H:01 PROJECTSKAA15100.0 CAD05 REVIT07 S96 REVIT

110-112 ADDISON ROAD = 1492.8 m² BY SURVEY

DRAWING NO: ISSUE NO: JOB NO:

PROJECT NAME:

DRAWING TITLE:

NOMINATED ARCHITECTPATRICK NICHOLASNSW 6672 QLD 4699 VIC18105

ARCHITECTSNICHOLAS +ASSOCIATES

SUITE 61 MARY'S PLACE

SURRY HILLS NSW 2010T + 61 2 8353 9500 ANPLUSA.COM

PLOTTED :

© THIS WORK IS COPYRIGHT. APART FROM ANY USEPERMITTED UNDER THE COPYRIGHT ACT 1968, NO PARTMAY BE REPRODUCED BY ANY PROCESS, NOR MAYANY OTHER EXCLUSIVE RIGHT BE EXERCISED,WITHOUT THE PERMISSION OF ARCHITECTS NICHOLAS& ASSOCIATES PTY LTD, STUDIO 6, LEVEL 2, 1 MARY'SPLACE, SURRY HILLS NSW 2010 AUSTRALIA.

EQUITY SITE HOLDINGS PTY LTD

LALLEES ENTERPRISES PTY LTD

CLIENT:

PROJECT MANAGER:

DO NOT SCALE DRAWING. VERIFY ALLDIMENSIONS ON SITE.REPORT ANY DISCREPANCIES INDOCUMENTATION TO ARCHITECT.THIS DRAWING IS FOR THE PURPOSEOF CONSTRUCTION CERTIFICATEAPPROVAL AND AS SUCH, IS NOTSUITABLE FOR CONSTRUCTION.

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110-112 ADDISON ROADMARRICKVILLE

S96-000 KAA1510

COVER PAGE & GENERAL NOTES

SECTION 96

GENERAL NOTESThe copyright of this design remains the property of AN+A. Thisdesign is not to be used, copied, or reproduced without the authorityof AN+A. Do not scale from drawings. Confirm dimensions on siteprior to the commencement of works. Where a discrepancy arisesseek direction prior to proceeding with the works. This drawing is onlyto be used by the stated Client in the stated location for the purpose itwas created. Do not use this drawing for construction unlessdesignated.

COORDINATIONWhere applicable refer to and coordinate information contained in thearchitectural drawings, and the documentation of other consultants.Notify discrepancies between architectural and/or other consultant’sdocumentation for direction prior to proceeding with the affected partof the works.

SPECIFICATIONS AND SCHEDULESWhere applicable refer to and coordinate with relevant specificationsand schedules. Written specifications and schedules take precedenceto the extent of any discrepancy. Notify discrepancies betweendocuments for direction prior to proceeding with the affected part ofthe works.

DETAIL DRAWINGSUnless noted otherwise, refer to detail drawings for set-outinformation. Drawings at larger scales take precedence over drawingsat smaller scales to the extent of any discrepancy. Notify discrepanciesfor direction prior to proceeding with the affected part of the works

EXECUTIVE OF THE WORKS (STANDARD)Execute the works in compliance with the current edition of theBuilding Code of Australia (as amended), current editions of relevantAustralian and other applicable published Standards and the relevantrequirements of Local and Statutory Authorities.

UNITS OF MEASUREMENTUnless otherwise noted:-Dimensions are shown in millimetres; and-Levels are shown in metres

TO DETAILWhere a notation refers to an item as “…to detail” the applicable item isto be in accordance with the relevant Architect’s detail.

MATERIALS HANDLING AND STORAGEUnless noted otherwise material, fixtures and fittings are to behandled, stored and installed in accordance with the Manufacturer’scurrent written instructions.

The building is to be constructed in accordance with the National Construction Code of Australia (NCC 2016) andall relevant Australian Standards and with particular regard to the following:

1. Structure is to comply with NCC 2016 Part B1.2. Masonry construction is to comply with NCC 2016 AS 3700 – 2011.3. Steel structures are to comply with clause AS 4100 – 19984. Composite steel and concrete is to comply with AS 2327.1-2003.5. Aluminium construction is to comply with AS/NZS 1664.1-1997 Amdt 1: 1999 or AS/NZS 1664.2-1997 Amdt1:19996. Timber construction is to comply with clause AS 1720.1 – 2010 Amdt 1 & 2, & AS 1684.2 – 2013 Amdt 1, AS1684.3 – 2010 Amdt 1 or AS 1684.4 – 2010 Amdt 1.7. Glazing assemblies are to comply with NCC 2016 clause B1.4 & F1.13, AS 2047-2014 and AS 1288-2006Amdt 1 & 2.8. Termite risk management is to comply with NCC 2016 clause B1.4 & AS 3660.1 – 2014.9. Metal roofing is to comply with AS 1562.1 – 1992 Amdt 1, 2 & 3.10. Lift shafts which are not required to have an FRL are to comply with NCC 2016 clause B1.4 (m).11. Lightweight construction is to comply with NCC 2016 clause C1.8 and Spec C1.8.12. Fire hazard properties of linings, materials and assemblies are to comply with NCC 2016 Clause C1.10 andSpec C1.10.13. Enclosure of shafts is to comply with NCC 2016 Spec C2.10.14. Building elements required to have an FRL shall be designed to comply with NCC 2016 Specification C1.1 asapplicable to Type B C construction and Spec A2.3.15. Flooring and floor framing of lift pits must be non-combustible. (Type A & B)16. Roof lights are designed in accordance with NCC 2016 Spec C1.1 Clause 3.6.17. Fire separation of main switchboard that sustains emergency equipment, in accordance with NCC 2016 ClauseC2.13.18. Fire doors must comply with NCC 2016 Spec C3.4 and AS/NZS 1905.1 – 2015.19. Openings in shafts protected in accordance with NCC 2016 Clause C3.13. Service penetrations in fire ratedconstruction are to be protected in accordance with NCC 2016 C3.12, C3.15 & Spec C3.15, AS1530.4-2014 & AS4072.1-2005 (R2016)20. Openings for services that penetrate a building element that is required to have an FRL in respect to integrityor insulation or a resistance to the incipient spread of fire shall be protected in accordance with NCC 2016 clauseC3.15.21. Installation in exits and paths of travel are to comply with NCC 2016 Clause D2.7 – All telecommunication andelectrical cupboards are to be installed with non-combustible backings on the doorway and smoke seals installedto all door leaves. All services which penetrate the cupboard have been smoke sealed to prevent the free passageof smoke.22. Cupboards or storerooms below non-fire isolated stairs are to be enclosed in fire rated construction inaccordance with NCC 2016 Clause C2.8.23. Pedestrian ramps are to comply with NCC 2016 D2.9 and where serving as an accessible ramp, must complywith AS1428.1-2009 Amdt 1 2010.24. The floor surface of ramps, treads/nosings of stairways and landings are to have a slip resistance classificationnot less than that listed in NCC 2016 Table D2.14.25. All going & risers of stairways are to comply with NCC 2016 Clause D2.13.26. All landings to comply with NCC 2016 Clause D2.14.27. Restriction on placement of steps or ramps at door thresholds to be in accordance with NCC 2016 ClauseD2.15. Thresholds steps where permitted are to be no greater than 190mm in accordance with Clause D2.15 (nogreater than 50 mm in Class 9b entertainment venue).28. Balustrades are to be provided and shall comply with NCC 2016 Clause D2.16.29. Handrails are to be provided where required and shall comply with NCC 2016 Clause D2.17 Clause 12 ofAS1429.1-2009 Amdt 1.30. Doorways and doors are to comply with NCC 2016 Clause D2.19 and D2.20.31. Operation of door latches is to comply with NCC 2016 Clause D2.21.32. Access for people with disabilities is to comply with NCC 2016 clauses D3.1, D3.2, D3.3, D3.5 carparking D3.6signage, D3.7 hearing, D3.8 Tactiles , D3.9 seating, D3.10 Swimming pools. D3.11 ramps and D3.12 glazing andAS 1428.1 – 2009 Amdt 1.33. Signage for people with disabilities in accordance with BCA 2014 D3.6, Spec D3.6 and AS1428.1-2009 Amdt 134. Tactile indicators to be provided in accordance with BCA 2014 Clause D3.8 and AS/NZS 1428.4.1-2009 Amdt1.35. Marking of glazing in accordance with BCA 2014 D3.12, and AS 1428.1- 2009 Amdt 2 2014.36. Existing fire hydrants to provide coverage to the new layout in accordance with NCC 2016 Clause E1.3 and AS2419.1 – 2005 Amdt 1 2007.37. Existing fire hose reels to provide coverage to the new layout in accordance with NCC 2016 E1.4 and AS2441-2005 Amdt 1 2009. Fire hose reels to be located within 4m of the exit.38. Existing sprinklers to be modified to suite new layout in accordance with current fire safety schedule.39. Portable fire extinguishers to comply with NCC 2016 Clause E1.6 and AS 2444-2001.40. Miscellaneous air-handling systems covered by Sections 5 (miscellaneous) and 11(Kitchen hood exhaust ) ofAS/NZS 1668.1 2015 serving more than one fire compartment (other than a carpark ventilation system) and notforming part of a smoke hazard management system must comply with that Section of the Standard.41. Passenger lifts are to comply with NCC 2016 Clauses E3.1, Specification E1.3 E3.6, Table E3.6a, Table E3.6b,E3.7, E3.8, E3.9, E.10 & AS1735. AS 1735.11-1986 & AS 1735.1-2016.42. Signs warning against use of lifts are to comply with NCC 2016 Clause E3.3.43. All applicable fire services to be altered to suit new layout in accordance with appropriate AustralianStandards.44. Emergency lighting is to comply with NCC 2016 Clause E4.2, E4.3, E4.4 and AS 2293.1-2005 Amdt 1 2008.45. Exit signs are to comply with NCC 2016 Clause E4.5, E4.6, E4.8 and AS 2293.1-2005 Amdt 1 2008.46. Stormwater drainage is to comply with AS/NZS 3500.3 -2015.47. Building elements in wet areas must be water-resistant or waterproof, as required, in accordance with clauseNCC 2016 F1.7 and AS 3740 – 2010 Amdt 1 2012.48. Damp proofing & damp proof course shall comply with NCC 2016 F1.9 & AS/NZS 2904-1995 Amdt 1 & 2 (DPC)or AS 3660.1-2014.49. Floors on ground shall prevent moisture rising by the insertion of a vapour barrier in accordance with NCC2016 Clause F1.10 & AS 2870-2011.50. Sanitary and other facilities are to be provided in accordance with NCC 2016 F2.1 and F2.3, as relevant.51. The accessible sanitary facility and ambulant facilities for people with disabilities shall be constructed to complywith AS1428.1-2009 and NCC 2016 Clause F2.4.52. Construction of sanitary facilities is to be in accordance with NCC 2016 Clause F2.5.53. Sanitary compartments doors must be removable from the outside unless there is a clear space of 1.2m inaccordance with NCC 2016 clause F2.5.54. Artificial lighting & power is to be in accordance with NCC 2016 Clause F4.4, J6.2, J6.3, J6.4, J6.5 & J6.6 &AS/NZS 1680.1-2006.55. Mechanical ventilation is to be in accordance with NCC 2016 Clause F4.7, F4.9 J3.5 & J3.7 (evaporativecoolers), J5.2, J5.3, J5.4 & J5.5 & AS 1668.2 - 201256. Walls (Building fabric & building sealing energy efficiency) – NCC 2016 Clause J1.5 & J3.657. Glazing (Energy Efficiency measures) – NCC 2016 Clause J2.1 and J2.4 and U-Values and SHGC of glazing tosupport a completed glazing calculator58. Hot water supply (Energy Efficiency) – NCC 2016 Clause J7.2 & Part B2 of NCC Volume 3 – Plumbing Code ofAustralia59. Access for maintenance (Energy Efficiency) – NCC 2016 Clause J8.360. Wall ties to comply with AS3700-2011 & AS2699.1-2000 based on distance of the structure from the coast andwhether that coast opens to a shelthered bay or clear ocean61. Adaptable housing units shall comply with AS4299-1995.

SECTION 96110-112 ADDISON ROAD, MARRICKVILLE

STRUCTURE Foundations, footings, reinforced concrete, slabs, retainingwalls, framing, bracing, tie-down and other structural elementsare to be designed and constructed in accordance with theStructural Engineer’s details and specifications.

HYDRAULICSStormwater drainage, waste water drainage, fresh water, gassupply and other hydraulic services are to be designed andconstructed in accordance with the Local Authority, StatutoryAuthority, Hydraulic and/or Civil Works Consultant’srequirements.

EROSION & SEDIMENT CONTROLApply erosion and sediment control measures in accordancewith the Local Authority and, where applicable, Hydraulic or CivilWorks Consultant’s requirements to avoid erosion,sedimentation and/or contamination of the site, surrounds andstormwater drainage system. Apply measures to ensure that thesite remains free of water and to prevent water flow over the newwork. Erosion & sediment control measures are to be effectivefrom commencement of the works (including demolition) andmaintained throughout the course of the works until the site isfully stabilised.

SERVICES (EXISTING & PROPOSED)Confirm location of existing under and above-ground servicesand coordinate with the relevant service authority to ensure thatservices are handled in accordance with the relevant authoritiesinstructions prior to commencement of demolition, excavationand/or construction works.

LEVELSLevels shown are consistent with the datum and benchmarksshown on the associated detail survey. In most instances thesurveyed levels will be indicated relative to Australian HeightDatum. However the existing site levels and datum are to beconfirmed on site with the reference to the site surveydocuments.

FALLSFinish surfaces typically to fall as required to facilitate effectivedrainage.

INTERPRETATION“Provide” means to supply and install.“Required” means required by the contract documents or by theLocal or Statutory Authorities.“Proprietary” means identifiable by naming the manufacturer,supplier, installer, trade name, brand name, and catalogue orreference number.

scale - N.T.S.LOCATION PLAN1

ISS DATE PURPOSE OF ISSUEA 16.01.17 CC FEE PROP ISSUEB 07.03.17 CONSULTANT COORDINATION AC 17.03.17 DRAFT CCD 13.04.17 DRAFT S96 ISSUEE 27.04.17 QS ISSUEF 15.05.17 QS ISSUEG 16.05.17 S96 ISSUE


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PROJECT MANAGER:


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S96-002 KAA1510

VIEW 01 - ADDISON ROADPERSPECTIVE

SECTION 96

V1 ADDISON ROAD PERSPECTIVE1

12PM WINTER SOLSTICE

01. HERRING BONE BRICKPAVING AROUND EXISTING

SANDSTONE CURBS

08. VERTICAL BORDEREDOFF-FORM CONCRETE

06. FAIR FACED CONCRETE

FINISHES SCHEDULE

4

16 13 13

8 17

12. SAFETY JALOUSIEGLASS LOUVRES

12

- VIEW FROM THE OPPOSITE BOUNDARYCIRCA 1:100 @ A3

13. RECYCLED BRICKS

14

ISS DATE PURPOSE OF ISSUEA 16.01.17 CC FEE PROP ISSUEB 17.03.17 DRAFT CCC 13.04.17 DRAFT S96 ISSUED 20.04.17 CONSULTANT COORDINATION DE 27.04.17 QS ISSUEF 15.05.17 QS ISSUEG 16.05.17 S96 ISSUE

15. TILES 16 AUSTRAL PLYWOOD

17. BLADE SUN SHADE

15

15 15


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S96-003 KAA1510

VIEW 02 - ILLAWARRA ROADPERSPECTIVE

SECTION 96

V2 ILLAWARRA ROAD PERSPECTIVE1

8

15 13

8 1712

12PM WINTER SOLSTICE

- VIEW FROM THE OPPOSITE BOUNDARYCIRCA 1:100 @ A3

ISS DATE PURPOSE OF ISSUEA 16.01.17 CC FEE PROP ISSUEB 17.03.17 DRAFT CCC 13.04.17 DRAFT S96 ISSUED 20.04.17 CONSULTANT COORDINATION DE 27.04.17 QS ISSUEF 15.05.17 QS ISSUEG 16.05.17 S96 ISSUE

01. HERRING BONE BRICKPAVING AROUND EXISTING

SANDSTONE CURBS

08. VERTICAL BORDEREDOFF-FORM CONCRETE

06. FAIR FACED CONCRETE

FINISHES SCHEDULE

12. SAFETY JALOUSIEGLASS LOUVRES

13. RECYCLED BRICKS

15. TILES 16 AUSTRAL PLYWOOD

17. BLADE SUN SHADE

17

16

AS96-160

AS96-160

H

H

G

G

F

F

C

C

B

B

A

A

01 01

02 02

03 03

04 04

05 05

07 07

08 08

06 06

4565 8185 2450 6565 3560 3810 5745 50

E

E

4680

5400

4500

2450

8650

4180

4530

4970

5525

60010 10

LIFT B

LIFT AEXISTINGBUILDING ABOVE

09 09

D

D

1:8 RAMP 1:4 RAMP

300

3320

300

SHAR

EDZO

NESTAIR ABOVE2450 F/C UNDERSIDECLEARANCE

STOR

AGE

KERB ABOVE

TRAFFICCONTROL BOX

TELSTRA PIT

TRAFFICCONTROL BOX

SV SV

TELSTRAPIT

GRATED PITEKI INLET

TELSTRAPIT

GAS

HYD

TRAFFIC LIGHT

TRAFFIC LIGHT STOR

AGE

1

2

4

5

3

11

6

7

8

9

21

20

18

22

25

24

26

27

28

30

STOR

AGE

LANDSCAPE ABOVE

BS96-161

BS96-161

23

CS96-162

CS96-162

31

33

34

+RL 6.78

STOR

AGE

STOR

AGE

STOR

AGE

DEEP SOIL

STOR

AGE

KERB ABOVE ATGROUND LEVEL

TREE LOCATION AT GROUND LEVEL

TREE LOCATION ATGROUND LEVEL


STOR

AGE

EXISTINGBUILDING ABOVE

EXISTINGBUILDING ABOVE


GROUND FLOOR FOOTPRINTSHOWN DASHED

PLANT

FIRE STAIR 3

5800



32

HYDSVHYD

4680

5400

4500

150

100

2200

3300

100

5250

255

100

3825

1675

100

2755

4970

2525

250

2750

600

5800

12

FHR

SHAR

EDZO

NE

10

29

35

DS96-163

DS96-163

+RL 6.44

4425

3300

19

9805

FHR

ELECTRICAL MAIN SWITICH ROOM TOELECTRICAL ENGINEER'S DETAILS

PLANT

2400

+RL 6.78

R 10

000

STAIRLANDINGABOVE

ALL NEW FIRE ISOLATED STAIR TO HAVESINGLE HANDRAIL COMPLYING WITHAS1428.1-2009 & STAIR NOSINGS

ALL NEW FIRE ISOLATED STAIRTO HAVE SINGLE HANDRAILCOMPLYING WITH AS1428.1-2009& STAIR NOSINGS

1270

13 14 15 16 17

RAINWATER RE-USE TANK ABOVE23.23M³

1:20 DRIVEWAY RAMP 39805

MOTORCYCLE

FIRE HYDRANT PUMP (725mm x 2500mm)

DEEP SOIL

FH

FH

COLD WATERPUMP ROOM

4475

OSD TANK ABOVE 23M³

STOR

AGE

STORAGE

11

11

1200

+RL 6.44 +RL 6.00

+RL 6.00+R

L 6.78

DRIVEWAY RAMP 1

+RL 6.52

SIGNAL

SIGNAL

875

875

KERB

KERB CARPARKEXHAUST RISER

REFER TO DEFERRED COMMENCEMENTREPORT & THE STRUCTURAL ENGINEER'SLETTER FOR DETAILS ON THE EXISTING WALLABOVE IN REGARDS TO CONDITION PART A 3.

230

KERB

GARAGE DOOR

KERB

+RL 6

.56

SHAR

EDZO

NE

PLANTER TO ABOVE - NOT TOIMPEDE ACCESSIBLE CAR SPACE

BULKYHOUSEHOLD

STORAGE

MOTO

RCYC

LE

GREASEARRESTOR

SHAR

EDZO

NE

GRID

LINES

STRU

CTUR

AL C

OLUM

NS

BASE

MENT

SET

BACK

CAR

SPAC

ES

INTE

RNAL

WAL

LS

4680

490

2820

3136

555

2560

0

600

5400

125

2275

2700

2100

300

2700

2400

7200

5500

2400

2400

2400

1500

800

4680

GRIDLINES

STRUCTURAL COLUMNS

CAR SPACES/PLANT

INTERNAL WALLS

4680

5400

4500

2450

8650

4180

4530

4970

5525

600

4680

5400

4500

2450

8650

4180

4530

4970

5525

600

4488

060

0

4680

4970

1875

3650

600

4480

200

4800

600

1600

300

024

0020

060

018

5055

024

0080

048

0010

070

524

0010

7513

2580

024

005

2395

2575

125

2400

3000

600

4565 6565 3560 3810 5745

4565 24570 5745 50BASEMENT SETBACK/DEEP SOIL

4565 8185 2450 160 2400 2400 300 1310 1090 2400 65 2335 1200250

25 5745

CAGE AND DOUBLE GARAGEDOORS TO BAYS 22-27

GRID

LINES

STRU

CTUR

AL C

OLUM

NS

BASE

MENT

SET

BACK

CAR

SPAC

ES

INTE

RNAL

WAL

LS

GRIDLINES

STRUCTURAL COLUMNS

CAR SPACES/LIFT A

INTERNAL WALLS

BASEMENT SETBACK/DEEP SOIL

50 4565 8185 2450 6565 3560 3810 5745225

50 34880

1160 3405 1995 5800 75 2525 5000 400 6160 805 4595 1150

5400

3305 2001060 1795 200 6065 125125 PLANT

2325 975 250 2035 200STORAGE

3305 200 6160 5400 1150FIRE STAIR

SWP

SWP

SWPSWP

SWP

BASEMENT PUMPOUT PIT TOHYDRAULIC ENGINEER'S DETAILS

STORMWATER PIT TO HYDRAULICENGINEER'S DETAILS

DP

DP

DP

DP

DP

DP

DP

DP

ELEC

TRIC

AL K

IOSK

SUBS

TATI

ON A

BOVE

1:20 D

RIVE

WAY

RAM

P 2

1400

0

1:40 D

RIVE

WAY

RAM

P 5

3200

FFL 6.78

+RL 6.70+RL 6.70

+RL 6.40

UP

UP

+RL 6.00

+RL 6.92

+RL 6.92 +RL 6.00

+RL 6.40

1:20 D

RIVE

WAY

RAM

P 4

6800

DETAILS OF BULK EXCAVATION, SHORING/PILECONSTRUCTION IN ACCORDANCE WITHSTRUCTURAL ENGINEER'S DETAILS

NOTE BOUNDARY AS PER SURVEY

GREASE ARRESTOR & PUMPINGSTATION. REFER TO HYDRAULICENGINEER'S DETAILS

4 WALL MOUNTED BICYCLE SPACES

MINIMUM 2500mm CLEARANCEHEIGHT OVER ACCESSIBLE ANDSHARED ZONE TO AS2890.6-2009

0


PROJECT NAME:

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PLOTTED :

Scale 1 : 200

2m 4m1m 8m

@ A3




CLIENT:

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S96-010 KAA1510

BASEMENT PLAN

SECTION 96

scale - 1 : 200@ A3BASEMENT1

NOTE:• MINIMUM 2200mm HEADROOM CLEARANCE TO

STRUCTURE AND SERVICES• MINIMUM 2500mm HEADROOM CLEARANCE FOR

ACCESSIBLE AND SHARED ZONE SPACES TOSTRUCTURE AND SERVICES

• MINIMUM 5500mm WIDE GARAGE DOOR TO ALLDOUBLE PRIVATE GARAGES

ISS DATE PURPOSE OF ISSUEA 16.01.17 CC FEE PROP ISSUEB 20.02.17 REVISED BIN ROOMC 22.02.17 REVISED ACCESSD 24.02.17 DEFERRED COMMENCEMENT ISSUEE 13.03.17 STRUCTURAL REVIEWF 14.03.17 MECHANICAL ISSUEG 14.03.17 LANDSCAPE ISSUEH 17.03.17 DRAFT CCI 27.03.17 CONSULTANT COORDINATION BJ 28.03.17 CONSULTANT COORDINATION CK 10.04.17 ELEC. ISSUEL 11.04.17 MECH. ISSUEM 13.04.17 DRAFT S96 ISSUEN 20.04.17 CONSULTANT COORDINATION DO 27.04.17 QS ISSUEP 15.05.17 QS ISSUEQ 16.05.17 S96 ISSUE

S96-153

1

S96-152

1

S96-151

1

AS96-160

AS96-160

H

H

G

G

F

F

C

C

B

B

A

A

01 01

02 02

03 03

04 04

05 05

07 07

08 08

06 06

G.R04CAFE / RESTAURANT

LIFT B

G.C02COMMERCIAL

G.C03COMMERCIAL

G.C05COMMERCIAL

G.C06COMMERCIAL

G.C07COMMERCIAL

FIRESTAIR 2

4565 8185 2450 6565 3560 3810 5745

E

E

4680

5400

4500

2450

8650

4180

4530

4970

5525

10 10

COMMON CIRCULATION (EXT. VENT.)(89.06 m²)

COMMON CIRCULATION(12.12 m²)

09 09

D

D

1:14 R

AMP

1

MAIL

G.C01COMMERCIAL

HYDSV

HYD

GRATED PITEKI INLET

LANDSCAPEAREA

POWERPOLE

LIFT A

+RL 9.92

36

BS96-161

BS96-161 1:4 RAMP

CS96-162

CS96-162

EX RL 9.00

FIRE STAIR 3

1:8 RAMP

LEVEL 1 ABOVE SHOWN DASHED

H A N D L E Y L A N E

SHAREDZONE

KIOS

KSU

BSTA

TION

DEEP SOIL

STAIR TOLEVEL 1

FIRESTAIR 1

FIRE EGRESS

+RL 9.70

+RL 9.14

+RL 9.70

2000

DS96-163

NATURAL GAS REGULOATOR INPLANTER TO HYDRAULIC'S DETAILS

G/H/

C

300

3320

300

+RL 10.15

ELEC

.CU

PBOA

RD

FIRE HYDRANT BOOSTER

RAINWATER RE-USE TANKBELOW 23.23M³

1:25 RAMP3600

LOCATIONFOR WC

LOCATIONFOR WC

LOCATIONFOR WC

5800

3300

1:20 WALKWAY REMOVABLE BOLARDS

1:14 RAMP 1

2500

GAS & COLD WATER METER

WASTESTORAGE

FH

FH

6000

(SID

E BO

UNDA

RY S

ETBA

CK)

FHR

FHR

FHR

FH

EXISTING TREE TO BE REMOVED

OSD TANK BELOW 23M³

COMMERCIALVISITOR

4 BICYCLE SPACES

6 WAL

L MOU

NTED

BICY

CLE

SPAC

ES

9.979.96

9.95

9.88

9.84

9.81

9.79

9.76

9.65

9.56

9.45

9.40

9.81

9.81

10.01

10.08

10.14

10.0810.05

10.04

9.91

9.85

10.00 10.00

9.939.98

9.73

9.71

9.63

8.898.68

9.81

9.76

9.819.87

9.859.85

9.88

9.999.98

9.97

9.91 9.93

9.83 9.90

9.82

9.41

8.508.738.84

8.93

8.90

8.55 8.54

8.45

9.48

TRAFFICCONTROL BOX

TELSTRA PIT

TRAFFICCONTROL BOX

SV SV

TELSTRAPIT

TRAFFIC LIGHT

TRAFFIC LIGHT

EKI INLET

TELSTRAPIT

GAS

EX RL 9.40

GRATED PIT

HYD

R 10000

HYDSV

HYD

I L L

A W

A R

R A

R

O A

D

A D D I S O N R O A D

BOUNDARY 3705m

m 74°10

'00"

BOUNDARY 33160mm 114°43'35"

BOUN

DARY

3933

0mm

33°3

5'55"

BOUNDARY 34920mm 303°41'35"

BOUN

DARY

2435

0mm

213°

56'30

"BO

UNDA

RY 91

450m

m 21

3°51

'20"

BOUN

DARY

1197

5mm

213°

55'20

"

1:14

1:14

LOADING

10 BINS

DEEP SOIL

1005

1025

1025

1025

1025

1060

INTERCOM SYSTEM TO BE INSTALLED INACCORDANCE WITH CONDITION 28

SIGNAGE

REFER DEFERRED COMMENCEMENT REPORT & THESTRUCTURAL ENGINEER'S LETTER FOR DETAILS ON THEEXISTING WALL IN REGARDS TO CONDITION PART A 3.

11

11

SIGNAGE TO ACCESSCONSULTANT'S DETAILSSIGNAGE TO ACCESS

CONSULTANT'S DETAILS

SIGNAGE TO ACCESSCONSULTANT'S DETAILS

900mm SETBACK FROM SITE BOUNDARYTO ACCESS REQUIREMENTS



DIRECTIONAL SIGNAGE TO ACCESSCONSULTANT'S DETAILS

DIRECTIONAL SIGNAGE TO ACCESSCONSULTANT'S DETAILS


ACCESSIBLE ENTRY SIGN TOACCESS CONSULTANT'S DETAILS

AREA SHOWN HATCHED TO BE PAVINGTO ENSURE SUITABLE DEVIATION OFPEDESTRIAN ACCESSWAY FROMVEHICULAR ACCESS TO ACCESSCONSULTANT'S DETAILS

ACCESSIBLE ENTRY SIGN TOACCESS CONSULTANT'S DETAILS

ACCESSIBLE ENTRY SIGN TO ACCESSCONSULTANT'S DETAILS

INTERCOM SYSTEM TO BE INSTALLEDIN ACCORDANCE WITH CONDITION 28

BUILDING IDENTIFICATION NUMBER INACCORDANCE WITH CONDITION 59

EXISTING STONE KERB TO BE PRESERVEDACCORDING TO CONDITION 102

INFILL BALUSTRADE TO BE CLEAR GLAZINGACCORDING TO CONDITION PART A 3

BIN HOLDING AREA CAPABLE OFSTORING TOTAL OF 30 BINS

900

38

37

DRIVEWAYRAMP 1

DRIVEWAYRAMP 2+RL 9.14

+RL 9.14

DRIVEWAYRAMP 3

PEDESTRIANRAMP 1

PEDESTRIAN RAMP 2

PEDESTRIANRAMP 4

+RL 9.70

+RL 10.00

900

900

800mm RAISED FOOTHPATH WITH ROLLEDKERB AS PER CONDITION PART A 2.

TEMPORARY WALL AS PER THE REPORT

LOCATIONFOR WC

LOCATIONFOR WC

LOCATIONFOR WC

LETTERBOXES AND MAIL COLLECTIONFACILITIES PROVIDED IN ACCORDANCE WITHCONDITION 58

MAINTAIN EXISTING KERB

500mm DEEP PLANTER BELOW

DEEP SOIL PLANTING AREAS

+RL 9.70

+RL 9.76

KERB

LINEAR DRAIN

LOW RETAINING WALL ANDPLANTER TO LANDSCAPE SPEC

12m³ BULKY HOUSEHOLD WASTESTORAGE

HOSE COCK AND FLOOR WASTE TOHYDRAULIC ENGINEER'S DETAILS

900

CAFE EXHAUST RISER 800MM X 800MMCARPARK SUPPLY RISER 800MM X 400MMCARPARK EXHAUST RISER 1000MM X 400MM

+RL 10.36

UP

FW

GRIDLINES

STRUCTURAL COLUMNS

EXTERNAL WALLS

INTERNAL WALLS

BUILDING SETBACK

4680

5400

4500

2450

8650

4180

4530

4970

5525

600

GRIDLINES

STRUCTURAL COLUMNS

EXTERNAL WALLS

INTERNAL WALLS

BUILDING SETBACK

50 4565 8185 2450 6565 3560 3810 5745225

GRID

LINES

STRU

CTUR

AL C

OLUM

NS

BUILD

ING

SETB

ACK

EXTE

RNAL

WAL

LS

INTE

RNAL

WAL

LS

GRID

LINES

STRU

CTUR

AL C

OLUM

NS

BUILD

ING

SETB

ACK

EXTE

RNAL

WAL

LS

INTE

RNAL

WAL

LS

UP

+RL 9.70

300 2100 300

2350

200

490

300

3040

300

COMMUNAL COMPOSTING AS PER CONDITIONPART A 5 e) SEE WASTE CONSULTANT'SREPORT FOR MORE DETAILS

WC EXHAUST 450MM X 200MMGARBAGE EXHAUST RISER 450MM X 250MM

FFL 10.58

1625

1200

1625

600

+RL 9.70

+RL 9.90

+RL 9.93

+RL 9.77

+RL 9.84

+RL 10.58

0


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DRAWING TITLE:





PLOTTED :

Scale 1 : 200

2m 4m1m 8m

@ A3




CLIENT:

PROJECT MANAGER:


U

26/06/2017 10:19:51 AM


S96-011 KAA1510

GROUND FLOOR PLAN

SECTION 96

scale - 1 : 200@ A3GROUND FLOOR1

ISS DATE PURPOSE OF ISSUEA 16.01.17 CC FEE PROP ISSUEB 20.02.17 REVISED BIN ROOMC 22.02.17 REVISED ACCESSD 24.02.17 DEFERRED COMMENCEMENT ISSUEE 28.02.17 HYDRAULIC COORDINATIONF 06.03.17 HYDRAULIC COORDINATION R2G 07.03.17 CONSULTANT COORDINATION AH 13.03.17 STRUCTURAL REVIEWI 14.03.17 MECHANICAL ISSUEJ 14.03.17 LANDSCAPE ISSUEK 17.03.17 DRAFT CCL 27.03.17 CONSULTANT COORDINATION BM 28.03.17 CONSULTANT COORDINATION CN 10.04.17 ELEC. ISSUEO 11.04.17 MECH. ISSUEP 13.04.17 DRAFT S96 ISSUEQ 20.04.17 CONSULTANT COORDINATION DR 27.04.17 QS ISSUES 12.05.17 STRUCTURAL ISSUET 15.05.17 QS ISSUEU 16.05.17 S96 ISSUE

S96-153

1

S96-152

1

S96-151

1

AS96-160

AS96-160

H

H

G

G

F

F

C

C

B

B

A

A

01 01

02 02

03 03

04 04

05 05

07 07

4680

5400

4500

2450

8650

4180

4530

4970

5525

4565 8185 2450 6565 3560 3810 5745

08 08

06 06

1.A052 BED

1.A082 BED

1.A09 (A)1 BED

1.A103 BED

1.A021 BED+S

BALCONY

BALCONY

BALCONY

BALCONY

BALCONY

BALCONY

1.A031 BED

BALCONY

E

E

10 10

2200

LIFT B

6000

BALCONY

1.A01 (A)2 BED+S

09 09

D

D

1.A06 (A)1 BED

1.A042 BED

BALCONY(7.48 m²)

3790

2015

1.A073 BED

BS96-161

BS96-161

BALCONY

CS96-162

CS96-162

COMMON CIRCULATION

LIFT A

HIGHLIGHT WINDOWTO BATHROOMS


2475

7180 1032

0

2500 7000 (REAR SETBACK)

2300

LEVEL 2 PROFILE SHOWN DASHED

FIRE STAIR 2

LANDSCAPING

FIRE STAIR 1+RL 12.98STAIR

LANDING

EXISTING L1WINDOW

DS96-163

DS96-163

LIGHTWELL TOGROUND LEVEL

E

G/H/C

G/H/C



KIOSK SUBSTATION BELOW

E

3000

KIOS

KSU

BSTA

TION

1565

1550

H/C

FH

FH

5960

11005760

3200

3775

3265

3265

3195 3195

4535

3030

3030

2500

3485

4470

2300

2500

4130

32604060

3100

3030

1100

3030

4675

4000

3000

3000

3700

4690

3550

3655

3000

3140

3020

3470

3010

+RL 13.90

3275

2660

2650

2200 29

45

1410

1400

11

11

TRANSOM (OPERABLE) WINDOW ABOVE THE DOORACCORDING TO CONDITION 6

TRANSOM (OPERABLE) WINDOW ABOVE THE DOOR

WASTE & RECYCLING CHUTEACCORDING TO CONDITION PART A 5


I L L

A W

A R

R A

R

O A

D


BOUNDARY 3705m

m 74°10

'00"

BOUNDARY 33160mm 114°43'35"

BOUN

DARY

3933

0mm

33°3

5'55"

BOUNDARY 34920mm 303°41'35"

BOUN

DARY

2435

0mm

213°

56'30

"BO

UNDA

RY 91

450m

m 21

3°51

'20"

BOUN

DARY

1197

5mm

213°

55'20

"

GRID

LINES

STRU

CTUR

AL C

OLUM

NS

BUILD

ING

SETB

ACK

EXTE

RNAL

WAL

LS

INTE

RNAL

WAL

LS

GRIDLINES

STRUCTURAL COLUMNS

EXTERNAL WALLS

INTERNAL WALLS

BUILDING SETBACK

GRID

LINES

STRU

CTUR

AL C

OLUM

NS

BUILD

ING

SETB

ACK

EXTE

RNAL

WAL

LS

INTE

RNAL

WAL

LS

GRIDLINES

STRUCTURAL COLUMNS

EXTERNAL WALLS

INTERNAL WALLS

BUILDING SETBACK

4680

5400

4500

2450

8650

4180

4530

4970

5525

600

50 4565 8185 2450 6565 3560 3810 5745225

COMMON CIRCULATION TO HAVE FIXED GLASS OPENLOUVRES IN ACCORDANCE WITH CONDITION 5

3660

3055

3215

8265

1000

1025

1025

1025

1060

1530

1500

950



W2

W5

W6

W4

W3

W1

SD01SD02

SD02

SL13

0


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PLOTTED :

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2m 4m1m 8m

@ A3




CLIENT:

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26/06/2017 10:20:00 AM


S96-012 KAA1510

LEVEL 1 PLAN

SECTION 96

scale - 1 : 200@ A3LEVEL 11

ISS DATE PURPOSE OF ISSUEA 16.01.17 CC FEE PROP ISSUEB 20.02.17 REVISED BIN ROOMC 24.02.17 DEFERRED COMMENCEMENT ISSUED 28.02.17 HYDRAULIC COORDINATIONE 06.03.17 HYDRAULIC COORDINATION R2F 07.03.17 CONSULTANT COORDINATION AG 13.03.17 STRUCTURAL REVIEWH 14.03.17 MECHANICAL ISSUEI 14.03.17 LANDSCAPE ISSUEJ 17.03.17 DRAFT CCK 27.03.17 CONSULTANT COORDINATION BL 28.03.17 CONSULTANT COORDINATION CM 10.04.17 ELEC. ISSUEN 11.04.17 MECH. ISSUEO 13.04.17 DRAFT S96 ISSUEP 20.04.17 CONSULTANT COORDINATION DQ 27.04.17 QS ISSUER 02.05.17 WALL TYPE REVIEWS 15.05.17 QS ISSUET 16.05.17 S96 ISSUE

S96-153

1

S96-152

1

S96-151

1

AS96-160

AS96-160

H

H

G

G

F

F

C

C

B

B

A

A

01 01

02 02

03 03

04 04

05 05

07 07

08 08

4680

5400

4500

2450

8650

4180

4530

4970

5525

2200

06 06

4565 8185 2450 6565 3560 3810 5745

BALCONY

E

E

10 10

LIFT B

09 09

D

D

2.A103 BED

2.A09 (A)1 BED

2.A082 BED

2.A073 BED

2.A041 BED

2.A01 (A)2 BED+S

2.A021 BED+S

BALCONYBALCONY

BALCONY

BALCONY

BALCONY

BALCONY

BALCONY

COMMON CIRCULATION

9050

BALCONY

BALCONY

8000

2.A06 (A)1 BED

725

BS96-161

BS96-161

CS96-162

CS96-162


HIGHLIGHT WINDOWTO BATHROOM

LIFT A

6000

7000

2300

2475

LEVEL 3 PROFILE SHOWNDASHED


NON TRAFFICABLE ROOF

2.A052 BED

FIRE STAIR 1

FIRE STAIR 2

+RL 15.52

STAIRLANDING

DS96-163

DS96-163

G/H/C

E16

00

H/C

FH

FH

1550

5745

3000

4105

3000

3000

3100

3195

4060

4075

4000

4740

3700

3550

3100

3000

7725

4530

2950 4535

3600

4185

3000

3030

E

G/H/C

3140

11

11


TRANSOM (OPERABLE) WINDOW ABOVE THE DOOR





2.A031 BED

2985

GRID

LINES

STRU

CTUR

AL C

OLUM

NS

BUILD

ING

SETB

ACK

EXTE

RNAL

WAL

LS

INTE

RNAL

WAL

LS

GRIDLINES

STRUCTURAL COLUMNS

EXTERNAL WALLS

INTERNAL WALLS

BUILDING SETBACK

GRID

LINES

STRU

CTUR

AL C

OLUM

NS

BUILD

ING

SETB

ACK

EXTE

RNAL

WAL

LS

INTE

RNAL

WAL

LS

GRIDLINES

STRUCTURAL COLUMNS

EXTERNAL WALLS

INTERNAL WALLS

BUILDING SETBACK

I L L

A W

A R

R A

R

O A

D


BOUNDARY 3705m

m 74°10

'00"

BOUNDARY 33160mm 114°43'35"

BOUN

DARY

3933

0mm

33°3

5'55"

BOUNDARY 34920mm 303°41'35"

BOUN

DARY

2435

0mm

213°

56'30

"BO

UNDA

RY 91

450m

m 21

3°51

'20"

BOUN

DARY

1197

5mm

213°

55'20

"

4680

5400

4500

2450

8650

4180

4530

4970

5525

600

50 4565 8185 2450 6565 3560 3810 5745225


1500



0


PROJECT NAME:

DRAWING TITLE:





PLOTTED :

Scale 1 : 200

2m 4m1m 8m

@ A3




CLIENT:

PROJECT MANAGER:


S

26/06/2017 10:20:08 AM


S96-013 KAA1510

LEVEL 2 PLAN

SECTION 96


ISS DATE PURPOSE OF ISSUEA 16.01.17 CC FEE PROP ISSUEB 20.02.17 REVISED BIN ROOMC 24.02.17 DEFERRED COMMENCEMENT ISSUED 28.02.17 HYDRAULIC COORDINATIONE 06.03.17 HYDRAULIC COORDINATION R2F 07.03.17 CONSULTANT COORDINATION AG 13.03.17 STRUCTURAL REVIEWH 14.03.17 MECHANICAL ISSUEI 14.03.17 LANDSCAPE ISSUEJ 17.03.17 DRAFT CCK 27.03.17 CONSULTANT COORDINATION BL 28.03.17 CONSULTANT COORDINATION CM 10.04.17 ELEC. ISSUEN 11.04.17 MECH. ISSUEO 13.04.17 DRAFT S96 ISSUEP 20.04.17 CONSULTANT COORDINATION DQ 27.04.17 QS ISSUER 15.05.17 QS ISSUES 16.05.17 S96 ISSUE

S96-153

1

S96-152

1

S96-151

1

AS96-160

AS96-160

H

H

G

G

F

F

C

C

B

B

A

A

01 01

02 02

03 03

04 04

05 05

07 07

08 08

06 06

3.A032 BED+S

3.A063 BED

3.A083 BED

3.A021 BED+S

BALCONY

BALCONY

E

E

10 10

LIFT B

09 09

BALCONY

8000

BALCONY

D

D

4565 8185 2450 6565 3560 3810 5745

3.A07 (A)2 BED

BALCONY

3.A012 BED

BALCONY

BS96-161

BS96-161

3.A042 BED+S

BALCONY

CS96-162

CS96-162

LIFT A

71801870

4890 7710 1066

5

2475


COMMON CIRCULATION(11.77 m²)

BALCONY

FIRE STAIR 1

FIRE STAIR 2

+RL 18.57

STAIRLANDING

3970

DS96-163

DS96-163


G/H/C

LOFT ABOVESHOWN DASHED

E

1600

ROOF

2500

2000

H/C

FH

FH

ACCESS HATCH ABOVE TO ROOF/PLANT AREA

2610 7000

1550

SKYLIGHT

3725

3000

34153165

6503005

4030

2990

6280

4030

5280

8400

8815

5275

4380

2840

E

2200

VENTILATEDSKYLIGHT(VS1) ABOVE

11

11






CUTOUT OF ROOF ABOVECUTOUT OF ROOF ABOVE

GRID

LINES

STRU

CTUR

AL C

OLUM

NS

BUILD

ING

SETB

ACK

EXTE

RNAL

WAL

LS

INTE

RNAL

WAL

LS

GRIDLINES

STRUCTURAL COLUMNS

EXTERNAL WALLS

INTERNAL WALLS

BUILDING SETBACK

GRID

LINES

STRU

CTUR

AL C

OLUM

NS

BUILD

ING

SETB

ACK

EXTE

RNAL

WAL

LS

INTE

RNAL

WAL

LS

GRIDLINES

STRUCTURAL COLUMNS

EXTERNAL WALLS

INTERNAL WALLS

BUILDING SETBACK

I L L

A W

A R

R A

R

O A

D


BOUNDARY 3705m

m 74°10

'00"

BOUNDARY 33160mm 114°43'35"

BOUN

DARY

3933

0mm

33°3

5'55"

BOUNDARY 34920mm 303°41'35"

BOUN

DARY

2435

0mm

213°

56'30

"BO

UNDA

RY 91

450m

m 21

3°51

'20"

BOUN

DARY

1197

5mm

213°

55'20

"

4680

5400

4500

2450

8650

4180

4530

4970

5525

600

4680

5400

4500

2450

8650

4180

4530

4970

5525

50 4565 8185 2450 6565 3560 3810 5745225




3105

1WD168

0


PROJECT NAME:

DRAWING TITLE:





PLOTTED :

Scale 1 : 200

2m 4m1m 8m

@ A3




CLIENT:

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R

26/06/2017 10:20:17 AM


S96-014 KAA1510

LEVEL 3 PLAN

SECTION 96


ISS DATE PURPOSE OF ISSUEA 16.01.17 CC FEE PROP ISSUEB 20.02.17 REVISED BIN ROOMC 24.02.17 DEFERRED COMMENCEMENT ISSUED 28.02.17 HYDRAULIC COORDINATIONE 07.03.17 CONSULTANT COORDINATION AF 13.03.17 STRUCTURAL REVIEWG 14.03.17 MECHANICAL ISSUEH 14.03.17 LANDSCAPE ISSUEI 17.03.17 DRAFT CCJ 27.03.17 CONSULTANT COORDINATION BK 28.03.17 CONSULTANT COORDINATION CL 10.04.17 ELEC. ISSUEM 11.04.17 MECH. ISSUEN 13.04.17 DRAFT S96 ISSUEO 20.04.17 CONSULTANT COORDINATION DP 27.04.17 QS ISSUEQ 15.05.17 QS ISSUER 16.05.17 S96 ISSUE

S96-153

1

S96-152

1

S96-151

1

AS96-160

AS96-160

H

H

G

G

F

F

C

C

B

B

A

A

01 01

02 02

03 03

04 04

05 05

07 07

08 08

06 06

E

E

10 10

09 09

D

D

BS96-161

BS96-161

L.A042 BED+S

L.A032 BED+S

CS96-162

CS96-162

L.A012 BED

DS96-163

DS96-163

LIFTOVERRUN

LIFTOVERRUN

7340

L.A052 BED

ROOF / PLANT

SKYLIGHTABOVE

SKYLIGHT ABOVE

SKYLIGHTABOVE

OPERABLESKYLIGHTABOVE

SKYLIGHTABOVE

LADDER HATCH FROM THIRDFLOOR TO ROOF / PLANT

7755

SOLAR PANELS

FH

FHR

SKYLIGHT

3500

3410

3370

3000

3500

3530

3620

4000

3340

1070

OPERABLESKYLIGHTABOVE

OPERABLE SKYLIGHT ABOVE

OPERABLE SKYLIGHT ABOVE

11

11

CARPARKEXHAUST RISER

GRID

LINES

STRU

CTUR

AL C

OLUM

NS

BUILD

ING

SETB

ACK

EXTE

RNAL

WAL

LS

INTE

RNAL

WAL

LS

GRIDLINES

STRUCTURAL COLUMNS

EXTERNAL WALLS

INTERNAL WALLS

BUILDING SETBACK

GRID

LINES

STRU

CTUR

AL C

OLUM

NS

BUILD

ING

SETB

ACK

EXTE

RNAL

WAL

LS

INTE

RNAL

WAL

LS

GRIDLINES

STRUCTURAL COLUMNS

EXTERNAL WALLS

INTERNAL WALLS

BUILDING SETBACK

I L L

A W

A R

R A

R

O A

D


BOUNDARY 3705m

m 74°10

'00"

BOUNDARY 33160mm 114°43'35"

BOUN

DARY

3933

0mm

33°3

5'55"

BOUNDARY 34920mm 303°41'35"

BOUN

DARY

2435

0mm

213°

56'30

"BO

UNDA

RY 91

450m

m 21

3°51

'20"

BOUN

DARY

1197

5mm

213°

55'20

"

4680

5400

4500

2450

8650

4180

4530

4970

5525

600

4680

5400

4500

2450

8650

4180

4530

4970

5525

50 4565 8185 2450 6565 3560 3810 5745225

ANY AND ALL PLAN (INCLUDING AIR CONDITIONING) ISNOT TO PROJECT ABOVE THE HEIGHT OF THE ROOF INACCORDANCE WITH CONDITION 10

FLOOR WASTES TO HYDRAULICENGINEER'S REQUIREMENTS

PARAPET T.O.W. RL 23.15

STORAGE WITHINROOF SPACE

CUTOUT TO ROOF BELOW

CUTOUT TO ROOF BELOW

+RL 24.15

UP

UP

UPUP

UP

UP

UP

UP

UP

UP


HOTWATERPLANT

CAFE EXHAUST FAN

AIR CONDITIONING CONDENSER 1.5m HIGH


1WD168

+RL 23.03

+RL 23.03

AIR CONDITIONING CONDENSER 1.5m HIGH

0


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PLOTTED :

Scale 1 : 200

2m 4m1m 8m

@ A3




CLIENT:

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26/06/2017 10:38:36 AM


S96-015 KAA1510

LOFT LEVEL

SECTION 96

scale - 1 : 200@ A3LOFT LEVEL1

ISS DATE PURPOSE OF ISSUEA 16.01.17 CC FEE PROP ISSUEB 20.02.17 REVISED BIN ROOMC 28.02.17 HYDRAULIC COORDINATIOND 07.03.17 CONSULTANT COORDINATION AE 13.03.17 STRUCTURAL REVIEWF 14.03.17 MECHANICAL ISSUEG 14.03.17 LANDSCAPE ISSUEH 17.03.17 DRAFT CCI 27.03.17 CONSULTANT COORDINATION BJ 28.03.17 CONSULTANT COORDINATION CK 10.04.17 ELEC. ISSUEL 11.04.17 MECH. ISSUEM 13.04.17 DRAFT S96 ISSUEN 20.04.17 CONSULTANT COORDINATION DO 27.04.17 QS ISSUEP 15.05.17 QS ISSUEQ 16.05.17 S96 ISSUE

S96-153

1

S96-152

1

S96-151

1

AS96-160

AS96-160

H

H

G

G

F

F

C

C

B

B

A

A

01 01

02 02

03 03

04 04

05 05

07 07

08 08

06 06

E

E

10 10

09 09

D

D

BS96-161

BS96-161

CS96-162

CS96-162

DS96-163

DS96-163

SKYLIGHT

SKYLIGHT

SKYLIGHT

OPERABLESKYLIGHT

SKYLIGHT

I L L

A W

A R

R A

R

O A

D


BOUNDARY 3705m

m 74°10

'00"

BOUNDARY 33160mm 114°43'35"

BOUN

DARY

3933

0mm

33°3

5'55"

BOUNDARY 34920mm 303°41'35"

BOUN

DARY

2435

0mm

213°

56'30

"BO

UNDA

RY 91

450m

m 21

3°51

'20"

BOUN

DARY

1197

5mm

213°

55'20

"

No 108ADDISON ROAD

EXISTING 2 STOREYRETAIL BUILDING

No 1ILLAWARA ROAD

EXISTING 2 STOREYRESIDENTIAL BUILDING

BRICK & WEATHERBOARDEXISTING 2 STOREY BUILDING

H A N D L E Y S T R E E T

Y O

R K

S T

R E

E T

PVC

ROOF / PLANT BELOW

OPERABLESKYLIGHT

OPERABLESKYLIGHT

OPERABLESKYLIGHT

11

1025

1025

1025INTE

RNAL

WAL

LS

GRIDLINES

STRUCTURAL COLUMNS

EXTERNAL WALLS

INTERNAL WALLS

BUILDING SETBACK

GRID

LINES

STRU

CTUR

AL C

OLUM

NS

BUILD

ING

SETB

ACK

EXTE

RNAL

WAL

LS

INTE

RNAL

WAL

LS

GRIDLINES

STRUCTURAL COLUMNS

EXTERNAL WALLS

INTERNAL WALLS

BUILDING SETBACK

FALL

FALL

FALL

FALL

FALL

FALL

FALL

FALL

FALL

FALL

FALL

FALL

SIDE DISCHARGE OFBASEMENT EXHAUST

+RL HOB 25.55

+RL HOB 25.55

+RL HOB 25.55

+RL HOB 25.55

+RL HOB 25.55

+RL HOB 25.55

+RL 25.95

+RL 26.15

+RL 25.95

+RL 25.95

+RL 23.03

0


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S96-016 KAA1510

ROOF PLAN

SECTION 96

scale - 1 : 200@ A3ROOF PLAN1

ISS DATE PURPOSE OF ISSUEA 16.01.17 CC FEE PROP ISSUEB 20.02.17 REVISED BIN ROOMC 07.03.17 CONSULTANT COORDINATION AD 14.03.17 MECHANICAL ISSUEE 14.03.17 LANDSCAPE ISSUEF 17.03.17 DRAFT CCG 27.03.17 CONSULTANT COORDINATION BH 28.03.17 CONSULTANT COORDINATION CI 10.04.17 ELEC. ISSUEJ 11.04.17 MECH. ISSUEK 13.04.17 DRAFT S96 ISSUEL 20.04.17 CONSULTANT COORDINATION DM 27.04.17 QS ISSUEN 15.05.17 QS ISSUEO 16.05.17 S96 ISSUE

1.A09 (A)

1.A01 (A)

1.A06 (A)

2.A01 (A)

2.A06 (A)

2.A09 (A)

0


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5m 10m2.5m 20m

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S96-102 KAA1510

ADAPTABLE UNITS

SECTION 96

scale - 1 : 500@ A3GROUND FLOOR - ADAPTABLE UNITS1

scale - 1 : 500@ A3ROOF / LOFT - ADAPTABLE UNITS2

scale - 1 : 500@ A3LEVEL 1 - ADAPTABLE UNITS3



ISS DATE PURPOSE OF ISSUEA 16.01.17 CC FEE PROP ISSUEB 20.02.17 REVISED BIN ROOMC 24.02.17 DEFERRED COMMENCEMENT ISSUED 07.03.17 CONSULTANT COORDINATION AE 17.03.17 DRAFT CCF 13.04.17 DRAFT S96 ISSUEG 27.04.17 QS ISSUEH 15.05.17 QS ISSUEI 16.05.17 S96 ISSUE

ø 2250

ø 1550

3210

F P

1550

L

510 880

800

880

510

110

880

5301450

510

1450

300

110

880

530

880

1450

ø 1000

ø 1000

530 880 110

1450

1450

R

F P

L

DOUBLE POWER OUTLET FORPOTENTIAL ACCESSIBLEAUTOMATED DOOR.

ø 1550

ø 2250

ø 1000

2350

880 510

1450

1450

880110

800

315

1550

1550

1000

PUSH BUTTON TOAUTOMATED DOOR

240

530

1220

1450

2350

530

880

1520

660

880

240

1240

880

R

0


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S96-103 KAA1510

PRE/POST ADAPTABLEUNITS-LEVEL 1 & 2

SECTION 96

scale - 1 : 100@ A3LEVEL 1&2 - POST-ADAPTABLE UNIT A012

scale - 1 : 100@ A3LEVEL 1&2 - PRE-ADAPTABLE UNIT A015


scale - 1 : 100@ A3LEVEL 1 & 2 - PRE-ADAPTABLE UNIT A061

scale - 1 : 100@ A3LEVEL 1 & 2 - POST-ADAPTABLE UNIT A063

FLOORING TO RUN UNDERCUPBOARD SHOWN HATCHED.

DOUBLE POWER OUTLET FORPOTENTIAL ACCESSIBLEAUTOMATED DOOR

ø 1000

ø 1550

ø 2250

1550

800300

ø 1000

1500

AUTOMATED ENTRYDOOR

510

1450

530

110

1500

880

880

1000

510

880

14501450

530

880

110R

0


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S96-104 KAA1510

PRE/POST ADAPTABLEUNITS-LEVEL 1 & 2

SECTION 96


scale - N.T.S.LEVEL 1 & 2 - PRE-ADAPTABLE UNIT A091

scale - N.T.S.LEVEL 1 & 2 - POST-ADAPTABLE UNIT A092

LEVEL 1FFL 13.90

LOFT LEVELFFL 22.75

GROUND FLOORFFL 10.60

LEVEL 2FFL 16.95

LEVEL 3FFL 20.00

H G F C B AE D

ROOFFFL 25.55

GROUND FLOOR - BFFL 9.70

EAST

BOU

NDAR

Y

WES

T BO

UNDA

RY

CS96-162

CS96-162

LINE OF 14m BUIDLING HEIGHT LIMITFROM NATURAL GROUND LEVEL

ILLAWARRA ROAD

3300

3050

3050

2750

2800

SIGHT LINE FROMILLAWARRA ROAD

LINE OF 14m BUIDLING HEIGHTLIMIT FROM FREEBOARD RL10.60

ADDISON ROAD

ANY AND ALL PLANT (INCLUDING AIRCONDITIONING) IS NOT TO PROJECTABOVE THE HEIGHT OF THE ROOFACCORDING TO CONDITION 10

THE INFILL TO THE BALUSTRADE FOR THEACCESSIBLE RAMP FRONTING ADDISON ROAD IS TOBE CLEAR GLAZING ACCORDING TO CONDITION 2.

RL 26.150

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S96-150 KAA1510

ADDISON ROAD ELEVATION -NORTH

SECTION 96

scale - 1 : 200@ A3ADDISON ROAD ELEVATION - NORTH1

ISS DATE PURPOSE OF ISSUEA 16.01.17 CC FEE PROP ISSUEB 07.03.17 CONSULTANT COORDINATION AC 17.03.17 DRAFT CCD 13.04.17 DRAFT S96 ISSUEE 20.04.17 CONSULTANT COORDINATION DF 27.04.17 QS ISSUEG 15.05.17 QS ISSUEH 16.05.17 S96 ISSUE

LEVEL 1FFL 13.90

LOFT LEVELFFL 22.75


LEVEL 2FFL 16.95

LEVEL 3FFL 20.00

AS96-160

AS96-160

01 02 03 04 05 07 0806 1009

ROOFFFL 25.55


2800

2750

3050

3050

3300

900

BS96-161

BS96-161

SOUT

H BO

UNDA

RY

FRON

T NO

RTH

BOUN

DARY

REAR

NOR

TH B

OUND

ARY

LINE OF 14m BUILDING HEIGHT LIMITFROM NATURAL GROUND LEVEL

ILLAWARRA ROAD

DS96-163

DS96-163

FIRE HYDRANT BOOSTER

LINE OF 14m BUILDING HEIGHT LIMITFROM FREEBOARD RL10.60

ANY AND ALL PLANT (INCLUDING AIR CONDITIONING)IS NOT TO PROJECT ABOVE THE HEIGHT OF THEROOF ACCORDING TO CONDITION 10

RL 26.150 RL 25.950

0


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S96-151 KAA1510

ILLAWARRA ROAD ELEVATION -WEST

SECTION 96

scale - 1 : 200@ A3ILLAWARA ROAD ELEVATION - WEST1

ADDISON ROAD


LEVEL 1FFL 13.90

LOFT LEVELFFL 22.75


LEVEL 2FFL 16.95

LEVEL 3FFL 20.00

HGFCBA ED

ROOFFFL 25.55

1WD165

1WD165


No. 1 ILLAWARRA ROAD INFOREGROUND SHOWN DASHED

2800

2750

3050

3050

3300

900

EAST

BOU

NDAR

Y

WES

T BO

UNDA

RY

CS96-162

CS96-162

ILLAWARRA ROAD

LINE OF 14m BUILDINGHEIGHT LIMIT FROMNATURAL GROUND LEVEL

NO.108 ADDISON ROAD NO.106 ADDISON ROAD NO.104 ADDISON ROAD NO.102 ADDISON ROAD NO.100 ADDISON ROAD

HANDLEY STREET

REFER DERFERRED COMMENCEMENT REPORT &THE STRUCTURAL ENGINEER'S LETTER FORDETAILS ON EXISTING BOUNDARY WALL SHOWNDASHED IN REGARDS TO CONDITION PART A 3.

LINE OF 14m BUILDINGHEIGHT LIMIT FROMFREEBOARD RL10.60

HANDLEY WAY

ANY AND ALL PLANT (INCLUDING AIR CONDITIONING) ISNOT TO PROJECT ABOVE THE HEIGHT OF THE ROOFACCORDING TO CONDITION 10

RL 25.550RL 26.150 RL 25.950

+RL 24.55

0


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26/06/2017 10:21:28 AM


S96-152 KAA1510

SOUTH ELEVATION

SECTION 96

scale - 1 : 200@ A3HANDLEY WAY ELEVATION - SOUTH1

ISS DATE PURPOSE OF ISSUEA 16.01.17 CC FEE PROP ISSUEB 24.02.17 DEFERRED COMMENCEMENT ISSUEC 07.03.17 CONSULTANT COORDINATION AD 17.03.17 DRAFT CCE 13.04.17 DRAFT S96 ISSUEF 20.04.17 CONSULTANT COORDINATION DG 27.04.17 QS ISSUEH 15.05.17 QS ISSUEI 16.05.17 S96 ISSUE

LEVEL 1FFL 13.90

LOFT LEVELFFL 22.75


LEVEL 2FFL 16.95

LEVEL 3FFL 20.00

AS96-160

AS96-160

01020304050708 0610 09

ROOFFFL 25.55


No. 108 ADDISION ROAD

2800

2750

3050

3050

3300

900

BS96-161

BS96-161

No. 1ILLAWARRAROAD

SOUT

H BO

UNDA

RY

NORT

H BO

UNDA

RY


ADDISON ROAD

SEC-34 PROFILE SHOWN DASHED

DS96-163

DS96-163 LINE OF 14m BUILDING HEIGHT

LIMIT FROM FREEBOARD RL10.60


RL 25.550RL 26.150RL 25.950

0


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S96-153 KAA1510

EAST ELEVATION

SECTION 96

scale - 1 : 200@ A3EAST ELEVATION1


LEVEL 1FFL 13.90

LOFT LEVELFFL 22.75


LEVEL 2FFL 16.95

LEVEL 3FFL 20.00

BASEMENTFFL 6.78

2800

2750

3050

3050

3300

3820

HGFCBA E

+RL 10.60

D

ROOFFFL 25.55


ILLAWARRA ROAD

REAR OF No.106ADDISON ROAD

LIFTSHAFT

SIGHT LINE FROMILLAWARRA ROAD


REAR OFNo.122

ADDISONROAD

EAST

BOU

NDAR

Y

WES

T BO

UNDA

RY

HANDLEY STREET


2520

LINE OF 14m BUILDING HEIGHTLIMIT FROM NATURAL GROUNDLEVEL

LINE OF 14m BUILDING HEIGHTLIMIT FROM FREEBOARD RL10.60

3.A032 BED+S

2.A041 BED

1.A042 BED

2.A01 (A)2 BED+S

L.A012 BED

L.A032 BED+S

G.C02COMMERCIAL

1.A01 (A)2 BED+S


RL 25.550RL 26.150 RL 25.950

0


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S96-160 KAA1510

SECTION AA

SECTION 96

1 : 200SECTION AAA


LEVEL 1FFL 13.90

LOFT LEVELFFL 22.75


LEVEL 2FFL 16.95

LEVEL 3FFL 20.00

BASEMENTFFL 6.78

HGFCBA ED

ROOFFFL 25.55



2800

2750

3050

3050

3300

900

2920

LINE OF 14m BUILDING HEIGHTLIMIT FROM NATURAL GROUNDLEVEL

1400

0

2.A052 BED

1.A052 BED

3.A042 BED+S

L.A032 BED+S

3.A052 BED

2.A06 (A)1 BED

1.A06 (A)1 BED

G.C03COMMERCIAL

RL 13.400

WES

T BO

UNDA

RY

EAST

BOU

NDAR

Y

PEDESTRIANLINE OF SIGHT

REAR OFNo.122

ADDISONROAD

REAR OFNo.104

ADDISONROAD

ILLAWARRA ROAD

2190

ROAD

LINE OF 14m BUILDING HEIGHTLIMIT FROM FREEBOARD RL10.60

+RL 23.30

2305


RL 25.550

L.A052 BED

RL 26.150

0


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S96-161 KAA1510

SECTION BB

SECTION 96

scale - 1 : 200@ A3SECTION BBB


LEVEL 1FFL 13.90

LOFT LEVELFFL 22.75


LEVEL 2FFL 16.95

LEVEL 3FFL 20.00

BASEMENTFFL 6.78

01 02 03 04 05 07 0806 1009

ROOFFFL 25.55



SOUT

H BO

UNDA

RY

REAR

NOR

TH B

OUND

ARY

ADDISON ROAD

3.A063 BED

2.A082 BED

1.A082 BED

G.R04CAFE / RESTAURANT COMMON CIRCULATION (EXT. VENT.)

2.A06 (A)1 BED

1.A06 (A)1 BED

3.A052 BED

LIFT ASHAFT

LIFT BSHAFT

ROLLERSHUTTER

1&3 ILLAWARRA ROAD

1&3 ILLAWARRA ROADIN FOREGROUND


PEDESTRIANSIGHT LINE


600

RL 25.550RL 26.150 RL 25.950

0


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S96-162 KAA1510

SECTION CC

SECTION 96

scale - 1 : 200@ A3SECTION CCC

ISS DATE PURPOSE OF ISSUEA 16.01.17 CC FEE PROP ISSUEB 07.03.17 CONSULTANT COORDINATION AC 17.03.17 DRAFT CCD 13.04.17 DRAFT S96 ISSUEE 20.04.17 CONSULTANT COORDINATION DF 27.04.17 QS ISSUEG 15.05.17 QS ISSUE

LEVEL 1FFL 13.90

LOFT LEVELFFL 22.75


LEVEL 2FFL 16.95

LEVEL 3FFL 20.00

BASEMENTFFL 6.78

HGFCBA ED

ROOFFFL 25.55


FIREEXIT

1 ILLAWARRAROAD INFOREGROUND

1700

600

800

+RL 6.20 +RL 6.20



REFER DERFERRED COMMENCEMENT REPORT &THE STRUCTURAL ENGINEER'S LETTER FORDETAILS ON EXISTING BOUNDARY WALL SHOWNDASHED IN REGARDS TO CONDITION PART A 3.

WES

T BO

UNDA

RY

EAST

BOU

NDAR

Y

RL 25.550RL 26.150 RL 25.950

0


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S96-163 KAA1510

SECTION DD

SECTION 96

scale - 1 : 200@ A3SECTION DDD

ISS DATE PURPOSE OF ISSUEA 16.01.17 CC FEE PROP ISSUEB 24.02.17 DEFERRED COMMENCEMENT ISSUEC 07.03.17 CONSULTANT COORDINATION AD 17.03.17 DRAFT CCE 13.04.17 DRAFT S96 ISSUEF 20.04.17 CONSULTANT COORDINATION DG 27.04.17 QS ISSUEH 15.05.17 QS ISSUEI 16.05.17 S96 ISSUE

Documents

H:01 PROJECTSKAA15100.0 CAD05 REVIT07 S96 REVIT