibay,

Concurrence agency response—with conditions given under section 285 of the Sustainable Planning Act 2009 for Development Permit for Material Change of Use – Sport and Recreation (Clubhouse Extensions) over Lot 1 on RP719065 at L1 Edmond Street, Eimeo QLD 4740.

The referral agency material for the development application described below was received by the Department of Infrastructure, Local Government and Planning under section 272 of the Sustainable Planning Act 2009 on 3 March 2017.

Applicant details

Applicant name: Eimeo Surf Life Saving Club Inc

C/- Aurecon

Applicant contact details: PO Box 1060Mackay QLD [email protected]

Site details

Street address: L1 Edmond Street - Eimeo QLD 4740

Lot on plan: Lot 1 on RP719065

Local government area: Mackay Regional Council

Application detailsProposed development: Development Permit for Material Change of Use – Sport

and Recreation (Clubhouse Extensions)


kevenea

Received (Manual Date)

SDA-0317-037423

Department of Infrastructure, Local Government and Planning Page 2

Referral triggers

The development application was referred to the department under the following provisions of the Sustainable Planning Regulation 2009:

Referral trigger Schedule 7, Table 3, Item 5 – Coastal Management District

ConditionsUnder section 287(1)(a) of the Sustainable Planning Act 2009, the conditions set out in Attachment 1 must be attached to any development approval.

Reasons for decision to impose conditionsUnder section 289(1) of the Sustainable Planning Act 2009, the department must set out the reasons for the decision to impose conditions. These reasons are set out in Attachment 2.

Approved plans and specificationsThe department requires that the following plans and specifications set out below and in Attachment 4 must be attached to any development approval.

Drawing/Report Title Prepared by Date Reference no.

Version/Issue

Aspect of development: material change of useGround floor plan Aurecon 20.01.2017 A1-00001 0

First floor plan Aurecon 20.01.2017 A1-00002 0Front elevation Aurecon 20.01.2017 A1-00003 0

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

For further information, please contact Dylan Brown, A/Senior Planning Officer, SARA Mackay Isaac Whitsunday on (07) 4898 6812, or email [email protected] who will be pleased to assist.

Yours sincerely

Patrick RuettjesManager (Planning) – Mackay Isaac Whitsunday Regional Office

cc: Eimeo Surf Life Saving Club Inc, [email protected]: Attachment 1—Conditions to be imposed

Attachment 2—Reasons for decision to impose conditionsAttachment 3—Approved Plans and Specifications


SDA-0317-037423



Attachment 1—Conditions to be imposed

No. Conditions Condition timingSchedule 7, Table 3, Item 5—Pursuant to section 255D of the Sustainable Planning Act 2009, the chief executive administering the Act nominates the Director-General of the Department of Environment and Heritage Protection to be the assessing authority for the development to which this development approval relates for the administration and enforcement of any matter relating to the following condition(s):

1. The development must be carried out generally in accordance with the following plans:

Ground floor plan prepared by Aurecon dated 20.01.2017, reference A1-00001 and revision 0.

First floor plan prepared by Aurecon dated 20.01.2017, reference A1-00002 and revision 0.

Front elevation prepared by Aurecon dated 20.01.2017, reference A1-00003 and revision 0.

Prior to the commencement of use and to be maintained at all times.

2. Erosion and sediment control measures are to be installed and maintained to prevent the release of sediment to tidal waters.

For the duration of the works the subject of this approval.

3. As a result of works the subject of this approval any disturbed or oxidised acid sulphate soil must be treated and managed in accordance with the current Queensland Acid Sulfate Soil Technical Manual: Soil management guidelines, prepared by the Department of Science, Information Technology, Innovation and the Arts, 2014.

For the duration of the works the subject of this approval.

T13


SDA-0317-037423



Attachment 2—Reasons for decision to impose conditions

The reasons for this decision are: To ensure the development is carried out generally in accordance with the plans of

development submitted with the application. To ensure the development avoids or minimises adverse impacts on coastal resources

and their values. To ensure any disturbance to acid sulphate soils is managed to prevent impacts to

coastal environments.

T13


SDA-0317-037423



Attachment 3—Approved plans and specifications

T13


SS

SS

SS

S

WW

W W W W W

NEW FIRST AID ROOM

4.41 m

4.72 m

4.41 m

3.21 m

NEW ENTRANCE WAY/MULTIPURPOSE ROOM

CLIENT

FIRST AID ROOM EXTENSION

DATE

TITLE

REVISION DETAILSDATEREV APPROVED

CHECKED

APPROVED

PROJECTDRAWN DESIGNED

239998PROJECT No.

SCALE SIZE

DRAWING No. REV

A1

EIMEO BEACHSURF LIFE SAVING CLUB GROUND FLOOR PLAN

A1-00001 0

1:50

FOR CONSTRUCTIONR. TOLCHER M. KARCZ

A 06.02.14 PRELIMINARY ISSUEB 03.07.14 PRELIMINARY ISSUEC 11.12.14 MINOR SCHEME AMENDMENTS0 20.01.17 ISSUED FOR CONSTRUCTION

00/00

/00

SCALE 1:50

0.5 0 1 2m

8.5

2.2

4.6

RELOCATE EXISTING2.6m W x 2.5m HSLIDING GLASS DOOR

CADA

STRA

L BOU

NDAR

Y

CADASTRAL BOUNDARY

CADASTRAL BOUNDARY

NEW 1.2m W x 2.1m HALUMINIUM DOOR

PROPOSED EXTENSION

SWITCHED SOCKET OUTLET

NEW WASH HAND BASINAND DRAINAGE TO EXISTINGSEWER MANHOLE

CAVITY TO BESEALED

AAI-00004

EXISTING SEWER MANHOLE EXISTING DRAIN INLET PIT

NEW DISH DRAIN

PROFILE RAMP SIDES

PROFILE RAMP SIDES

SLAB LINE ABOVE

NEW 24000 BTU SPLIT AIRCONDITIONER

TIE-IN AND MAKE GOODFOR ACCESS

DOOR THRESHOLD DETAILBY BUILDER BSA COMPLIANT

FLOOR TREATMENT BY BUILDERTO CLIENT APPROVAL


2.0 METRE EXCLUSION ZONE (MANHOLE)

NEW DRAIN FORMED INEXISTING SLAB


SS

SS

SS

S

WW

W W W W W

CLIENT


DATE

TITLE


CHECKED

APPROVED


239998PROJECT No.

SCALE SIZE

DRAWING No. REV

A1

EIMEO BEACHSURF LIFE SAVING CLUB FIRST FLOOR PLAN

A1-00002 0

1:50


A 06.02.14 PRELIMINARY ISSUEB 03.07.14 PRELIMINARY ISSUEC 11.12.14 MINOR SCHEME AMENDMENTS0 20.01.17 ISSUED FOR CONSTRUCTION

00/00

/00

SCALE 1:50

0.5 0 1 2m

8.9

1.97

4.8

CADA

STRA

L BOU

NDAR

Y

CADASTRAL BOUNDARY

CADASTRAL BOUNDARY PROPOSED EXTENSION

36W FLURO TWIN LIGHT

LIGHT SWITCH

CAVITY TO BESEALED

ASK-S-004


NEW DISH DRAIN

PROFILE RAMP SIDES

SLAB LINE ABOVE




EXTENTS OF FIRST FLOOR DECK

NEW TIMBERDECK ACCESS

NEW WATER SUPPLY OFF EXISTINGBY BUILDER


ALUMINIUM HANDRAILTO MATCH EXISTING

CLIENT


DATE

TITLE


CHECKED

APPROVED


239998PROJECT No.

SCALE SIZE

DRAWING No. REV

A1

EIMEO BEACHSURF LIFE SAVING CLUB FRONT ELEVATION

A1-00003 0

1:25


A 06.02.14 PRELIMINARY ISSUEB 03.07.14 PRELIMINARY ISSUEC 11.12.14 MINOR SCHEME AMENDMENTS 0 20.01.17 ISSUED FOR CONSTRUCTION

00/00

/00

SCALE 1:25

0.25 0 0.5 1m

PROPOSED EXTENSION

2-N16 WITH L8 LIGS @ 200IN 20.18 DEEP LINTEL BLOCKS

2.6m x 1.0m WINDOW

1.2m x 2.1mDOOR

2.60m x 2.15m SLIDING DOORS

DATUM RL 0.000

RL 2.750

INTERNAL BLOCK WALL

RENDERED PRIME ANDPAINT FINISH

WINDOWS AND DOORS TO BE BCA COMPLIANTAND SUITABLE TO WIND CLASSIFICATION BY BUILDER

RL 7.500

RL 5.475RL 5.353

200

2.74

EXISTINGGROUND LEVEL

* * * ** ** * * *

* *


CLIENT


DATE

TITLE


CHECKED

APPROVED


239998PROJECT No.

SCALE SIZE

DRAWING No. REV

A1

EIMEO BEACHSURF LIFE SAVING CLUB GENERAL ARRANGEMENT

COVER SHEET G1-00001 0

1:200

FOR CONSTRUCTIONR. TOLCHER

A 06.02.14 PRELIMINARY ISSUE

B 03.07.14 PRELIMINARY ISSUE C 11.12.14 MINOR SCHEME AMENDMENTS 0 20.01.17 ISSUED FOR CONSTRUCTION

00/00

/00

SCALE 1:200

2 0 4 8m

EIMEO BEACH SURF LIFE SAVING CLUBEXTENSION

SCHEDULE OF DRAWINGS

DRAWING INDEXDRAWING NUMBER REV TITLE

GENERAL

G1-00001 0 GENERAL ARRANGEMENT COVER SHEET AND NOTES

G1-00002 0 GENERAL NOTES

STRUCTURALA1-00001 0 GROUND FLOOR PLANA1-00002 0 FIRST FLOOR PLANA1-00003 0 FRONT ELEVATIONA1-00004 0 CROSS SECTIONA1-00005 0 DEMOLITION PLANS1-00001 0 ENGINEERING CROSS SECTIONS1-00002 0 ENGINEERING LONG SECTIONS1-00003 0 ENGINEERING DETAILS


michellem

Received (Manual Date)

darrylb

Manual DA & Date

CONCRETE NOTES

ELEMENTS STRENGTHGRADE*

MAXIMUMAGGREGATE

SIZESLUMP

TYPE OFCONTROLTESTING

ALL ONSHORECONCRETE W40 20 80 AS3600

FLOWABLE FILL 0.5 TO 1.5MPa - - -

* STRENGTH GRADE DESIGNATION: N - NORMAL CLASS (MPa) SB - SPECIAL CLASS (MPa) EXPOSURE CLASSIFICATION 'B' SC - SPECIAL CLASS (MPa) EXPOSURE CLASSIFICATION 'C'

ELEMENTS COVER

CONCRETE CAST AGAINST GROUND 75

ALL OTHER SURFACES 50

COVER TOLERANCE ON POSITION OF REINFORCEMENT AND TENDONS

BEAMS, SLABS, COLUMNS & WALLS -5 / +10mm

SLABS ON GROUND -10 / +20mm

FOOTINGS CAST IN THE GROUND -10 / +40mm

BAR LAP AND DEVELOPMENT LENGTHS 'L'

BARSIZES

FOR SLABS <300 THICKAND VERTICAL

REINFORCEMENT INWALLS (K1 = 1, K7 = 1.25)

FOR SLABS >300 THICK ANDHORIZONTAL

REINFORCEMENT IN WALLS(K1 = 1.3, K7 = 1.25)

COLUMNS

CONCRETE GRADE CONCRETE GRADE ALLCONCRETE

GRADES32 40 50 32 40 50

N12 500 500 500 600 500 500 500N16 700 650 650 900 800 700 700N20 950 850 800 1200 1100 950 950N24 1200 1100 960 1550 1400 1250 1200N28 1500 1350 1200 1950 1750 1550 1500N32 1800 1600 1450 2350 2100 1900 1800

225

FABRIC OVERLAP

STAGGERED LAP ARRANGEMENT

NOT LESS THAN 1.3L &NOT LESS THAN 1000

L BAR

SPAC

ING

1. GENERAL

1.1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITHTHE CURRENT EDITION OF AS 3600. ANY MATTER IN DOUBT SHALL BEREFERRED TO THE ENGINEER.

2. CONCRETE

2.1. CONCRETE QUALITY SHALL BE AS FOLLOWS UNO:

2.2. CONCRETE MIX DESIGNS SHALL BE SUBMITTED TO THE ENGINEER FORACCEPTANCE.

2.3. THE USE OF BLENDED CEMENTS, AND/OR CHEMICAL ADMIXTURESSHALL BE SUBJECT TO APPROVAL BY THE SUPERINTENDENT. SUBJECTTO THE APPROVAL OF THE ENGINEER, FLY ASH MAY BE INCORPORATEDIN THE CONCRETE.

2.4. A CONCRETE BLINDING LAYER 50 THICK SHALL BE PLACED BELOW ALLCONCRETE TO BE CAST ON THE GROUND UNLESS NOTED ORAPPROVED OTHERWISE. REFER SLABS ON GROUND DETAILS FORALTERNATIVE BLINDING MATERIAL BENEATH SLABS ON GROUND.

2.5. INDICATES SLAB THICKNESS.

2.6. NO HOLES OR CHASES OTHER THAN THOSE SHOWN ON THE DRAWINGSSHALL BE MADE WITHOUT PRIOR APPROVAL OF THE ENGINEER.

2.7. ALL FORMED EXPOSED EDGES AND RE-ENTRANT CORNERS SHALL BECHAMFERED OR FILLETED 20mm.

2.8. CONCRETE COVER TO ALL REINFORCEMENT (INCLUDING FITMENTS)SHALL BE AS FOLLOWS UNO:

2.9. CONCRETE SHALL BE COMPACTED BY MEANS OF APPROVED HIGHFREQUENCY MECHANICAL VIBRATORS OF THE IMMERSION TYPE WITHA MINIMUM FREQUENCY OF 120Hz AND WITH SUFFICIENT ENERGYOUTPUT TO ENSURE COMPLETE COMPACTION OF ALL PARTS OF THECONCRETE SECTION.

2.10. ALL EXPOSED CONCRETE SURFACES SHALL BE CURED INACCORDANCE WITH THE SPECIFICATION FOR A MINIMUM CONTINUOUSDURATION OF 7 DAYS COMMENCING IMMEDIATELY AFTER INITIAL SETOF THE CONCRETE.

2.11. CONCRETE FINISHES SHALL BE IN ACCORDANCE WITH THESPECIFICATION. WHERE NOT SPECIFIED OR SHOWN OTHERWISE ONTHE DRAWING CONCRETE FINISHES SHALL BE AS FOLLOWS:

- EXPOSED TRAFFICABLE SURFACES SHALL BE BROOM FINISHED.- THE TOPS OF ALL PLINTHS AND PEDESTALS WHICH ARE TO

SUPPORT BASE PLATES SHALL BE SCABBLED WITH A SURFACEROUGHNESS OF ±2 mm.

- OTHER UNFORMED EXPOSED SURFACES SHALL BE FINISHEDUSING A STEEL TROWEL.

2.12 FORMWORK SHALL BE DESIGNED, CONSTRUCTED AND STRIPPED INACCORDANCE WITH AS 3610.

2.13. CONSTRUCTION JOINTS SHALL BE USED ONLY WHERE SHOWN ON THEDRAWINGS OR APPROVED BY THE OWNER'S REPRESENTATIVE. JOINTFACES SHALL BE PROPERLY FORMED PERPENDICULAR TO THEMEMBER AXIS, SCABBLED TO EXPOSE COARSE AGGREGATE, CLEANEDFREE OF LAITANCE AND LOOSE MATERIAL AND THOROUGHLY WETTEDPRIOR TO CONTINUATION OF CONCRETING. ALTERNATIVELY, THECONCRETE SET TIME AT JOINT SURFACES SHALL BE RETARDED ANDTHE SURFACE WATER-WASHED TO EXPOSE THE COARSE AGGREGATEPRIOR TO CONTINUATION OF CONCRETING.

3. REINFORCEMENT

3.1. ALL REINFORCING BARS AND FABRIC SHALL COMPLY WITH AS/NZS 4671.

3.2. MINIMUM LAP LENGTHS FOR REINFORCEMENT SHALL BE AS FOLLOWSUNO:

NOTES:- BAR LAP AND DEVELOPMENT LENGTHS ARE BASED ON AS 3600

WITH GRADE 500 REINFORCEMENT AND 30m- N36 BARS AND LARGER SHALL NOT BE LAP SPLICED. FOR SUCH

BARS, MECHANICAL COUPLERS SHALL BE USED HAVINGCAPACITY NOT LESS THAN THE BARS BEEN CONNECTED.

- WHERE LAPS ARE SPECIFIED TO BE STAGGERED, THE SET-OUTSHALL BE AS SHOWN ABOVE:

3.3 MINIMUM DEVELOPMENT LENGTHS FOR REINFORCEMENT SHALL BE ASFOR LAP LENGTHS UNO.

3.4 POSITIONS OF REINFORCEMENT LAPS AND SPLICES UNLESS SHOWN,SHALL BE IN ACCORDANCE WITH AS 3600 AND SHALL BE TO THEAPPROVAL OF THE ENGINEER.

3.5 REINFORCEMENT IS REPRESENTED DIAGRAMMATICALLY AND IS NOTNECESSARY IN TRUE PROJECTION OR SCALE.

3.6 REINFORCEMENT DESIGNATION:

BAR AND FABRIC IS DENOTED AS FOLLOWS:

(NB: CROSS WIRE PITCH = 200 FOR ALL RL FABRIC)REINFORCEMENT GRADE SYMBOLS:

R - STRUCTURAL ROUND BAR GRADE R 250NN - DEFORMED BAR GRADE D 500NSL or RL - HARD DRAWN WIRE FABRIC GRADE D 500L

REINFORCEMENT POSITION SYMBOLS:T - TOP FACE EW - EACH WAYB - BOTTOM FACE EF - EACH FACENF - NEAR FACE IF - INSIDE FACE

FF - FAR FACE OF - OUTSIDE FACE

3.7 PROVIDE PROTECTIVE CAPS TO ALL PROJECTING REINFORCEMENT.

3.8 ALL REINFORCEMENT SHALL BE FIRMLY SUPPORTED ON PLASTIC ORGRADE 50 CONCRETE CHAIRS GENERALLY AT NOT GREATER THAN 900CENTRES BOTH WAYS. BAR CHAIRS SUPPORTED ON THE GROUNDSHALL HAVE SUITABLE SPREADER PLATES.

3.9 ALL REINFORCEMENT SHALL BE SECURED WITH TIE WIRE (ATALTERNATE INTERSECTIONS AT LEAST) AND ALL TIE ENDS SHALL BETURNED INWARDS CLEAR OF THE COVER ZONE. TIE WIRE PASSINGTHROUGH THE CONCRETE COVER ZONE SHALL NOT BE PERMITTED.

3.10 THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARATION OFREINFORCING BAR BENDING SCHEDULES.

3.11 WELDING, FLAME CUTTING OR SITE BENDING OF REINFORCEMENT ISNOT PERMITTED WITHOUT PRIOR APPROVAL OF THE ENGINEER.

3.12 ALL COGS, HOOKS AND BENDS SHALL COMPLY WITH AS 3600 UNO.

3.13 AT PENETRATIONS WITH DIMENSIONS LESS THAN 300 REINFORCEMENTSHALL BE DISPLACED EACH SIDE OF THE PENETRATION UNO. ATPENETRATIONS WITH DIMENSIONS GREATER THAN 300. REFER TOCONCRETE DRAWINGS FOR DETAILS.

3.14 2-N12 TRIMMER BARS 1000 LONG SHALL BE PLACED IN TOP OF SLABSDIAGONALLY ACROSS ALL RE-ENTRANT CORNERS AND OPENINGS UNO(REFER STANDARD CONCRETE DETAILS).

3.15 SPACER BARS BETWEEN 2 OR MORE LAYERS OF PARALLELREINFORCING BARS SHALL BE THE LARGER OF N32 OR THE PRIMARYBAR DIAMETER & PLACED AT 1200 CENTRES UNO.

3.16 HELICAL REINFORCEMENT SHALL BE SPLICED USING MECHANICALMEANS. LAP AND WELDED SPLICES SHALL NOT BE PERMITTED.

4. MISCELLANEOUS

4.1. ALL FIXINGS AND FITTINGS TO BE CAST INTO CONCRETE ORBLOCKWORK SHALL BE STAINLESS STEEL GRADE 316 (OR GRADE 316LIF WELDED) UNO.

4.2. HOLDING DOWN (HD) BOLTS NOT MANUFACTURED FROM STAINLESSSTEEL SHALL BE HOT DIP GALVANISED.

4.3. CHEMICAL ANCHORS SHALL BE RAMSET CHEMSET INJECTION REO 502SERIES A4-70 STAINLESS STEEL ANCHORS UNO.

4.4. STARTER BARS TO BE INSTALLED IN EXISTING CONCRETE SHALL BERAMSET CHEMSET REO 502 ANCHORS USING HOT DIP GALVANISED NBARS UNO.

4.5. CAST-IN FERRULES SHALL BE REID STAINLESS STEEL ELEPHANTFERRULES COMPLETE WITH RECOMMENDED CROSS BAR ANDSTAINLESS STEEL BOLTS.

4.6. WHERE EXISTING STAINLESS STEEL CHEMICAL ANCHORS, STUDS ORTHE LIKE BECOME DISUSED AS A PART OF THE WORKS, THEY SHALL BECUT OFF FLUSH WITH THE STEEL OR CONCRETE SURFACE UNO.

4.7. WHERE EXISTING NON STAINLESS STEEL ANCHORS, STARTER BARS,STUDS OR THE LIKE BECOME DISUSED AS A PART OF THE WORKS,THEY SHALL BE CUT OFF FLUSH WITH THE STEEL SURFACE, OR 40BELOW THE CONCRETE SURFACE AND THE HOLES FILLED WITH EPOXYGROUT UNO.

4.8. FOR SUSPENDED FLOORS CONSTRUCTED USING PRECAST CONCRETEFORMWORK, THE INTERFACE BETWEEN EDGES OF SUPPORTINGSTEELWORK AND SOFFIT OF PRECAST CONCRETE FORMWORK SHALLBE SEALED WITH 10x10 GRANOR NEOPRENE SPONGE OAE.

4.9. FOR SUSPENDED FLOORS CONSTRUCTED USING CAST INSITUCONCRETE, THE INTERFACE BETWEEN EDGES OF SUPPORTINGSTEELWORK AND SOFFIT OF CONCRETE FLOOR SHALL BE SEALEDWITH A POLYURETHANE BASED SEALANT (SIKAFLEX OAE).

4.10. FOR CONCRETE CAST AGAINST THE GROUND (INCLUDING BLINDINGCONCRETE), THE MINIMUM ALLOWABLE BEARING CAPACITY OF THEFOUNDATION MATERIAL SHALL BE 150 kPa UNO WHERE INSTRUCTED BYTHE OWNER'S REPRESENTATIVE, UNSUITABLE MATERIAL SHALL BEREMOVED AND REPLACED WITH APPROVED SELECT FILL TO ACHIEVETHIS REQUIREMENT. THE FOUNDATION MATERIAL SHALL BE INSPECTEDBY A QUALIFIED GEOTECHNICAL ENGINEER AND APPROVED BY THEOWNER'S REPRESENTATIVE PRIOR TO ANY REINFORCEMENT ORCONCRETE BEING PLACED.

5. BLOCKWORK NOTES

5.1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITHTHE CURRENT EDITION OF AS 3700.

5.2. ALL BLOCKWORK SHALL HAVE A MINIMUM CHARACTERISTICUNCONFINED COMPRESSIVE STRENGTH OF 15 MPa AT 28 DAYS UNOAND SHALL BE LAID USING CEMENT MORTAR CLASS M4 IN THEPROPORTIONS 1:4 (GB OR GP CEMENT:SAND) WITH A METHYLCELLULOSE WATER THICKENER.

5.3. THE USE OF OTHER ADDITIVES SHALL BE SUBJECT TO PRIORAPPROVAL OF THE ENGINEER.

5.4. ALL BLOCKWORK SHALL HAVE EVERY REINFORCED CORE GROUTFILLED. EXTERNAL BUILDING WALLS SHALL HAVE ALL CORES GROUTFILLED. CLEAN OUT BLOCKS SHALL BE PROVIDED AT THE BOTTOM OFEACH LIFT IN EVERY CORE TO BE FILLED. CORES SHALL BE CLEANEDAND WET DOWN PRIOR TO GROUTING.

5.5. MAXIMUM HEIGHT OF LIFT FOR CORE FILLING SHALL BE 1.2m.

5.6. GROUT FOR CORE FILLING AND IN PILASTERS, LINTELS AND BONDBEAMS SHALL HAVE A CHARACTERISTIC COMPRESSIVE STRENGTH OF20 MPa AT 28 DAYS, MAXIMUM AGGREGATE SIZE 10 AND SLUMP OF 230.

5.7. IN GROUT FILLED BLOCKWORK ALL BLOCKS OTHER THAN CLEANOUTBLOCKS, LINTEL BLOCKS, BOND BEAM BLOCKS OR CORNER/ENDBLOCKS SHALL BE CODE 20.48 BLOCKS OTHERWISE IN NON-GROUTFILLED BLOCKWORK BLOCKS SHALL BE CODE 20.01:

- CLEANOUT BLOCKS SHALL BE CODE 20.45- BOND BEAM BLOCKS SHALL BE CODE 20.20 OR 20.21 BLOCKS AS

APPROPRIATE5.1. REINFORCED LINTELS SHALL BE PROVIDED OVER ALL OPENINGS.

5.2. REINFORCED BOND BEAMS SHALL BE PROVIDED AT THE TOP OF ALLWALLS.

5.3. VERTICAL CORES ADJACENT TO OPENINGS AND AT CORNERS SHALL BEREINFORCED AND GROUT FILLED.

5.4. HORIZONTAL BAR REINFORCEMENT SHALL BE LAPPED AT CORNERSUSING "L" BARS:

N12 - 500 x 500N16 - 1100 x 1100

5.5. BLOCKWORK SHALL NOT BE CONSTRUCTED ON SUSPENDEDCONCRETE SLABS OR BEAMS UNTIL THE SUPPORTING FORMWORKHAS BEEN REMOVED.

5.6. ALL ROOF TIE DOWNS SHALL BE HOT DIP GALVANISED.

SAFETY NOTES1. THE DESIGNER HAS PREPARED A SAFETY IN DESIGN (SID) RISK REGISTER IN

ACCORDANCE WITH OCCUPATIONAL HEALTH AND SAFETY LEGISLATION. A COPY OFTHE SID RISK REGISTER IS PROVIDED IN THE CONTRACT DOCUMENTS. THE REGISTERSUMMARISES SOME OF THE MAIN HAZARDS WHICH ARE INTRINSIC TO THE DESIGN. IT ISNOT INTENDED TO COVER CONSTRUCTION RISKS OR OTHER RISKS ASSOCIATED WITHTHE PROJECT. THE CONTRACTOR SHALL TAKE NOTE OF THE RISKS IDENTIFIED IN THESID RISK REGISTER AND ACTION THOSE ITEMS NOTED AS BEING THE CONTRACTORSRESPONSIBILITY.

2. THE DOCUMENT IS FOR THE PERMANENT CONDITION ONLY AND DOES NOTSPECIFICALLY CATER FOR INTERIM ARRANGEMENTS DURING CONSTRUCTION ANDERECTION UNO.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL STRUCTURES,INCLUDING ADJACENT STRUCTURES, IN A SAFE AND STABLE CONDITION AND ENSURETHAT NO PART IS OVERSTRESSED AT ALL TIMES DURING CONSTRUCTION. THECONSTRUCTOR IS TO ENGAGE A QUALIFIED AND SUITABLE EXPERIENCED ERECTIONENGINEER TO REVIEW AND APPROVE THE CONTRACTORS CONSTRUCTION ANDMETHODOLOGY AND TO PROVIDE THE DESIGN OF ANY TEMPORARY WORKS (SUCH ASPROPPING AND TEMPORARY BRACING) TO SUIT THE CONTRACTORS CONSTRUCTIONSEQUENCE AND METHODOLOGY. THE CONTRACTOR SHALL SUBMIT DESIGNCALCULATIONS TO THE ENGINEER UPON REQUEST.

4. CONSTRUCTION SEQUENCES SHOWN ON THESE DRAWINGS ARE INDICATIVE ONLY ANDARE PROVIDED TO HIGHLIGHT SOME OF THE KEY STEPS IN SEQUENCE OF WORKS.THEY DO NOT INCLUDE ALL ELEMENTS OF THE WORK. THE CONTRACTOR ISRESPONSIBLE FOR PROGRAMMING THE WORKS TO STAISFY CONTRACTURALREQUIREMENTS.

5. PRIOR TO COMMENCING WORK ON SITE THE CONTRACTOR SHALL SUBMIT TO THEENGINEER A DETAILED WORK METHOD STATEMENT INDICATING THE CONTRACTORSPLANNED SEQUENCE OF WORK.

6. JOB HAZARD ANALYSES SHALL BE PREPARED BY THE CONTRACTORS WORK CREWPRIOR TO COMMENCING WORK ACTIVITIES.

GENERAL STRUCTURAL NOTES

1. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH THE SPECIFICATION. ALLDISCREPANCIES SHALL BE REFERRED TO THE ENGINEER FOR CLARIFICATION PRIOR TOCOMMENCING WORK.

2. REFER TO DRGS A1-000001 TO A1-000007 FOR TYPICAL DETAILS WHICH SHALL APPLY INTHE ABSENCE OF ANY EXPLICIT DETAILS ON DESIGN DRAWINGS.

3. WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE SPECIFICATION,RELEVANT CURRENT AUSTRALIAN STANDARDS AND STATUTORY REGULATIONS EXCEPTWHERE VARIED BY THE CONTRACT DOCUMENTS.

4. ALL DIMENSIONS ARE IN MILLIMETRES. ALL CO-ORDINATES, CHAINAGES AND REDUCEDLEVELS ARE IN METRES UNO.

5. PROJECT HORIZONTAL DATUM IS AGD84 / AMG ZONE 55. PROJECT VERTICAL DATUM ISAHD.

6. DIMENSIONS SHALL NOT BE SCALED FROM THE DRAWINGS. WHERE DIMENSIONS CANNOT BE DETERMINED FROM THE DRAWINGS, CLARIFICATION SHALL BE SOUGHT FROMTHE ENGINEER PRIOR TO COMMENCING WORK.

7. FOR WORKS THAT INVOLVE EXTENSION, MODIFICATION AND/OR CONNECTION TOEXISTING STRUCTURES, THE CONTRACTOR SHALL VERIFY ALL RELEVANT DIMENSIONSON SITE PRIOR TO FINAL PRODUCTION OF SHOP DRAWINGS AND COMMENCEMENT OFFABRICATION.

8. CONSTRUCTION ACTIVITIES SHALL NOT IMPINGE UPON OPERATIONS AT THE SITEEXCEPT BY PRIOR AGREEMENT IN WRITING BY THE ENGINEER.

9. WHERE PROPRIETARY ITEMS REQUIRE HOLES DRILLED OR FIXINGS CAST IN, THECONTRACTOR SHALL CONSTRUCT ACCURATE JIGS OR TEMPLATES FOR POSITIONINGOF ALL HOLD DOWN BOLTS AND MOUNTINGS TRUE IN LOCATION.

10. ANY MATERIAL NOT FULLY SPECIFIED AND WHICH THE CONTRACTOR PROPOSES TOUSE IN THE WORKS SHALL COMPLY WITH RELEVANT AUSTRALIAN STANDARD (ORINTERNATIONAL STANDARD IN THE ABSENCE OF SUCH A STANDARD) AND BE SUITABLEFOR ITS INTENDED PURPOSE AND ENVIRONMENT. DETAILS OF SUCH PRODUCTS SHALLBE SUBMITTED TO THE ENGINEER FOR APPROVAL.

11. SEALANT USED AS PART OF THE PERMANENT WORKS SHALL BE A POLYURETHANEBASED SEALANT (SIKAFLEX 221 OAE) UNO.

12. ALL MATERIALS SHALL BE USED IN ACCORDANCE WITH THE MANUFACTORERSRECOMMENDATIONS.

13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION, IDENTIFICATION ANDPROTECTION OF ALL SERVICES AS REQUIRED.

14. ACRONYMS AND ABBREVIATIONS USED ON THE DRAWINGS INCLUDE THE FOLLOWING:

AHD AUSTRALIAN HEIGHT DATUM LWD LOW WATER DATUMAMG AUSTRALIAN MAP GRID MS MILD STEELB/S BOTH SIDES N/A NOT APPLICABLE

BTM BOTTOM NB NOMINAL BORECFW CONTINUOUS FILLET WELD NOM NOMINALCH CHAINAGE NTS NOT TO SCALE

CENTERLINE O/A OVERALLCPBW COMPLETE PENETRATION O/S OUTSIDEBW BUTT WELD OAE OR APPROVED EQUIVALENTCRS CENTRES OD OUTSIDE DIAMETERC/W COMPLETE WITH PCD PITCH CIRCLE DIAMETERDIA DIAMETER PL PLATEDRG DRAWING REF REFERNCEEQ EQUAL PSM PERMANENT SURVEY MARKERFFL FINISHED FLOOR LEVEL RL REDUCED LEVELFL FLAT SOP SETOUT POINTGA GENERAL ARRANGEMENT SQ SQUAREGALV HOT DIP GALVANISED STD STANDARDGL GROUND LEVEL THK THICKGR GRADE TOC TOP OF CONCRETEHAT HIGHEST ASTRONOMICAL TIDE TOF TOP OF FLOORHD HOLD DOWN TOG TOP OF GRATINGI/S INSIDE TOS TOP OF STEELIL INVERT LEVEL TP TANGENT POINTIP INTERSECTION POINT TYP TYPICALLAT LOWEST ASTRONOMICAL TIDE UNO UNLESS NOTED OTHERWISELG LONG U/S UNDERSIDEWP WORKING POINT

REFER CONCRETE NOTES FOR ABBREVIATIONS RELATED TO REINFORCEMENTDESIGNATION.

2N16 - 200T

No. OF BARSREINFORCEMENT GRADE

BAR DIAMETER

LOCATIONSPACING

RL918

RECTANGULAR PATTERNDUCTILITY CLASS

Ø OF LONGITUDINAL WIRE

Ø OF CROSS WIRESPITCH OF LONGITUDINALWIRES (1=100)

SL82

SQUARE PATTERNDUCTILITY CLASS

PITCH (2=200)DIAMETER

200

WIND LOADS:

REGION C -

IMPORTANCE LEVEL 2 -

DESIGN WORKING LIFE 50 YEARS

ULTIMATE LIMIT STATE

-ANNUAL PROBABILITY EXCEEDANCE 1:500 -

-3s GUST ULTIMATE WIND SPEED 69 m/s

SERVICEABILITY LIMIT STATE

-ANNUAL PROBABILITY EXCEEDANCE 1:25 -

-3s GUST ULTIMATE WIND SPEED 47 m/s

AS4055 (2012) WIND CLASSIFICATION C3 -

CLIENT


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SS

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W W W W W

NEW FIRST AID ROOM

4.41 m

4.72 m

4.41 m

3.21 m

NEW ENTRANCE WAY/MULTIPURPOSE ROOM

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8.5

2.2

4.6

RELOCATE EXISTING2.6m W x 2.5m HSLIDING GLASS DOOR

CADA

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CADASTRAL BOUNDARY

CADASTRAL BOUNDARY

NEW 1.2m W x 2.1m HALUMINIUM DOOR

PROPOSED EXTENSION

SWITCHED SOCKET OUTLET

NEW WASH HAND BASINAND DRAINAGE TO EXISTINGSEWER MANHOLE

CAVITY TO BESEALED

AAI-00004


NEW DISH DRAIN

PROFILE RAMP SIDES

PROFILE RAMP SIDES

SLAB LINE ABOVE

NEW 24000 BTU SPLIT AIRCONDITIONER


DOOR THRESHOLD DETAILBY BUILDER BSA COMPLIANT




NEW DRAIN FORMED INEXISTING SLAB


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8.9

1.97

4.8

CADA

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CADASTRAL BOUNDARY

CADASTRAL BOUNDARY PROPOSED EXTENSION

36W FLURO TWIN LIGHT

LIGHT SWITCH

CAVITY TO BESEALED

ASK-S-004


NEW DISH DRAIN

PROFILE RAMP SIDES

SLAB LINE ABOVE




EXTENTS OF FIRST FLOOR DECK

NEW TIMBERDECK ACCESS

NEW WATER SUPPLY OFF EXISTINGBY BUILDER


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PROPOSED EXTENSION

2-N16 WITH L8 LIGS @ 200IN 20.18 DEEP LINTEL BLOCKS

2.6m x 1.0m WINDOW

1.2m x 2.1mDOOR

2.60m x 2.15m SLIDING DOORS

DATUM RL 0.000

RL 2.750

INTERNAL BLOCK WALL

RENDERED PRIME ANDPAINT FINISH

WINDOWS AND DOORS TO BE BCA COMPLIANTAND SUITABLE TO WIND CLASSIFICATION BY BUILDER

RL 7.500

RL 5.475RL 5.353

200

2.74

EXISTINGGROUND LEVEL

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PROPOSED EXTENSION

'BONDEK' SLAB

SECTION AA1-000011:10

RL 2.750

SL72 MESH30 COVERN32/20 CONCRETE

400

600

DISH DRAIN

RE-GRADE PAVEMENTAS REQUIRED

6mm FC SHEETING 50 x 50 TIMBER BATTENSFIX TO 'BONDEK' USING PROPRIETARY FIXINGS

200

2484

RL 0.000

ALUMINIUM BALUSTRADE TOMATCH EXISTING

TILING TO MATCH EXISTING ANDSHALL BE NON-SLIP

200

EXISTING BLOCKFIN

C.J.

ENSURE ADEQUATE WEATHER-PROOFINGWHERE REQUIRED

20mm FALL

LIGHT AND ELECTRICITYFITTINGS BY OTHERS

NEW N32/20CONCRETE SLAB

FLOOR TREATMENT BYBUILDER TO CLIENT APPROVAL

FIXED TO MANUFACTURERSSPEC


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FOR CONSTRUCTIONM.CAMERON M. KARCZ

A 29/08/14 PRELIMINARY ISSUE

B 11.12.14 MINOR SCHEME AMENDMENTS 0 20.01.17 ISSUED FOR CONSTRUCTION

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EXISTING CONCRETE SLABTO BE REMOVED

2.2

4.6

CADA

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CADASTRAL BOUNDARY

CADASTRAL BOUNDARY

EXISTING TO BEDEMOLISHED

EXISTING WINDOW AND SECURITY SCREENTO BE REMOVED AND SALVAGEDIF POSSIBLE

EXISTING SEWER MANHOLETO REMAIN EXISTING DRAIN INLET PIT

EXISTING BITUMEN SURFACETO BE REMOVED

EXISTING SLIDING DOOR TO BEREMOVED AND SALVAGEDIF POSSIBLE

EXISTING CONCRETE SLABTO BE REMOVED

1.60 m

SAW CUT AND REMOVEFORM DRAIN AGAINSTNEW WALL.


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0.25 0 0.5 1m

200 OVERHANGTYP

200 T

HK

100

SL92 MESH50 COVER

WEATHERPROOF DETAILBY BUILDER BCA COMPLIANT

PROVIDE 3-N16 50mm COVER ABOVE ALL OPENINGS650mm BOND LENGTH EACH SIDE

SLIP JOINTTYP

BATTENS AND FCCEILING BY BUILDERBCA COMPLIANT

RL 2.750

N12 DOWELS @ 600mm C/C FIXEDWITH CHEMSET 502 OR SIMILARAPPROVED

400

600

200

200μm POLYETHYLENE MEMBRANE

DISH DRAINENTRANCE RAMP1 IN 5 INCLINE

200 SERIES BLOCKWORK CORE FILLED

2 LAYERS OF L11TM400TRENCH MESH50 COVER

400

N12 STARTER BARS @ 1200 CRS600 LAP

N12 STARTER BARS @ 400 CRS600 LAP

RE-GRADE PAVEMENTAS REQUIRED

2484

TERMINATE 'BONDEK' CLAD 50FROM EDGE OF BLOCKWORK

RL 0.000

EXISTING BLOCKFIN

C.J.

COMPACT SUBGRADEPRIOR TO CONCRETEPLACEMENT

20mm FALL

BASIN WASTE PIPE TOEXISTING SEWER MANHOLE. DEPTH TO BE CONFIRMED

DRIP-LINE 50 FROM EDGE OF 'BONDEK'

CONTINUOUS BONDEK0.75mm BMT PANINSTALLED TOMANUFACTURERSSPEC

TILING TO MATCH EXISTINGAND SHALL BE NON-SLIP

ENSURE THAT ALL BONDEK RIB ENDSARE PLUGGED PRIOR TO CONCRETING

NOTE:

2-N16 WITH L8 LIGS @ 200IN 20.18 DEEP LINTER BLOCKS

* *

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200 OVERHANGTYP

200 T

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1500 3150 1500

EXTEND WALLREINFORCEMENT INTOTOP LAYER OF SLABREINFORCEMENT

SL92 MESH50 COVER

N16 @ 20050 COVERTYP

FOAM SLIP JOINTWITH 2 LAYERS OFBITUMENIMPREGNATEDMEMBRANE'ALCOR' OR SIMILARAPPROVEDTYP ALL WALLS

FORMED EDGEBONDEK NOT

TO BEEXPOSED.

CONTINUOUS BONDEK0.75mm BMT SPAN TO

MANUFACTURERS SPEC

2 x PROPSSPAN TO

MANUFACTURERSSPEC

2 x PROPSSPAN TO

MANUFACTURERSSPEC

SL72 MESH30 COVERN32/20 CONCRETE

400

600


600


400

200

L11TM400 TRENCHMESH50 COVER

600

N40/20CONCRETE

7575

DRIP-LINE 50 FROMEDGE OF 'BONDEK'

N12 @ 1200 CRS600 LAP


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200 x 35 JOISTS

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ERFA

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OVER

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EXIS

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TILES, WATERPROOFING AND

COMPRESSED SHEETS

FLOOR BY BUILDER

EXISTINGBUILDING

SECTION B-1:10

B-

FFL

TILES TO MATCHEXISTING

2 x 200 x 35 JOISTSFASTENERS BYBUILDER

2400

2400

3394

200

CONNECTIONBY BUILDER

CONNECTIONBY BUILDER

NEW FLOOR TO MATCH EXISTING


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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


Please return this form to Council when you are ready to start your business or have an opening date. It is a condition of your approval that this form is returned.

NOTICE OF INTENTION TO COMMENCE USE

Planning Approval DA-2017-12

Date of Approval 19 April 2017

Approved Material Change of Use - Sport & Recreation (Clubhouse Extensions) - Eimeo Surf Life Saving Club

Location L 1 Edmond Street, EIMEO QLD 4740

Property Description Lot 1 on RP719065

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: Eimeo Surf Life Saving Club Inc Address: PO Box 8563 MOUNT PLEASANT QLD 4740

_________________________________________ Signature of Applicant Date: ______________

Please return form via email to: [email protected]


Documents

26 April 2017 Eimeo Surf Life Saving Club Inc PO Box 8563 … · 2017-05-04 · 0 Aurecon 20/01/2017 G1-00002 General Notes 0 Aurecon 20/01/2017 ... Saturday and at all times on Sundays