7-9 HAMPSTEAD ROAD, MAIDSTONE 3012 … … · 50/42 csr wall system - 814 floor finishes bare ......

DRAWING REGISTER:

DWG

A000

A001

A010

A100

A101

A102

A103

A200

A300

A310

A320

A400

A500

A900

A 600

LAYOUT NAME

COVER SHEET

GENERAL NOTES

SITE/ROOF/DRAINAGE PLAN

BASEMENT FLOOR PLAN

GROUND FLOOR PLAN

FIRST FLOOR PLAN

SECOND FLOOR PLAN

ELEVATIONS

SECTION

DETAILS

DETAILS

ROOF PLAN

FLOOR COVERINGS

WINDOW SCHEDULE

FLOOR COVERINGS

REV.

7-9 HAMPSTEAD ROAD, MAIDSTONE 3012

APARTMENT COMPLEX17 ASSEMBLY DRIVE TULLAMARINE VIC TELEPHONE: 1300 737 646

N

PRELIMINARY ISSUENOT FOR CONSTRUCTION

Plot Date

Drawing No.

Scale @

Drawn

Job No.

Revision

CONTRACTOR to check all Dimensions on Siteprior to Commencing Construction.

DO NOT SCALE From this Drawing.Use Given Dimensions only.

REV DATE DESCRIPTION BY

Date

PROJECT:

'CLIENT NAME' RESIDENCE

APARTMENT COMPLEX

ADDRESS:

7-9 HAMPSTEAD ROAD,MAIDSTONE 3012#Contact City #Contact Postcode

Drawing Title

GENERAL NOTES

14 AUG 2015

BF

A001

C COPYRIGHT

THIS DRAWING IS THE PROPERTY OF ARCHITECTURALAND SHALL NOT BE ALTERED OR COPIED IN WHOLE OR INPART WITHOUT WRITTEN CONSENT

1:100

sheet size

A1

C

27 FEB 2015

17 ASSEMBLY DRIVE TULLAMARINE VIC

TELEPHONE: 1300 737 646

BASEMENT EXTERNAL RETAINING WALL TO CARPARK

FRL 90/90/90 (TBC)BORED PIER DRILLED AND EPOXY GROUTED 100 INTO PIER WITH100MM THICK SHOTCRETE WALL

BUILDING CLASSIFICATION: - CLASS 2 CARPARK -7a

TYPE A CONSTRUCITON FOR FIRE RATING BUILD ELEMENTS

REFER TO FIRE ENGINEERS REPORT FOR DOBB & DOHERTY

FIRE CONSULTANT REPORT: 13111

WALL - CEILING LEGEND

LIFT SHAFT - LOADBEARING

REINFORCED BLOCK RETAINING WALL FRL 120/120/120

ASUTRAL BLOCK - 20-42190mm THICK REINFORCED - CORE FILLED BLOCK WALLSELECT ARCYLIC RENDER FINISH TO EXTERNAL FACE

EXTERNAL LOADBEARING WALL WITH IN 1.5M OF TITLE BOUNDARY

BRICKVEENER WALL FRL 90/90/90 Rw/Rw + CTR 63/56

CSR WALL SYSTEM - 921MASONRY VENEER WALL40mm CAVITYDOUBLE SIDEDSISOLATION90mm TIMBER STUD FRAME @ 600mm CTRS75mm GOLD BATT R1.52x13mm GYPROCK FYRCHECK PLASTERBAORD

INTERNAL LIGHTWIGHT WALL TO SOU

TIMBER FRAMED STUD FRL - NIL10mm PLASTERBOARD90mm TIMBER STUD WALL @ 600 CTR10mm PLASTERBOARD

EXTERNAL LOAD BEARING AND NON - LOADBEARING WALL

GREATER THAN BTW1.5M - 3.0M OF TITLE BOUNDARY

LIGHT WEIGHT CLADDING WALL FRL 90/90/90 Rw/Rw + CTR 63/56

CSR WALL SYSTEM - 907 -JAMES HARDIE AXON CLADDING40mm TIMBER BATTENDOUBLE SIDED SISOLATION2x13mm GYPROCK FYRCHECK MR PLASTERBAORD90mm TIMBER STUD FRAME @ 600mm CTRS75mm GOLD BATT R1.510mm GYPROCK PLASTERBAORDFEATURE INSERT:6mm BLUEBOARD WITH ACRYLIC RENDER FINISH

EXTERNAL LOAD BEARING AND NON - LOADBEARING WALL THAN

BTW1.5M - 3.0M OF TITLE BOUNDARY


CSR WALL SYSTEM - 921MASONRY VENEER WALL W/ ACRYLIC RENDER FINISH40mm CAVITYDOUBLE SIDED SISOLATION90mm TIMBER STUD FRAME @ 600mm CTRS75mm GOLD BATT R1.52x13mm GYPROCK FYRCHECK PLASTERBAORD

INTERNAL LOAD BEARING CORRIDOR BOUNDING WALLS

DOUBLE STUD WALL W/ SHAFT LINER FRL 60/60/60 Rw/Rw + CTR 62/50

CSR WALL SYSTEM - 3621x13mm GYPROCK PLASTERBOARD90mm TIMBER STUD FRAME @ 600mm CTRS90mm GOLD BATT R1.520mm SEPERATION BTW SHAFT LINER40mm SHAFT LINER PANEL20mm SEPERATION BTW SHAFT LINER75mm GOLD BATT R1.590mm TIMBER STUD FRAME @ 600mm CTRS1x13mm GYPROCK PLASTERBOARD

INTERNAL LIGHTWIGHT WALL TO SOU - WETAREA

TIMBER FRAMED STUD FRL - NIL10mm PLASTERBOARD90mm TIMBER STUD WALL @ 600 CTR10mm PLASTERBOARD



HEBEL CLAD WALL FRL 240/180/180 Rw/Rw + CTR 63/56

CSR HEBEL - 140075mm CSR HEBEL PWER PANEL22mm BATTEN @ 1.2m CTRDOUBLE SIDED SISOLATION90mm TIMBER STUD FRAME @ 600mm CTRS75mm GOLD BATT R1.510mm GYPROCK PLASTERBAORD

EXTERNAL LOAD BEARING AND NON - LOADBEARING WALL BALCONY BALASTRADE


HEBEL PANEL WALL FRL 240/180/180 Rw/Rw + CTR 53/45

HEBEL WALL SYSTEM - 140075mm CSR HEBEL PWER PANEL22mm BATTEN @ 1.2m CTRDOUBLE SIDED SISOLATION90mm TIMBER STUD FRAME @ 600mm CTRS90mm GOLD BATT R2.01x7.5mm CEMINTEL TEXTURE BASE SHEET W/ ACRYLIC RENDER FINISH

BASEMENT EXTERNAL RETIANING WALL TO CARPARK


AUSTRAL BLOCK - 30-48190mm THICK REINFORCED - CORE FILLED BLOCK WALLSELECT ARCYLIC RENDER FINISH TO INTERNAL FACE OF CARPARK,APARTMENT 1 & 2 BEDROOMS AND BASEMENT LOBBY

INTERNAL LOAD BEARING INTERNTENANCNY WALL SPERATING SOU


CSR WALL SYSTEM - 3681x13mm GYPROCK PLASTERBOARD90mm TIMBER STUD FRAME @ 600mm CTRS75mm GOLD BATT R1.520mm SEPERATION BTW SHAFT LINER16mm GYPROCK FRYCHEK SCREW LAMINATED TO SHAFT LINER40mm SHAFT LINER PANEL20mm SEPERATION BTW SHAFT LINER75mm GOLD BATT R1.590mm TIMBER STUD FRAME @ 600mm CTRS1x13mm GYPROCK PLASTERBOARD1x6mm CEMINSEAL WALL BOARD

INTERNAL LOAD BEARING CORRIDOR BOUNDING WALLS - WET AREAS


CSR WALL SYSTEM - 3621x6mm CEMINSEAL WALL BOARD1x10mm GYPROCK PLASTERBOARD90mm TIMBER STUD FRAME @ 600mm CTRS90mm GOLD BATT R1.520mm SEPERATION BTW SHAFT LINER40mm SHAFT LINER PANEL20mm SEPERATION BTW SHAFT LINER75mm GOLD BATT R1.590mm TIMBER STUD FRAME @ 600mm CTRS1x10mm GYPROCK PLASTERBOARD1x6mm CEMINSEAL WALL BOARD

INTERNAL LOAD BEARING FLOOR SPERATING SOU

TIMBER JOIST FLOOR SYSTEM FRL 60/60/60 Rw/Ctr + CTR

50/42

CSR WALL SYSTEM - 814FLOOR FINISHES BARE1x19mm PARTICLE FLOORING MIN 15kg/m2

300mm DEEP TIMBER FLOOR JOIST @ 450CTRS MAX CAVITY DEPTH75mm SOUNDSCREEN R2.0RONDO FURING CHANNEL 600mm CENTER EXCEPT WHERE NOTED IS SYSTEM2x13mm GYPROCK PLASTERBOARD

INTERNAL LOAD BEARING FLOOR - CEILING TO INDIVIDUAL SOU

TIMBER JOIST FLOOR SYSTEM FRL - NIL Rw/Ctr + CTR -NIL

CSR WALL SYSTEM - 814FLOOR FINISHES BARE1x19mm PARTICLE FLOORING MIN 15kg/m2

300mm DEEP TIMBER FLOOR JOIST @ 450CTRS MAX CAVITY DEPTH75mm SOUNDSCREEN R2.0RONDO FURING CHANNEL 600mm CENTER EXCEPT WHERE NOTED IS SYSTEM2x13mm GYPROCK PLASTERBOARD

INTERNAL NON-LOAD BEARING CEILING TO INDIVIDUAL SOU

TIMBER TRUSS SYSTEM - 20º PITCH FRL - NIL Rw/Ctr + CTR -NILR4.0 BATT INSULATION TO CEILING CAVITY10mm GYPROCK SUPERCEIL PLATERBOARD - DIRECT FIX TO TRUSS

EXTERNAL NON - LOADBEARING SINGLE BRICK FENCEMASONRY VENEER WALL W/ ACRYLIC RENDER FINISH

EXTERNAL LOAD BEARING AND NON - LOADBEARING WALL DOUBLE BRICKVEENER WALL

FRL 90/60/60 Rw/Rw + CTR 63/56

LOAD BEARING SHS POST COLUMN

FRL 90/90/90 (TBC)200x6 SHS POST COREFILLED WITH Fc'=32 MPa4-N20 BARS, W10-200LIGS (TO ENGINEERS SPECS)

LOAD BEARING UC BEAM

FRL 90/90/90 (TBC)RENINFORCED CONCRETE BAND BEAM TO ENGINEERS DESIGNWITH SELECT ARCRYLIC RENDER FINISH

LOAD BEARING CONCRETE SLAB

FRL 90/90/90240MM THICKRENINFORCED CONCRETE SLAB TO ENGINEERS DESIGN

TIMBER TRUSS ROOF SYSTEM - 20º PITCHCONCRETE ROOF TILESDOUBLE SIDED ROOF SARKINGR4.0 BATT INSULATION TO CEILING CAVITY

STAIR - COMMON AREA

INSITU- CONCRETE STAIR SELECT CARPET FINISHALL TREADS, LANDINGS AND THE LIKE TO HAVE NON SLIP FINISH OR SUITABLE NON-SKID STRIP NEAR EDGE OF NOSINGSTEP SIZE TO BE: -RISERS (R) 190MM MAXIMUM AND 115MM MINIMUMGOING (G) 355MM MAXIMUM AND 240MM MINIMUM2R + 1G = 700MM MAXIMUM AND 550MM MINIMUMWITH LESS THAN 125MM GAP BETWEEN OPEN TREADSHAND RAILS TO BE 865MM MINIMUM ABOVE STAIR NOSING AND LANDINGS.TO COMPLY WITH BCA 2012 VOLUME 2 PART 3.9.2.3

STAIR - TO SOU

MDF - PREFABRICATED SELECT CARPET FINISHALL TREADS, LANDINGS AND THE LIKE TO HAVE NON SLIP FINISH OR SUITABLE NON-SKID STRIP NEAR EDGE OF NOSINGSTEP SIZE TO BE: -RISERS (R) 190MM MAXIMUM AND 115MM MINIMUMGOING (G) 355MM MAXIMUM AND 240MM MINIMUM2R + 1G = 700MM MAXIMUM AND 550MM MINIMUMWITH LESS THAN 125MM GAP BETWEEN OPEN TREADSHAND RAILS TO BE 865MM MINIMUM ABOVE STAIR NOSING AND LANDINGS.TO COMPLY WITH BCA 2012 VOLUME 2 PART 3.9.2.3

ALUMINUM SCREENALUMINIUM SCREEN - FIXED TO MANUFACTURE SPECIFICATIONS

STRUCTURAL COLUMNSELECT STRUCTRAL COLUM TO ENGINEERS DESIGNWITH SELECT PAINT FINISH

SEWER STACK1x13mm GYPROCK PLASTERBOARD90mm TIMBER STUD FRAME @ 600mm CTRS

INTERNAL FACE OF WALL SHOULD BE MINIMUM200MM APART

INTERNAL LOAD BEARING INTERNTENANCNY WALL SPERATING SOU - WET AREAS


CSR WALL SYSTEM - 3681x6mm CEMINSEAL WALL BOARD1x10mm GYPROCK PLASTERBOARD90mm TIMBER STUD FRAME @ 600mm CTRS90mm GOLD BATT R1.520mm SEPERATION BTW SHAFT LINER16mm GYPROCK FRYCHEK SCREW LAMINATED TO SHAFT LINER40mm SHAFT LINER PANEL20mm SEPERATION BTW SHAFT LINER75mm GOLD BATT R1.590mm TIMBER STUD FRAME @ 600mm CTRS1x10mm GYPROCK PLASTERBOARD1x6mm CEMINSEAL WALL BOARD

MELBO

ONE CAL LS

YSTEM

DI

AL

BEFORE YOU

DIG

DIA

L 1100

ENR

U

6 STAR ENERGY REQUIREMENT NOTES

* WEATHER STRIP ENTRY DOOR GAPS AND CRACKS SEALED* R 2.5 WALL INSULATION* R 4.00 CEILING INSULATION* EXHAUST FANS SELF CLOSING* SKYLIGHTS SEALED* ALUMINIUM DOUBLE GLAZED WINDOW FRAMES THROUGHOUT* SEAL AROUND WINDOWS* ALL DOWN LIGHTS PENETRATING CEILING SURFACES TO BESEALED AGAINST AIR LEAKAGE INTO ROOF

(COLOUR EXAMPLES SIMULAR TO THE BCA COLOUR LISTING)

(LIGHT = WHITE, CREAMS)

(MEDIUM = LIGHT BROWN, LIGHT RED, LIGHT GREYS, ZINCALUME)

(DARKS = DARK GREY, DARK RED, BLACK, DARK BROWN)

* ROOF/S COLOUR = MEDIUM* EXTERNAL WALL/S COLOUR MEDIUM* FLOOR COVERINGS REFER TO FLOOR PLANS SHEETS A100 / 101

SCOPE APPLIES TO SOUND RATING REQUIREMENTS

FLOOR * FLOORS SEPERATING SOU'S

* FLOORS SEPERATING SOU'S

FROM PLANT, LIFT AND STAIR AIRBORNE Rw + Ctr 50 MINIMUM

SHAFTS, PUBLIC CORRIDORS

AND LOBBIES, AND OTHER IMPACT Ln,w + Ci 62 MAXIMUM

USAGE CLASS AREAS.

* INCLUDES PIPES AND AIRBORNE Rw + Ctr 40 (HABITABLE

SERVICES (PIPES/DUCTS) ADJACENT)

AIRBORNE Rw + Ctr 25 (KITCHEN

NON / HABITABLE ADJACENT)

WALL * WALLS SEPERATING SOU'S AIRBORNE Rw + Ctr 50 MINIMUM

* WALLS SEPERATING SOU'S

FROM PLANT, LIFT AND STAIR

SHAFTS, PUBLIC CORRIDORS AIRBORNE Rw 50 MINIMUM

AND LOBBIES AND OTHER

CLASS AREAS

* INCLUDES PIPES AND SERVICES AIRBORNE Rw + Ctr 40 (HABITABLE

SERVICES (PIPES/DUCTS) ADJACENT)

AIRBORNE Rw + Ctr 25 (KITCHEN

NON / HABITABLE ADJACENT)

* INCLUDES DOORS AIRBORNE Rw 30 MINIMUM

SOUND INSULATION REQUIREMENTS (BCA 2009 - CLASS 2 USAGE)

RESIDENTIAL APARTMENTS

GENERAL NOTES (BCA2013)

● ALL MATERIALS AND WORK PRACTICES SHALL COMPLY WITH, BUT NOT LIMITED TO THE BUILDING REGULATIONS 2006, THE

BUILDING CODE OF AUSTRALIA 2010 AND ALL RELEVANT CURRENT AUSTRALIAN STANDARDS (AS AMENDED) REFERRED TO

THEREIN.

● GLAZING INCLUDING SAFETY GLAZING SHALL BE INSTALLED TO A SIZE, TYPE AND THICKNESS SO AS TO COMPLY WITH:

-BCA PART 3.6 FOR CLASS 1 AND 10 BUILDINGS WITHIN A DESIGN WIND SPEED OF NOT MORE THAN N3,

AND BCA PART B1.4 FOR CLASS 2 TO 9 BUILDINGS

● WATERPROOFING OF WET AREAS, BEING BATHROOMS, SHOWERS, SHOWER ROOMS, LAUNDRIES, SANITARY COMPARTMENTS AND

THE LIKE SHALL BE PROVIDED IN ACCORDANCE WITH AS 3740-2004: WATERPROOFING OF WET AREAS IN RESIDENTIAL

BUILDINGS.

● THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ANY HOUSE ENERGY RATING (HER) REPORT AND SHALL BE

CONSTRUCTED IN ACCORDANCE WITH THE STAMPED PLANS ENDORSED BY THE ACCREDITED THERMAL PERFORMANCE ASSESSOR

WITHOUT ALTERATION

- STEP SIZES (OTHER THAN FOR SPIRAL STAIRS) TO BE:

- RISERS (R) 190MM MAXIMUM AND 115MM MINIMUM

- GOING (G) 355MM MAXIMUM AND 240MM MINIMUM

- 2R + 1G = 700MM MAXIMUM AND 550MM MINIMUM

- WITH LESS THAN 125MM GAP BETWEEN OPEN TREADS

● ALL TREADS, LANDINGS AND THE LIKE TO HAVE NON SLIP FINISH OR SUITABLE NON-SKID STRIP NEAR EDGE OF NOSING.

● PROVIDE BALUSTRADES WHERE CHANGE IN LEVEL EXCEEDS 1000MM ABOVE THE SURFACE BENEATH LANDINGS, RAMPS AND/OR

TREADS. BALUSTRADES (OTHER THAN TENSIONED WIRE BALUSTRADES) TO BE:

- 1000MM MIN. ABOVE FINISHED SURFACE LEVEL OF BALCONIES, LANDINGS OR THE LIKE, AND

- 865MM MIN. ABOVE FINISHED SURFACE LEVEL OF STAIR NOSING OR RAMP, AND

- VERTICAL WITH LESS THAN 125MM GAP BETWEEN, AND

- ANY HORIZONTAL ELEMENT WITHIN THE BALUSTRADE BETWEEN 150MM AND 760MM ABOVE THE FLOOR MUST NOT FACILITATE

CLIMBING WHERE CHANGES IN LEVEL EXCEEDS 4000MM ABOVE THE SURFACE BENEATH LANDINGS, RAMPS AND/OR TREADS.

WIRE BALUSTRADE CONSTRUCTION TO COMPLY WITH BCA 2010 VOLUME 2 PART 3.9.2.3 FOR CLASS 1 AND 10 BUILDINGS AND BCA

2010 VOLUME 1 PART D2.16 FOR OTHER CLASSES OF BUILDINGS

HAND RAILS TO BE 865MM MINIMUM ABOVE STAIR NOSING AND LANDINGS.

● WINDOW SIZES NOMINATED ARE NOMINAL ONLY. ACTUAL SIZE MAY VARY ACCORDING TO MANUFACTURER. WINDOWS TO BE

FLASHED ALL AROUND.

● WHERE THE BUILDING (EXCLUDES A DETACHED CLASS 10) IS LOCATED IN A TERMITE PRONE AREA THE AREA TO UNDERSIDE OF

BUILDING AND PERIMETER IS TO BE TREATED AGAINST TERMITE ATTACK.

● CONCRETE STUMPS:

UP TO 1400MM LONG TO BE 100MM X 100MM (1 NO. H.D. WIRE)

1401MM TO 1800MM LONG TO BE 100MM X 100MM (2 NO. H.D. WIRES)

1801MM TO 3000MM LONG TO BE 125MM X 125MM (2 NO. H.D. WIRES)

100MM X 100MM STUMPS EXCEEDING 1200MM ABOVE GROUND LEVEL TO BE BRACED WHERE NO PERIMETER BASE BRICKWORK

PROVIDED.

● FOR BUILDINGS IN MARINE OR OTHER EXPOSURE ENVIRONMENTS SHALL HAVE MASONRY UNITS, MORTAR AND ALL BUILT IN

COMPONENTS AND THE LIKE COMPLYING WITH THE DURABILITY REQUIREMENTS OF TABLE 5.1 OF AS3700-2001 MASONRY

STRUCTURES

● ALL STORMWATER TO BE TAKEN TO THE LEGAL POINT OF DISCHARGE TO THE RELEVANT AUTHORITIES APPROVAL.

● THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL RELEVANT STRUCTURAL AND ALL OTHER CONSULTANTS

DRAWINGS/DETAILS AND WITH ANY OTHER WRITTEN INSTRUCTIONS ISSUED IN THE COURSE OF THE CONTRACT.

● SITE PLAN MEASUREMENTS IN METRES - ALL OTHER MEASUREMENTS IN MILLIMETRES U.N.O.

● FIGURED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS.

● THE BUILDER SHALL TAKE ALL STEPS NECESSARY TO ENSURE THE STABILITY AND GENERAL WATER TIGHTNESS OF ALL NEW

AND/OR EXISTING STRUCTURES DURING ALL WORKS.

● THE BUILDER AND SUBCONTRACTORS SHALL CHECK AND VERIFY ALL DIMENSIONS, SETBACKS, LEVELS AND SPECIFICATIONS

AND ALL OTHER RELEVANT DOCUMENTATION PRIOR TO THE COMMENCEMENT OF ANY WORKS. REPORT ALL DISCREPANCIES TO

THIS OFFICE FOR CLARIFICATION.

● INSTALLATION OF ALL SERVICES SHALL COMPLY WITH THE RESPECTIVE SUPPLY AUTHORITY REQUIREMENTS.

●STORMWATER

100mm DIA. CLASS 6 UPVC STORMWATER LINE LAID TO A MINIMUM GRADE OF 1:100

AND CONNECTED TO THE LEGAL POINT OF STORMWATER DISCHARGE. PROVIDE INSPECTION OPENINGS AT

9000MM C/C AND AT EACH CHANGE OF DIRECTION.

●THE COVER TO UNDERGROUND STORMWATER DRAINS SHALL BE NOT LESS THAN

- 100MM UNDER SOIL

- 50MM UNDER PAVED OR CONCRETE AREAS

- 100MM UNDER UNREINFORCED CONCRETE OR PAVED

DRIVEWAYS

- 75MM UNDER REINFORCED CONCRETE DRIVEWAYS

●SITE ENVIRONMENT DESIGN INFORMATION

SITE BUSHFIRE ATTACK ASSESSMENT (SIMPLIFIED METHOD)

REFERENCE DOCUMENT 'AS 3959-2009 CONSTRUCTION OF BUILDINGS IN BUSH FIRE PRONE AREAS'

RELEVANT FIRE DANGER INDEX (FDI)-(INSERT FDI)

PREDOMINATE VEGETATION:-

CLASSIFICATION-(INSERT VEGETATION CLASSIFICATION)

TYPE-(INSERT VEGETATION TYPE)

DISTANCE OF SITE FROM PREDOMINATE VEGETATION-(INSERT DISTANCE OF THE SITE FROM THE CLASSIFIED

VEGETATION)

EFFECTIVE SLOPE OF LAND-(INSERT EFFECTIVE SLOPE OF LAND)

DETERMINATION OF BUSHFIRE ATTACK LEVEL (BAL)-(INSERT BAL)

●SITE CLASSIFICATION

SITE CLASSIFICATION AS CLASS: CLASS "P"

REFER TO SOIL REPORT NO: 4275

BY: ABH SOIL TESTING AND SURVEYING

●DESIGN GUST WIND SPEED / WIND CLASSIFICATION

BUILDING TIE-DOWNS TO BE PROVIDED IN ACCORDANCE WITH AS1684-2006 FOR AN ASSUMED DESIGN GUST WIND SPEED / WIND CLASSIFICATION OF (INSERT WIND SPEED OR

WIND CLASSIFICATION) (SUBJECT TO CONFIRMATION ON SITE BY RELEVANT BUILDING SURVEYOR AT FIRST INSPECTION) REFER TO AS1684 FOR CONSTRUCTION REQUIREMENTS.

●CORROSION PROTECTION OF BUILT-IN STRUCTURAL MEMBERS

PROVIDE CORROSION PROTECTION OF BUILT-IN STRUCTURAL STEEL MEMBERS SUCH AS STEEL LINTELS, SHELF

ANGLES, CONNECTORS,

ACCESSORIES (OTHER THAN WALL TIES) IN ACCORDANCE WITH BCA VOLUME 2 TABLE 3.3.3.2 SUITABLE FOR AN

ENVIRONMENT

CLASSIFICATION OF (INSERT ENVIRONMENT CLASSIFICATION)

●CORROSION PROTECTION FOR SHEET ROOFING

PROVIDE CORROSION PROTECTION FOR SHEET ROOFING IN ACCORDANCE WITH BCA VOLUME 2 TABLE 3.5.1.1A

SUITABLE FOR AN ENVIRONMENT

CLASSIFICATION OF (INSERT ENVIRONMENT CLASSIFICATION).

N


Plot Date

Drawing No.

Scale @

Drawn

Job No.

Revision




Date

PROJECT:


APARTMENT COMPLEX

ADDRESS:


Drawing Title

SITE/ROOF/DRAINAGE PLAN

14 AUG 2015

BF

A010

C COPYRIGHT


1:100

sheet size

A1

C

27 FEB 2015


TELEPHONE: 1300 737 646

23.13 m2

BUS POLE, FLAGAND TIMETABLE

#A200

#A

200#

A3

10

#A200

A

A320

AA320

AA320

AA320

#DrgID#LayID

#D

rgID

#L

ayID

#D

rgID

#La

yID

#DrgID#LayID

6,306

13,492

6,000

1,0006,900

5,330 6,000

7,1

66

1,621

1,820

2,040

2,115

5,9

34 5,0

89

3,0

72 3

,024

4,9

36

5,7

54

2,037

2,034

1,905

1,361

5,2

39

5,2

39

2,5

00

2,000

PIPE LOCATION AS PER SEWER DETAIL

TELSTRA PITS TO BE REMOVED

PROPOSED RELOCATED BUS STOPTO BE SETBACK 1M FROM EXISTING

POWERPOLE

LOCATION OF STOPPED BUS IN

ACCORDANCE WITH GENERIC BUSDIMENSIONS (PUBLIC TRANSPORT

VICTORIA)

APARTMENTS 1-16 MAILBOXES APARTMENTS 17-26 MAILBOXES

TBM TOP OF TELSTRA PIT RL 100.00m

PROPOSED BUS STOP RELOCATION.REFER TO TP-09 FOR MORE DETAIL

EXISTING BUS STOP TO BE RE LOCATED

THE PROPOSED CROSSOVER AND DRIVEWAY ARE TO BE CONSTRUCTED TO THE

SATISFACTION OF THE RESPONSIBLE AUTHORITY PRIOR TO THE COMMENCEMENTOF THE USE OF THE WORKS HEREBY APPROVED

ALL FENCES / LANDSCAPING / MAILBOXES ADJACENT TO THE CROSSOVER NEED TOBE VISUALLY PERMEABLE OR REDUCED IN HEIGHT OF 1.15M WITH A VISIBILITY SPLAY

TO ACHEIEVE SIGHT TRIANGLES WHEN EXITING THE SITE

CONCRETE WASTE COLLECTION PAD TO ACCOMMODATE 6 X 1100LTR SKIPS. APRIVATE WASTE COLLECTOR (JJ.RICHARDS) IS REPONSIBLE FOR MANEUVERING

SKIPS FROM BASEMENT TO CONCRETE COLLECTION PAD

EXISTING VEHICLE CROSSING TO BEREMOVED AND THE KERB, CHANNEL,

FOOTPATH AND NATURE STRIPREINSTATED TO THE SATISFACTION

OF THE RESPONSIBLE AUTHORITY

EXISTING TREES TO BE

REMOVED AND MADE GOODFOR PROPOSED WORKS

EXISTING POWERPOLE

RE

TA

ININ

G W

ALL

35.28223°41'00"

FALL 1 in 20

FALL 1 in 6

FALL 1 in 6

FALL 1 in 4

EXISTING CONCRETECROSSOVER TO BE REMOVED

FALL 1 in 40

BACKDOOR OF

BUS

FRONTDOOR OF

BUS

1.0 m WIRE MESH FENCE

1.5

m P

ALIN

G F

EN

CE

(DIL

AP

IDA

TE

D)

1.6

m P

ALIN

G F

EN

CE

1.9m PALING FENCE

SHED

SIGN

SCREEN

NH

NH

H

H

D

NH

D

NH

H

D/H

BALCONY

BALCONY

H

H

H

NH

NH

NH

NHH

H

H H D

H

NH

NH

NH

NH

NH

NHD

LOT 3, No. 12

EXISTING HOUSE

SINGLE STOREY

MORE THAN 9 m AWAY

LOT 4, No. 14

EXISTING UNIT

DOUBLE STOREY

LOT 3, No. 14

EXISTING UNIT

DOUBLE STOREY

LOT 5, No. 16

EXISTING UNIT

DOUBLE STOREY

LOT 128, No. 11

EXISTING HOUSE

SINGLE STOREY

EASEMENT 1.83 m

LOT 2, No. 5

EXISTING CHURCH

SINGLE STOREY

RID

GE H

T

RID

GE H

T

RID

GE H

T

RID

GE H

T

RID

GE H

T

RID

GE H

T

RID

GE H

T

RID

GE H

T

TBM TOP OF

TELSTRA PIT

RL 100.00m

TTTTT

BOT KERB: 99.34

TOP KERB: 99.45

BOT KERB: 99.80

TOP KERB: 99.90

HAMPSTEAD ROAD

EAVES H

T

EAVES H

T

EAVES H

T

EAVES H

T

EAVES H

T

EAVES H

T

EAVES H

T

EAVES H

T

EAVES H

T

EAVES H

T

EAVES H

T

EAVES H

T

EAVES H

TEAVES H

T

EAVES H

TEAVES H

T

EAVES H

T

100.0

99.8

99.8

99.6

99.6

106.03

106.02

102.92102.95

100.10

104.71

102.46

105.72

105.71

103.99

106.54

107.18

106.78

107.01

102.61

102.60

105.56

105.58

STUMP 500

99.8299.72

99.74

99.83

99.61

107.77107.11

102.37102.40

102.42

99.54

99.83

99.9499.95

104.04 106.67104.10

E POLE

100.00

99.4499.77

99.95100.04

15.24

223°41'00"

15.24

43°11'00"

39.78

313°41'00"

20.04

223°41'00"

40. 08

312°16'00"

PORCH

PORCH

ASPHALT CONCRETE

DRIVEWAY

PROPOSED

BUS STOP AREA

P.O.S

P.O.S

P.O.S

P.O.S

GARAGE

RO

OF

OF

BA

SE

ME

NT

CA

RP

AR

KR

OO

F O

F B

AS

EM

EN

T C

AR

PA

RK

ROOF OF BASEMENT CARPARK

P.O.S P.O.S

P.O.S

RO

OF

OF

BA

SE

ME

NT

CA

RP

AR

KR

OO

F O

F B

AS

EM

EN

T C

AR

PA

RK

1,376

1,8

31

66

9

2,0

00

6,306

6,306

5,4

63 6,0

98

32.66 m2

6.27 m2

PERMEABLE AREA

PERMEABLE AREA

99.82GAS

FIRE BOOSTER

MAIN WATER METER

VISITOR BIKE

PARKING

N

SITE / ROOF / DRAINAGE PLAN

SCALE: 1:100

AREA SCHEDULE

SITE AREA 938.88M²

BUILT AREA 615.08M²

SITE COVERAGE 60.69%

PERMEABILITY 27.01%

N


Plot Date

Drawing No.

Scale @

Drawn

Job No.

Revision




Date

PROJECT:


APARTMENT COMPLEX

ADDRESS:


Drawing Title

BASEMENT FLOOR PLAN

14 AUG 2015

BF

A100

C COPYRIGHT


1:100, 1:57.32

sheet size

A1

C

27 FEB 2015


TELEPHONE: 1300 737 646

1

2

3

4

5

6

7

8

9

F.

H.

R.

F. H. R.

32,725

4,964 2,065 19,457 971 5,269

180 32,365 180

180 11,230 190 9,520 190

32,0

60

2,6

65

28

,41

098

4

190

4,9

00

190

19

02,2

34

19

02,3

90

19

024

,020

18

0

190

28,0

40

180

32,725

2,530 190 6,990 190

13,940 7,370 11,415

190 1,200 190 3,210 190 2,200 190

19

08,6

14

20

05,2

00

20

05,2

00

20

05,2

00

20

03,0

26

18

0

180 3,630 700 23,705 700 3,630 180

32

,06

0

1,5

65

29

,49

698

4

19

03,4

50

19

01,2

60

19

02,3

90

19

024

,02

018

0

190

1,8

70

190

2,6

00

200

5,2

00

200

5,2

00

200

5,2

00

200

8,0

66

180

984

190 1,820 190 3,590 190 6,125 190 4,920 180

ROLLER

DOOR

SECURITYROLLER DOOR

RE

TA

ININ

G W

ALL

45

UN

IT 1

WASTE ROOM

SERVICES

32

1

FALL 1 in 6

RL: 98.410

2m

WID

E x

2.4

m H

IGH

BIN BIN BIN BIN BIN BIN

UN

IT 2

UN

IT 3

UN

IT 4

UN

IT 5

UN

IT 6

UN

IT 7

UN

IT 8

UN

IT 9

UN

IT 1

0U

NIT

11

UN

IT 1

8U

NIT

17

UN

IT 1

6U

NIT

15

UN

IT 1

4U

NIT

13

UN

IT 1

2

UN

IT 1

9U

NIT

20

UN

IT 2

1U

NIT

22

UN

IT 2

3U

NIT

24

UN

IT 2

5U

NIT

25

UN

IT 2

6U

NIT

26

LIFT

RA

MP

ED

DR

IVE

WA

Y

RE

TA

ININ

G W

ALL

EL

EC

TR

ICA

LS

WIT

CH

BO

AR

D

RETAINING WALL

RETAINING WALL RETAINING WALL

RETAINING WALL

RE

TA

ININ

G W

AL

LR

ET

AIN

ING

WA

LL

RETAINING WALL RETAINING WALL

RETAINING WALL

1

1

2

2

1

1

1

1

1

1

3

33 3

3

3

3

3

3

4

4

4

4

4

4

4

4

4

4

1

1

2

EXIT SIGNAGE INACCORDANCE WITH BCAAND DTS PROVISIONS

RETAINING WALL

FALL 1 in 20

FALL 1 in 6

FALL 1 in 4

FIREHYDRANT

FIREHOSEREEL

FIREHOSEREEL

3

FIRE PUMP ROOM

3

5.2m WIDE x 2.1m HIGH

S/29

A300

S/29

A300

S/30A300

S/30

A300

S/31#LayID

6,400

6,280

5,2

16

Over

Bon

nne

tS

tora

ge

2.5

M³

VIS

ITO

RC

AR

PA

RK

VIS

ITO

R

CA

RP

AR

K

VIS

ITO

R

CA

RP

AR

K

VIS

ITO

R

CA

RP

AR

KS

ER

VIC

E

VE

HIC

LE

TU

RN

ING

BA

Y

VIS

ITO

RC

AR

PA

RK

Over

Bon

nne

tS

tora

ge

2.5

M³

Over

Bon

nne

tS

tora

ge

2.5

M³

Over

Bon

nne

tS

tora

ge

2.5

M³

Over

Bon

nne

tS

tora

ge

2.5

M³

Over

Bon

nne

tS

tora

ge

2.5

M³

Over

Bon

nne

tS

tora

ge

2.5

M³

Ove

r Bo

nn

net

Sto

rage

2.5

M³

Ove

r Bo

nn

net

Sto

rage

2.5

M³

Over B

on

nn

et

Sto

rag

e

2.5

M³

Ove

r Bo

nn

net

Sto

rage

2.5

M³

Ove

r Bo

nn

net

Sto

rage

2.5

M³

Ove

r Bo

nn

net

Sto

rage

2.5

M³

Ove

r Bo

nn

net

Sto

rage

2.5

M³

Over

Bon

nn

et

Sto

rag

e

2.5

M³

Over

Bon

nn

et

Sto

rag

e

2.5

M³

Over

Bon

nn

et

Sto

rag

e

2.5

M³

Over

Bon

nn

et

Sto

rag

e

2.5

M³

Over B

on

nn

et

Sto

rag

e

2.5

M³

Over B

on

nn

et

Sto

rag

e

2.5

M³

Over B

on

nn

et

Sto

rag

e

2.5

M³

Over B

on

nn

et

Sto

rag

e

2.5

M³

Over B

on

nn

et

Sto

rag

e

2.5

M³

Over B

on

nn

et

Sto

rag

e

2.5

M³

Over B

on

nn

et

Sto

rag

e

2.5

M³

Over B

on

nn

et

Sto

rag

e

2.5

M³

Over B

on

nn

et

Sto

rag

e

2.5

M³

Over B

on

nn

et

Sto

rag

e

2.5

M³

ALLOCATED AREA FOR BICYCLE

STORAGE - MINIMUM OF 5 SPACES

RE

TA

ININ

G W

AL

L

RE

TA

ININ

G W

ALL

STRUCTURAL COLUMNS TO

ENGINEERS DESIGN


ENGINEERS DESIGN

STRUCTURAL COLUMNS TOENGINEERS DESIGN

LIFT TO MANUFACTURERSSPECIFICATION

VENTILATION OPENING

FOR SUB BASEMENT

CARPARK. REFER TO

ELEVATIONS

VENTILATION OPENING

FOR SUB BASEMENT

CARPARK. REFER TO

ELEVATIONS

VENTILATION OPENING

FOR SUB BASEMENT

CARPARK. REFER TO

ELEVATIONS

VENTILATION OPENING

FOR SUB BASEMENT

CARPARK. REFER TO

ELEVATIONS


ENGINEERS DESIGN

STAIR OVER

RETAINING WALLS TO

ENGINEERS DESIGN

SUMP TO LIFTMANUFACTURERSSPECIFICATION

ALL RETAINING WALLS TO

ENGINEERS DESIGN


ENGINEERS DESIGN


ENGINEERS DESIGN


ENGINEERS DESIGN


FRL 90/90/90

BORED PIER DRILLED AND EPOXY GROUTED 100 INTO PIER WITH180MM THICK SHOTCRETE WALL - TO ENGINEERS DESIGN



AUSTRAL BLOCK - 30-48

190mm THICK REINFORCED - BLOCK WALL TO ENGINEERS DESIGN

SELECT ARCYLIC RENDER FINISH TO INTERNAL FACE OF CARPARK AND STAIRWELL,



REFER TO FIRE ENGINEERS REPORT FROM DOBB & DOHERTY

FIRE CONSULTANT REPORT: XXXXX

WALL LEGEND




190mm THICK REINFORCED - CORE FILLED BLOCK WALL TO ENGINEERS DESIGNSELECT ARCYLIC RENDER FINISH TO EXTERNAL FACE

BASEMENT STRUCTURAL BLADE COLUMN TO CARPARK

REINFORCED PRECAST CONCRETE COLUMN

FRL 90/90/90ENGINEERED COLUMN

200mm THICK REINFORCED - PRECAST CONCRETE TO ENGINEERS DESIGNSELECT ARCYLIC RENDER FINISH TO FACE



CSR WALL SYSTEM - 921

MASONRY VENEER WALL40mm CAVITYDOUBLE SIDEDSISOLATION90mm TIMBER STUD FRAME @ 600mm CTRS75mm GOLD BATT R1.52x13mm GYPROCK FYRCHECK PLASTERBAORD

INTERNAL LIGHTWEIGHT WALL TO SOU

TIMBER FRAMED STUD FRL - NIL

10mm PLASTERBOARD90mm STEEL STUD WALL @ 600 CTR10mm PLASTERBOARD

INTERNAL LIGHTWEIGHT WALL TO SOU - WETAREA


10mm PLASTERBOARD90mm STEEL STUD WALL @ 600 CTR6mm VILLABOARD




1x13mm GYPROCK PLASTERBOARD90mm STEEL STUD FRAME @ 600mm CTRS90mm GOLD BATT R1.520mm SEPERATION BTW SHAFT LINER40mm SHAFT LINER PANEL20mm SEPERATION BTW SHAFT LINER75mm GOLD BATT R1.590mm STEEL STUD FRAME @ 600mm CTRS1x13mm GYPROCK PLASTERBOARD




1x13mm GYPROCK PLASTERBOARD90mm STEEL STUD FRAME @ 600mm CTRS75mm GOLD BATT R1.520mm SEPERATION BTW SHAFT LINER16mm GYPROCK FRYCHEK SCREW LAMINATED TO SHAFT LINER40mm SHAFT LINER PANEL20mm SEPERATION BTW SHAFT LINER75mm GOLD BATT R1.590mm STEEL STUD FRAME @ 600mm CTRS1x13mm GYPROCK PLASTERBOARD




CSR HEBEL - 1400

75mm CSR HEBEL PWER PANEL35mm BATTEN @ 1.2m CTRDOUBLE SIDED SISOLATION90mm STEEL STUD FRAME @ 600mm CTRS75mm GOLD BATT R1.510mm GYPROCK PLASTERBAORD



LIGHT WEIGHT CLADDING WALL FRL 90/90/90

CSR WALL SYSTEM - 907 -

JAMES HARDIE WEATHERTEX CLADDING35mm TIMBER BATTENDOUBLE SIDED SISOLATION2x13mm GYPROCK FYRCHECK MR PLASTERBAORD90mm STEEL STUD FRAME @ 600mm CTRS75mm GOLD BATT R1.510mm GYPROCK PLASTERBAORD





ALUCOBOND CLADDING35mm TIMBER BATTENDOUBLE SIDED SISOLATION2x13mm GYPROCK FYRCHECK MR PLASTERBAORD90mm STEEL STUD FRAME @ 600mm CTRS75mm GOLD BATT R1.510mm GYPROCK PLASTERBAORD

1

2

3

4

5

6

7

8

9

10

11

12

BASEMENT FLOOR PLAN

SCALE: 1:100

AREA SCHEDULE SITE AREA 1389 m2

SITE COVERAGE 1004.42 m2 72.31%

BASEMENT CARPARK 981.42 m2

PAVED AREAS 23 m2

DRIVEWAYS 55 m2

PERMEABLE AREA 384.58 m2 27.69%

UNIT 1 UNIT 2 UNIT 3 UNIT 4 UNIT 5

GROUND FLOOR 73.1m2 83.2m2 66.9m2 70m2 75.5m2

POS 16.3m2 19.1m2 11m2 11m2 10.1m2

BEDROOMS 2 2 1 1 2


GROUND FLOOR 78m2 75.1m2 77.4m2 70.9m2 73.5m2

POS 10.2m2 10m2 10m2 12.9m2 13.7m2

BEDROOMS 2 2 2 2 2


FIRST FLOOR 67.6m2 74.1m2 60.6m2 64.7m2 69.5m2

POS 21.1m2 19.4m2 11m2 11m2 10.1m2

BEDROOMS 2 2 1 1 2



POS 9.2m2 10m2 9.8m2 10.4m2 10.6m2

BEDROOMS 2 2 2 2 2


SECOND FLOOR 78.8m2 83.8m2 68.8m2 58.4m2 89.6m2

POS 14.5m2 18m2 9.7m2 9.8m2 16.2m2

BEDROOMS 2 2 2 2 3

UNIT 26

SECOND FLOOR 90.4m2

POS 15.1m2

BEDROOMS 3

N


Plot Date

Drawing No.

Scale @

Drawn

Job No.

Revision




Date

PROJECT:


APARTMENT COMPLEX

ADDRESS:


Drawing Title

GROUND FLOOR PLAN

14 AUG 2015

BF

A101

C COPYRIGHT


1:100, 1:108.24

sheet size

A1

C

27 FEB 2015


TELEPHONE: 1300 737 646

11.30 m2

W22

W24

W25

W2

W3

W1

W19

W4

D0

32

W21

W18

W6

W5

W9

W10 W11 W13 W14 W15

W16

W27W26

W23

W12

W17

W20

W8

W7

12.11 m2

1

2

3

4

5

6

7

1

2

3

4

5

6

7

8

9

W.M.PROV

W.M

.PROV

W.M

.PROV

W.M

.PROV

W.M

.PROV

W.M.PROV

RE

F.

REF.

REF.

W.M

.PROV

W.M.PROV

RE

F.

RE

F.

RE

F.

REF.

REF.

RE

F.

RE

F.

F. H

. R.

W.M

.PROV

W.M

.PROV

240 3,110 90 1,680 90 1,010 90 2,100 90

240 2,420 90600

90 10,880 240 1,460 240 11,290 90600

90 2,420 240

2,450 240 2,430 90 3,200 90 6,640 240 7,110 90 3,200 90 2,430 240

90 750 200 1,850 200 200 1,850 200 750 90

29,6

30

91

524

03,4

10

90

51

090

1,4

70

24

02,9

75

90

3,0

15

24

05,6

00

24

05,6

15

24

0510

90

3,0

00

24

081

0

2,4

50

200

73

020

09,2

80

24

01,5

05

90

1,0

00

240

1,0

00

90

1,5

20

90

2,9

00

24

03,0

05

90

1,4

30

90

1,0

00

24

04,4

10

24

0

240

1,0

0090

510

90

2,7

75

200

1,0

001101

,00

02

00

3,4

80

90

910

240

1,0

00

90

3,3

20

240

240

1,745 200 2,890 90510

90 8,795 240

1,745 200 5,685 90 900 90 1,920 90 950 90 2,560 240 1,460 240 2,560 90 950 90 1,920 90 900 90 8,040

90 2,100 90 1,010 90 1,680 90 3,110 240

30,990

26,090 2,450

90 2,910 90 3,000 90510 240

1,460240 510

90 3,000 90 2,910 90 6,120 200 1,720

90 4,925 90 910 90 2,740 240

200 8,505 240 3,590 240 1,460 240 4,249 240 9,120 200

240 9,170 90540

90 2,920 200 2,220

240 3,359 90 950 90 4,681 90

240 3,245 90510

90

4,085 240 8,440 130 4,600 130 8,615 200 1,575 90

3,845 90 8,480 240 4,600 240 10,280 90 3,145 240

4,125 8,640 360 4,140 360 8,815 5,050

29

,63

0

2,4

50

20

04,0

75

24

0

730

200

9,2

80

240

1,5

05

90

1,0

00

24

01,0

00

90

1,5

20

90

2,9

00

240

3,0

05

90

1,4

30

90

1,0

00

240

4,4

10

240

24

01,0

0090

510

90

2,7

75

20

01,0

001101,0

00

20

03,4

80

90

91

0240

1,0

00

90

3,3

20

24

0

24

01,4

05

90

4,0

75

24

06,0

80

24

024

02,0

90

90

2,2

30

24

0

24

06,0

80

24

0

1,1

95

240

2,9

90

90

1,4

60

240

2,9

75

90

3,0

15

240

5,6

00

240

5,6

15

240

51

090

3,0

00

240

810

24

01,9

50

90

95

090

24

02,0

90

90

2,2

30

24

0

1,9

90

1,520

S/29A300

S/29A300

S/30A300

S/30A300

S/31#LayID

S/31#LayID

8.54 m2

8.53 m2

9.25 m29.40 m2

8.67 m2

8.68 m2

13.50 m2 17.15 m2

MEALSLIVING

BED 1

BALCONY

6

8

5

7

MASTER BED

BALCONY BALCONY

1 2

BATH

ROBE

9 10

LINENLINEN

BATH

ENTRY

BED 2

ROBE

BED2

BED2

BATH BATH

KITCHENKITCHEN

ROBE

BALCONY

L'DRY/BATH

3 4

LIVING

LIVING

L'DRY

ROBE

ROBE

KITCHEN

LINEN LINEN

LINENLINEN

LIVINGLIVING

ROBE

RL: 101.420

LIFT

ROBE

BED 2

LINEN LINEN

LIGHT COURT

LIGHT COURT

FIRE RATED PARTITION

WALL


WALL

LIGHT COURT

LIGHT COURT

O/B

O/B

O/B

O/B

LIVING

55

5

5

5

5

5

5

5

5

5

5

5

5

66

6

6

6

6

6

6 6

6

6

6

6 6

6

6

6

6

6

66

6

6

6

6

7

7

7

7

7

6

7

7

77

7

7

7

7

7 7

7

7

7 7

7

7

7

7

8

8

88

8

8 8

8 8

88

8

9

9

9

9

9

9

9

10

10

1010

10

10

3

3

8 8

12

12


KITCHEN

8BED2

ROBE

WA

TE

RG

AS

ELE

CCO

M

6

3

FIREHOSEREEL

LIVING

ENTRY

MASTER BED

BED 2

ROBE

ROBE

BATH

BALCONY

ENTRY

LIVING

BALCONY

ENTRY

MASTER BED

BED 2

ROBE

ROBE

BATH

LIVING

BALCONY

ENTRY

MASTER BED

BED 2

ROBEROBE

BATH

BALCONY

KITCHEN

ENTRY

MASTER BED

BED 2

ROBE

ROBE

BATH

ENTRY

KITCHEN

BED 2

ROBE

BATH

ROBE

ENTRY

KITCHEN

KITCHENKITCHEN

KITCHEN

LIVING

O/B

O/BO/B

O/B

MASTER BED MASTER BED

W28

4,600

1,6

00

1,7

30

1,7

30BALCONY BALCONY


BASEMENT ROOF STRUCTURE TOBE WATERPROOFED. SOFT SCAPETOPPING AS SPECIFIED. REFERTO DETAIL AND LANDSCAPING

LADDER ACCESS TOROOF SURFACE

BASEMENT ROOF STRUCTURE TOBE WATERPROOFED. SOFT SCAPETOPPING AS SPECIFIED. REFERTO DETAIL AND LANDSCAPING

LADDER ACCESS TOROOF SURFACE

200x200mm SURFACE DRAINTO BALCONY (TYPICAL).REFER TO DETAIL

200x200mm SURFACE DRAIN TOBALCONY (TYPICAL). REFER TODETAIL

200x200mm SURFACE DRAIN TOBALCONY (TYPICAL). REFER TODETAIL

EXTERNAL OF BASEMENT STRUCTURE BELOW

EX

TE

RN

AL O

F B

AS

EM

EN

T S

TR

UC

TU

RE

BE

LO

W

EX

TE

RN

AL O

F B

AS

EM

EN

T S

TR

UC

TU

RE

BE

LO

W


FRL 90/90/90











WALL LEGEND






























CSR HEBEL - 1400












1

2

3

4

5

6

7

8

9

10

11

12

AREA SCHEDULE

SITE AREA 1389 m2



PAVED AREAS 23 m2

DRIVEWAYS 55 m2




POS 16.3m2 19.1m2 11m2 11m2 10.1m2

BEDROOMS 2 2 1 1 2



POS 10.2m2 10m2 10m2 12.9m2 13.7m2

BEDROOMS 2 2 2 2 2



POS 21.1m2 19.4m2 11m2 11m2 10.1m2

BEDROOMS 2 2 1 1 2



POS 9.2m2 10m2 9.8m2 10.4m2 10.6m2

BEDROOMS 2 2 2 2 2



POS 14.5m2 18m2 9.7m2 9.8m2 16.2m2

BEDROOMS 2 2 2 2 3

UNIT 26

SECOND FLOOR 90.4m2

POS 15.1m2

BEDROOMS 3

COMMON AREAS. - PASSAGE - LIFT AND STAIRS

GROUND FLOOR 54.82m2

FIRST FLOOR 55.02m2

SECOND FLOOR 54.82m2

TOTAL 164.66m2

GROUND FLOOR PLAN

SCALE: 1:100 LEGENDNOTE DENOTES

R/A RETURN AIR

R/D RISER DUCT

S/S SEWER STACK

D/D DROP DUCT

M/H MAN HOLE

SHR SHOWER

VB VANITY BASIN

CSD CAVITY SLIDING DOOR

FOW FACE OF WALL SLIDING DOOR

OHC OVERHEAD CUPBOARDS

MW WASHING MACHINE

BRM BROOM CUPBOARD

O. OPEN

F. FIXED

SG. SAFETY GLASS

OBS. OBSCURED GLAZING

FLOOR HEATING OUTLET, FINAL LOATION TO BE

DETIRMINED ON SITE BY THE RELEVANT CONTRACTOR

SELECTED FLOOR TILES ON WATER PROOF MEMBRANE

COMPLIANT TO BCA 2010 VOL. 2 PART 3.8

SMOKE DETECTOR TO COMPLY WITH BCA 3.7.2 & A.S 3786.

APPROX POSITION INSTALLED AS PER SMOKE DETECTOR

SELECTED EXHAUST FAN TO BE DUCTED

EXTERNALLY COMPLIANT TO BCA VOL2 PART 2.4.5

TERMITE PROTECTION TO COMPY WITH B.C.A VOL. 2 PART 3.1.3

CEILING HEATING OUTLET, FINAL LOATION TO BE


CEILING COOLING OUTLET, FINAL LOATION TO BE


N


Plot Date

Drawing No.

Scale @

Drawn

Job No.

Revision




Date

PROJECT:


APARTMENT COMPLEX

ADDRESS:


Drawing Title

FIRST FLOOR PLAN

14 AUG 2015

BF

A102

C COPYRIGHT


1:100

sheet size

A1

C

27 FEB 2015


TELEPHONE: 1300 737 646

W58

W52

W53

W31

W30

W29

W47

W32 W49

W46

W34

W35

W37

W38 W39

W41 W43W42

W51

W50

W56

W55

W57 W54

W45

W48W33

W36

W40

W44

1

2

3

4

5

6

7

8

1

2

3

4

5

6

7

8

RE

F.

RE

F.

RE

F.

RE

F.

REF.

REF. REF.

REF.

RE

F.

RE

F.

W.M

.PROV

W.M

.PROV

W.M

.PROV

W.M

.PROV

W.M.PROV

W.M.PROV

W.M.PROV

W.M.PROV

W.M

.PROV

W.M

.PROV

F. H

. R.

S/29A300

S/29A300

S/30A300

S/30A300

S/31#LayID

S/31#LayID

240 2,400 90510

90 10,330 240 10,460 90510

90 2,400 240

1,210 200 10,410 240 3,440 240 11,030 200 720

240510

90 200 1,850 200 750 9090510

24090 750 200 1,850 200

90 2,910 90 3,000 90510

240

200 4,740 90 900 90 1,920 90 950 90 2,560 240 1,460 240 2,560 90 950 90 1,920 90 900 90 5,300 200

240 3,000 90 1,790 90 3,000 90 5,360 240 5,490 90 3,000 90 1,790 90 3,000 240

2,450 11,220 230 11,340 2,450

27,690

730

200

9,280

240

1,505

901,0002401,00090

1,520

90

2,900

240

4,375

240

1,000

240

4,410

240

2,450

200

4,075

90

6,725

240

2,450

200

4,075

240

6,080

240

1,00090

510

90

2,775

90

1,0452401,045

90

2,880

90

510

90 910

240900

90

3,420

240

6,725

240

2,975

90

3,015

240

5,600

240

5,615

240

4,410

240

1,955

240

4,530

240

6,085

230

5,610

230

5,620

240

3,600

240

810

29,630

240

3,005

90

1,430

901,000

240

200

1,0001101,000

200

240

240

510

90

3,000

240

240

1,790

90

1,09090

480

90 900

240

730

200

9,280

240

1,505

901,0002401,00090

1,520

90

2,900

240

4,375

240

1,000

240

4,410

240

2,450

200

4,075

90

6,725

240

2,450

200

4,075

240

6,080

240

1,00090

510

90

2,775

90

1,0452401,045

90

2,880

90

510

90 910

240900

90

3,420

240

6,725

240

2,975

90

3,015

240

5,600

240

5,615

240

4,410

240

1,955

240

4,530

240

6,085

230

5,610

230

5,620

240

3,600

240

810

29,630

240

3,005

90

1,430

901,000

240

200

1,0001101,000

200

240

240

510

90

3,000

240

240

1,790

90

1,09090

480

90 900

240

3,570 8,415 360 1,945 250 1,945 360 8,620 4,440

240 3,090 90510

90 7,850 240 4,600 240 8,620 90510

90 3,400 240

240 2,790 90 810 90

200 3,005 90510

90 3,902 90 910 90 2,745 240 1,460 240 3,357 90 950 90 3,001 90540

90 3,780 200

240510

90 3,000 90 2,910 90

200 7,597 240 3,592 240 1,460 240 4,247 240 7,501 200

90450

90 3,460 240

29,900

8.05 m2

8.03 m2

8.71 m2

9.25 m2

8.53 m2

8.54 m2

13.49 m2 17.15 m2

9.55 m2

17.15 m2

9.28 m2

LIVING

LIVING

BALCONY

ENTRY

MASTER BED

BED 2

ROBE

BATHROOM

BALCONY

ENTRY ENTRY

ROBE

LIVING

BALCONY

ENTRY

MASTER BED

BED 2

ROBE

ROBE

BATH

LIVING

BALCONY

ENTRY

MASTER BED

BED 2

ROBE

ROBE

BATHROOM

BALCONY

KITCHEN

ENTRY

MASTER BED

BED 2

ROBE

ROBE

BATH

BALCONY

MASTER BED

BED 2

ROBE

BALCONY

BATH

ROBE

BALCONY

BED 1

BED 2

ROBE

KITCHEN KITCHEN

KITCHEN

O/B

O/BO/B

O/B

LINENLINEN

LINEN

LIVING

MASTER BED

BALCONY

L'DRY/BATH L'DRY/BATH

BED2BED 2

BED1

BATH

16

18

15

17

11

12

19 20

13 14

ROBE

ROBE

KITCHEN

LIVING

KITCHEN

LIVING

LINEN LINEN

LINEN LINEN

ROBE

LINEN

ROBE

ENTRY

LIVING

ENTRY

LIVING

RL: 104.35

LIFT

O/B

O/B

O/B

RL: 104.470

KITCHEN

KITCHEN

KITCHENKITCHEN

ROBE LINEN

LIGHT COURT

LIGHT COURT


WALL


WALL

LIGHT COURT

LIGHT COURT

O/B

LIVING

ENTRY ENTRY

BED1

MASTER BED

BATH

BATH

55

5

5

5

5

5

5

5

5 5

5

5

5

6

6

6

6

6

6 6

6

6

6

6 6

6

6

66

6

6

3

6

6

6

6

7

7

7

7

6

7

7

77

7

7

7

7

7 7

7

7

7 7

7 7

7

8

8

88

8

8

8 8

8 8

88

8

9

9

9

9

9

9

9

10

10

1010

10

10

3

3

10 10

8 8

12

12

1212


ROBE

WA

TE

RG

AS

ELE

CCO

M

ROBE

6

3

FIREHOSEREEL


BALCONY AREABELOW

BALCONY AREABELOW

BALCONY AREABELOW

BALCONY AREABELOW

BALCONY AREABELOW

BALCONY AREABELOW

BALCONY AREABELOW

BALCONY AREABELOW


FRL 90/90/90











WALL LEGEND






























CSR HEBEL - 1400












1

2

3

4

5

6

7

8

9

10

11

12

AREA SCHEDULE

SITE AREA 1389 m2



PAVED AREAS 23 m2

DRIVEWAYS 55 m2




POS 16.3m2 19.1m2 11m2 11m2 10.1m2

BEDROOMS 2 2 1 1 2



POS 10.2m2 10m2 10m2 12.9m2 13.7m2

BEDROOMS 2 2 2 2 2



POS 21.1m2 19.4m2 11m2 11m2 10.1m2

BEDROOMS 2 2 1 1 2



POS 9.2m2 10m2 9.8m2 10.4m2 10.6m2

BEDROOMS 2 2 2 2 2



POS 14.5m2 18m2 9.7m2 9.8m2 16.2m2

BEDROOMS 2 2 2 2 3

UNIT 26

SECOND FLOOR 90.4m2

POS 15.1m2

BEDROOMS 3



FIRST FLOOR 55.02m2


TOTAL 164.66m2

FIRST FLOOR PLAN

SCALE: 1:100

LEGENDNOTE DENOTES

R/A RETURN AIR

R/D RISER DUCT

S/S SEWER STACK

D/D DROP DUCT

M/H MAN HOLE

SHR SHOWER

VB VANITY BASIN

CSD CAVITY SLIDING DOOR

FOW FACE OF WALL SLIDING DOOR

OHC OVERHEAD CUPBOARDS

MW WASHING MACHINE

BRM BROOM CUPBOARD

O. OPEN

F. FIXED

SG. SAFETY GLASS

OBS. OBSCURED GLAZING

37.05 sq

N


Plot Date

Drawing No.

Scale @

Drawn

Job No.

Revision




Date

PROJECT:


APARTMENT COMPLEX

ADDRESS:


Drawing Title

SECOND FLOOR PLAN

14 AUG 2015

BF

A103

C COPYRIGHT


1:100

sheet size

A1

C

27 FEB 2015


TELEPHONE: 1300 737 646

W63W64

W7

0W

69

W73

W72W71

W74

W7

7

W8

1

W7

8

W75 W76

W62

W8

4

W8

5

W86

W83

W88

W87

W8

2

W68

W65

W8

4

W6

1W

60

W59

W79

W67

W66

W8

0

4,140

1

2

3

4

5

6

7

8

1

2

3

4

5

6

7

8

9

REF. REF.

REF.REF.

RE

F.

RE

F.

W.M

.PROV

W.M

.PROV

W.M.PROV W.M.

PROV

W.M

.PROV

W.M

.PROV

F. H

. R.

S/29

A300

S/29

A300

S/30A300

S/30

A300

S/31

S/31#LayID

4,600

4,600

8,270 6,955 8,585

90 3,000 90

1,710 90 2,990 200 1,850 200 3,600 240

90 7,490 90600

90 3,100 240 3,435 90600

90 6,900 90 905

90 10,550 240 1,460 240 10,235 90 905

90 2,010 90 90090

1,280 90 1,80090 510 90

950 90 2,560 240

90 2,400 90 3,000 90510

240 90 3,360 90

240 2,560 90 95090 600

90 1,900 90 1,32090

90090

1,465 90

240510

90 3,000 90 2,590 90

240510

90 3,000 200 1,850 200 3,580 90 1,710

23,810

90 2,760 240 1,50090

71090

1,000 90

90 1,21090

1,460240

900 90 2,400 90 1,200 90 2,780 240

1,670 130 4,160 90 1,50090

944 90 1,966 240

1,710 90 4,160 90 1,500 90 3,000 240

90 2,990 200 1,850 200 3,600 240 200 1,850 200 3,580 90

240 3,600 90 5,740 90 1,710

240510

90 3,000 90

240 3,375 90 1,200 90 2,400 90 900 240

90 1,650 90 1,650 240240 1,650 90 1,650 90

1,300 90 2,910 90510

90 3,990 240 4,600 240 5,000 90510

90 4,065

23,810

90 1,790 90 1,510 240 2,755 90

90 3,510 90 1,490 90 4,070 240 1,460 240 4,665 90 2,320 90 2,910 90 1,065

3,7

80

90

2,9

30

90

2,9

30

24

03,0

95

90

5,6

00

24

03,1

45

90

510

90

3,1

50

90

4,7

40

90

4,9

90

90

2,3

20

90

2,3

30

90

7,5

75

90

510

24

04,4

65

20

01,0

0011

01,0

00

200

1,6

60

90

1,0

00

90

80

090

2,1

20

90

69

020

012

,11

524

01,0

00

90

1,5

20

90

2,9

00

24

0

200

5,7

95

21,2

55

90

20

023

,81

024

0

90

1,4

30

90

1,1

40

90

3,0

00

90

240

3,0

15

90

2,6

60

90

1,1

30

90

2,3

20

7,6

50

12,3

50

3,8

40

1,8

70

28

,03

0

90

2,0

05

240

5,6

00

240

1,0

45

90

5,8

50

90

1,8

40

90

1,0

00

90

1,8

40

90

1,0

00

90

1,0

00

90

80

590

1,1

10

24

05,6

00

24

03,1

45

90

3,7

50

90

90

1,3

70

9096

0

3,7

80

90

2,9

30

90

2,9

30

24

03,0

95

90

5,6

00

24

03,1

45

90

510

90

3,1

50

90

4,7

40

90

4,9

90

90

2,3

20

90

2,3

30

90

7,5

75

90

510

240

4,4

65

200

1,0

001101

,00

0200

1,6

60

90

1,0

00

90

800

90

2,1

20

90

69

020

012

,11

524

01,0

00

90

1,5

20

90

2,9

00

24

0

20

05,7

95

21

,25

590

200

23,8

10

240

90

1,4

30

90

1,1

40

90

3,0

00

90

240

3,0

15

90

2,6

60

90

1,1

30

90

2,3

20

7,6

50

12,3

50

3,8

40

1,8

70

28

,03

0

90

2,0

05

24

05,6

00

24

01,0

45

90

5,8

50

90

1,8

40

90

1,0

00

90

1,8

40

90

1,0

00

90

1,0

00

90

805

90

1,1

10

240

5,6

00

240

3,1

45

90

3,7

50

90

90

1,3

70

90

8.81 m28.82 m2

13.48 m2 12.49 m2

16.37 m212.97 m2

BALCONY

LIVING

BALCONY

BED 3 BED 3

BED 2

ENTRY

BATH

MASTER BED

25 26

KITCHEN

LIVING

LIVING

BALCONY BALCONY

O/B

O/B

O/B

KITCHEN

LIVING

LIVING

MASTER BED

O/B

KITCHEN

ROBE

BATH BATH

MASTER BED

O/B

O/B

23 24

22

BALCONYBALCONY

ROBE

ROBE

O/B

O/B

KITCHEN

ENTRY

MASTER BED

BATH

BED 2

ROBE

ROBE

PAN. PAN.NOOK STUDY

LINEN

ROBE

BED 2

MASTER BED

LIVING

ROBE

MASTER BED

BED 2

BED 2

ROBE

ENS.

BATH

ENS.

BATH

BED

RL: 107.520

O/B

O/B

ENS.

ROBE

ROBE

KITCHEN

21

PAN.

KITCHEN

PAN.

LDRY /

STORE

ENS.

ROBE

LIGHT COURT

LIGHT COURT


WALL


WALL

LIGHT COURT

LIGHT COURT

O/B

LIFT

ROBE

ENTRYENTRY

ENTRYENTRY

3

3

8 8 8 8

88

8 8

9

9

3

99

6

6

6

6

6

6

66

66

6 6 6

6

6

6

6

6

6

7

7

7

7

7

7

7

7

7 7

11

11

11

11

1111

11

11

11

11

11

11

11

11

12

12

1100mmBALUSTRADE

STA

IR

BE

LO

W


ROBE

WA

TE

RG

AS

ELE

CCO

M

9

9

FIREHOSEREEL


BALCONY AREABELOW

BALCONY AREABELOW

BALCONY AREABELOW

BALCONY AREABELOW

BALCONY AREABELOW

BALCONY AREABELOW

BALCONY AREABELOW

BALCONY AREABELOW BASEMENT EXTERNAL RETAINING WALL TO CARPARK

FRL 90/90/90











WALL LEGEND






























CSR HEBEL - 1400












1

2

3

4

5

6

7

8

9

10

11

12

AREA SCHEDULE

SITE AREA 1389 m2



PAVED AREAS 23 m2

DRIVEWAYS 55 m2




POS 16.3m2 19.1m2 11m2 11m2 10.1m2

BEDROOMS 2 2 1 1 2



POS 10.2m2 10m2 10m2 12.9m2 13.7m2

BEDROOMS 2 2 2 2 2



POS 21.1m2 19.4m2 11m2 11m2 10.1m2

BEDROOMS 2 2 1 1 2



POS 9.2m2 10m2 9.8m2 10.4m2 10.6m2

BEDROOMS 2 2 2 2 2



POS 14.5m2 18m2 9.7m2 9.8m2 16.2m2

BEDROOMS 2 2 2 2 3

UNIT 26

SECOND FLOOR 90.4m2

POS 15.1m2

BEDROOMS 3



FIRST FLOOR 55.02m2


TOTAL 164.66m2

4. SECOND FLOOR PLAN

SCALE: 1:100

N


Plot Date

Drawing No.

Scale @

Drawn

Job No.

Revision




Date

PROJECT:


APARTMENT COMPLEX

ADDRESS:


Drawing Title

ELEVATIONS

14 AUG 2015

BF

A200

C COPYRIGHT


1:100

sheet size

A1

C

27 FEB 2015


TELEPHONE: 1300 737 646

11,0

45

11,1

85

25

02,8

10

20

02,5

50

50

02,5

50

50

02,4

50

TIT

LE

BO

UN

DA

RY

NATURAL GROUND LINE

TIT

LE

BO

UN

DA

RY

RL: 107.520

RL: 104.470

RL: 101.420

RL: 98.410

11,6

82

2,8

10

20

02,5

50

50

02,5

50

50

02,4

50

TIT

LE

BO

UN

DA

RY

TIT

LE

BO

UN

DA

RY

NATURAL GROUND LINE

RL: 107.520

RL: 104.470

RL: 101.420

RL: 98.410

11,0

83

TIT

LE

BO

UN

DA

RY

TIT

LE

BO

UN

DA

RY

NATURAL GROUND LINE

RL: 107.520

RL: 104.470

RL: 101.420

RL: 98.410

11,6

45

25

02,8

10

20

02,5

50

50

02,5

50

50

02,4

50

TIT

LE

BO

UN

DA

RY

NATURAL GROUND LINE

RL: 107.520

RL: 104.470

RL: 101.420

RL: 98.410

TIT

LE

BO

UN

DA

RY

EAST ELEVATION

SCALE: 1:100

NORTH ELEVATION

SCALE: 1:100

SOUTH ELEVATION

SCALE: 1:100

WEST ELEVATION

SCALE: 1:100

N


Plot Date

Drawing No.

Scale @

Drawn

Job No.

Revision




Date

PROJECT:


APARTMENT COMPLEX

ADDRESS:


Drawing Title

SECTION

14 AUG 2015

BF

A300

C COPYRIGHT


1:100

sheet size

A1

C

27 FEB 2015


TELEPHONE: 1300 737 646

D10Detail

D11Detail

D12Detail

250

2,8

10

200

2,5

50

500

2,5

50

500

2,4

50

RL: 107.520

RL: 104.470

RL: 101.420

RL: 98.410

TIT

LE

BO

UN

DA

RY

C.L

C.L

C.L

F.L

F.L

F.L

F.L

NATURAL GROUND LINENATURAL GROUND LINE

CONCRETE SLAB TO ENGINEERSDESIGN




CONCRETE FOOTINGS TOENGINEERS DESIGN


D13

Detail

25

02,8

10

20

02,5

50

50

02,5

50

50

02,4

50

RL: 107.520

RL: 104.470

RL: 101.420

RL: 98.410

TIT

LE

BO

UN

DA

RY

C.L

C.L

C.L

F.L

F.L

F.L

F.L



CONCRETE SLAB TOENGINEERS DESIGN


S/29 Section 3

SCALE: 1:100

S/30 Section 3

SCALE: 1:100

N


Plot Date

Drawing No.

Scale @

Drawn

Job No.

Revision




Date

PROJECT:


APARTMENT COMPLEX

ADDRESS:


Drawing Title

DETAILS

14 AUG 2015

BF

A310

C COPYRIGHT


1:100, 1:50, 1:20

sheet size

A1

C

27 FEB 2015


TELEPHONE: 1300 737 646

500

1,000

300

2,539

2,700 600 600

2,850 300 750

300

6,894

6,000

PROPOSED BUS STOP TO BE SETBACK 1M FROM

EXISTING POWERPOLE

BUS POLE, FLAG AND

TIMETABLE

EXISTING BUS STOP ANDSIGNAGE TO BE RE LOCATED

600 WIDE DIRECTIONAL TGSIWHEELCHAIR TURNING AREA

600 X 600 WARNING TGSI

BACKDOOR

PROPOSED

BUS STOP AREA

BOT KERB: 99.34

TOP KERB: 99.45

PROPOSED CONCRETE

CROSSOVER

FOOTPATH

NATURE STRIP

H A M P S T E A D R O A DNOTES - BUS RELOCATION

THE EXISTING BUS STOP MAY CONTINUE TO OPERATEDURING CONSTRUCTION, HOWEVER IF A TEMPORARY

STOP IN AN ALTERNATIVE LOCATION IS REQUIRED, THETEMPORARY BUS STOP MUST BE PROVIDED IN

CONSULTATION WITH, AND TO THE SATISFACTION OFPUBLIC TRANSPORT VICTORIA, AT FULL COST OF THE

PERMIT HOLDER

ONCE THE DEVELOPMENT WORKS ARE COMPLETED,THE TEMPORARY STOP MUST BE REMOVED AND THENEW STOP CONSTRUCTED AS PER THE ENDORSED

PLANS, AND DEEMED OPERATIONAL TO THESATISFACTION OF PUBLIC TRANSPORT VICTORIA.

BEFORE THE OCCUPATION OF THE DEVELOPMENT,THE BUS STOP AND ASSOCIATED INFRASTRUCTURE,

AS SHOWN ON THE ENDORSED PLANS, MUST BECONSTRUCTED AT A COST BORN BY THE PERMIT

HOLDER TO THE SATISFACTION OF PUBLICTRANSPORT VICTORIA AND DEEMED COMPLIANT WITH

THE DISABILITY DISCRIMINATION ACT - DISABILITYSTANDARDS FOR ACCESSIBLE PUBLIC TRANSPORT

2002

THE PERMIT HOLDER MUST TAKE ALL REASONABLESTEPS TO ENSURE THAT DISRUPTION TO BUSOPERATIONS IS KEPT TO A MINIMUM DURING

CONSTRUCTION. fORESEEN DISRUPTIONS TO BUSOPERATIONS MUST BE COMMUNICATED WITH

MITIGATION MEASURES TO PUBLIC TRANSPORTVICTORIA AND BUS OPERATORS ONE (1) WEEK PRIOR

1,200 4,900 1,200

LOCATION OF STOPPED BUS IN ACCORDANCE

WITH GENERIC BUS DIMENSIONS (PUBLICTRANSPORT VICTORIA)

EXISTING VEHICLE CROSSING TO BE

REMOVED AND THE KERB, CHANNEL,FOOTPATH AND NATURE STRIPREINSTATED TO THE SATISFACTIONOF THE RESPONSIBLE AUTHORITY

BUS SIZE11.00M - 14.50M

BACK DOOR FRONT DOOR

2,000 2,600 2,000 2,000 1,240

2,1

00

2,1

00

1:401:201:6GRADIENTS 1:6 1:4

TIT

LE

BO

UN

DA

RY

RL: 101.420

RL: 107.520

RL: 104.470

NATURAL GROUND

ENGINEERED RETAINING WALL

BASEMENT SLAB TO

ENGINEERS DESIGN

SLAB TO ENGINEERS

DESIGN

CLE

AR

AN

CE

RL: 98.410

SLAB TO ENGINEERS

DESIGN

SLAB TO ENGINEERS

DESIGN

RO

LLE

R D

OO

R

1,5

00

1,0

001,000

RL: 101.420

RL: 98.410

1. BUS STOP DETAIL

SCALE: 1:100

BASEMENT RAMP DETAIL

SCALE: 1:50

D11 Detail

SCALE: 1:20

D12 Detail

SCALE: 1:20

CAR STORAGE DETAIL

SCALE: 1:50

D10 Detail

SCALE: 1:20

D13 Detail

SCALE: 1:20

N


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PROJECT:


APARTMENT COMPLEX

ADDRESS:


Drawing Title

DETAILS

14 AUG 2015

BF

A320

C COPYRIGHT


1:50

sheet size

A1

C

27 FEB 2015


TELEPHONE: 1300 737 646

RL 106.500

RL 103.130

RL 100.160

RL: 107.520

RL: 104.470

RL: 101.420

RL: 98.410



FIRE HOSE REEL (TYPICAL) REFERTO FLOOR PLANS FOR EXACTLOCATIONS

EXTERNAL WALL

RL 106.500

RL 103.130

RL 100.160

2,8

10

200

2,5

50

500

2,5

50

500

2,4

50

RL: 98.410

RL: 101.420

RL: 104.470

RL: 107.520

RL 106.500

RL 103.130

RL 100.160

RL: 107.520

RL: 104.470

RL: 101.420

RL: 98.410

RL 106.500

RL 103.130

RL 100.160

RL: 98.410

RL: 101.420

RL: 104.470

RL: 107.520

STAIR ELEVATION NORTH

SCALE: 1:50STAIR ELEVATION EAST

SCALE: 1:50

STAIR ELEVATION SOUTH

SCALE: 1:50

STAIR ELEVATION WEST

SCALE: 1:50

N


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Date

PROJECT:


APARTMENT COMPLEX

ADDRESS:


Drawing Title

ROOF PLAN

14 AUG 2015

BF

A400

C COPYRIGHT


1:100

sheet size

A1

C

27 FEB 2015


TELEPHONE: 1300 737 646

23.13 m2

BUS POLE, FLAGAND TIMETABLE

#A200

#A

200#

A3

10

#A200

A

A320

AA320

AA320

AA320

#DrgID#LayID

#D

rgID

#L

ayID

#D

rgID

#La

yID

#DrgID#LayID

6,306

13,492

6,000

1,0006,900

5,330 6,000

7,166

1,621

1,820

2,040

2,115

5,934 5,089

3,072 3

,024

4,936

5,754

2,037

2,034

1,905

1,361

5,239

5,239

2,5

00

2,000

PIPE LOCATION AS PER SEWER DETAIL

TELSTRA PITS TO BE REMOVED

PROPOSED RELOCATED BUS STOPTO BE SETBACK 1M FROM EXISTING

POWERPOLE

LOCATION OF STOPPED BUS IN

ACCORDANCE WITH GENERIC BUSDIMENSIONS (PUBLIC TRANSPORT

VICTORIA)

APARTMENTS 1-16 MAILBOXES APARTMENTS 17-26 MAILBOXES

TBM TOP OF TELSTRA PIT RL 100.00m

PROPOSED BUS STOP RELOCATION.REFER TO TP-09 FOR MORE DETAIL

EXISTING BUS STOP TO BE RE LOCATED

THE PROPOSED CROSSOVER AND DRIVEWAY ARE TO BE CONSTRUCTED TO THE

SATISFACTION OF THE RESPONSIBLE AUTHORITY PRIOR TO THE COMMENCEMENTOF THE USE OF THE WORKS HEREBY APPROVED

ALL FENCES / LANDSCAPING / MAILBOXES ADJACENT TO THE CROSSOVER NEED TOBE VISUALLY PERMEABLE OR REDUCED IN HEIGHT OF 1.15M WITH A VISIBILITY SPLAY

TO ACHEIEVE SIGHT TRIANGLES WHEN EXITING THE SITE

CONCRETE WASTE COLLECTION PAD TO ACCOMMODATE 6 X 1100LTR SKIPS. APRIVATE WASTE COLLECTOR (JJ.RICHARDS) IS REPONSIBLE FOR MANEUVERING

SKIPS FROM BASEMENT TO CONCRETE COLLECTION PAD

EXISTING VEHICLE CROSSING TO BEREMOVED AND THE KERB, CHANNEL,

FOOTPATH AND NATURE STRIPREINSTATED TO THE SATISFACTION

OF THE RESPONSIBLE AUTHORITY

EXISTING TREES TO BE

REMOVED AND MADE GOODFOR PROPOSED WORKS

EXISTING POWERPOLE

RE

TA

ININ

G W

ALL

35.28223°41'00"

FALL 1 in 20

FALL 1 in 6

FALL 1 in 6

FALL 1 in 4

EXISTING CONCRETECROSSOVER TO BE REMOVED

FALL 1 in 40

BACKDOOR OF

BUS

FRONTDOOR OF

BUS

1.0 m WIRE MESH FENCE

1.5

m P

ALIN

G F

EN

CE

(DIL

AP

IDA

TE

D)

1.6

m P

ALIN

G F

EN

CE

1.9m PALING FENCE

SHED

SIGN

SCREEN

NH

NH

H

H

D

NH

D

NH

H

D/H

BALCONY

BALCONY

H

H

H

NH

NH

NH

NHH

H

H H D

H

NH

NH

NH

NH

NH

NHD

LOT 3, No. 12

EXISTING HOUSE

SINGLE STOREY

MORE THAN 9 m AWAY

LOT 4, No. 14

EXISTING UNIT

DOUBLE STOREY

LOT 3, No. 14

EXISTING UNIT

DOUBLE STOREY

LOT 5, No. 16

EXISTING UNIT

DOUBLE STOREY

LOT 128, No. 11

EXISTING HOUSE

SINGLE STOREY

EASEMENT 1.83 m

LOT 2, No. 5

EXISTING CHURCH

SINGLE STOREY

RID

GE H

T

RID

GE H

T

RID

GE H

T

RID

GE H

T

RID

GE H

T

RID

GE H

T

RID

GE H

T

RID

GE H

T

TBM TOP OF

TELSTRA PIT

RL 100.00m

TTTTT

BOT KERB: 99.34

TOP KERB: 99.45

BOT KERB: 99.80

TOP KERB: 99.90

HAMPSTEAD ROAD

EAVES H

T

EAVES H

T

EAVES H

T

EAVES H

T

EAVES H

T

EAVES H

T

EAVES H

T

EAVES H

T

EAVES H

T

EAVES H

T

EAVES H

T

EAVES H

T

EAVES H

TEAVES H

T

EAVES H

TEAVES H

T

EAVES H

T

100.0

99.8

99.8

99.6

99.6

106.03

106.02

102.92102.95

100.10

104.71

102.46

105.72

105.71

103.99

106.54

107.18

106.78

107.01

102.61

102.60

105.56

105.58

STUMP 500

99.8299.72

99.74

99.83

99.61

107.77107.11

102.37102.40

102.42

99.54

99.83

99.9499.95

104.04 106.67104.10

E POLE

100.00

99.4499.77

99.95100.04

15.24

223°41'00"

15.24

43°11'00"

39.78

313°41'00"

20.04

223°41'00"

40. 08

312°16'00"

PORCH

PORCH

ASPHALT CONCRETE

DRIVEWAY

PROPOSED

BUS STOP AREA

P.O.S

P.O.S

P.O.S

P.O.S

GARAGE

RO

OF

OF

BA

SE

ME

NT

CA

RP

AR

KR

OO

F O

F B

AS

EM

EN

T C

AR

PA

RK

ROOF OF BASEMENT CARPARK

P.O.S P.O.S

P.O.S

RO

OF

OF

BA

SE

ME

NT

CA

RP

AR

KR

OO

F O

F B

AS

EM

EN

T C

AR

PA

RK

1,376

1,8

31

66

9

2,0

00

6,306

6,306

5,463 6,098

32.66 m2

6.27 m2

PERMEABLE AREA

PERMEABLE AREA

99.82GAS

FIRE BOOSTER

MAIN WATER METER

VISITOR BIKE

PARKING

N


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Date

PROJECT:


APARTMENT COMPLEX

ADDRESS:


Drawing Title

FLOOR COVERINGS

14 AUG 2015

BF

A500

C COPYRIGHT


1:1, 1:100

sheet size

A1

C

27 FEB 2015


TELEPHONE: 1300 737 646

1

2

3

4

5

6

7

8

9

F.

H.

R.

F. H. R.

CONCRETE FINISH

BASEMENT FLOOR COVERINGS

SCALE: 1:100

N


Plot Date

Drawing No.

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Job No.

Revision




Date

PROJECT:


APARTMENT COMPLEX

ADDRESS:


Drawing Title

FLOOR COVERINGS

14 AUG 2015

BF

A 600

C COPYRIGHT


1:100

sheet size

A1

C

27 FEB 2015


TELEPHONE: 1300 737 646

1

2

3

4

5

6

7

1

2

3

4

5

6

7

8

9

W.M.PROV

W.M

.PROV

W.M

.PROV

W.M

.PROV

W.M

.PROV

W.M.PROV

REF.

REF.

REF.

W.M

.PROV

W.M.PROV

REF.

REF.

REF.

REF.

REF.

REF.

REF.

F. H

. R.

W.M

.PROV

W.M

.PROV

SELECTED CARPET

SELECTED TIMBER FLOORING

SELECTED FLOOR TILING

GROUND FLOOR COVERINGS

SCALE: 1:100

N


Plot Date

Drawing No.

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Job No.

Revision




Date

PROJECT:


APARTMENT COMPLEX

ADDRESS:


Drawing Title

FLOOR COVERINGS

14 AUG 2015

BF

A 700

C COPYRIGHT


1:50, 1:100

sheet size

A1

C

27 FEB 2015


TELEPHONE: 1300 737 646

1

2

3

4

5

6

7

8

1

2

3

4

5

6

7

8

REF.

REF.

REF.

REF.

REF.

REF. REF.

REF.

REF.

REF.

W.M

.PROV

W.M

.PROV

W.M

.PROV

W.M

.PROV

W.M.PROV

W.M.PROV

W.M.PROV

W.M.PROV

W.M

.PROV

W.M

.PROV

F. H

. R.

SELECTED CARPET



FIRST FLOOR COVERINGS

SCALE: 1:100

N


Plot Date

Drawing No.

Scale @

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Job No.

Revision




Date

PROJECT:


APARTMENT COMPLEX

ADDRESS:


Drawing Title

FLOOR COVERINGS

14 AUG 2015

BF

A 800

C COPYRIGHT


1:100

sheet size

A1

C

27 FEB 2015


TELEPHONE: 1300 737 646

1

2

3

4

5

6

7

8

1

2

3

4

5

6

7

8

9

REF. REF.

REF.REF.

REF.

REF.

W.M

.PROV

W.M

.PROV

W.M.PROV W.M.

PROV

W.M

.PROV

W.M

.PROV

F. H

. R.

SELECTED CARPET



SECOND FLOOR COVERINGS

SCALE: 1:100

N


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Drawing No.

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Job No.

Revision




Date

PROJECT:


APARTMENT COMPLEX

ADDRESS:


Drawing Title

WINDOW SCHEDULE

14 AUG 2015

BF

A900

C COPYRIGHT


1:1

sheet size

A1

C

27 FEB 2015


TELEPHONE: 1300 737 646

TAG W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 W14 W15 W16

HEIGHT 1,543 1,543 1,200 1,543 514 1,543 1,543 514 1,543 514 1,543 1,543 1,543 1,543 514 1,543

WIDTH 1,810 850 1,210 1,810 1,450 610 610 1,450 1,810 610 1,810 2,710 1,810 1,810 610 1,810

ELEVATION

SASH

GLAZING

LOCATION UNIT 1 UNIT 1 UNIT 1


HEIGHT 514 1,543 1,543 514 1,543 1,200 1,543 1,543 2,100 2,057 2,057 1,843 2,100 1,843 1,543 1,543

WIDTH 1,450 610 610 1,450 1,810 1,210 850 1,810 4,262 850 850 4,143 4,262 4,143 850 850

ELEVATION

SASH

GLAZING

LOCATION


HEIGHT 1,543 1,543 1,543 514 1,543 1,543 514 514 1,543 1,543 1,543 1,543 1,543 1,543 1,543 1,543

WIDTH 1,810 1,810 850 610 610 610 1,450 610 1,810 1,810 1,810 1,810 1,810 1,810 1,810 1,810

ELEVATION

SASH

GLAZING

LOCATION

TAG W77 W78 W79 W80 W81 W82 W83 W84 W84 W85 W86 W87 W88

HEIGHT 1,543 1,543 514 1,543 514 1,543 1,543 1,543 1,543 1,543 1,543 3,240 3,240

WIDTH 1,810 1,810 1,450 610 610 610 1,450 1,810 1,810 850 850 1,810 1,810

ELEVATION

SASH

GLAZING

LOCATION

NOTE:

* ALL GLAZING TO COMPLY WITH AS1288

* ALL WINDOW DIMENSIONS SHOWN ARE TO FINISHED FRAME SIZES

* ALL WINDOW SIZES ARE NOMINAL AND MAY VARY BETWEEN MANUFACTURES

* ALL WINDOWS AND DOORS ARE VIEWED FROM OUTSIDE

* STUD OPENING SIZE TO BE DETIRMINED BY MANUFACTURER SPECIFICATION

7-9 HAMPSTEAD ROAD, MAIDSTONE 3012 … … · 50/42 csr wall system - 814 floor finishes bare ......

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Transcript of 7-9 HAMPSTEAD ROAD, MAIDSTONE 3012 … … · 50/42 csr wall system - 814 floor finishes bare ......