7-9 HAMPSTEAD ROAD, MAIDSTONE 3012 … … · 50/42 csr wall system - 814 floor finishes bare ......
Transcript of 7-9 HAMPSTEAD ROAD, MAIDSTONE 3012 … … · 50/42 csr wall system - 814 floor finishes bare ......
DRAWING REGISTER:
DWG
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A100
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A200
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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
BRICKVEENER WALL FRL 90/90/90 Rw/Rw + CTR 63/56
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
EXTERNAL LOAD BEARING AND NON - LOADBEARING WALL
BTW1.5M - 3.0M OF TITLE BOUNDARY
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
GREATER THAN BTW1.5M - 3.0M OF TITLE BOUNDARY
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
REINFORCED BLOCK RETAINING WALL FRL 90/90/90
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
DOUBLE STUD WALL W/ SHAFT LINER FRL 90/90/90 Rw/Rw + CTR 63/51
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
DOUBLE STUD WALL W/ SHAFT LINER FRL 60/60/60 Rw/Rw + CTR 62/50
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
DOUBLE STUD WALL W/ SHAFT LINER FRL 90/90/90 Rw/Rw + CTR 63/51
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
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
SITE/ROOF/DRAINAGE PLAN
14 AUG 2015
BF
A010
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
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
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
BASEMENT FLOOR PLAN
14 AUG 2015
BF
A100
C COPYRIGHT
THIS DRAWING IS THE PROPERTY OF ARCHITECTURALAND SHALL NOT BE ALTERED OR COPIED IN WHOLE OR INPART WITHOUT WRITTEN CONSENT
1:100, 1:57.32
sheet size
A1
C
27 FEB 2015
17 ASSEMBLY DRIVE TULLAMARINE VIC
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
STRUCTURAL COLUMNS TO
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
STRUCTURAL COLUMNS TO
ENGINEERS DESIGN
STAIR OVER
RETAINING WALLS TO
ENGINEERS DESIGN
SUMP TO LIFTMANUFACTURERSSPECIFICATION
ALL RETAINING WALLS TO
ENGINEERS DESIGN
ALL RETAINING WALLS TO
ENGINEERS DESIGN
ALL RETAINING WALLS TO
ENGINEERS DESIGN
ALL RETAINING WALLS TO
ENGINEERS DESIGN
BASEMENT EXTERNAL RETAINING WALL TO CARPARK
FRL 90/90/90
BORED PIER DRILLED AND EPOXY GROUTED 100 INTO PIER WITH180MM THICK SHOTCRETE WALL - TO ENGINEERS DESIGN
BASEMENT EXTERNAL RETAINING WALL TO CARPARK
REINFORCED BLOCK RETAINING WALL FRL 90/90/90
AUSTRAL BLOCK - 30-48
190mm THICK REINFORCED - BLOCK WALL TO ENGINEERS DESIGN
SELECT ARCYLIC RENDER FINISH TO INTERNAL FACE OF CARPARK AND STAIRWELL,
BUILDING CLASSIFICATION: - CLASS 2 CARPARK -7a
TYPE A CONSTRUCITON FOR FIRE RATING BUILD ELEMENTS
REFER TO FIRE ENGINEERS REPORT FROM DOBB & DOHERTY
FIRE CONSULTANT REPORT: XXXXX
WALL LEGEND
LIFT SHAFT - LOADBEARING
REINFORCED BLOCK RETAINING WALL FRL 120/120/120
AUSTRAL BLOCK - 20-42
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
EXTERNAL LOADBEARING WALL WITH IN 1.5M OF TITLE BOUNDARY
BRICKVEENER WALL FRL 90/90/90 Rw/Rw + CTR 63/56
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
TIMBER FRAMED STUD FRL - NIL
10mm PLASTERBOARD90mm STEEL STUD WALL @ 600 CTR6mm VILLABOARD
INTERNAL LOAD BEARING CORRIDOR BOUNDING WALLS
DOUBLE STUD WALL W/ SHAFT LINER FRL 60/60/60 Rw/Rw + CTR 62/50
CSR WALL SYSTEM - 362
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
INTERNAL LOAD BEARING INTERNTENANCNY WALL SPERATING SOU
DOUBLE STUD WALL W/ SHAFT LINER FRL 90/90/90 Rw/Rw + CTR 63/51
CSR WALL SYSTEM - 368
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
EXTERNAL LOAD BEARING AND NON - LOADBEARING WALL
BTW1.5M - 3.0M OF TITLE BOUNDARY
HEBEL CLAD WALL FRL 240/180/180 Rw/Rw + CTR 63/56
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
EXTERNAL LOAD BEARING AND NON - LOADBEARING WALL
GREATER THAN BTW1.5M - 3.0M OF TITLE BOUNDARY
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
EXTERNAL LOAD BEARING AND NON - LOADBEARING WALL
GREATER THAN BTW1.5M - 3.0M OF TITLE BOUNDARY
LIGHT WEIGHT CLADDING WALL FRL 90/90/90
CSR WALL SYSTEM - 907 -
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
UNIT 6 UNIT 7 UNIT 8 UNIT 9 UNIT 10
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
UNIT 11 UNIT 12 UNIT 13 UNIT 14 UNIT 15
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
UNIT 16 UNIT 17 UNIT 18 UNIT 19 UNIT 20
FIRST FLOOR 71.6m2 68.3m2 70.7m2 64.9m2 65.4m2
POS 9.2m2 10m2 9.8m2 10.4m2 10.6m2
BEDROOMS 2 2 2 2 2
UNIT 21 UNIT 22 UNIT 23 UNIT 24 UNIT 25
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
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
GROUND FLOOR PLAN
14 AUG 2015
BF
A101
C COPYRIGHT
THIS DRAWING IS THE PROPERTY OF ARCHITECTURALAND SHALL NOT BE ALTERED OR COPIED IN WHOLE OR INPART WITHOUT WRITTEN CONSENT
1:100, 1:108.24
sheet size
A1
C
27 FEB 2015
17 ASSEMBLY DRIVE TULLAMARINE VIC
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
FIRE RATED PARTITION
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
EXIT SIGNAGE INACCORDANCE WITH BCAAND DTS PROVISIONS
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
LIFT TO MANUFACTURERSSPECIFICATION
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
BASEMENT EXTERNAL RETAINING WALL TO CARPARK
FRL 90/90/90
BORED PIER DRILLED AND EPOXY GROUTED 100 INTO PIER WITH180MM THICK SHOTCRETE WALL - TO ENGINEERS DESIGN
BASEMENT EXTERNAL RETAINING WALL TO CARPARK
REINFORCED BLOCK RETAINING WALL FRL 90/90/90
AUSTRAL BLOCK - 30-48
190mm THICK REINFORCED - BLOCK WALL TO ENGINEERS DESIGN
SELECT ARCYLIC RENDER FINISH TO INTERNAL FACE OF CARPARK AND STAIRWELL,
BUILDING CLASSIFICATION: - CLASS 2 CARPARK -7a
TYPE A CONSTRUCITON FOR FIRE RATING BUILD ELEMENTS
REFER TO FIRE ENGINEERS REPORT FROM DOBB & DOHERTY
FIRE CONSULTANT REPORT: XXXXX
WALL LEGEND
LIFT SHAFT - LOADBEARING
REINFORCED BLOCK RETAINING WALL FRL 120/120/120
AUSTRAL BLOCK - 20-42
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
EXTERNAL LOADBEARING WALL WITH IN 1.5M OF TITLE BOUNDARY
BRICKVEENER WALL FRL 90/90/90 Rw/Rw + CTR 63/56
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
TIMBER FRAMED STUD FRL - NIL
10mm PLASTERBOARD90mm STEEL STUD WALL @ 600 CTR6mm VILLABOARD
INTERNAL LOAD BEARING CORRIDOR BOUNDING WALLS
DOUBLE STUD WALL W/ SHAFT LINER FRL 60/60/60 Rw/Rw + CTR 62/50
CSR WALL SYSTEM - 362
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
INTERNAL LOAD BEARING INTERNTENANCNY WALL SPERATING SOU
DOUBLE STUD WALL W/ SHAFT LINER FRL 90/90/90 Rw/Rw + CTR 63/51
CSR WALL SYSTEM - 368
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
EXTERNAL LOAD BEARING AND NON - LOADBEARING WALL
BTW1.5M - 3.0M OF TITLE BOUNDARY
HEBEL CLAD WALL FRL 240/180/180 Rw/Rw + CTR 63/56
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
EXTERNAL LOAD BEARING AND NON - LOADBEARING WALL
GREATER THAN BTW1.5M - 3.0M OF TITLE BOUNDARY
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
EXTERNAL LOAD BEARING AND NON - LOADBEARING WALL
GREATER THAN BTW1.5M - 3.0M OF TITLE BOUNDARY
LIGHT WEIGHT CLADDING WALL FRL 90/90/90
CSR WALL SYSTEM - 907 -
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
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
UNIT 6 UNIT 7 UNIT 8 UNIT 9 UNIT 10
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
UNIT 11 UNIT 12 UNIT 13 UNIT 14 UNIT 15
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
UNIT 16 UNIT 17 UNIT 18 UNIT 19 UNIT 20
FIRST FLOOR 71.6m2 68.3m2 70.7m2 64.9m2 65.4m2
POS 9.2m2 10m2 9.8m2 10.4m2 10.6m2
BEDROOMS 2 2 2 2 2
UNIT 21 UNIT 22 UNIT 23 UNIT 24 UNIT 25
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
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
DETIRMINED ON SITE BY THE RELEVANT CONTRACTOR
CEILING COOLING OUTLET, FINAL LOATION TO BE
DETIRMINED ON SITE BY THE RELEVANT CONTRACTOR
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
FIRST FLOOR PLAN
14 AUG 2015
BF
A102
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
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
FIRE RATED PARTITION
WALL
FIRE RATED PARTITION
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
EXIT SIGNAGE INACCORDANCE WITH BCAAND DTS PROVISIONS
ROBE
WA
TE
RG
AS
ELE
CCO
M
ROBE
6
3
FIREHOSEREEL
LIFT TO MANUFACTURERSSPECIFICATION
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
BORED PIER DRILLED AND EPOXY GROUTED 100 INTO PIER WITH180MM THICK SHOTCRETE WALL - TO ENGINEERS DESIGN
BASEMENT EXTERNAL RETAINING WALL TO CARPARK
REINFORCED BLOCK RETAINING WALL FRL 90/90/90
AUSTRAL BLOCK - 30-48
190mm THICK REINFORCED - BLOCK WALL TO ENGINEERS DESIGN
SELECT ARCYLIC RENDER FINISH TO INTERNAL FACE OF CARPARK AND STAIRWELL,
BUILDING CLASSIFICATION: - CLASS 2 CARPARK -7a
TYPE A CONSTRUCITON FOR FIRE RATING BUILD ELEMENTS
REFER TO FIRE ENGINEERS REPORT FROM DOBB & DOHERTY
FIRE CONSULTANT REPORT: XXXXX
WALL LEGEND
LIFT SHAFT - LOADBEARING
REINFORCED BLOCK RETAINING WALL FRL 120/120/120
AUSTRAL BLOCK - 20-42
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
EXTERNAL LOADBEARING WALL WITH IN 1.5M OF TITLE BOUNDARY
BRICKVEENER WALL FRL 90/90/90 Rw/Rw + CTR 63/56
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
TIMBER FRAMED STUD FRL - NIL
10mm PLASTERBOARD90mm STEEL STUD WALL @ 600 CTR6mm VILLABOARD
INTERNAL LOAD BEARING CORRIDOR BOUNDING WALLS
DOUBLE STUD WALL W/ SHAFT LINER FRL 60/60/60 Rw/Rw + CTR 62/50
CSR WALL SYSTEM - 362
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
INTERNAL LOAD BEARING INTERNTENANCNY WALL SPERATING SOU
DOUBLE STUD WALL W/ SHAFT LINER FRL 90/90/90 Rw/Rw + CTR 63/51
CSR WALL SYSTEM - 368
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
EXTERNAL LOAD BEARING AND NON - LOADBEARING WALL
BTW1.5M - 3.0M OF TITLE BOUNDARY
HEBEL CLAD WALL FRL 240/180/180 Rw/Rw + CTR 63/56
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
EXTERNAL LOAD BEARING AND NON - LOADBEARING WALL
GREATER THAN BTW1.5M - 3.0M OF TITLE BOUNDARY
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
EXTERNAL LOAD BEARING AND NON - LOADBEARING WALL
GREATER THAN BTW1.5M - 3.0M OF TITLE BOUNDARY
LIGHT WEIGHT CLADDING WALL FRL 90/90/90
CSR WALL SYSTEM - 907 -
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
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
UNIT 6 UNIT 7 UNIT 8 UNIT 9 UNIT 10
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
UNIT 11 UNIT 12 UNIT 13 UNIT 14 UNIT 15
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
UNIT 16 UNIT 17 UNIT 18 UNIT 19 UNIT 20
FIRST FLOOR 71.6m2 68.3m2 70.7m2 64.9m2 65.4m2
POS 9.2m2 10m2 9.8m2 10.4m2 10.6m2
BEDROOMS 2 2 2 2 2
UNIT 21 UNIT 22 UNIT 23 UNIT 24 UNIT 25
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
COMMON AREAS. - PASSAGE - LIFT AND STAIRS
GROUND FLOOR 54.82m2
FIRST FLOOR 55.02m2
SECOND FLOOR 54.82m2
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
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
SECOND FLOOR PLAN
14 AUG 2015
BF
A103
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
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
FIRE RATED PARTITION
WALL
FIRE RATED PARTITION
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
EXIT SIGNAGE INACCORDANCE WITH BCAAND DTS PROVISIONS
ROBE
WA
TE
RG
AS
ELE
CCO
M
9
9
FIREHOSEREEL
LIFT TO MANUFACTURERSSPECIFICATION
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
BORED PIER DRILLED AND EPOXY GROUTED 100 INTO PIER WITH180MM THICK SHOTCRETE WALL - TO ENGINEERS DESIGN
BASEMENT EXTERNAL RETAINING WALL TO CARPARK
REINFORCED BLOCK RETAINING WALL FRL 90/90/90
AUSTRAL BLOCK - 30-48
190mm THICK REINFORCED - BLOCK WALL TO ENGINEERS DESIGN
SELECT ARCYLIC RENDER FINISH TO INTERNAL FACE OF CARPARK AND STAIRWELL,
BUILDING CLASSIFICATION: - CLASS 2 CARPARK -7a
TYPE A CONSTRUCITON FOR FIRE RATING BUILD ELEMENTS
REFER TO FIRE ENGINEERS REPORT FROM DOBB & DOHERTY
FIRE CONSULTANT REPORT: XXXXX
WALL LEGEND
LIFT SHAFT - LOADBEARING
REINFORCED BLOCK RETAINING WALL FRL 120/120/120
AUSTRAL BLOCK - 20-42
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
EXTERNAL LOADBEARING WALL WITH IN 1.5M OF TITLE BOUNDARY
BRICKVEENER WALL FRL 90/90/90 Rw/Rw + CTR 63/56
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
TIMBER FRAMED STUD FRL - NIL
10mm PLASTERBOARD90mm STEEL STUD WALL @ 600 CTR6mm VILLABOARD
INTERNAL LOAD BEARING CORRIDOR BOUNDING WALLS
DOUBLE STUD WALL W/ SHAFT LINER FRL 60/60/60 Rw/Rw + CTR 62/50
CSR WALL SYSTEM - 362
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
INTERNAL LOAD BEARING INTERNTENANCNY WALL SPERATING SOU
DOUBLE STUD WALL W/ SHAFT LINER FRL 90/90/90 Rw/Rw + CTR 63/51
CSR WALL SYSTEM - 368
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
EXTERNAL LOAD BEARING AND NON - LOADBEARING WALL
BTW1.5M - 3.0M OF TITLE BOUNDARY
HEBEL CLAD WALL FRL 240/180/180 Rw/Rw + CTR 63/56
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
EXTERNAL LOAD BEARING AND NON - LOADBEARING WALL
GREATER THAN BTW1.5M - 3.0M OF TITLE BOUNDARY
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
EXTERNAL LOAD BEARING AND NON - LOADBEARING WALL
GREATER THAN BTW1.5M - 3.0M OF TITLE BOUNDARY
LIGHT WEIGHT CLADDING WALL FRL 90/90/90
CSR WALL SYSTEM - 907 -
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
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
UNIT 6 UNIT 7 UNIT 8 UNIT 9 UNIT 10
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
UNIT 11 UNIT 12 UNIT 13 UNIT 14 UNIT 15
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
UNIT 16 UNIT 17 UNIT 18 UNIT 19 UNIT 20
FIRST FLOOR 71.6m2 68.3m2 70.7m2 64.9m2 65.4m2
POS 9.2m2 10m2 9.8m2 10.4m2 10.6m2
BEDROOMS 2 2 2 2 2
UNIT 21 UNIT 22 UNIT 23 UNIT 24 UNIT 25
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
COMMON AREAS. - PASSAGE - LIFT AND STAIRS
GROUND FLOOR 54.82m2
FIRST FLOOR 55.02m2
SECOND FLOOR 54.82m2
TOTAL 164.66m2
4. SECOND FLOOR PLAN
SCALE: 1:100
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
ELEVATIONS
14 AUG 2015
BF
A200
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
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
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
SECTION
14 AUG 2015
BF
A300
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
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 SLAB TO ENGINEERSDESIGN
CONCRETE SLAB TO ENGINEERSDESIGN
CONCRETE SLAB TO ENGINEERSDESIGN
CONCRETE FOOTINGS TOENGINEERS DESIGN
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 TO ENGINEERSDESIGN
CONCRETE SLAB TO ENGINEERSDESIGN
CONCRETE SLAB TOENGINEERS DESIGN
CONCRETE FOOTINGS TOENGINEERS DESIGN
S/29 Section 3
SCALE: 1:100
S/30 Section 3
SCALE: 1:100
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
DETAILS
14 AUG 2015
BF
A310
C COPYRIGHT
THIS DRAWING IS THE PROPERTY OF ARCHITECTURALAND SHALL NOT BE ALTERED OR COPIED IN WHOLE OR INPART WITHOUT WRITTEN CONSENT
1:100, 1:50, 1:20
sheet size
A1
C
27 FEB 2015
17 ASSEMBLY DRIVE TULLAMARINE VIC
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
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
DETAILS
14 AUG 2015
BF
A320
C COPYRIGHT
THIS DRAWING IS THE PROPERTY OF ARCHITECTURALAND SHALL NOT BE ALTERED OR COPIED IN WHOLE OR INPART WITHOUT WRITTEN CONSENT
1:50
sheet size
A1
C
27 FEB 2015
17 ASSEMBLY DRIVE TULLAMARINE VIC
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
CONCRETE SLAB TO ENGINEERSDESIGN
CONCRETE SLAB TO ENGINEERSDESIGN
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
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
ROOF PLAN
14 AUG 2015
BF
A400
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
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
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
FLOOR COVERINGS
14 AUG 2015
BF
A500
C COPYRIGHT
THIS DRAWING IS THE PROPERTY OF ARCHITECTURALAND SHALL NOT BE ALTERED OR COPIED IN WHOLE OR INPART WITHOUT WRITTEN CONSENT
1:1, 1:100
sheet size
A1
C
27 FEB 2015
17 ASSEMBLY DRIVE TULLAMARINE VIC
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
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
FLOOR COVERINGS
14 AUG 2015
BF
A 600
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
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
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
FLOOR COVERINGS
14 AUG 2015
BF
A 700
C COPYRIGHT
THIS DRAWING IS THE PROPERTY OF ARCHITECTURALAND SHALL NOT BE ALTERED OR COPIED IN WHOLE OR INPART WITHOUT WRITTEN CONSENT
1:50, 1:100
sheet size
A1
C
27 FEB 2015
17 ASSEMBLY DRIVE TULLAMARINE VIC
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
SELECTED TIMBER FLOORING
SELECTED FLOOR TILING
FIRST FLOOR COVERINGS
SCALE: 1:100
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
FLOOR COVERINGS
14 AUG 2015
BF
A 800
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
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
SELECTED TIMBER FLOORING
SELECTED FLOOR TILING
SECOND FLOOR COVERINGS
SCALE: 1:100
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
WINDOW SCHEDULE
14 AUG 2015
BF
A900
C COPYRIGHT
THIS DRAWING IS THE PROPERTY OF ARCHITECTURALAND SHALL NOT BE ALTERED OR COPIED IN WHOLE OR INPART WITHOUT WRITTEN CONSENT
1:1
sheet size
A1
C
27 FEB 2015
17 ASSEMBLY DRIVE TULLAMARINE VIC
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
TAG W17 W18 W19 W20 W21 W22 W23 W24 W25 W26 W27 W28 W53 W58 W59 W60
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
TAG W61 W62 W63 W64 W65 W66 W67 W68 W69 W70 W71 W72 W73 W74 W75 W76
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