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PAVING
NOTES
ISSUE
PRINT DATE
PROJECT
BISHOP'S SEE
fitzpatrick+partners
CHECKED
STATUS
SCALE
© Copyright 2007P) + 61 2 8274 8299 W) www.fitzpatrickpartners.com
DRAWING
PROJECT NORTH
Basement 4FLOOR PLAN
50mm on original
CLIENT
239 ST GEORGES TERRACE, PERTHSTAGE 1
fitzpatrick+partners
PROTECTIVE COATING (STEEL)
CHKDESCRIPTION
AMENDMENTS
DATEAMD
ROOFINGRESILIENT MATERIAL
TF
BO
AH
CGCLCOCPCVCWEAFBFX
BFBHBL
CD
AP
GTGZINJTLVMR
BLINDS / CURTAINS
CORNER GUARDCEILINGCONCRETE FINISHCARPETCOVER / GRATECURTAIN WALL
CLADDING
ELECTRICAL APPLIANCEFABRIC
BATHROOM FITTINGBALUSTRADE / HANDRAIL
BOLLARD
WALKWAY / LADDER
ACCESS HATCH / PANELACCESS PLATFORM /
FITTINGS & FIXTURES (Misc.)GUTTERGLAZING SYSTEM / WINDOWINSULATIONJOINERY TYPELOUVREMIRROR
RENDERRAIN WATER GOODSSANITARY FIXTURESKIRTINGSTONETOILET CUBICLE / PARTITIONTIMBER FLOORING / DECKTACTILE GROUNDSURFACE INDICATORSTILINGTERRAZZOWATERPROOF MEMBRANE
PAINT
WALL TYPE - CONCRETEWALL TYPE - MASONRYWALL TYPE - DRY WALLWALL TYPE - SHAFT WALLWALL TYPE - COMPOSITE WALL
PVRFRMRNRWSFSKSTTC
TGSI
TZWM
TL
WT100WT200WT300WT400WT500
PAPC
CODING LEGEND
DO NOT SCALE DRAWINGS. CHECK DIMENSIONS BEFORECOMMENCING WORK.
DRAWINGS SHOW DESIGN INTENT ONLY. SHOP DRAWINGS ARE TO BEPROVIDED FOR APPROVAL PRIOR TO CONSTRUCTION ORMANUFACTURE.
NUMBERS FOLLOWING AN ABBREVIATION DENOTE A PARTICULARTYPE OF ITEM. FOR EXPLANATION OF ITEM TYPES REFER TOSPECIFICATION AND FINISHES SCHEDULE.
INCONSISTENCIES ARE TO BE REPORTED TO FITZPATRICK+PARTNERS.
THIS DRAWING IS ISSUED UPON THE CONDITION IT IS NOT COPIED,REPRODUCED, RETAINED OR DISCLOSED TO ANY UNAUTHORISEDPERSON EITHER WHOLLY OR IN PART WITHOUT PRIOR CONSENT INWRITING FROM FITZPATRICK+PARTNERS
ABBREVIATIONSAFFL HYDABOVE FINISHED FLOOR LEVEL
CJCEX CARPARK EXHAUST SHAFT
CONSTRUCTION JOINT
HYDRAULIC SHAFT
SUPPLY AIRSMOKE EXHAUST SHAFTSTRUCTURAL FLOOR LEVELSIMILARSTAIR PRESSURISED SHAFT
STAINLESS STEEL
TOILET EXHAUST SHAFT
SPRINKLER
TELEPHONE
SPECIFICATION
RAIN WATER OUTLET
LIFT MOTOR ROOM
RELATIVE LEVEL
MAXIMUMMECHANICAL SHAFTMINIMUMNET LETTABLE AREANOMINALNOT TO SCALERETURN AIR SHAFT
ROUGH OPENING
KITCHEN EXHAUST
SESA
SFLSIMSP
SSSPR
TEXTEL
SPEC
RWO
LMRKE
RO
MAXMECHMINNLANOMNTSRARL
FW
COM
DPCSA
GBAGEXGFAGLAGPO
DWGEJELEC
FSR
EXST
FHR
FCLFEFFLFH
FRLFS
ENG
FLOOR WASTE
COMMUNICATION SERVICESCARPARK SUPPLY SHAFTDOWNPIPE
ENGINEER
EXPANSION JOINTELECTRICAL SHAFT
DRAWINGS
FLOOR SPACE RATIOFIRE STAIR
FIRE HYDRANTFIRE HOSE REEL
EXISTINGFINISHED CEILING LEVELFIRE EXTINGUISHERFINISHED FLOOR LEVEL
FIRE RESISTANCE LEVEL
GROSS BUILDING AREAGARBAGE EXHAUST SHAFTGROSS FLOOR AREAGROSS LETTABLE AREAGENERAL PURPOSE OUTLET
COL COLUMNCO CLEAN-OUT POINT (HYD)
UNDERSIDE
TYPICALUNLESS OTHERWISE NOTED
USUNOTYP
TOP OF WALLTOWTO TRENCH OUTLET (HYD)
DRAWING NO.
A-0101
19/05/2008
PROJECT NO.
APPROVED
2432
3 x PUMP CONTROL PANELS. AT1500MM AFFL. REFER TO
HYDRAULICS ENGINEER'S DETAILS
SEWER STACK. REFERHYDRAULICS ENGINEER'S
DETAILS
LINE OF ROLLERSHUTTER OVERSHOWN DASHED
FIRE STAIRFS2
FIRE STAIRFS3
STAIRBS1
1A-0622
2A-1203
2A-0502
1A-0213
1A-0213
WT203WT203
D1B4
WT203
WT203
WT2
03/R
W
WT2
03
WT2
03/W
S
WT2
03
D3B4
WT2
03/W
S
WT203
WT2
03W
T203
WT2
03/R
W
WT2
03
WT203
D9B4WT202
D7B4
D6B4
WT2
02
WT2
02
WT2
03/R
W/W
SWT2
03/R
W/W
S
D8B4
WT202
WT202
WT2
02
D2B4
WT203/WS
2,450 2,450 2,450
5,40
0
525
900
190
190
600
140 190
950
100
4503,600 1,510
1902,050
190
1,00
039
01,
00039
01,
920
235
1,50
0140
190 6,430 140 400
350
190
4,21
514
04,
375
140
1,45
0
95050
1,70
0
1,000 950
1,000 950 725
2,40
019
0
190 4,200 190
330
1,00
0230
350
350
950 1,825
1,20
0
1,10
0
3,150 1,240 2,8102001,
150
175 175
1,200 1,500 1,500 1,500 2,820 1,500 1,500 1,200 1,200 1,680 1,500 1,500 1,500 1,500 1,200
FFL 4.20
FFL
5.35
FFL
5.35
FFL 5.30
FFL 5.50
FFL 4.15FF
L 4.
20
FFL 5.30
FFL 5.30
FFL 5.30
FFL 5.30
FFL
5.50
FFL
5.50
FFL 5.35
FFL 5.35
FFL
5.50
FFL
5.35
FFL 5.35
FFL 5.69
FFL 5.20
FFL 4.20
FFL 4.20
FFL
4.20
FFL
4.20
FFL
5.35
FFL 5.35
FFL 5.35
FFL
5.35
FFL 4.20
FFL 5.30
FFL 5.30
FFL
5.35
FFL 4.15
FFL 4.15
FFL 5.50
FFL 5.30
RL 6.32
FFL 5.45
FFL
5.35 FFL 5.35
FFL
5.35
FFL 4.15
FFL 4.15
FFL 5.20
FFL
5.50
FFL 5.50
FFL 5.50
FFL 5.35
FFL 5.34FFL 5.35
FFL 5.45
FFL 5.45 FFL 5.45
FFL 5.45
FFL
5.35
FFL
5.35
FFL 4.35
FFL 5.35
WATER PIPE
EDGE OF SLABFOOTINGS UNDERBACK-FILL
TEMPORARY SHEET PILING -REFER TO STRUCTURAL
ENGINEER'S DETAILS
EDGE OF SLABFOOTINGS UNDERBACK-FILL
EDGE OF SLABFOOTINGS UNDERBACK-FILL
EDGE OF SLAB &FOOTINGS
RAMP OVER(DASHED)
RISING MAIN - REFER TOHYDRAULICS DRAWINGS
EDGE OF SLAB& FOOTINGS
150 HIGH KERB
EDGE OF SLAB
RISING MAIN - REFER TOHYDRAULICS DRAWINGS
SEWER RISER MAIN.REFER TO HYDRAULICS
ENGINEER'S DETAILS.
SEWER PITREFER TO HYDRAULICS
ENGINEER'S DETAILS
DIESEL TANK
RISING MAIN - REFERTO HYDRAULICS
ENGINEER'S DETAILS
WEEP HOLES AT BASE OFBLOCKWORK @ EVERY2nd PERPEND
VENT STACK. REFERTO HYDRAULICSENGINEER'S DETAILS
WALL-MOUNTEDSECURITY CARD READER
FULL HEIGHT SHS POST
BLOCKWORKABOVE & BELOWOPENING - REFER TOSECTION 2 ON A-0503
150 HIGH KERB
BLOCKWORKABOVE & BELOWOPENING - REFER TOSECTION 2 ON A-0503
SECURITY RACK POSITION
ELEC ENG. RACK POSITION
WATERPIPE
WATERPIPE
VENT RISER -REFER TO HYDRAULICS
ENGINEER'S DETAILS.
SPOON DRAIN. REFERSTRUCTURAL ENGINEERSDRAWINGS.
EDGE OF SLAB
EDGE OF SLAB &FOOTINGS
EDGE OF SLABFOOTINGS UNDER
BACK-FILL
EDGE OF SLABFOOTINGS UNDER
BACK-FILL
SHEET PILING. REFERTO STRUCTURALDRAWINGS.
SPOON DRAIN.REFER TO STRUCTURALENGINEERS DRAWINGS
CG
PG
B4.8STORMWATERRETENTION TANK.
PG
PRIMARYTANK
EQUIPMENT SKID
BASEMENT 4LOADING DOCK
TREATMENTTANK
CG
RM2
RM2
TFC
TFC
TFC
TFC
TFC
FHR
FH.
EXIT
BO1
CO
UND
ER(D
ASH
ED)
CO
CO
SF12
CO
CO
SF12
CV5
CV3
CV3
CO
TO
CO
CO
LV9
LV9
BH7
CO
(TYPICAL)
CV7
CV4
ANCHORBLOCKS
LV9
FX2 FX2FX2
TO G
RID
CO CO
FX6
2x SHSPOSTS
2x SHSPOSTS
2x SHSPOSTS
KA1 UNDER
SF11SF13SF19
KA2 OVERJT2:
TO G
RID
RAM
P N
o. 2
1:6
RAM
P UP
RAM
P N
o. 3
1:6
RAM
P UP
BO1x2
BO1
BO1x2 BO1x2EXIT
BO1x2BO1
BO1
BO1x2 BO1x2BO1x2 BO1x2 BO1x2BO1x2BO1x2
WT203/F2/RW/CR
D5B4
WT2
03/F
2/RW
/CR
D11B4
WT2
03/F
2/RW
/CR
BMS WORK STATION - REFERTO ELECTRICAL/MECHANICALENGINEER'S DETAILS
EXISTING DIAPHRAMWALL. REFER
STRUCTURAL DRAWINGS.
MECHDUCT
MECHDUCT
FW
FW
FW
FW
FALL
FALL
FALL
FALL
FALL
FALL
FALL FALL FALL
FALL
FALL
FALL
FALL
FALL
FALL
FALL
B4.2GARBAGEROOM
B4.1RECYCLEROOM
SUMP
SUMP
B4.7BUILDINGMANAGER
FW
PLEN
UM
SUMP
TYP.
SUMP
SUMP
B4.6MAIL ROOM
EXTENT OFEXCAVAVTION ANDBATTERING. REFER TOSTRUCTURAL ENGINEERSBULK EARTHWORKS PLAN
B4.3GREY WATER TANK
B4.5TENANT STORAGE
COURIER COURIERCOURIER
PUMP SUCTIONSUMP. REFERHYDRAULICSDRAWINGS.
AH9
FALL
FALL
FALL FALL
DP
CO PIPES. ACCESS COVERSON BASEMENT 3 LEVEL -REFER TO HYDRAULICSENGINEER'S DETAILS
LOAD-BEARING WALLBELOW RAMP
WHEEL CHAIRPLATFORM LIFT
2x SHS POSTSUNDER
JT1
3A-0622
L
K
J
I
H
G
F
E
D
C
B
A
11 10 9 8 7 6 5 4 3 2 1
1A-0621
9,00
09,
000
6,60
09,
000
9,00
08,
400
6,94
08,
400
11,8
0010
,000
11,8
00
8,400 8,400 8,400 8,400 8,400 8,400 8,400 8,400 8,400 8,400
900
FFL 4.20
1A-0504
1A-0504
1A-0502
4A-0502
2A-0503
2A-0503
1A-0501
1A-0501
3A-0503
1A-0503
1A-0211
1A-0211
1A-0212
1A-0212
CORE FILL UP TO SILL HEIGHT
CORE FILL UP TO SILL HEIGHT
WALL-MOUNTEDSECURITY CARD READER
WALL-MOUNTEDSECURITY KEY PAD
WT 202/CF
WT
202/
CF
BLOCKWORK WALL LEGEND
WT201 - 90mm STANDARD NATURAL BLOCKWORKWITH NO FIRE-RATING REQUIREMENT
WT202/F2 - 140mm STANDARD NATURAL BLOCKWORKWITH FIRE RATING REQUIREMENT: FRL 120/120/120
WT202 - 140mm STANDARD NATURAL BLOCKWORKWITH NO FIRE-RATING REQUIREMENT
WT202/F1 - 140mm STANDARD NATURAL BLOCKWORKWITH FIRE RATING REQUIREMENT: FRL -/120/120
WT202/F3 - 140mm STANDARD NATURAL BLOCKWORKWITH FIRE RATING REQUIREMENT: FRL -/90/90
WT203 - 190mm STANDARD NATURAL BLOCKWORKWITH NO FIRE-RATING REQUIREMENT
WT203/F1 - 190mm STANDARD NATURAL BLOCKWORKWITH FIRE RATING REQUIREMENT: FRL-/120/120
WT203/F2 - 190mm SCORIA BLOCKWORK WITHFIRE RATING REQUIREMENT: FRL 120/120/120
/CR - CORE-FILLED / REINFORCED BLOCKWORK TO ACHIEVE FRL ABOVE CERTAIN HEIGHT RESTRICTIONS.
/CF - CORE-FILLED BLOCKWORK
(REFER TO STRUCTURAL ENGINEER'S DETAILS)
DENOTES SIDE OF COLUMN TO BE BUILT OUT.REFER TO DETAILS ON DRAWING NO. A-1070
/WS - WALL STIFFENERS
/RW - REINFORCED BLOCKWORK TO STRUCTURAL ENGINEER'S REQUIREMENTS
(REFER TO STRUCTURAL ENGINEER'S DETAILS,INCLUDING FOR SET-OUT ALONG WALL)
FOR REFERENCE ONLY.REFER TO DRAWINGS A-0101/1AND A-0101/2
G 27.07.07 ISSUED FOR LOUVRE, LINE MARKINGS &CONCRETE SEALER TENDER PACKAGE
1:200 @B1
H ISSUED FOR PAINT TENDER PACKAGE17.08.0727.02.08I ISSUED FOR INFORMATION
ISSUED FOR INFORMATION
FOR INFORMATION
J 19.05.08
J