0033 2432 BS Const-1tenant.235stgeorgesterrace.com.au/Core/Site... · electrical appliance fabric...
1
PAVING NOTES ISSUE PRINT DATE PROJECT BISHOP'S SEE fitzpatrick+partners CHECKED STATUS SCALE © Copyright 2007 P) + 61 2 8274 8299 W) www.fitzpatrickpartners.com DRAWING PROJECT NORTH Basement 4 FLOOR PLAN 50mm on original CLIENT 239 ST GEORGES TERRACE, PERTH STAGE 1 fitzpatrick+partners PROTECTIVE COATING (STEEL) CHK DESCRIPTION AMENDMENTS DATE AMD ROOFING RESILIENT MATERIAL TF BO AH CG CL CO CP CV CW EA FB FX BF BH BL CD AP GT GZ IN JT LV MR BLINDS / CURTAINS CORNER GUARD CEILING CONCRETE FINISH CARPET COVER / GRATE CURTAIN WALL CLADDING ELECTRICAL APPLIANCE FABRIC BATHROOM FITTING BALUSTRADE / HANDRAIL BOLLARD WALKWAY / LADDER ACCESS HATCH / PANEL ACCESS PLATFORM / FITTINGS & FIXTURES (Misc.) GUTTER GLAZING SYSTEM / WINDOW INSULATION JOINERY TYPE LOUVRE MIRROR RENDER RAIN WATER GOODS SANITARY FIXTURE SKIRTING STONE TOILET CUBICLE / PARTITION TIMBER FLOORING / DECK TACTILE GROUND SURFACE INDICATORS TILING TERRAZZO WATERPROOF MEMBRANE PAINT WALL TYPE - CONCRETE WALL TYPE - MASONRY WALL TYPE - DRY WALL WALL TYPE - SHAFT WALL WALL TYPE - COMPOSITE WALL PV RF RM RN RW SF SK ST TC TGSI TZ WM TL WT100 WT200 WT300 WT400 WT500 PA PC CODING LEGEND DO NOT SCALE DRAWINGS. CHECK DIMENSIONS BEFORE COMMENCING WORK. DRAWINGS SHOW DESIGN INTENT ONLY. SHOP DRAWINGS ARE TO BE PROVIDED FOR APPROVAL PRIOR TO CONSTRUCTION OR MANUFACTURE. NUMBERS FOLLOWING AN ABBREVIATION DENOTE A PARTICULAR TYPE OF ITEM. FOR EXPLANATION OF ITEM TYPES REFER TO SPECIFICATION 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 UNAUTHORISED PERSON EITHER WHOLLY OR IN PART WITHOUT PRIOR CONSENT IN WRITING FROM FITZPATRICK+PARTNERS ABBREVIATIONS AFFL HYD ABOVE FINISHED FLOOR LEVEL CJ CEX CARPARK EXHAUST SHAFT CONSTRUCTION JOINT HYDRAULIC SHAFT SUPPLY AIR SMOKE EXHAUST SHAFT STRUCTURAL FLOOR LEVEL SIMILAR STAIR PRESSURISED SHAFT STAINLESS STEEL TOILET EXHAUST SHAFT SPRINKLER TELEPHONE SPECIFICATION RAIN WATER OUTLET LIFT MOTOR ROOM RELATIVE LEVEL MAXIMUM MECHANICAL SHAFT MINIMUM NET LETTABLE AREA NOMINAL NOT TO SCALE RETURN AIR SHAFT ROUGH OPENING KITCHEN EXHAUST SE SA SFL SIM SP SS SPR TEX TEL SPEC RWO LMR KE RO MAX MECH MIN NLA NOM NTS RA RL FW COM DP CSA GBA GEX GFA GLA GPO DWG EJ ELEC FSR EXST FHR FCL FE FFL FH FRL FS ENG FLOOR WASTE COMMUNICATION SERVICES CARPARK SUPPLY SHAFT DOWNPIPE ENGINEER EXPANSION JOINT ELECTRICAL SHAFT DRAWINGS FLOOR SPACE RATIO FIRE STAIR FIRE HYDRANT FIRE HOSE REEL EXISTING FINISHED CEILING LEVEL FIRE EXTINGUISHER FINISHED FLOOR LEVEL FIRE RESISTANCE LEVEL GROSS BUILDING AREA GARBAGE EXHAUST SHAFT GROSS FLOOR AREA GROSS LETTABLE AREA GENERAL PURPOSE OUTLET COL COLUMN CO CLEAN-OUT POINT (HYD) UNDERSIDE TYPICAL UNLESS OTHERWISE NOTED US UNO TYP TOP OF WALL TOW TO TRENCH OUTLET (HYD) DRAWING NO. A-0101 19/05/2008 PROJECT NO. APPROVED 2432 3 x PUMP CONTROL PANELS. AT 1500MM AFFL. REFER TO HYDRAULICS ENGINEER'S DETAILS SEWER STACK. REFER HYDRAULICS ENGINEER'S DETAILS L I N E O F R O L L E R S H U T T E R O V E R S H O W N D A S H E D FIRE STAIR FS2 FIRE STAIR FS3 STAIR BS1 1 A-0622 2 A-1203 2 A-0502 1 A-0213 1 A-0213 WT203 WT203 D1 B4 WT203 WT203 WT203/RW WT203 WT203/WS WT203 D3 B4 WT203/WS WT203 WT203 WT203 WT203/RW WT203 WT203 D9 B4 WT202 D7 B4 D6 B4 WT202 WT202 WT203/RW/WS WT203/RW/WS D8 B4 WT202 WT202 WT202 D2 B4 WT203/WS 2,450 2,450 2,450 5,400 525 900 190 190 600 140 190 950 100 450 3,600 1,510 190 2,050 190 1,000 390 1,000 390 1,920 235 1,500 140 190 6,430 140 400 350 190 4,215 140 4,375 140 1,450 950 50 1,700 1,000 950 1,000 950 725 2,400 190 190 4,200 190 330 1,000 230 350 350 950 1,825 1,200 1,100 3,150 1,240 2,810 200 1,150 175 175 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 4.15 FFL 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 5.34 FFL 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 SLAB FOOTINGS UNDER BACK-FILL TEMPORARY SHEET PILING - REFER TO STRUCTURAL ENGINEER'S DETAILS EDGE OF SLAB FOOTINGS UNDER BACK-FILL EDGE OF SLAB FOOTINGS UNDER BACK-FILL EDGE OF SLAB & FOOTINGS RAMP OVER (DASHED) RISING MAIN - REFER TO HYDRAULICS DRAWINGS EDGE OF SLAB & FOOTINGS 150 HIGH KERB EDGE OF SLAB RISING MAIN - REFER TO HYDRAULICS DRAWINGS SEWER RISER MAIN. REFER TO HYDRAULICS ENGINEER'S DETAILS. SEWER PIT REFER TO HYDRAULICS ENGINEER'S DETAILS DIESEL TANK RISING MAIN - REFER TO HYDRAULICS ENGINEER'S DETAILS WEEP HOLES AT BASE OF BLOCKWORK @ EVERY 2nd PERPEND VENT STACK. REFER TO HYDRAULICS ENGINEER'S DETAILS WALL-MOUNTED SECURITY CARD READER FULL HEIGHT SHS POST BLOCKWORK ABOVE & BELOW OPENING - REFER TO SECTION 2 ON A-0503 150 HIGH KERB BLOCKWORK ABOVE & BELOW OPENING - REFER TO SECTION 2 ON A-0503 SECURITY RACK POSITION ELEC ENG. RACK POSITION WATER PIPE WATER PIPE VENT RISER - REFER TO HYDRAULICS ENGINEER'S DETAILS. SPOON DRAIN. REFER STRUCTURAL ENGINEERS DRAWINGS. EDGE OF SLAB EDGE OF SLAB & FOOTINGS EDGE OF SLAB FOOTINGS UNDER BACK-FILL EDGE OF SLAB FOOTINGS UNDER BACK-FILL S H E E T P I L I N G . R E F E R T O S T R U C T U R A L D R A W I N G S . SPOON DRAIN. REFER TO STRUCTURAL ENGINEERS DRAWINGS C G PG B4.8 STORMWATER RETENTION TANK. PG PRIMARY TANK EQUIPMENT SKID BASEMENT 4 LOADING DOCK TREATMENT TANK CG RM2 RM2 TFC TFC TFC TFC TFC FHR FH. EXIT BO1 C O UNDER (DASHED) C O C O SF12 C O C O SF12 C V 5 C V 3 C V 3 C O T O C O C O LV9 LV9 B H 7 C O (TYPICAL) C V 7 C V 4 ANCHOR BLOCKS LV9 F X 2 F X 2 F X 2 TO GRID C O C O FX6 2x SHS POSTS 2x SHS POSTS 2x SHS POSTS KA1 UNDER SF11 SF13 SF19 KA2 OVER JT2: TO GRID RAMP No. 2 1:6 RAMP UP RAMP No. 3 1:6 RAMP UP BO1x2 BO1 BO1x2 BO1x2 EXIT BO1x2 BO1 BO1 BO1x2 BO1x2 BO1x2 BO1x2 BO1x2 BO1x2 BO1x2 WT203/F2/RW/CR D5 B4 WT203/F2/RW/CR D11 B4 WT203/F2/RW/CR BMS WORK STATION - REFER TO ELECTRICAL/MECHANICAL ENGINEER'S DETAILS E X I S T I N G D I A P H R A M W A L L . R E F E R S T R U C T U R A L D R A W I N G S . MECH DUCT MECH DUCT FW FW FW FW FALL FALL FALL FALL FALL FALL FALL FALL FALL FALL FALL FALL FALL FALL FALL FALL B4.2 GARBAGE ROOM B4.1 RECYCLE ROOM SUMP SUMP B4.7 BUILDING MANAGER FW PLENUM SUMP TYP. SUMP SUMP B4.6 MAIL ROOM EXTENT OF EXCAVAVTION AND BATTERING. REFER TO STRUCTURAL ENGINEERS BULK EARTHWORKS PLAN B4.3 GREY WATER TANK B4.5 TENANT STORAGE COURIER COURIER COURIER PUMP SUCTION SUMP. REFER HYDRAULICS DRAWINGS. AH9 FALL FALL FALL FALL DP CO PIPES. ACCESS COVERS ON BASEMENT 3 LEVEL - REFER TO HYDRAULICS ENGINEER'S DETAILS LOAD-BEARING WALL BELOW RAMP WHEEL CHAIR PLATFORM LIFT 2x SHS POSTS UNDER JT1 3 A-0622 L K J I H G F E D C B A 11 10 9 8 7 6 5 4 3 2 1 1 A-0621 9,000 9,000 6,600 9,000 9,000 8,400 6,940 8,400 11,800 10,000 11,800 8,400 8,400 8,400 8,400 8,400 8,400 8,400 8,400 8,400 8,400 900 FFL 4.20 1 A-0504 1 A-0504 1 A-0502 4 A-0502 2 A-0503 2 A-0503 1 A-0501 1 A-0501 3 A-0503 1 A-0503 1 A-0211 1 A-0211 1 A-0212 1 A-0212 CORE FILL UP TO SILL HEIGHT CORE FILL UP TO SILL HEIGHT WALL-MOUNTED SECURITY CARD READER WALL-MOUNTED SECURITY KEY PAD WT 202/CF WT 202/CF BLOCKWORK WALL LEGEND WT201 - 90mm STANDARD NATURAL BLOCKWORK WITH NO FIRE-RATING REQUIREMENT WT202/F2 - 140mm STANDARD NATURAL BLOCKWORK WITH FIRE RATING REQUIREMENT: FRL 120/120/120 WT202 - 140mm STANDARD NATURAL BLOCKWORK WITH NO FIRE-RATING REQUIREMENT WT202/F1 - 140mm STANDARD NATURAL BLOCKWORK WITH FIRE RATING REQUIREMENT: FRL -/120/120 WT202/F3 - 140mm STANDARD NATURAL BLOCKWORK WITH FIRE RATING REQUIREMENT: FRL -/90/90 WT203 - 190mm STANDARD NATURAL BLOCKWORK WITH NO FIRE-RATING REQUIREMENT WT203/F1 - 190mm STANDARD NATURAL BLOCKWORK WITH FIRE RATING REQUIREMENT: FRL-/120/120 WT203/F2 - 190mm SCORIA BLOCKWORK WITH FIRE 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-0101/1 AND A-0101/2 G 27.07.07 ISSUED FOR LOUVRE, LINE MARKINGS & CONCRETE SEALER TENDER PACKAGE 1:200 @ B1 H ISSUED FOR PAINT TENDER PACKAGE 17.08.07 27.02.08 I ISSUED FOR INFORMATION ISSUED FOR INFORMATION FOR INFORMATION J 19.05.08 J
Transcript of 0033 2432 BS Const-1tenant.235stgeorgesterrace.com.au/Core/Site... · electrical appliance fabric...
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
MarkF
Note
Marked set by MarkF
MarkF
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NLA - 43sqm
MarkF
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MarkF
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NLA 30 Building Manager / FM storage
