City of Charles Sturt 72 Woodville Road, Woodville, South Australia 5011 T 08 8408 1111 F 08 8408 1122 www.charlessturt.sa.gov.au

Plans and Details for Category 2 and 3 Applications

The information provided here gives the details currently on public notification for development applications within the City of Charles Sturt. The information is provided to help inform the public about these specific applications during the notification period.

Please note that pursuant to section 38(17) of the Development Act 1993, if the application involves a Category 2 notification and you were not entitled to receive notice of the application in accordance with the Development Act 1993 and Development Regulations 2008 you cannot make a representation in relation to the application.

Plans, specifications, other technical drawings or content provided as part of this information may be protected by Copyright laws and should not be reproduced.

Should you require a copy of the application details and plans you must provide Council with your name, address and contact details pursuant to 34(3) of the Development Regulations 2008. An email with this request can be sent to Development@charlessturt.sa.gov.au and a prompt response to this request will be provided.

72 Woodville RoadWoodvitle T08 84081111 South Australia 5011 F 08 8408 1122 P0 Box iWoodville SA 5011 charlessturt.sa.gov.au

FILE COPY

City of Charles Sturt

Development Act, 1993

Notice of Application for Category 3 Development pursuant to Section 38(5) of the

Development Act, 1993

Application 252/1676/11

Applicant rptecture architects

Proposal Internal alterations and canopy 27.3m long on southern boundary

Land 359 Tapleys Hill Road SEATON SA 5023

359A Tapleys Hill Road SEATON SA 5023

Certificates of Title Lot 338 DP 4250 Vol 5688 Fol 461

Zone Residential Zone - Mid Suburban Policy Area 16

The application may be examined at the Office of the Council at 72 Woodville Road,

Woodville, during normal business hours and any person or body affected may make relevant

representations in writing concerning this application to reach the Chief Executive Officer not

later than Friday, October 28, 2011.

Each person making a submission should indicate whether that person wishes to appear

personally or be represented by another party before the Charles Sturt Development

Assessment Panel in support of that submission.

Please note that, pursuant to Section 38(8) of the Development Act, a copy of each

representation received will be forwarded to the applicant for a written response.

Details provided by the applicant, written representations and other technical reports form

part of the reports attached to the agenda. The minutes of the meeting also record the name

and address of persons making a verbal representation. The agenda, minutes and

accompanying report is made available on Council's website. Information, including names

and addresses recorded in these documents can therefore be searched by the various website

search engines.

Information relating to the subject land can be viewed from the zone and policy area map

search on the Planning and Development page of Councils website at

www.charlessturt.sa.gov.au

Please contact Samantha McKinlay on 8408 1230 or council@charlessturt.sa.gov.au should

you have any queries in relation to this matter.

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I!&LiDevelopment Application Forrn,t $GeveIopment Act 1993

-

s'Tosubthut an application, sections 1-8 of this application must be office Use Only

.cornpleted Please use block letters and black or blue pen The completed

must be accompanied by all required documents as specified In the 252/ 1 'c /_11- _Jplannprig requirements checklists and the applicable fees - Property NunibeF'-

Applications submitted that do not include the prerequisite information "4k LTh S C - listed in the "Planning Requirements Checklist" will be returned for Date Lodged j

rc4èsUbnilion by the applicant once they are complete. .. 2.

Aphcation Type: C-(Ai 3 J:compiying Development( CA L

LJ-includ

f4cvA .ProvsionaiDevelopment Plan Consent (Nnni\ig Only)

es opô?o Vol to prune or remove a signififanttree !Provisionál Building Rules Consent (Building Only) ' Deve!opmeñt Approval (Both Planning and Building)

of Proposed Development -

Street: TA?LFK 4UU. P Suburb: SEATOMI

ed:Description -of-Pro$osed DevelopmentAME*tDf4flttrWfbojL

144 AND DCR%SUfl4 CEKtER. M4b Ab%OtL-C)MQtV. the Proposed Development (excluding fit-out costs such as furniture) -

bOD. 00- Please note Council may require written justification to v1ifr costs

of Parties Sections marked • must be completed -

ant (Phase note that all correspondence will be addressed to the Applicant in4e event of multiple applicants the addressee will be the first named)

', PVTECTOW actiwn ie (Mr/Mrs/Ms) Given Name

-

ddress 'P0 SD's V134D $C*.W1 4M(LS *4Th tYI 01- %30 2Mb Mobile O4tflh1oO% Fax 03'Pt364Z6

. . . . . . - :--. w-(lfknown): tS..C. Licence No:--________________

\ddress

Mobile: Fax: -

r(s) of Subject Land tfJ/Mrs/Ms)

ddress:

Mobile: Fax: -

iii 72 WoodvilIe Road Woodvliie, South Austraila 50111088408 1111 F 0884081122 ww.charItur-t.sagpv.au

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•5, person for Fuher Information (if otherthanthe apIicant) -

Name: SANDRA GAEW Email: SAAckir @ yeXt -C

Phone: O!,qS!o 2&4S Mobile: — Fax: 04 1U-436

7. Current Land and Property Use (e.g. dwelling, shop, industry, warehouse) - —. .s-.t t—. a • I-Itt tinV -

Historic Use of land GMat A14b boCDQS °A I'b AS théré any easements on the land? Yes 'No

Are there any significant trees on the land or adjacentland? fl Yes

Iflhere a brush fence within 3 metres of the

proposed bUiIdihg work? E Yes Er No . -

8. Building classification details

Building classification sought: O.AS IOpt Present classification(s): cUts 6 Aft - CommercIal/Industrial applications: 24&'1

Number of employees: 30 Male:tE. C. Female!tS.C.

Institutional buildings: Number of persons accommodated:

Assembly, buildings: Number of occupants: -

9. Privacypolicy .

I acknoMedge that copies of this application and supporting documentation n4dy be provided to interested persohs in accordance with the Development Requlatioñs 2008 and where public notification is re4uired may be made available on Council's website. -.

Deto ils prâvidedby the applicant, written representations and other technical reports form part of the réjiâriiottached to Council agendas. The agenda, minutes and accdmpanyingreport.irnade available oiCouncil's website. Information, including names and addresses recorded in these docunients can .therefore be.searched by the various website search engines.

__ Date: II ,Ap1icant fl Owner fl Authorised PerOn

Office Use Only: -.

30/06/2011

. Title Register Search - LANDS TITLES OFFICE, ADELAIDE I El Fo. a Cenificfl of Ella Issued putsu,nl lathe neal P'opetly A 1886

ReGISTER SEARCH OF CERrIFICATE OF TIrLE * VOLIJNE 5688 FOLIO 461 4

III COST $0.00 POST exempt PARENT TITLE CT 2174/71 REGION PIRPROD AUThORITY CONVERTED TITLE AGENT CPG9 BOX NO 625 DAlE OF ISSUE 02/09/1999

III SEARCHED ON 09/08/2010 AT 09:40:17 EDITION 7

NUNZIO VARRICCHJO OP 42 FINDON AVENUE SEATON 5 !A UWCIL Ii Copy ALLOTMENT 338 DEPOSITED PLAN 1250

IN THE AREA NAMED. SENDON HUNDRED OF YATALA

EASEMENTS

NIL

SCHEDULE OF SNRSEMENTS - -

11063020 MORTGAGE TO AUSTRALIA & NEW ZEALAND BANKING DROOP LTD. (SINGLE COPY ONLY)

NOTATIONS

DOCUMENTS AFI'ECTINU THIS TITLE

NIL

REGISTRAR-GENERAL S NOTES

PLAN FOR LEASE PURPOSES GP 49/01

END OF TEXT.

PageTof2 -

The Re9istrar-General cerlifieè that this Title Re9ister Search dispIay the records maintained in the Register Book and other notations at the time of searcNng.

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We issue the documents as indicated below

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Document Type

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Dwg. No. fltle Size Revision -----

AO0 TWes&Notes AS A ODE E - -

AlO NeaPlan AS

All ExIsUrig Conditions & Demolition Plan A2 A C D E F S

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Client Kennethiplsimonip - - E E E - - E E -

Town Planner Samantha Mthinlay - - E t

StructuralEngineer J. Rossi - I E - E -

Hydraulic Engineer Stephen Chan E

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City of Charles Stun - - P0 Box I Woodville, SA, 5011

14 JULY2011,

TOWN PLANNING SUBMISSION; PROPOSED CANOPY ABOVE EXJS11NG CONCRETE DRIVEWAY ON 359 TAPLEYS HILL ROAD, SEATON, 5k 5023 AND THE RELOCATION OF AN EXIS11NG RANGE HOOD-WITHIN THE PREMISES. -

Attached are the relevant documents for the proposal of a canopy above the existing driveway and the relocation and proposition of range hoods within the factory premises for 359 Tipleys Hill Road, Seaton, SA 5023.

Enclosed drawings: - - Two (2) copies of relevant drawings at a scale of 1:100 outlining: - Existing conditions and proposed works - New location of existing range hood - - - Location of proposed range hood - Flue locations on roof plan . - -- - Relevant elevations and sections showing the proposed canopy - - Details of range hoods and flues

If there are any additional queries please contact Vincent Choi or Sandra Siew via the details as above.

• V. Vince Choi Director rptecture architects

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rptecture architects

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Samantha Mckinlay P0 Box I Woodville, SA, 5011

28" SEPTEMBER2011.

RE INTERNALAIJERATIONSAND CANOPY27.3m LONG ON SOUTHERN BOUNDARY FOR 359 TAPLEYS HILL ROAD, SEATON, LA 5023

Hi Sam,

Attached are the relevant documents as requested by your letter on the 31" August 2011. for the proposal of a canopy above the existing driveway and the relocation and proposition of range hoods within the factory premises for 359 Tapleys Hill Road, Seaton, SA 5023.

Enclosed drawings; - Two (2) copies of relevant drawings at a scale of 1: TOO and 1:50 outlining:

-Adequate space within the car port to allow unobstructed entry into the building

- Two (2) copies of the storm water management report along with the relevant plan

Please note that there is hot water to all hand wash basins from a sinale leaver mixer taD.

If there are any additional queries please contact Vincent Choi or Sandra Slew via the details as above.

Yours Sincerely,

Vincent Choi Director rptecture architects

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Project Name: 359 Tapleys Kill Road, Seaton

Project Number. 3005222- 003

Repott for rptecture arthects

PREPARATION, REVIEW AND AUThORISATION

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S. Chan

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2 7 26/02/2011 S. Chan A. Rambaud A. Rambaud

3 11/03/2011 S. Chan A, Rambaud A. Rambaud

4 28/0912011 S. Chan A. Rambaud G. Lush

ISSUE REGISTER

Distribution List

rptecture architects: Sandra Siew

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1

SMEC Project File: 3005222- 003 1

SMEC COMPANY DETAILS

SMEC Australia

Level 3,190 Flinders Street, Adelaide, SA 5000, Australia

Tel: (08) 8225 9800

Fax: (08) 8225 9850

Email: stephen.chan@smetcom

vAwtsmec.com

The infomiation within this dxument is and shall remain the property of SMEC Australia

a 'S SMEC

Stormwater Management Report

For: rptecture architects

SEPTEMBER, 2011

TABLE OF CONTENTS

1 INTRODUCTION 1

2 PROPOSED STORM WATER MANAGEMENT 1

2.1 General 1

2.2 Storrnwater Detention 1

2.3 Rainwater Reuse 2

2.4 Additional Improvements 3

3 ACCESS SAFETY 3

APPENDIX - DRAINS CALCULATIONS 6

359 Tapleys Hill Road, Soaton 3005222-0031 Revision No. 4128 Sept 2011 Page Ii

This report forms a part of the stormwater management plan for a proposed development at 359 Tapleys Hill Road, Seaton, South Australia. The proposed development consists of an additional cool room, freezer room and driveway canopy to an existing dual comrnercialiresidential building which is to be roofed. This extension has an approximate area of 162 square metres.

The proposed stormwater management plan is designed to comply with City of Charles Sturt's requirements outlined in the Development Information Guide (DIG) 56 "Stormwater Management Plan and Guide 27 Flood Mitigation".

The existing site includes the main dual commercial/residential building, a garage / storage building, an outside toilet shed, and a landscaped area. The development is located in an area which is identified by council to be flood prone (refer Figure 3).

The main dual commercial/residential building has a pitched roofwith a ridge which divides the building into eastern and western catchment halves (refer Figure 2). The western roof catchment is currently drained via downpipe that discharges onto the Tapleys Hill Road footpath. The eastern roof catchment currently drains towards the back of lot. Part of the eastern roof catchment is connected to a rainwater reuse tank which discharges any overflows onto the ground. The remainder of the eastern catchment that is not connected to the rainwater tank discharges onto the ground.

The roof of the garage and toilet shed currently discharges onto the ground. There are currently no on-site storrnwater detention measures.

2 PROPOSED STORMWATER MANAGEMENT

2.1 General

The proposed stormwater system consists of a sealed underground pipe system that drains the roof of the proposed freezer room extension and driveway canopy as well as part of the existing roofing via a detention tank to the Tapleys Hill Road water table. The proposed system captures runoff from the roof of the proposed extension, a portion of the main building roof, the toilet shed roof, and a roof from a building on the adjacent lot.

2.2 Stormwater Detention

The proposed extension has a footprint of 162 square metres and will require detention facilities (DIG 56).

As a commercial development, the design" storm for detention sizing purposes is 100 year ARI. The detention volume is sized to throttle peak flow rate to no greater than pre-development 5 year ARI storm.

The post-development catchment of 162 sq.m is entirely impervious and consists of the new cool/freezer room roof and driveway canopy. The pre-development catchment is partly impervious and includes 42.2 sq.m of pervious and 11 sq.m of impervious areas.

To restrict the increase in flows into the council's drainage system, a 4000L detention tank with a 30mm orifice outlet is proposed. This detention tank will capture and throttle roofwater runoff prior to discharging to the Tapleys Hill Road gutter. In addition to the roof areas, the roof of the driveway canopy is to be connected to the detention tank via flying downpipes.

359 Tapleys Hill Road, Seaton 3005222-0031 Revision No, 4128 September 2011 Page 11

Since the detention will be connected to the existing building's roof areas not previously detained, the western downpipe of the canopy can optionally be connected directly to the street gutter without a loss of the intended detention effect

Figure 1. Pre development pervious area (green) replaced by impervious area

The detention requirement and hydraulics is modelled using DRAINS (see Appendix for calculations). The pre development, critical 5 year ARI, 25 minutes storm peak flow is 2 Us. The post development, critical 100 year ARI, 5 minutes storm peak flow of 5 Us is detained and throttled to 2 Us. The detention tank empties in approximately 1 hour.

2.3 Rainwater Reuse

The proposed development is not a new dwelling and does not include a toilet, laundry or water heater. According to DIG 56, a rainwater tank supplementing mains water is not required.

Whilst the installation of a rainwater tank is not required, the capture, retention and reuse of rainwater are recommended for water conservation and sustainability reasons. A retention storage volume can be built into the detention tank. This storage can then be plumbed to supplement the mains water supply or reused independently for other purposes, such as irrigation to garden.

359 Tapleys Hill Road, Seatori 3005222 . 003 I Revision No. 4 128 September 2011 Page 12 4IEC

Figure 2. Catchment serviced by the proposed system (blue)

2.4 Additional Improvements

There are further opportunities to improve the on-site stormwater drainage system beyond the areas that are immediately affected by the proposed extension.

Gutters and downpipes can be installed to capture runoff from other roof areas that are currently discharging onto the ground. The downpipes can then be directed to discharge at least 3 metres away from building foundation, This will reduce the amount of moisture reaching the building foundation.

The downpipes currently discharging across the Tapleys Hill Road footpath can be connected to the adjacent water table via a pit and checker plate drain. This will increase pedestrian safety and prevent general nuisance water currently flowing across the footpath during rain events.

3 ACCESS SAFETY

As part of the requirements in DIG 27, a development located in a flood prone zone requires an access safety assessment. The assessment considers the flood depth along the route from the site to a location outside the floodplain.

A conventional motor vehicle and pedestrians would be able to exit the floodplain safely via the driveway and head southwards to higher ground on Tapleys Hill Road (Figure 5). The identified flood depth along this route is below 0.3m (Figure 4).

359 Tapleys Hill Road, Seatori 3005222 - 003 I Revision No. 4 128 September 2011 Page 13 SMEC

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Figure 4. 100 year ARt flood level contours with (emphasis added) flood level points (council GIS)

359 Tapleys Hill Road, Seaton 3005222 - 003 1 Revision No. 4 128 September 2011 Page 14

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359 Tapleys Hill Road, Seaton 3005222 - 003 1 Revision No. 4 128 September 2011 Page 15

APPENDIX - DRAINS CALCULATIONS

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LI J SU5.CATO*&NT DETAILS I Name 'Pit or Total Paved - rus Supp Paved

I Node Area 1Area Area Area lime

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in Ttme - Length Langth Length Slope(%) Slope 5 °P - Rough Rough

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DRAINS results prepared Zlsepternber, 2011 fromvenion2OiO.20 -- -- -- -r -- .

!!!LN9D!IIS.. - t eron8 'Max HOt Max Pond Asw Surface IMax Pond n Overflow Constraint

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- - - (ai.m/s) IKu.m/3 (s) (n) _)()_ Pre-Dev - - 0(04 flWI 5 5 - 0 AR&R 1year, Sminutes sto,,n, average 189mm/h, ZoneS

nowPost-Dev -- - - - - - -- - - O. 0 5 S 0AR&R 1year,Srninute. swan, average 189 mm/h, Zone 6,

- ____ - ----- ---------------- -- t- - _____---------- - ---- ---. ...............+.

Outflow VolumeslorTotal 2atchment(0.02lrnperdlous +O.pervIous ao3total ha) _ - 4- --- t - - -- storm ifotal Rain Total Runoff ImpervIous Run' Pervious Runoff

aim cujn (Runoff%)cam Runoff %)FcJ.m I Runoff %} -

AR&R Xoyear, Sminutes stonTl, average ItSmrn/h, Zone 6 . 4.37 3.774863%) 3.41(937%) 03O4S2%

AR&R1(0year,lDrnlnutessto.m.averagel3gnini/h,Zone6 - 6.39 5,70(89.2%)5.18(951%),9.S2{53.2%) - . -- - - - - -

AR&R ltoyear, IS minutes 510110. average 112 mm/h. Zone 6 7,787.01(901%) 635(964%) 065(%5.1%)

AR&R 1year, 2omninutes Storm, average 95mm/h. Zone 6 - - _I &79 7.96(90.5%) 7.22968%1 1174(55.4%) - - - - -- - -

AR&R 1yer, 3ominutes storm. average 74mm/h. ZoneS 10.279.31(90.6%) 8,47 97.3%)

1ynr, 45minutesstorrn, average SImm)ii.ZOne 6 11.8710.78 (8%) ,!J?%) AR&R 1(yenr, 1 hour stonh,, average 47,3 mm/h, Zone 6 13.13 11.93 (.8%) 10.90(97.9%) ]1.03(51.M) - . - - -- A!&R 1(0ynar, Ishoun atom,, average 35.7mm/h, Zone 6 - 14.871330(90.8%) l2.37(9&l%) I1.14(50.1% -- - - - - -- -- - AR&R 1(0yemr, 2 hours stain, average 29.2 mm/h, ZoneS 16.22 14.72(90.1%) 13.51(98.3%) ) 1.21 {48.S%)

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359 TapIes Hi Road, Sea,c. 3WJ5fl1 - 003' ReIjislon No- 4128 Ser&eii*et 2011 Par I?

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RPTECTUR( 1 STOWWAI(R M&NAGIHENI PlAN

I

DRAWING SCHEDULE

SHEET I TITLE

AOO TITLES & NOTES

All EXISTING CONDITIONS & DEMOLITION PLAN

Al2 PROPOSED FLOOR PLAN

A19 ROOF PLAN

A20 CANOPY DETAILS

Grand total: 5

HEALTH 1. VINYL FLOOR WITH COVING AROUND ALL PERIMETER SKIRTING TO ALL WALLS & UPSTANDS TO COMPLY WITH HEALTH AUTHORITY. 2. LIGHTING LEVEL OF 300WX AT FOOD PREPARATiON AREA, 3. MIN. OF 100 LUX IN GENERAL AREA OF SHOP & KITCHEN. 4. PIPES & ELECTRICAL CONDUITS TO BE CONSEALED IN WAILS, OR CLIPPED 25MM AWAY FROM WALLS & 100MM MFL OR COVERED BY SS SHEET. 5. WNYL STICKER WITh THE PROPRIETOR DETAILS AT THE FRONT DOOR. FONT SIZE IS AT LEAST 60MM HIGH.

I. SHEET WALLS WITH FIRE RESISTANT BALLIS BOARDS WHERE NECESSARY TO SUIT GAS & FUEL REQTS. 2. ALL MDF TO BE WATER RESISTANT. 3, SEAL GAPS (FULL LENGTH) WITH SILICON OR OTHER APPROVED METHODS. HEAT RESISTANCE SILCON FOR COOKING AREA. 4. CAP ALL EXPOSED CORNERS WITH SS 'L' SECTION UN OTHERWISE STATED. 5. ANY SUPPORT (STRUCTRUAL OR NON-STRUCTURAL) DETAILS NOT SHOWN TO BE PROVIDED BY SHOPFIUER

PROPRIETOR'S RESPONSIBILITY

1 THE PROPRIETOR WILL BE GIVEN 3 WORKING DAYS TO RAISE QUESTIONS REGARDING THE DRAWINGS BEFORE TENDER. ARCHITECT HAS NO RESPONSIBILITY TO ANSWER ANY QUESTIONS RAISE BY THE PROPRIETOR AFTER THE GIVEN PERIOD OF TIME. 2 THE FULL SET OF DRAWINGS DEEM TO BE ACCEPTABLE TO PROPRIETOR ONCE IT IS SENT FOR TENDER OR QUOTATION.

SHOPFITTER'S RESPONSIBILITY

1. SHOPFITTER UNDERTAKES COMPLETE RESPONSIBILITY AT ALL TIMES AND IN ALL RESPECTS FOR THE MOLE OF THE WORKS OUTLINE IN THE CONTRACT DRAWINGS. INCLUDING WORKS OF ALL SUB-CONTRACTORS AND SUB-TRADES AND OTHERS. 2, SHOPFIUER TO CONTACT AND CO-ORDINATE WITH CENTRE MANAGEMENT IN MATTERS REGARDING SECURITY! SITE ACCESS. HOURS OF WORK . ..ETC. 3. SHOPEITTER TO FULLY CO-ORDINATE & INSTALL ALL WORKS SHOWN IN THE CONTACT DRAWINGS AND ITEMS BY OTHER SUPPLIERS DIRECTLY ENGAGED BYTHE PROPRIETOR UNLESS OTHERWISE STATED. 4. THE SHOPFITTER WILL BE GIVEN 3 WORKING DAYS TO RAISE QUESTIONS TO THE ARCHITECT REGARDING THE DRAWINGS BEFORE ACCEPTING THE PROJECT. 5, THE FULL SET OF DRAWINGS DEEM TO BE ACCEPTABLE TO SHOPFIUER ONCE THE SHOPFITTERS TENDER IS ACCEPTED. ARCHITECT HAS NO RESPONSIBILITY TO ANSWER NY QUESTIONS RAISED BY THE SHOPFITTER. 6. THE WHOLE WORKS SHALL BE CARRIED OUT TO THE REASONABLE SATISFACTION OF THE PROPRIETOR, OR ARCHITECT (IF HE IS ENGAGED TO ACCESS THE WORK BY OWNER.) 7, THE WHOLE WORK HAS TO BE CARRIED OUT TO THE BEST OF THE DESIGN INTEND, THE SPIRIT AND NATURE OF THE WORK WITHOUT ADDITIONAL COST TO THE PROJECT.

MECHANICAL EXHAUST SYSTEM I. £(ANUFACTURER TO DESIGN & £WUFACTURE THE FULL SYSTEM ACCORDING TO COUNCIL HEALTH'S REQUIREMENTS & SEEK APPROVAL. BUILDER TO CO-ORIDINATE. 2. CANOPY OR HOOD TO BE INSTALLED IN ACCORDANCE WITH THE RESPECTiVE CODE & AUS. STh. 3, THE DEISGN & CAPACITY MUST BE FIT TO WORK IN ACCORDANCE TO CLIENT'S REQUIREMENTS. 4. HOOD DRAINAGE TO A GREASEPROOF OUTLET IN ACCORDANCE WITH CODES REQUIREMENTS. 5. TO PROVIDE CARBON FILTER, NOISE EMISSION CONTROL, FILTRATION IN ACCORDANCE TO COUNCIL'S REQUIREMENTS.

ED

JULtU 1I u I

5 0-

A li 359 TAPELYS HILL ROAD,

SEATON, ADELAIDE

SUBMISSION SCHEDULE D CLIENTS APPROVAL 0 BUILDING PERMIT 0 HEALTH PERMIT ISSUED

TENDER 0 OCCUPATION PERMIT ISSUED 0 OTHERS

NOTES FOR THE USE OF DRAWINGS DO NOT SCALE DRAWINGS. ALL DIMENSIONS IN MILLIMETRES UNLESS

OTHERWISE SHOWN. WRITTEN DIMENSION TAKE PRECEDENCE OVER SCALED DIMENSIONS. 2, ANY CHANGES MADE BY THE SHOPFITTER SHALL BEDOCUMENTED AND FORWARDED TO THIS OFFICE FOR APPROVAL. 3. ALL SITE & ACCESS DIMENSIONS TO BE CONFIRMDON SITE PRIOR TO CONSTRUCTION, ANY VARIAI1ONS TO DOCUMENTS MUST B CONFIRMED BY DESIGNER. 4, SHOPFIT1ER SHALL VERIFY ALL CRITICAL DIMENSIONS ON SITE AND NOTIFY THIS OFFICE IMMEDIATELY OF ANY DISCREPANCIES SHOP DRAWINGS MUST BE SUBMInED TO THIS OFFICE FOR APPROVAL PRIOR TO MANUFACTURE- IN THE EVENT. SHOPFITTER DOES NOT SUBMITTED SHOP DRAWING FORAPPROVAL, SHOPFITrERWILLTAKE FULL RESPONSIBILITY OF THE WORK IF DISCREPM ,ICIES ARISED. 5. SHOULD ANY AMBIGUITY DISCREPANCY OR INCONSISTENCY EXIST IN THE DRAWINGS, SHOPFITTER SHOULD RAISE THE ISSUE TO ARCHITECT IMMEDIATELY. 6. SHOPFIITER TO ENSURE THAT DRAWiNG IS CURRENT ISSUE BEFORE COMMENCEMENT OF WORK. TO BE READ IN CONJUNCTION WITH TOTAL PACKAGE. 6, 0 COPYRIGHT TO ALL OR PART PLANS, DRAVINGS & SPECIFICATIONS. THE INFORMATION, IDEAS & CONCEPTS CONTAINED IN THIS DRAWING ARE CONFIDENTIAL. DISCLOSING SUCH INFORMATION, IDEAS & CONCEPTS BY THE RECIPIENT(S) TO ANY PERSON WITHOUT WRITTEN CONSENT OF THE COPYRIGHT HOLDER IS PROHIBITED. 7, A PERSON USING RPTECTURE ARCHITECTS DRAWINGS AND OTHER DATA ACCEPTS THE RISK OF

1. USING THE DRAWINGS AND OTHER DATA IN ELECTRONIC FORM WITHOUT REQUESTING AND CHECKING THEM FOR ACCURACY AGAINST THE ORIGINAL HARD COPY VERSIONS;

2, USING THE DRAWINGS OR OTHER DATA FOR ANY PURPOSE NOT AGREED TO IN WRITING BY RP ARCHITECTS.

WORKMANSHIP

THE SKILL AND QUALITY OF WORK CARRIED OUT BY ALL TRADES. CONTRACTORS, BUILDERS HAS TO BE REASONABLY GOOD AND IN LINE WITH INDUSTRIAL EXPECTATION- THE EXPERIENCE AND TRAINING OF THE TRADES, CONTRACTORS AND BUILDERS, AND THE MANUFACTIJR'S RECOMMENDED INSTALLATION GUIDE WILL BE CONSIDERED WHEN ASSESSING WORKMANSHIP BY RPTECTURE ARCHITECTS. RPTECTLJRE ARCHITECTS RESERVES THE RIGHT TO REJECT PARTIALLY OR FULLY OF THE SUBJECTED WORK BASED ON OUR SOLE DISCRETION AND ASSESSMENT.

GENERAL BUILDING NOTES (APPLIED \M-IEREVER F

FIRE (SUBJECT TO CENTRES FIRE SERVICES CONSULTANTS DESIGN)

I. MATERIALS AND ASSEMBLIES IN A CLASS 23,4,5.6.7.8 OR 9 BULDING MUST COMPLY WITH SPECIFICATION Cl. 10 AS APPLICABLE (SPRAD OF FLAME INDEX, SMOKE DEVELOPED INDEX OR FLAMMABILITY INDE)() 2. RIGID AND FLEXIBLE DUCTWORK IN A CLASS 2-9 BUILDING MUtT COMPLY WITH THE FIRE HAZARD PROPERTIES SET OUT IN AS 4254, 3. ANY ALTERATION OR INSTALLATION OF FIRE HYDRANT SYSTELI MUST COMPLY WITH AS2419.1. 4. ANY ALTERATION OR INSTALLATION OF A FIRE HOSE REEL MLET COMPLY WITH AS2441. 5. PORTABLE FIRE EXTINGUISHERS 45KG DRY CHEMICAL IN ACCORDANCE WITH AS2444, 6, FIRE BLANKET TO COMPLY WiTH AS 3504 7. ANY ALTERATIONS OR ADDITIONS TO A FIRE SPRINKLER SYStM MUST COMPLY WiTH AS2I 18.1 (OWNER/CENTRE MANAGEMENt) TO ALLOW FOR CO-ORDINATION OF SAME. 8. VENTILATION OF ROOM AREAS MUST COMPLY WITH THE REQUIREMENTS OF AS 1668.2 MJD AS/NZ 36661 (COMMISSIONINGAND CERTIFICATION REQUIRED PRIOR TO ISSUE OF CERTIFICATE OF F1hLAL INSPECTION! OCCUPANCY PERMIT) 9, AN EMERGENCY LIGHTING SYSTEM AND/OR EXIT SIGNAGE IS REQUIRED TO COMPLY WITH AS 2293.1 AND RELEVANT BCA REQUIREMENTS,

EGRESS I A DOOR IN A REQUIRED EXIT OR FORMING PART OF A REQUIREDEXIT OR IN THE PATH OF TRAVEL TO A REQUIRED EXIT MUST BE READILY O,tNABLE WITHOUT A KEY FROM THE SIDE TUAT FACES A PERSON SEEKING EGRESS BY A SINGLE HAND DOWNWARD ACTION OR PUSHING ACTION ONA SINGLE DEVICE WHICH IS LOCATED BETWEEN 900MM AND 1,2MM FROM THE FLOOR.

STRUCTURAL WORKS SHOPFITTER TO PROVIDE STRUCTURAL CERTIFICATION MIERE NECESSARY.

ELECTRICAL WORKS 1. ELECTRICAL WORKS TO COMPLY WITH BCA & AS3000. -' 2. ELECTRICIAN TO ENSURE & CERTIFY EXISTING WIRING TO ELECTRICAL & SERVICES COMPLY WITH CURRENT SAFETY REQUIREMENT. 3. ELECTRIAN TO INSTALL NEW LIGHTS AS SPECIFIED.

TELEPHONE & FAX 1, OUTLET TO BE RELOCATED (ADVISE BY CLIENT) & WALL MOUNTED & FMKE GOOD

PLUMBING/GAS WORK 1. PLUMBING & GAS WORKS TO COMPLY WITH BCA & AS. 2. UN-USED PLUMBING & GAS POINTTO BE PROPERLY SEALED & MAKE GOOD.

EXIT SIGN t EXIT SIGN TO AUSTRALIA STD. 2. EDGE IT PICTORIAL BLADE STYLE ONLY.

REFRIGERATION 1, ALL EQUIPMENT TO MEET ALL AGA CODES & GAS INSTALLATION CODES. 2, ALL REFRIGERATOR CONDENSERS & MOTORS TO BE REMOTE FROM UNITS UNLESS OTHERWISE STATED.

SPRINKLER SYSTEM I. ALTERATIONS TO SPRINKLER SYSTEM TO BE CARRIED OUT IN ACCORDANCE WITH AS 2118.

COOL ROOM 1. BUILDERISHOPFITTER TO PROVIDE REQUIRED POWER SUPPLY & LIGHTING (LOCATION TBC ON SITE) 2. COOL ROOM & FREEZER TO BE SUPPLIED & INSTALLED TO COMPLY WITH BCA

- THE COOL ROOM DOOR TO BE OPENABLE WITHOUT THE USE OF A KEY. - AN ALARM TO BE PROVIDED. LOCATED EXTERNALLY BUT CONTROLLABLE

FROM INSIDE THE COOL ROOM. - THE ALARM (BELL) ABLE TO ACHIEVE A SECOND PRESSURE C1JTSIDE

COOL ROOM OF 9OdB(A), WHEN MEASURED 3m FROM THE SOUNDING DEVICE. - INTERNAL LIGHTING CONTROLLED BY SWITCH LOCATED INTERNALLY

ADJUCENT TO DOORWAY AND AN INDICATOR LAMP TO BE PROVIDED EXTERNALLY TO INDICATE WHEN INTERNAL LIGWS ARE ON.

- DOORWAY MUST HAVE A CLEAR WIDTh OF 800mm & A HEIGHT OF 1500mm MINIMUM.

Scale @ A3 Project No.

NOTTOSCALE 04311

Date Drawn W. Check, by

16,00.10 &Y, V,C, architects AOO P0 Box 1130 , SURREY HILLS NORTH ViC 3127

1 03 9830 2048 (N

F 03 9935 9436

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