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Date
Project
Checked By
Scale
No. Date Description
Client
Amendment
1 : 200
PHALHONG MAO
31/10/2014
FITZROY LIBRARY
N.L. & C.S.
A000
243 SMITH STREET, FITZROY
COVER SHEET
RMIT
ARCHITECTURAL CONTENTSDRAWING NUMBERS DRAWINGS SCALEA000 COVER SHEET N/AA011 CARPARK LEVEL PLAN 1:100A012 PODIUM LEVEL PLAN 1:100A020 TYPICAL N-S SECTION & STAIR PLAN &SECTION AS INDICATEDA030 ELEVATIONS 1:100A040 DETAILS AS INDICATED
SMITH STREET PROJECT
FITZROY LIBRARY
243 SMITH STREET, FITZROY
HGFEDCB
6
5
4
3
2
150
4345
9050
8400
9880
1114
050
4545
0
7
1
IA
ST. DAVID ST.
HODGSON ST.
SMIT
H S
T.
GO
RE
ST.
M001 M002M003
M003
M003
M001
EXISTING PRECAST CONCRETEWALL AT 1000mm HEIGHT
EXISTING SMITH STREETBRICK WALL FACADE
EXISTING FIREISOLATED STAIR-CASE
COLUMN AS PER THE ENGINEER'S DRAWING
25545 5345 8400 8400 8400 8400 8400 8400 4345 600
2600
5400
TYPICALCARPARKING
SPACE
TYPI
CAL
3600
5400
TYPICAL
TYPI
CAL
DIS. DIS.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
24 25 2621 22 2318 19 20
29 30 31 32 33 342827
GF001
w
ELEC.
900 DIASEWER PIT
H.R.
1:80 FALL 1:80 FALL
1:80 FALL 1:80 FALL
1:80 FALL 1:80 FALL
1:80 FALL 1:80 FALL
1:80 FALL 1:80 FALL
1:80 FALL 1:80 FALL
1:80 FALL 1:80 FALL
1:80 FALL 1:80 FALL
1:80 FALL
1:80
FAL
L
1:80 FALL
1:80 FALL
1:80 FALL
1:80 FALL
W.M.
LANDSCAPE BY OTHERS
LANDSCAPE BY OTHERS
LANDSCAPE BY OTHERS
BOLLARD
6000
13700
2700
700
2700
17000
1480
1480
1364
0
15790
150 4160 150 985 150 2430 90 2430 150 740 150 1095 150
200 WIDE STORMWATERGALVANISED GRATE
200 WIDE STORMWATERGALVANISED GRATE
200 WIDE STORMWATERGALVANISED GATE
200 WIDE STORMWATERGALVANISED GRATE
FIRE MAINBOOSTER
2950
D01
2950
D02
3400
D03
D04915
D05915
LPOD
41 42 4338 39 4035 36 37
44
45
46
47
48
49
50
51
52
53
VEN.DUCTS
150
1029
032
00
SEWERPIPE
SPR.PIPE
F.H.
200 WIDE STORMWATERGALVANISED GRATE
1
A020
F.H.
750
6800
750
750
6880
1500
6690
7100 750
865
7800
865
2525
2025 1200 1150 1200 1865 865 255
2000
200
2000
2445
1995
ELECTRICITY TRENCH
WATER SUPPLY TRENCH
WATER TRENCH FOR FIRESERVICES
COMMON SERVICES TO TRENCH AS PER AS 3500.3
LANDSCAPE BY OTHERS
P/J. P/J.
P/J.
P/J.
P/J.P/J.15
0mm
DIA
PVC
STO
RM
WAT
ER P
IPE
150m
m D
IA P
VC S
TOR
MW
ATER
PIP
E
CO
MM
ON
SER
VIC
ES T
O T
REN
CH
150m
m D
IA P
VC S
TOR
MW
ATER
PIP
E
150m
m D
IA P
VC S
TOR
MW
ATER
PIP
E
150m
m D
IA P
VC S
TOR
MW
ATER
PIP
E
150mm DIA PVC STORMWATER PIPE
150m
m D
IA P
VC S
TOR
MW
ATER
PIP
E
BOUNDARY LINE
1550 300 4330
795
2505
300
3725
300
2915
300
3050
300
150
2520
2950
2395
2950
2520
150
1364
0
CAR PARK
R.L. 10.86
R.L. 10.68
300mm WIDE TYPICALCONCRETE KERB
W001
D071245
D08865
D09760
R.L
. 10.
86
R.L
. 10.
86R
.L. 1
0.86
7A040
STORM.PIPE
90m
m D
IA P
VC S
EWER
PIP
E
D061445
W002 W005 W002
W00
3W
004
W005
W00
5W00
4
W007 W006
W00
3
W003
W001
W01
0
W011
W001
W01
0
W01
0
W00
5
W011W007W006
W011 W020
W003
W00
5
W010
W00
3
W03
0
1 2 3 4 5 6 7 8 9 10 11
13 1214151617181920212223
15795
4340 150 985 150 5620 150 2385 150 1715 150
4310 11460
1015 5345 1200 845 1305 365
800 1015 5015 1505 2340
W03
0
3470
3400
3425
150
2860
890
150
595
A1 I1
86235
8200 17590
1'
7'
4845
5
R.L. 10.68
R.L. 10.68
R.L. 10.68 R.L. 10.68 R.L. 10.68
R.L. 10.68R.L. 10.68
R.L. 10.78R.L. 10.78
R.L. 10.78 R.L. 10.78
R.L. 10.78 R.L. 10.78
CEILING LINE ABOVE
GF002
8200 14225
UP
3590
1185
15865
1005
6665
6575
4935
4790
9680
C3
C3
C3 C3 C3
C3 C3 C3 C3 C3 C3 C3
C3
C3
C3
C3
C3
C3 C3 C3 C3 C3 C3
C3 C3 C3C3
C3C3C3C3
C3 C3 C3 C3
TGSI
LIFT BYOTHERS
LIFT BYOTHERS
LIFT BYOTHERS
650
GF004
GF003
GF006 GF005
SEWERPIPE
UP
DOWN
1. ALL STORMWATER TO BE TAKEN TO THE LEGAL POINT OFDISCHARGE TO THE RELEVANT AUTHORITIES APPROVAL.2. THESE DRAWINGS SHALL BE READ IN CONJUCTION WITH ALLRELEVANT STRUCTURAL AND ALL OTHER CONSULTANTSDRAWINGS/DETAILS AND WITH ANY OTHER WRITTENINSTRUCTIONS ISSUED IN THE COURSE OF THE CONTRACT.3. SITE PLAN MEASUREMENTS IN METRES - ALL OTHERMEASUREMENTS IN MILLIMETRES U.N.O.4. FIGURED DIMENSIONS TAKE PRECEDENCE OVER SCALEDDIMENSIONS.5. THE BUILDER AND SHALL TAKE ALL STEPS NECESSARY TOENSURE THE STABILITY AND GENERAL WATER TIGHTNESS OFALL NEW AND/ OR EXISTING STRUCTURES DURING WORKS.6. THE BUILDER AND SUBCONTRACTORS SHALL CHECK ANDVERIFY ALL DIMENSIONS, SETBACKS, LEVELS, ANDSPECIFICATIONS AND ALL OTHER RELEVANT DOCUMENTATIONPRIOR TO THE COMMENCEMENT OF ANY WORKS. REPORT ALLDISCREPANCIES TO THIS OFFICE FOR CLARIFICATION.7. INSTALLATION OF ALL SERVICES SHALL COMPLY WITH THERESPECTIVE APPLY AUTHORITY REQUIREMENTS.8. THE BUILDER AND SUBCONTRACTOR SHALL ENSURE THATALL STORMWATER DRAINS, SEWER PIPES AND THE LIKE ARELOCATED AT A SUFFICIENT DISTANCE FROM ANY BUILDINGSFOOTING AND/OR SLAB EDGE BEAMS SO AS O PREVENTGENERAL MOISTURE PENETRATION, DAMPNESS, WEAKENINGAND UNDERMINING OF ANY BUILDING AND ITS FOOTINGSYSTEM.9. THE APPROVAL BY THIS OFFICE OF A SUBSTITUTE MATERIAL,WORK PRACTICE, VARIATION OR THE LIKE IS NOT ANAUTHORISATION FOR ITS USE OR A CONTRACT VARIATION. ANYSAID VARIATIONS MUST BE ACCEPTED BY ALL PARTIES TO THEAGREEMENT AND WHERE APPLICABLE AND RELEVANT BUILDINGSURVEYOR PRIOR TO IMPLEMENTING THE SAID VARIATION(SOIL CLASSIFICATION RELOCATED).10. STORMWATER: 90mm DIA. CLASS 6 UPVC STORMWATERLINE LAID TO A MINIMUM GRADE OF 1:100 AND CONNECTED TOTHE LEGAL POINT OF STORMWATER DISCHARGE.PROVIDE INSPECTION OPENINGS AT 9000mm C/C AND AT EACHCHANGE OF DIRECTION.THE COVER TO UNDERGROUND STORMWATER DRAINS SHALLBE NOT LESS THAN- 100mm UNDER SOIL- 50mm UNDER PAVED OR CONCRETE AREAS- 100mm UNDER UNREINFORCED CONCRETE OR PAVEDDRIVEWAYS- 75mm UNDER REINFORCED CONCRETE DRIVEWAYS11. REFER TO MEP PLANS BY CONSULTANTS FOR BUILDINGMECHANICAL , ELECTRICAL, PLUMBING12. THIS DRAWING IS COPYRIGHT.
1. REFER TO ENGINEER'S DRAWING FORSTRUCTURAL FOUNDATIONS AND FRAMINGS
900 DIAMETER SEWER PIT
LEGAL POINT OF DISCHARGE
w
ELEC.
WATER MAIN
ELECTRICITY
W.M.
F.H.
WATER METER
FIRE HYDRANT
SELECTED BOLLARD
LANDSCAPING BY OTHER (SHRUB, TREES)
SELECTED TGSI - TACTILE GROUNDSERVICE INDICATOR
RL. POINT
C - COLUMNC.W. - COLD WATERDIA - DIAMETERDIS - DISABLED PERSON CAR PARKING SPACEH.W. - HOT WATERLPOD - LEGAL POINT OF DISCHARGEP/J - PANEL JOINTPVC - POLYVINYL CHLORIDER.L. - RELATIVE LEVELSPR. - SPRINKLER
FLOORING MATERIAL
M001 BITUMEN
M002 SELECTED NATURAL STONE PAVINGMATERIAL
M003 NATURAL GRASS - LANDSCAPE BYOTHERS
CONC001 TROWEL CONCRETE FINISH
LT001 SELECTED 19mm LAMINATED TIMBERFLOORING
VN001 SELECTED VINYL FLOORING
Drawn by
Date
Project
Checked By
Scale
No. Date Description
Client
GENERAL NOTES
SPECIFIC NOTES
ABBREVIATIONS
DRAWING LEGEND
Amendment
MATERIALS SCHEDULE
As indicated
Phalhong MAO
31/10/2014
FITZROY LIBRARY
N.L. & C.S.
A011
243 SMITH STREET, FITZROY
CARPARK LEVEL PLAN
RMIT
1 : 100A011A020
CAR PARK LEVEL PLAN1
04
03
02
01
31/10/2014
24/10/2014
09/09/14
05/09/14
SUBMISSION PLOT
PRE SUBMISSION PLOT
PLOT FOR SERVICES SUBMISSION
INITIAL CHECK PLOT
CARPARK LEVEL DOOR SCHEDULE
MARK LOCATION HEIGHT WIDTH FINISH FRAME MATERIALS DESCRIPTION
01 GROUND LOBBY 2375 2950 6mm LAMINATED DOUBLE GLAZING FRAMLESS AUTOMATIC 2 PANELS DOOR SWING02 GROUND LOBBY 2375 2950 6mm LAMINATED DOUBLE GLAZING FRAMLESS AUTOMATIC 2 PANELS DOOR SWING03 GROUND LOBBY 2975 3400 6mm LAMINATED DOUBLE GLAZING ALUMINIUM AUTOMATIC SLIDING DOOR04 STAIR 2135 915 SELECTED PAINT TO STEEL STEEL BLAST RESISTANT DOOR05 STAIR 2135 915 SELECTED PAINT TO STEEL STEEL BLAST RESISTANT DOOR06 SPARE ROOM 2040 1445 SELECTED PAINT TO ALUMINIUM ALUMINIUM07 PUMPING STATION 2040 1245 SELECTED PAINT TO ALUMINIUM ALUMINIUM08 H.W. C.W. ROOM 2135 865 SELECTED PAINT TO ALUMINIUM ALUMINIUM09 SWITCH BOARD ROOM 2135 760 SELECTED PAINT TO ALUMINIUM ALUMINIUMCARPARK LEVEL: 9Grand total: 9
CARPARK LEVEL ROOM SCHEDULE
NUMBER NAME FLOOR FINISH MARK
GF001 GROUND LOBBY LT001GF002 FIRE ISOLATED STAIR CONC001GF003 WATER PUMPING STATION CONC001GF004 SPARE ROOM VN001GF005 H.W. C.W. ROOM CONC001GF006 ELECTRICITY METER SWITCHBOARD VN001
WALL TYPES AND FINISHES
MARK DESCRIPTION
W001 150MM PRECAST CONCRETE PANEL WITHCONCRETE RENDERED FINISHED TOEXTERNAL SIDE, 25MM FURRING CHANNELSTO INTERNAL SITE WITH 13MMPLASTERBOARD
W002 150MM PRECAST CONCRETE PANEL WITHCONCRETE RENDERED FINISHED TOEXTERNAL SIDE, CONCRETE FINISHED TOINTERNAL SIDE
W003 150MM PRECAST CONCRETE PANEL WITHCONCRETE FINISHED TO LIFT WITHPLASTERBOARD STICK TO THE OTHER SIDE
W004 150MM PRECAST CONCRETE PANEL WITHPLASTERBOARD STICK TO BOTH SIDES
W005 150MM PRECAST CONCRETE PANEL WITHCONCRETE RENDERED FINISHED TOEXTERNAL SIDE, WITH 13MM PLASTERBOARDSTICK TO THE INTERNAL SIDE
W006 150MM PRECAST CONCRETE PANEL WITHPLASTER BOARD STICK TO ONE SIDE, AND25MM FURRING CHANNELS TO ANOTHERSIDE WITH 13MM PLASTERBOARD
W007 150MM PRECAST CONCRETE PANEL WITHCONCRETE FINISHED TO LIFT, AND 25MMFURRING CHANNELS TO ANOTHER SIDE WITH13MM PLASTERBOARD
W010 150MM CONCRETE BLOCK WITHPLASTERBOARD STICK TO BOTH SIDES
W011 150MM CONCRETE BLOCK WITH PLASTERBOARD STICK TO ONE SIDE, AND 25MMFURRING CHANNELS TO ANOTHER SIDE WITH13MM PLASTERBOARD
W020 90MM STEEL STUD FRAMING TO LIFT SHAFTW040 90MM STEEL STUD WALL WITH ACCOUSTIC
BATT INSULATION IN CAVITY AND 10MMPLASTERBOARD FINISH TO BOTH SIDES(GYPROCK WET AREA PLASTERBOARD ANDTILES IN WET AREAS)
W050 90MM STEEL STUD STAKE WALL(1000MMHEIGHT STEEL FRAMING WALL WITHPLASTERBOARD FINISH TO BOTH SIDES(GYPEROCK WET AREA PLASTERBOARD ANDTILES IN WET AREAS, AND VARIABLE HEIGHTLAMINATED DOUBLE GLAZING TO FULLHEIGHT CEILING LEVEL
W070 150MM PRECAST CONCRETE PANEL WITHGREEN RENDER TO EXERIOR SIDE, 90MMSTEEL STUD FRAMING TO INTERIOR SIDEWITH 13MM PLASTERBOARD
W071 150MM PRECAST CONCRETE PANEL WITHRED RENDER TO EXERIOR SIDE, 90MM STEELSTUD FRAMING TO INTERIOR SIDE WITH13MM PLASTERBOARD
W072 150MM PRECAST CONCRETE PANEL WITHYELLOW RENDER TO EXERIOR SIDE, 90MMSTEEL STUD FRAMING TO INTERIOR SIDEWITH 13MM PLASTERBOARD
W073 150MM PRECAST CONCRETE PANEL WITHBLUE RENDER TO EXERIOR SIDE, 90MMSTEEL STUD FRAMING TO INTERIOR SIDEWITH 13MM PLASTERBOARD
W074 150MM PRECAST CONCRETE PANEL WITHYELOW RENDERED CONCRETE FINISHED TOBOTH SIDE
W075 150MM PRECAST CONCRETE PANEL WITHRED RENDERED CONCRETE FINISHED TOBOTH SIDE
W060 SELECTED SLIDING PARTITION WALL
W030 LAMINATED DOUBLE GLAZING WINDOWPANEL
5
A020
HGFEDCB
6
5
4
3
2
7
1
IA
150
4345
9050
8400
9880
1114
050
4545
0
5345 8400 8400 8400 8400 8400 8400 4345 600
1
A020
SEWERPIPE VEN.
DUCTS
SEWERPIPE
SPR.PIPE
F.H.
STORM.PIPE
1F0161F015
1F012 1F013 1F014
1F011
1F010
1F017
1F025
1F019
1F020
1F021 1F018
1F023
1F0071F008
1F009
1F026
1F0411F042
1F043
1F046
1F045
1F044
1F047
1F001
1F040ACTIVITY AREA
CPT0021F039
CLASSROOM
CPT002
1F036CAFE
LT001
1F030RECEPTION AREA
CPT001
VEN.DUCTS
945
D23
2950
D10
2950
D11
2950
D12
2545
D13
D14760
D15865
D16915
D17915
D181445
D221445
1950
D19
1950
D20
3400
D21
D241730
D261730
D25865
D271245
D28865 D29
865
D301445
2100
D31
D32865
D33865
D34865
D35865
1125
D361125
D371025
D38
1125
D401125
D39
4175
D414175
D424175
D43
1F031COLLECTION AREA 1
CPT0011F034
STORY TELLING AREA
CPT002
1F027SELF PRINTING AREA
CPT0011F032
COMPUTER AREA
CPT001
1F028DISPLAY / WAITING AREA
CPT001
1F029BOOK CHECKOUT
CPT001
1F035ENTERTAINMENT AREA
CPT002
1F033READING / STUDY AREA
CPT001/CPT002
CEILING LINE ABOVE
3515
D44
4085
D45
D461730
D471730
D49865
D501445
D51760
D481730
2000
D52
1F038
CHILDREN OUTDOORPLAYGROUND
ATG001
1F037OUTDOOR READING AREA
ATG001
SMOKE DOOR
SMOKE DOOR
H.R.
D531730
W040 3A020
I1
1'
7'
W05
0
W06
0
W04
0
W04
0
W040
SHS
REINFORECED ROUND CONCRETECOLUMN AS PER ENGINEER'S DRAWING
W030 W030
SHS SHS SHS
W04
0
W040
W06
0
W06
0
W05
0W
030
C1C1
C2C1
1F022
3925 150 5255 90 3205 90 1750 90 3070 90 4180 4130 90
WALL PANEL PARTITION
P/J
C1
C1
C1
9041
75
150
4120
W005
W04
0
215
90 4335 90 3885 90 2710 2755 2740 90
8145
9040
0090
4930
150
9030
0090
1915
9017
50
W040
W04
0
W030 W030W030
1560 90 8310
W04
0
W040
455
TOILETPARTITIONINGS BYMANUFACTURER
9022
0090
2360
9014
0090
1790
150
3605 90 1560 90 73090 200
90 2260 965
240
6925
9083
3030
1015
052
8561
3590
7020
150
REINFORCED ROUND CONCRETECOLUMN AS PER ENGINEER'SDRAWING
C2 C2
C2 C2
CIRCULAR HYDRUALICGLASS LIFT BY THEMANUFACTURER
SLANTEDTIMBER POSTS
C2
C2C2
C2
C1
C2 C2 C2 C2 C2
W00
5
W011W006
W01
0
W00
4
W005
TIMBER LOUVERS
W030
200
1525
90 1000
SELECTED RECEPTION DESK
FIXED SELECTED STONE
FIXED SELECTED SEAT
FIXED SELECTED SEESAW
PLAYGROUNDEQUIPMENT BYOTHERS
FIXED SELECTEDTABLE AND BENCHES
4298
0
4045
300
2645
150
5950
300
5140
150
2810
3005
6030
5022
9530
5062
530
030
5037
30
W03
0
W040
W04
0W
040
455
SHS
1 2 3 4 5 6 7 8 9 10 11
13 1214151617181920212223
KITCHENETTE PERTHE SPECIFICATION
C1
C1
1F048BALCONY
T002
700
500
500 980 500
535
9016
6590
200
3245
5285
12
34
56 7 8 9 10 11 12 13 1415 16
1718
1920
2122
1
2
34
56
789101112131415
1617
1819
20
2122
C2 C2 C2
UP
UP
1F0061F005
1F0031F002
1F004
VOID
1F024
T002
420
2950
3400
2975
UP
DOWN
4840 20 5120 20 4980 20 4910 20 5000 20 4910 20 4990 20 5090
39990 15515 4590
P/J P/J P/J P/J P/J P/J P/JP/J
P/J P/J P/J
W070 W070 W071 W071 W072 W073 W073
CIRCULAR WINDOW ALONG NORTH WALL -REFER TO NORTH ELEVATION
12875
150 4925 90 2300 90 5230 90
2835 90 2000 90
9019
3090
1500
9033
15
455
1315
2090
570
215
W040
W04
0
W040
W04
0 W04
0
1130
400
KITCHENETTE BY OTHER
4530 90 3000 90
7710
3200
200
4905
1070
1420
1345
655
5800
C1
C1
SHS
760
570
1675
1260
1600
LIFT BYOTHERS
LIFT BYOTHERS
LIFT BYOTHERS
1050mm HIGHTOUGHTHENEDGLASS BULASTRADEWITH SQUARE STEELFRAME
ESCALATORS
SHS
SHS
885 150
1495
2815
4085
SHS
2000
200
2000
575
1870
1495
500
765
150 4190 8525 4980 150
150 985 150 2430 90 2580 15 725150 1095 150
150 985150 150
1015 4455 150410 1505 475 150 1715
150
2860
150
595
100 500 2835
W040
W060
W05
0W
050
W04
0
TOUGHENED GLAZINGWINDOW WITH SAME SHAPEAS THE EXISTING VOID
C1 C1 C1
C1 C1
C1
C1
C1
C1
C1
1441
5
155
3590
3515
995 415
SELECTED TIMBERCOUNTER TOP
STAINLESS STEEL GRADEFALL TO GRADE IN 1:80
CEILING LINE ANDSKYLIGHT ABOVE
28252825
850
975
3400
2100
2505
1800
2170
3905
470
775
2755
375
1480
W030
W03
0
W07
4
W005
W075 W075W075
EXISTING BRICK WALL
1. ALL STORMWATER TO BE TAKEN TO THE LEGAL POINT OFDISCHARGE TO THE RELEVANT AUTHORITIES APPROVAL.2. THESE DRAWINGS SHALL BE READ IN CONJUCTION WITH ALLRELEVANT STRUCTURAL AND ALL OTHER CONSULTANTSDRAWINGS/DETAILS AND WITH ANY OTHER WRITTENINSTRUCTIONS ISSUED IN THE COURSE OF THE CONTRACT.3. SITE PLAN MEASUREMENTS IN METRES - ALL OTHERMEASUREMENTS IN MILLIMETRES U.N.O.4. FIGURED DIMENSIONS TAKE PRECEDENCE OVER SCALEDDIMENSIONS.5. THE BUILDER AND SHALL TAKE ALL STEPS NECESSARY TOENSURE THE STABILITY AND GENERAL WATER TIGHTNESS OFALL NEW AND/ OR EXISTING STRUCTURES DURING WORKS.6. THE BUILDER AND SUBCONTRACTORS SHALL CHECK ANDVERIFY ALL DIMENSIONS, SETBACKS, LEVELS, ANDSPECIFICATIONS AND ALL OTHER RELEVANT DOCUMENTATIONPRIOR TO THE COMMENCEMENT OF ANY WORKS. REPORT ALLDISCREPANCIES TO THIS OFFICE FOR CLARIFICATION.7. INSTALLATION OF ALL SERVICES SHALL COMPLY WITH THERESPECTIVE APPLY AUTHORITY REQUIREMENTS.8. THE BUILDER AND SUBCONTRACTOR SHALL ENSURE THATALL STORMWATER DRAINS, SEWER PIPES AND THE LIKE ARELOCATED AT A SUFFICIENT DISTANCE FROM ANY BUILDINGSFOOTING AND/OR SLAB EDGE BEAMS SO AS O PREVENTGENERAL MOISTURE PENETRATION, DAMPNESS, WEAKENINGAND UNDERMINING OF ANY BUILDING AND ITS FOOTINGSYSTEM.9. THE APPROVAL BY THIS OFFICE OF A SUBSTITUTE MATERIAL,WORK PRACTICE, VARIATION OR THE LIKE IS NOT ANAUTHORISATION FOR ITS USE OR A CONTRACT VARIATION. ANYSAID VARIATIONS MUST BE ACCEPTED BY ALL PARTIES TO THEAGREEMENT AND WHERE APPLICABLE AND RELEVANT BUILDINGSURVEYOR PRIOR TO IMPLEMENTING THE SAID VARIATION(SOIL CLASSIFICATION RELOCATED).10. STORMWATER: 90mm DIA. CLASS 6 UPVC STORMWATERLINE LAID TO A MINIMUM GRADE OF 1:100 AND CONNECTED TOTHE LEGAL POINT OF STORMWATER DISCHARGE.PROVIDE INSPECTION OPENINGS AT 9000mm C/C AND AT EACHCHANGE OF DIRECTION.THE COVER TO UNDERGROUND STORMWATER DRAINS SHALLBE NOT LESS THAN- 100mm UNDER SOIL- 50mm UNDER PAVED OR CONCRETE AREAS- 100mm UNDER UNREINFORCED CONCRETE OR PAVEDDRIVEWAYS- 75mm UNDER REINFORCED CONCRETE DRIVEWAYS11. REFER TO MEP PLANS BY CONSULTANTS FOR BUILDINGMECHANICAL , ELECTRICAL, PLUMBING12. THIS DRAWING IS COPYRIGHT.
1. REFER TO ENGINEER'S DRAWING FORSTRUCTURAL FOUNDATIONS AND FRAMINGS
FLOORING MATERIAL
CONC001 TROWEL CONCRETE FINISH
LT001 SELECTED 19mm LAMINATED TIMBERFLOORING
CPT001 WWW-CYBERSPACE COLOR TUFTEDMUILTI LEVEL LOOP PILE CARPET ONCUSHIONBAC BACKING WITHQUARTER TURN INSTALLATION
CPT002 ANAGRAMS-PRIMARY TUFTEDPATTERN LOOP MODULAR CARPET ONCUSHIONBAC BACKING WITH NONDIRECTIONAL INSTALLATION
VN001 SELECTED VINYL FLOORING
T001 SELECTED STYLE 200 x 200 TILE
ATG001 ARTIFICIAL GRASS
T002 SELECTED 400x400x40mm BORALVANNILA ASPENSTONE CONCRETETILE PAVER
F.H.FIRE HYDRANT
SELECTED TGSI - TACTILE GROUNDSERVICE INDICATOR
Drawn by
Date
Project
Checked By
Scale
No. Date Description
Client
GENERAL NOTES
SPECIFIC NOTES
ABBREVIATIONS
DRAWING LEGEND
Amendment
MATERIALS SCHEDULE
As indicated
Phalhong MAO
31/10/2014
FITZROY LIBRARY
N.L. & C.S.
A012
243 SMITH STREET, FITZROY
PODIUM LEVEL PLAN
RMIT
1 : 100A012A020
PODIUM LEVEL PLAN1
WALL TYPES AND FINISHES
MARK DESCRIPTION
W001 150MM PRECAST CONCRETE PANEL WITHCONCRETE RENDERED FINISHED TOEXTERNAL SIDE, 25MM FURRING CHANNELSTO INTERNAL SITE WITH 13MMPLASTERBOARD
W002 150MM PRECAST CONCRETE PANEL WITHCONCRETE RENDERED FINISHED TOEXTERNAL SIDE, CONCRETE FINISHED TOINTERNAL SIDE
W003 150MM PRECAST CONCRETE PANEL WITHCONCRETE FINISHED TO LIFT WITHPLASTERBOARD STICK TO THE OTHER SIDE
W004 150MM PRECAST CONCRETE PANEL WITHPLASTERBOARD STICK TO BOTH SIDES
W005 150MM PRECAST CONCRETE PANEL WITHCONCRETE RENDERED FINISHED TOEXTERNAL SIDE, WITH 13MM PLASTERBOARDSTICK TO THE INTERNAL SIDE
W006 150MM PRECAST CONCRETE PANEL WITHPLASTER BOARD STICK TO ONE SIDE, AND25MM FURRING CHANNELS TO ANOTHERSIDE WITH 13MM PLASTERBOARD
W007 150MM PRECAST CONCRETE PANEL WITHCONCRETE FINISHED TO LIFT, AND 25MMFURRING CHANNELS TO ANOTHER SIDE WITH13MM PLASTERBOARD
W010 150MM CONCRETE BLOCK WITHPLASTERBOARD STICK TO BOTH SIDES
W011 150MM CONCRETE BLOCK WITH PLASTERBOARD STICK TO ONE SIDE, AND 25MMFURRING CHANNELS TO ANOTHER SIDE WITH13MM PLASTERBOARD
W020 90MM STEEL STUD FRAMING TO LIFT SHAFTW040 90MM STEEL STUD WALL WITH ACCOUSTIC
BATT INSULATION IN CAVITY AND 10MMPLASTERBOARD FINISH TO BOTH SIDES(GYPROCK WET AREA PLASTERBOARD ANDTILES IN WET AREAS)
W050 90MM STEEL STUD STAKE WALL(1000MMHEIGHT STEEL FRAMING WALL WITHPLASTERBOARD FINISH TO BOTH SIDES(GYPEROCK WET AREA PLASTERBOARD ANDTILES IN WET AREAS, AND VARIABLE HEIGHTLAMINATED DOUBLE GLAZING TO FULLHEIGHT CEILING LEVEL
W070 150MM PRECAST CONCRETE PANEL WITHGREEN RENDER TO EXERIOR SIDE, 90MMSTEEL STUD FRAMING TO INTERIOR SIDEWITH 13MM PLASTERBOARD
W071 150MM PRECAST CONCRETE PANEL WITHRED RENDER TO EXERIOR SIDE, 90MM STEELSTUD FRAMING TO INTERIOR SIDE WITH13MM PLASTERBOARD
W072 150MM PRECAST CONCRETE PANEL WITHYELLOW RENDER TO EXERIOR SIDE, 90MMSTEEL STUD FRAMING TO INTERIOR SIDEWITH 13MM PLASTERBOARD
W073 150MM PRECAST CONCRETE PANEL WITHBLUE RENDER TO EXERIOR SIDE, 90MMSTEEL STUD FRAMING TO INTERIOR SIDEWITH 13MM PLASTERBOARD
W074 150MM PRECAST CONCRETE PANEL WITHYELOW RENDERED CONCRETE FINISHED TOBOTH SIDE
W075 150MM PRECAST CONCRETE PANEL WITHRED RENDERED CONCRETE FINISHED TOBOTH SIDE
W060 SELECTED SLIDING PARTITION WALL
W030 LAMINATED DOUBLE GLAZING WINDOWPANEL
FIRST LEVEL ROOM SCHEDULE
Number Name Floor Finish
1F035 ENTERTAINMENT AREA CPT0021F036 CAFE LT0011F037 OUTDOOR READING AREA ATG0011F038 CHILDREN OUTDOOR PLAYGROUND ATG0011F039 CLASSROOM CPT0021F040 ACTIVITY AREA CPT0021F041 PRAM ST. VN0011F042 CHILD TOILET T0011F043 STAFF T. T0011F044 STORAGE VN0011F045 CHANGE R. T0011F046 KITCHENETTE T0031F047 OFFICE/ STAFF ROOM CPT0011F048 BALCONY T002
FIRST LEVEL ROOM SCHEDULE
Number Name Floor Finish
1F018 CLEANING T0011F019 MALE T0011F020 FEMALE T0011F021 DISABLED PERSON TOILET T0011F022 STORAGE VN0011F023 STAFF TOILET T0011F024 STORAGE VN0011F025 LOCKER AREA VN0011F026 TEA ROOM VN0011F027 SELF PRINTING AREA CPT0011F028 DISPLAY / WAITING AREA CPT0011F029 BOOK CHECKOUT CPT0011F030 RECEPTION AREA CPT0011F031 COLLECTION AREA 1 CPT0011F032 COMPUTER AREA CPT0011F033 READING / STUDY AREA CPT001/CPT0021F034 STORY TELLING AREA CPT002
FIRST LEVEL ROOM SCHEDULE
Number Name Floor Finish
1F001 FIRST LOBBY LT0011F002 FIRE ISOLATED STAIR 1 CONC0011F003 WATER PUMPING STATION CONC0011F004 SPARE ROOM VN0011F005 H.W. C.W. ROOM CONC0011F006 ELECTRICITY METER SWITCHBOARD VN0011F007 WORK ROOM CPT0011F008 OFFICE CPT0011F009 IT ROOM / OFFICE CPT0011F010 STORAGE VN0011F011 CONFERENCE ROOM CPT0011F012 MEETING 1 CPT0011F013 MEETING 2 CPT0011F014 MEETING 3 CPT0011F015 MEETING 4 CPT0011F016 MEETING 5 CPT0011F017 STORAGE CPT001
04
03
02
01
31/10/2014
24/10/2014
09/09/14
05/09/14
SUBMISSION PLOT
PRE SUBMISSION PLOT
PLOT FOR SERVICES SUBMISSION
INITIAL CHECK PLOT
6 5 4 3 27 1
3A040
2A040
1A040
4A040
6A040
5A040
8A040
2375
D58
D302040
D552135
D502040
2975
D03
2975
D21
EXISTING FLOOR
EXISTING WOOLWORTH CEILING
CARPARKCARPARK
SELF-PRINTINGAREA
DISPLAY / WAITINGAREA
OUTDOOR READINGAREA
BOOK CHECKOUT
GENERAL COLLECTIONS
EXISTINGSUPERMARKET
1'7'
LIFT PITBEYOND
LIFT PITBEYOND
LIFT PITBEYOND
W050
W030W005 W030
W050 W050
W030 W030
ACTIVITY AREA
RL. 15.162
S. FIRST F.L.
RL. 13.862
S. CP. F.L.
RL. 10.862
EX. F. WW. C.L.
RL. 9.202
F. CP. C.L.
EX. F. WW. C.L.
RL. 5.562
RL. 18.162
F. FIRST C.L.
RL. 19.462
S. SECOND. F.L.
RL. 22.462
F. SECOND C.L.
RL. 23.762
S. SECOND F. ROOF L.
RL. 25.562
TOP PARAPET L./BUILDING HEIGHT
1050
850
1190
W030W040 W040 W040
W005
REINFORCED CONCRETE SLAB AS PER THEENGINEER'S DRAWING
C1
SHS
C1C2 C2
C3C3 C3 C3C3 C3
13mm PLASTERBOARD SUSPENDEDCEILING FIXED TO RONDO TOP HATSECTION SPACED AT 600mm CTRS. MAX.
SELECTEDSKYLIGHT
GRADED SCREED TO FALL AT 1:80 TOSUMP OVER DUROTECH EXTERNALMEMBRANE TO ALL ROOF
TIMBER LOUVERSPARAPET BEYOND
TIMBER LOUVERSPARAPET
TIMBER SLATES HANDRAILSPACED AT 125mm MAX.
SELECTEDSKYLIGHT
CPT001
CPT001 CPT002
13mm PLASTERBOARDFIXED TO TIMBERFRAMING BULKHEAD
STEEL STUD FRAMING TOPRECAST RENDEREDCONC. PANEL WITH 10mmPLASTERBOARD FIXED TOINTERIOR SIDE
13mm PLASTERBOARDSUSPENDED CEILING FIXED TORONDO TOP HAT SECTIONSPACED AT 600mm CTRS. MAX.
REINFORCED CONCRETE SLAB AS PERTHE ENGINEER'S DRAWING
BALCONY
BOLLARD
EXISTING WOOLWORTHSTRUCTURAL FOUNDATION
G
5
1
2
3
4
5
67
89 10 11 12 13
1415
16
17
18
19
20
21
22
1
2
3
4
5
6
7
8
910111213
14
15
16
17
18
19
20
21
22
SELECTED 7mm CARPET ON CARPETUNDERLAY ON 1700mm RADIUS PRECASTCONCRETE SPIRAL STAIR CASE AS PER THEENGINEER'S DRAWING
TIMBER HANDRAIL BY THEMANUFACTURER
CIRCULAR HYDRAULICGLASS LIFT BY THE
MANUFACTURER
100 x 125 BEVELED MERBAU TIMBER SLATESTO LIFT ENCLOSE TO RUN FULL HEIGHT
ALUMINIUM ANTI-SLIP STAIR NOSING
TGSI AS PER THE SPECIFICATION
TGSI AS PER THE SPECIFICATION
1150
3610
1480
2
A020
CEILING ABOVE
1000
UP
UP
425
50
50
30
675
G
ALL HANDRAILS WILL HAVE TOCONTINUE FOR THE TREADDISTANCE PLUS 300mm PASTLAST TREAD AND TO BERETURNED T180 DEGREE
ALL BALUSTRADE TO BE SET AT ABOVE 1050mmABOCE FFL WILL NOT EXCEED 125mm CTRS.
1050
REINFORCED PRECAST CONCRETESTAIRCASE WITH MAX. 190mm RISERAND MAX. 250mm TREAD AS PER THEMANUFATURER
13mm PLASTERBOARD FIXED TOBULKHEAD TIMBER FRAMING
EX. PLASTERBOARD ANGLE
13mm PLASTERBOARD
CONCRETE AS PER THEENGINEER'S DRAWING
TIMBER SLATES LIFT ENCLOUSURE
7mm CARPET ON CARPETUNDERLAY GLUED TO STAIRS
ALUMINIUM ANTI-SLIP STAIR NOSINGS
13mm PLASTERBOARD FIXED TOBULKHEAD TIMBER FRAMING
S. FIRST F.L.
F. FIRST C.L.
S. SECOND. F.L.
F. SECOND C.L.
S. SECOND F. ROOF L.
RL. 22.462
RL. 23.762
RL. 19.462
RL. 18.162
RL. 15.162
SCREED TO FALL AT 1:80 OVER DUROTECHEXTERNAL MEMBRANE IN CONCRETE ROOFAS PER THE ENGINEER'S DRAWING
C3
II1
REINFORECED CONCRETE SLAB WITH DOWNTURN AS PER THE ENGINNEER'S DRAWING
SELECTED 42mm SYNTHETIC TURF ON 24mm INFILLLAYER (SAND AND RUBBER MIXED) - REFER TOMANUFACTURER FOR TURF INSTALLATION
SCREED TO FALL AT 1:80
EXISTING EAST BOUNDARY BRICK WALL
CAR PARK
CHILDREN PLAYGROUND
DUROTECH EXTERNAL MEMBRANE COUNTER FLASHING DRESSED INTOTHE GROOVE IN EXISTING BRICK WORK AND SEALED, AND BONDEDONTO THE TURN-UP OF THE MAIN DUROTECH MEMBRANE
DOWEL BAR AS PER THE ENGINEER'S DRAWING
S. FIRST F.L.
RL. 15.162
FLOORING MATERIAL
CONC001 TROWEL CONCRETE FINISH
LT001 SELECTED 19mm LAMINATED TIMBERFLOORING
CPT001 WWW-CYBERSPACE COLOR TUFTEDMUILTI LEVEL LOOP PILE CARPET ONCUSHIONBAC BACKING WITHQUARTER TURN INSTALLATION
CPT002 ANAGRAMS-PRIMARY TUFTEDPATTERN LOOP MODULAR CARPET ONCUSHIONBAC BACKING WITH NONDIRECTIONAL INSTALLATION
VN001 SELECTED VINYL FLOORING
T001 SELECTED STYLE 200 x 200 TILE
ATG001 ARTIFICIAL GRASS
T002 SELECTED 400x400x40mm BORALVANNILA ASPENSTONE CONCRETETILE PAVER
1. REFER TO ENGINEER'S DRAWING FORSTRUCTURAL FOUNDATIONS AND FRAMINGS
1. ALL STORMWATER TO BE TAKEN TO THE LEGAL POINT OFDISCHARGE TO THE RELEVANT AUTHORITIES APPROVAL.2. THESE DRAWINGS SHALL BE READ IN CONJUCTION WITH ALLRELEVANT STRUCTURAL AND ALL OTHER CONSULTANTSDRAWINGS/DETAILS AND WITH ANY OTHER WRITTENINSTRUCTIONS ISSUED IN THE COURSE OF THE CONTRACT.3. SITE PLAN MEASUREMENTS IN METRES - ALL OTHERMEASUREMENTS IN MILLIMETRES U.N.O.4. FIGURED DIMENSIONS TAKE PRECEDENCE OVER SCALEDDIMENSIONS.5. THE BUILDER AND SHALL TAKE ALL STEPS NECESSARY TOENSURE THE STABILITY AND GENERAL WATER TIGHTNESS OFALL NEW AND/ OR EXISTING STRUCTURES DURING WORKS.6. THE BUILDER AND SUBCONTRACTORS SHALL CHECK ANDVERIFY ALL DIMENSIONS, SETBACKS, LEVELS, ANDSPECIFICATIONS AND ALL OTHER RELEVANT DOCUMENTATIONPRIOR TO THE COMMENCEMENT OF ANY WORKS. REPORT ALLDISCREPANCIES TO THIS OFFICE FOR CLARIFICATION.7. INSTALLATION OF ALL SERVICES SHALL COMPLY WITH THERESPECTIVE APPLY AUTHORITY REQUIREMENTS.8. THE BUILDER AND SUBCONTRACTOR SHALL ENSURE THATALL STORMWATER DRAINS, SEWER PIPES AND THE LIKE ARELOCATED AT A SUFFICIENT DISTANCE FROM ANY BUILDINGSFOOTING AND/OR SLAB EDGE BEAMS SO AS O PREVENTGENERAL MOISTURE PENETRATION, DAMPNESS, WEAKENINGAND UNDERMINING OF ANY BUILDING AND ITS FOOTINGSYSTEM.9. THE APPROVAL BY THIS OFFICE OF A SUBSTITUTE MATERIAL,WORK PRACTICE, VARIATION OR THE LIKE IS NOT ANAUTHORISATION FOR ITS USE OR A CONTRACT VARIATION. ANYSAID VARIATIONS MUST BE ACCEPTED BY ALL PARTIES TO THEAGREEMENT AND WHERE APPLICABLE AND RELEVANT BUILDINGSURVEYOR PRIOR TO IMPLEMENTING THE SAID VARIATION(SOIL CLASSIFICATION RELOCATED).10. STORMWATER: 90mm DIA. CLASS 6 UPVC STORMWATERLINE LAID TO A MINIMUM GRADE OF 1:100 AND CONNECTED TOTHE LEGAL POINT OF STORMWATER DISCHARGE.PROVIDE INSPECTION OPENINGS AT 9000mm C/C AND AT EACHCHANGE OF DIRECTION.THE COVER TO UNDERGROUND STORMWATER DRAINS SHALLBE NOT LESS THAN- 100mm UNDER SOIL- 50mm UNDER PAVED OR CONCRETE AREAS- 100mm UNDER UNREINFORCED CONCRETE OR PAVEDDRIVEWAYS- 75mm UNDER REINFORCED CONCRETE DRIVEWAYS11. REFER TO MEP PLANS BY CONSULTANTS FOR BUILDINGMECHANICAL , ELECTRICAL, PLUMBING12. THIS DRAWING IS COPYRIGHT.
Drawn by
Date
Project
Checked By
Scale
No. Date Description
Client
GENERAL NOTES
SPECIFIC NOTES
ABBREVIATIONS
DRAWING LEGEND
Amendment
MATERIALS SCHEDULE
As indicated
Phalhong MAO
31/10/2014
FITZROY LIBRARY
N.L. & C.S.
A020
243 SMITH STREET, FITZROY
TYPICAL N-S SECTION &STAIR PLAN &SECTION
RMIT
1 : 100A020A011
TYPICAL SECTION (N-S)1
1 : 20A020A012
STAIRS PLAN3
1 : 20A020A020
STAIR SECTION2
1 : 10A020A012
EAST WALL SECTION DETAIL5
WALL TYPES AND FINISHES
MARK DESCRIPTION
W001 150MM PRECAST CONCRETE PANEL WITHCONCRETE RENDERED FINISHED TOEXTERNAL SIDE, 25MM FURRING CHANNELSTO INTERNAL SITE WITH 13MMPLASTERBOARD
W002 150MM PRECAST CONCRETE PANEL WITHCONCRETE RENDERED FINISHED TOEXTERNAL SIDE, CONCRETE FINISHED TOINTERNAL SIDE
W003 150MM PRECAST CONCRETE PANEL WITHCONCRETE FINISHED TO LIFT WITHPLASTERBOARD STICK TO THE OTHER SIDE
W004 150MM PRECAST CONCRETE PANEL WITHPLASTERBOARD STICK TO BOTH SIDES
W005 150MM PRECAST CONCRETE PANEL WITHCONCRETE RENDERED FINISHED TOEXTERNAL SIDE, WITH 13MM PLASTERBOARDSTICK TO THE INTERNAL SIDE
W006 150MM PRECAST CONCRETE PANEL WITHPLASTER BOARD STICK TO ONE SIDE, AND25MM FURRING CHANNELS TO ANOTHERSIDE WITH 13MM PLASTERBOARD
W007 150MM PRECAST CONCRETE PANEL WITHCONCRETE FINISHED TO LIFT, AND 25MMFURRING CHANNELS TO ANOTHER SIDE WITH13MM PLASTERBOARD
W010 150MM CONCRETE BLOCK WITHPLASTERBOARD STICK TO BOTH SIDES
W011 150MM CONCRETE BLOCK WITH PLASTERBOARD STICK TO ONE SIDE, AND 25MMFURRING CHANNELS TO ANOTHER SIDE WITH13MM PLASTERBOARD
W020 90MM STEEL STUD FRAMING TO LIFT SHAFTW040 90MM STEEL STUD WALL WITH ACCOUSTIC
BATT INSULATION IN CAVITY AND 10MMPLASTERBOARD FINISH TO BOTH SIDES(GYPROCK WET AREA PLASTERBOARD ANDTILES IN WET AREAS)
W050 90MM STEEL STUD STAKE WALL(1000MMHEIGHT STEEL FRAMING WALL WITHPLASTERBOARD FINISH TO BOTH SIDES(GYPEROCK WET AREA PLASTERBOARD ANDTILES IN WET AREAS, AND VARIABLE HEIGHTLAMINATED DOUBLE GLAZING TO FULLHEIGHT CEILING LEVEL
W070 150MM PRECAST CONCRETE PANEL WITHGREEN RENDER TO EXERIOR SIDE, 90MMSTEEL STUD FRAMING TO INTERIOR SIDEWITH 13MM PLASTERBOARD
W071 150MM PRECAST CONCRETE PANEL WITHRED RENDER TO EXERIOR SIDE, 90MM STEELSTUD FRAMING TO INTERIOR SIDE WITH13MM PLASTERBOARD
W072 150MM PRECAST CONCRETE PANEL WITHYELLOW RENDER TO EXERIOR SIDE, 90MMSTEEL STUD FRAMING TO INTERIOR SIDEWITH 13MM PLASTERBOARD
W073 150MM PRECAST CONCRETE PANEL WITHBLUE RENDER TO EXERIOR SIDE, 90MMSTEEL STUD FRAMING TO INTERIOR SIDEWITH 13MM PLASTERBOARD
W074 150MM PRECAST CONCRETE PANEL WITHYELOW RENDERED CONCRETE FINISHED TOBOTH SIDE
W075 150MM PRECAST CONCRETE PANEL WITHRED RENDERED CONCRETE FINISHED TOBOTH SIDE
W060 SELECTED SLIDING PARTITION WALL
W030 LAMINATED DOUBLE GLAZING WINDOWPANEL
04
03
02
01
31/10/2014
24/10/2014
09/09/14
05/09/14
SUBMISSION PLOT
PRE SUBMISSION PLOT
PLOT FOR SERVICES SUBMISSION
INITIAL CHECK PLOT
6
5
432 71
W030
1' 7'
W030 W030
2375
D10 W030 W030 W030 W030 W030
W030 W030 W030 W030W030W030
W030
W011
W001
W005
W005
1150
1190
W005 W005 W005 W005
W003
W001
W070
W030 W030
2375
D112375
D12
2375
D562375
D572325
D59
2375
D13
2375
D58
2375
D022375
D01
W074
S. FIRST F.L.
S. CP. F.L.
F. CP. C.L.
F. FIRST C.L.
S. SECOND. F.L.
F. SECOND C.L.
S. SECOND F. ROOF L.
TOP PARAPET L./BUILDING HEIGHT
TIMBER HAND RAIL
CONCRETE SLABCEMENT SHEETING
TIMBER HAND RAIL
ALUCOBOND CAPPING
EXISTING WALL
RL. 10.862
RL. 13.862
RL. 15.162
RL. 18.162
RL. 19.462
RL. 22.462
RL. 23.762
RL. 25.562
CONCRETE ROOF
C3 C3 C3C3
CONCRETE SLABCEMENT SHEETING
600
600
600
H G F E D C BI AI1
W075 W075 W075
W073 W073 W072W072 W071 W071 W070 W070
EXISTING WALL
W074
W030 W030 W030 W030 W030 W030 W005 W002 W001W002
W030W030
W005
W005
W005
980
1210
700
1980
600
1990
600
1075
1065
1420
1430
720
1985
925
895
985
980
1390
110
ALUCOBOND CAPPING TO CURTAIN WALLROOF LINE
W030
ALUCOBOND CAPPINGTO PC. CONC. WALL
CEMENT SHEETING
BALCONY CONCRETE SLAB
CEMENT SHEETING
BALCONY CONCRETE SLAB
2400
D552400
D54
2975
D43
ROOF LINE ABOVE
ALUCOBOND CAPPING TO PARAPET
TIMBER HANDRAIL
CEMENT SHEETINGCEMENT SHEETING
S. FIRST F.L.
S. CP. F.L.
EX. F. WW. C.L.
F. CP. C.L.
EX. F. WW. C.L.
F. FIRST C.L.
S. SECOND. F.L.
F. SECOND C.L.
S. SECOND F. ROOF L.
TOP PARAPET L./BUILDING HEIGHT
RL. 25.562
RL. 23.762
RL. 22.462
RL. 19.462
RL. 18.162
RL. 15.162
RL. 13.862
RL. 10.862
RL. 9.202
RL. 5.562RL. 5.562
705
985
550
1005
1185
1420
1350
720
1100
885
925
1420
460
785
195
1500
550
1125
1065
860
1420
895
885
100
1080
1390
785
1700
ROOF LINE
HANDRAIL LINE
TIMBER HANDRAIL
BOLLARDC3
C3 C3C3
1190
H G F E D C BI AI1
W075 W075 W075
W073 W073 W072W072 W071 W071 W070 W070
EXISTING WALL
W074
W030W030
W005
W005 ALUCOBOND CAPPING TO CURTAIN WALLROOF LINE
ALUCOBOND CAPPINGTO PC. CONC. WALL
2975
D43
TIMBER LOUVERS AS PERTHE SHOP DRAWING
ALUCOBOND CAPPING TO PARAPET
TIMBER SLATES HANDRAIL WITH SPACING NOMORE THAN 125mm TO ALL HANDRAILS
CEMENT SHEETINGCEMENT SHEETING
S. FIRST F.L.
S. CP. F.L.
EX. F. WW. C.L.
F. CP. C.L.
EX. F. WW. C.L.
F. FIRST C.L.
S. SECOND. F.L.
F. SECOND C.L.
S. SECOND F. ROOF L.
TOP PARAPET L./BUILDING HEIGHT
RL. 25.562
RL. 23.762
RL. 22.462
RL. 19.462
RL. 18.162
RL. 15.162
RL. 13.862
RL. 10.862
RL. 9.202
RL. 5.562RL. 5.562
TIMBER HANDRAIL
BOLLARDC3
C3 C3C3
W030 W030 W030 W030 W030 W030
2400
D552400
D54HANDRAIL LINE
850
1050
6
5
432 711' 7'
S. FIRST F.L.
S. CP. F.L.
F. CP. C.L.
F. FIRST C.L.
S. SECOND. F.L.
F. SECOND C.L.
S. SECOND F. ROOF L.
TOP PARAPET L./BUILDING HEIGHT
TIMBER HAND RAIL
ALUCOBOND CAPPING
EXISTING WALL
RL. 10.862
RL. 13.862
RL. 15.162
RL. 18.162
RL. 19.462
RL. 22.462
RL. 23.762
RL. 25.562
1050
1190
TIMBER SIGN
1. ALL STORMWATER TO BE TAKEN TO THE LEGAL POINT OFDISCHARGE TO THE RELEVANT AUTHORITIES APPROVAL.2. THESE DRAWINGS SHALL BE READ IN CONJUCTION WITH ALLRELEVANT STRUCTURAL AND ALL OTHER CONSULTANTSDRAWINGS/DETAILS AND WITH ANY OTHER WRITTENINSTRUCTIONS ISSUED IN THE COURSE OF THE CONTRACT.3. SITE PLAN MEASUREMENTS IN METRES - ALL OTHERMEASUREMENTS IN MILLIMETRES U.N.O.4. FIGURED DIMENSIONS TAKE PRECEDENCE OVER SCALEDDIMENSIONS.5. THE BUILDER AND SHALL TAKE ALL STEPS NECESSARY TOENSURE THE STABILITY AND GENERAL WATER TIGHTNESS OFALL NEW AND/ OR EXISTING STRUCTURES DURING WORKS.6. THE BUILDER AND SUBCONTRACTORS SHALL CHECK ANDVERIFY ALL DIMENSIONS, SETBACKS, LEVELS, ANDSPECIFICATIONS AND ALL OTHER RELEVANT DOCUMENTATIONPRIOR TO THE COMMENCEMENT OF ANY WORKS. REPORT ALLDISCREPANCIES TO THIS OFFICE FOR CLARIFICATION.7. INSTALLATION OF ALL SERVICES SHALL COMPLY WITH THERESPECTIVE APPLY AUTHORITY REQUIREMENTS.8. THE BUILDER AND SUBCONTRACTOR SHALL ENSURE THATALL STORMWATER DRAINS, SEWER PIPES AND THE LIKE ARELOCATED AT A SUFFICIENT DISTANCE FROM ANY BUILDINGSFOOTING AND/OR SLAB EDGE BEAMS SO AS O PREVENTGENERAL MOISTURE PENETRATION, DAMPNESS, WEAKENINGAND UNDERMINING OF ANY BUILDING AND ITS FOOTINGSYSTEM.9. THE APPROVAL BY THIS OFFICE OF A SUBSTITUTE MATERIAL,WORK PRACTICE, VARIATION OR THE LIKE IS NOT ANAUTHORISATION FOR ITS USE OR A CONTRACT VARIATION. ANYSAID VARIATIONS MUST BE ACCEPTED BY ALL PARTIES TO THEAGREEMENT AND WHERE APPLICABLE AND RELEVANT BUILDINGSURVEYOR PRIOR TO IMPLEMENTING THE SAID VARIATION(SOIL CLASSIFICATION RELOCATED).10. STORMWATER: 90mm DIA. CLASS 6 UPVC STORMWATERLINE LAID TO A MINIMUM GRADE OF 1:100 AND CONNECTED TOTHE LEGAL POINT OF STORMWATER DISCHARGE.PROVIDE INSPECTION OPENINGS AT 9000mm C/C AND AT EACHCHANGE OF DIRECTION.THE COVER TO UNDERGROUND STORMWATER DRAINS SHALLBE NOT LESS THAN- 100mm UNDER SOIL- 50mm UNDER PAVED OR CONCRETE AREAS- 100mm UNDER UNREINFORCED CONCRETE OR PAVEDDRIVEWAYS- 75mm UNDER REINFORCED CONCRETE DRIVEWAYS11. REFER TO MEP PLANS BY CONSULTANTS FOR BUILDINGMECHANICAL , ELECTRICAL, PLUMBING12. THIS DRAWING IS COPYRIGHT.
C. - CEILINGC.P. - CARPARKF. - FINSIHEDF. - FLOORL. - LEVELS. - STRUCTURALWW. - WOOLWORTH
Drawn by
Date
Project
Checked By
Scale
No. Date Description
Client
GENERAL NOTES
SPECIFIC NOTES
ABBREVIATIONS
DRAWING LEGEND
Amendment
MATERIALS SCHEDULE
1 : 100
Phalhong MAO
31/10/2014
FITZROY LIBRARY
N.L. & C.S.
A030
243 SMITH STREET, FITZROY
ELEVATIONS
RMIT
1 : 100A030
WEST ELEVATION WITHOUT LOUVERS2
1 : 100A030
NORTH ELEVATION WITHOUT LOUVERS1
1 : 100A030
NORTH ELEVATION WITH LOUVERS3
1 : 100
WEST ELEVATION WITHOUT LOUVERS4
WALL TYPES AND FINISHES
MARK DESCRIPTION
W001 150MM PRECAST CONCRETE PANEL WITHCONCRETE RENDERED FINISHED TOEXTERNAL SIDE, 25MM FURRING CHANNELSTO INTERNAL SITE WITH 13MMPLASTERBOARD
W002 150MM PRECAST CONCRETE PANEL WITHCONCRETE RENDERED FINISHED TOEXTERNAL SIDE, CONCRETE FINISHED TOINTERNAL SIDE
W003 150MM PRECAST CONCRETE PANEL WITHCONCRETE FINISHED TO LIFT WITHPLASTERBOARD STICK TO THE OTHER SIDE
W004 150MM PRECAST CONCRETE PANEL WITHPLASTERBOARD STICK TO BOTH SIDES
W005 150MM PRECAST CONCRETE PANEL WITHCONCRETE RENDERED FINISHED TOEXTERNAL SIDE, WITH 13MM PLASTERBOARDSTICK TO THE INTERNAL SIDE
W006 150MM PRECAST CONCRETE PANEL WITHPLASTER BOARD STICK TO ONE SIDE, AND25MM FURRING CHANNELS TO ANOTHERSIDE WITH 13MM PLASTERBOARD
W007 150MM PRECAST CONCRETE PANEL WITHCONCRETE FINISHED TO LIFT, AND 25MMFURRING CHANNELS TO ANOTHER SIDE WITH13MM PLASTERBOARD
W010 150MM CONCRETE BLOCK WITHPLASTERBOARD STICK TO BOTH SIDES
W011 150MM CONCRETE BLOCK WITH PLASTERBOARD STICK TO ONE SIDE, AND 25MMFURRING CHANNELS TO ANOTHER SIDE WITH13MM PLASTERBOARD
W020 90MM STEEL STUD FRAMING TO LIFT SHAFTW040 90MM STEEL STUD WALL WITH ACCOUSTIC
BATT INSULATION IN CAVITY AND 10MMPLASTERBOARD FINISH TO BOTH SIDES(GYPROCK WET AREA PLASTERBOARD ANDTILES IN WET AREAS)
W050 90MM STEEL STUD STAKE WALL(1000MMHEIGHT STEEL FRAMING WALL WITHPLASTERBOARD FINISH TO BOTH SIDES(GYPEROCK WET AREA PLASTERBOARD ANDTILES IN WET AREAS, AND VARIABLE HEIGHTLAMINATED DOUBLE GLAZING TO FULLHEIGHT CEILING LEVEL
W070 150MM PRECAST CONCRETE PANEL WITHGREEN RENDER TO EXERIOR SIDE, 90MMSTEEL STUD FRAMING TO INTERIOR SIDEWITH 13MM PLASTERBOARD
W071 150MM PRECAST CONCRETE PANEL WITHRED RENDER TO EXERIOR SIDE, 90MM STEELSTUD FRAMING TO INTERIOR SIDE WITH13MM PLASTERBOARD
W072 150MM PRECAST CONCRETE PANEL WITHYELLOW RENDER TO EXERIOR SIDE, 90MMSTEEL STUD FRAMING TO INTERIOR SIDEWITH 13MM PLASTERBOARD
W073 150MM PRECAST CONCRETE PANEL WITHBLUE RENDER TO EXERIOR SIDE, 90MMSTEEL STUD FRAMING TO INTERIOR SIDEWITH 13MM PLASTERBOARD
W074 150MM PRECAST CONCRETE PANEL WITHYELOW RENDERED CONCRETE FINISHED TOBOTH SIDE
W075 150MM PRECAST CONCRETE PANEL WITHRED RENDERED CONCRETE FINISHED TOBOTH SIDE
W060 SELECTED SLIDING PARTITION WALL
W030 LAMINATED DOUBLE GLAZING WINDOWPANEL
REFER TO SHOP DRAWING FOR PANEL AND OTHERARCHITECTURAL EXTERNAL FEATURES
04
03
02
01
31/10/2014
24/10/2014
09/09/14
05/09/14
SUBMISSION PLOT
PRE SUBMISSION PLOT
PLOT FOR SERVICES SUBMISSION
INITIAL CHECK PLOT
77'
ALUCOBOND CAPPING ON CONCRETEROOF UPSTANDING FLASHED OVERDUROTECH EXTERNAL MEMBRANE
TIMBER LOUVER FIXED TO CONCRETEROOF BY HANGER PLATE TO HIDEROOF TOP SERVICES HEIGHT
FIXING PLATE
SEALANT BY BUILDER
SCREED TO FALL AT 1:80
REINFORCED CONCRETE ROOF ASPER THE ENGINEER'S DRAWING
TIMBER LOUVER PARAPET BEYOND SPACED AT 200MAX. TO TO HIDE ROOF TOP SERVICES HEIGHT
TINNED DOUBLE GLAZINGWINDOW PANEL
ALUCOBOND CAPPING BEYOND
GENERAL COLLECTIONS
35 x 70mm MGP10 T.PMANSONRY BOLTED TOREINFORCED CONCRETE ROOF
35 x 70mm MGP10 COMMON STUDSPACED AT 600 CTRS. MAX.
S. SECOND F. ROOF L.
RL. 23.762
77'
TIMBER LOUVER FIXED TOCONCRETE ROOF BY FIXING PLATE
150mm REINFORCED PRECASTCONCRETE PANEL AS PER THEENGINEER'S DRAWING
SELECTED 7mm TUFTED CUT AND LOOP MODULARCARPET ON 8mm CARPET UNDERLAY ONREINFORCED CONC SLAB RECESSED INTO PRECASTCONC. WALL AS PER THE ENGINEER'S DRAWING
RONDO SHADOWLINESTOPPING BEAD
13mm PLASTERBOARD FIXED TOSUSPENDED TOP HAT SECTIONSSPACED AT SPACED AT 600 CTRS.
EXISTING PRECASTCONC. WALL
COLUMN BEYOND
SELF-PRINTING AREA
CARPARK
S. FIRST F.L.
F. CP. C.L.
RL. 15.162
RL. 13.862
DRIP LINE
6mm CEMENT SHEETING
ALUCOBOND FLASHING
70 x 35 MGP10 TIMBER STUDFIXED AT 600 CTRS. MAX.
4
SCREED TO FALL ATA MIN. FALL OF 1:80
SELECTED 400X600X40mmBORAL VANNILA ASPENSTONECONCRETE TILE PAVER
WINDOW SILL ON PACKER ASREQUIRED BY MANUFACTURER ON20mm CONCRETE SLAB REBATE
SELECTED 7mm TUFTED CUT AND LOOPMODUALR CARPET ON 8mm CARPET UNDERLAY
PROVIDE DUROTECHEXTERNAL MEMBRANE TOCONCRETE SLAB AS REQUIRED
6mm DOUBLE GLAZED WINDOW -REFER TO WINDOW SCHEDULE
STAINLESS STEEL STRIP GRATE ON 200mm WIDE x120mm DEPTH STAINLESS STEEL CHANNEL WITH MAX.1mm SLOTS TO EITHER SIDES FOR WATER DRAINAGE
COLUMN BEYOND
90mm DIA PVC STORMWATER PIPE TO CHANNEL
SHADOWLINE STOPPING BEAD 6mm CEMENT SHEETING FIXED TOSUSPENDED TOP HAT SECTIONSSPACED AT 450 CTRS.
SHADOWLINE STOPPING BEAD
13mm PLASTERBOARD FIXED TOSUSPENDED TOP HAT SECTIONSSPACED AT SPACED AT 600 CTRS.
LIBRARY
COURTYARD
BALCONY
TIMBER RAILING SPACED AT 125mmMAX. FIXED TO SLAB BY FIXING PLATE
FLASHING AS REQUIRED
DRIP LINE
F. FIRST C.L.
S. SECOND. F.L.
RL. 19.462
RL. 18.162
4
SCREED TO FALL AT AMIN. FALL OF 1:80
SELECTED 400X600X40mmBORAL VANNILA ASPENSTONECONCRETE TILE PAVER
WINDOW SILL ON PACKER ASREQUIRED BY MANUFACTURER ON20mm CONCRETE SLAB REBATE
REINFORCED CONCRETE SLAB AS PERTHE ENGINEER'S DRAWINGS
SELECTED 7mm TUFTED CUT AND LOOPMODUALR CARPET ON 8mm CARPET UNDERLAY
PROVIDE POLYURETHANEWATERPROOFING MEMBRANE TOCONCRETE SLAB AS REQUIRED
130
20
6mm DOUBLE GLAZED WINDOW -REFER TO WINDOW SCHEDULE
STAINLESS STEEL STRIP GRATE ON 200mm WIDE x120mm DEPTH STAINLESS STEEL CHANNEL WITH MAX.1mm SLOTS TO EITHER SIDES FOR WATER DRAINAGE
SELECTED 42mm SYNTHETIC TURF ON 24mm INFILLLAYER (SAND AND RUBBER MIXED) - REFER TOMANUFACTURER FOR TURF INSTALLATION
SCREED TO FALL AT A MIN. FALL OF 1:80
COLUMN BEYOND
COLUMN BEYOND 90mm DIA PVC STORMWATER PIPE TO CHANNEL
RL. 15.162
S. FIRST F.L.
3
COURTYARD
CHILDCARE
ARTIFICIAL TURF GLUED ON DUROTECHEXTERNAL MEMBRANE ON SCREED TO FALL
FALL
CONCRETE ROOF AS PERTHE ENGINEER'S DRAWINGS
DRIP LINE
SEALANT BY BUILDER
TINTED DOUBLE GLAZINGWINDOW PANEL
CLEAR DOUBLE GLAZINGWINDOW PANEL
SHADOWLINE STOPPING BEAD
ENSURE ADEQUATE SEALANT ARETO PROVIDE TO ALL SKYLIGHTS
10mm PLASTER BOARD FIXEDTO 70x35mm MGP10 STUDSPACED AT 450 CTRS MAX.
EX. PLASTERBOARD ANGLE
TYPICAL STUD FRAMING FOR BULKHEAD- 70x35mm MGP10 T.P.- 70x35mm MGP10 COMMON STUD SPACED AT 450CTRS.
CONCRETE SLAB BAND BEAM BEYOND
F. FIRST C.L.
S. SECOND. F.L.
RL. 19.462
RL. 18.162
50
4
GENERAL COLLECTIONS
ROOF TOP
BALCONY
ALUCOBOND CAPPING
CEMENT SHEETING FIXED ON TOTOP HAT SECTION FLASHED OVERCOLORBOND FLASHING OVERDUROTECH EXTERNAL MEMBRANE
SCREED TO FALL AT 1:80
REINFORCED CONCRETEROOF AS PER THEENGINEER'S DRAWINGS
STEEL FIXING PLATE
TINNED DOUBLE GLAZING PANEL TOTOP OF CURTAIN WALL
CLEAR DOUBLE GLAZING PANEL
13mm PLASTERBOARD CEILING FIXEDTO BULKHEAD TIMBER FRAMING
SHADOWLINESTOPPING BEAD
35 x 70mm MGP10 T.P.MANSONRY BOLTEDTO CONCRETE ROOF
35 x 70mm MGP10COMMON STUD SPACEDAT 600 CTRS. MAX.
35 x 70mm MGP10 B.P.MANSONRY BOLTEDTO CONCRETE ROOF
F. SECOND C.L.
S. SECOND F. ROOF L.
RL. 23.762
RL. 22.462
77'
TIMBER LOUVER FIXED TO CONCRETEROOF BY FIXING PLATE
SEALANT BY BUILDER
DOUBLE GLAZING WINDOW PANEL
150mm REINFORCED PRECASTCONCRETE PANEL AS PER THEENGINEER'S DRAWING
RONDO SHADOWLINESTOPPING BEAD
13mm PLASTERBOARD FIXED TOSUSPENDED TOP HAT SECTIONSSPACED AT SPACED AT 600 CTRS.
SELECTED 7mm TUFTED CUT AND LOOP MODULAR CARPET ON 8mmCARPET UNDERLAY ON REINFORCED CONC SLAB RECESSED INTOPRECAST CONC. WALL AS PER THE ENGINEER'S DRAWING
GENERAL COLLECTIONS
SELF-PRINTING AREA
F. FIRST C.L.
S. SECOND. F.L.
RL. 19.462
RL. 18.162
ALAMINATED TIMBER WITH CAST-IN STEEL PLATEWELDED TO CAST-IN STEEL PLATE OF PC. CONC.PANEL AT 300mm MAX. REFER TO ENGINEER'S DRAWING
SELECTED RENDER FINISHED TOPRECAST CONCRETE WALL
13mm SELECTED PLASTERBOARDFIXED TO 25mm FURRING CHANNEL TOPRECAST CONCRETE PANEL
RONDO SHADOWLINE CASTING BEADS
100
125
80
LAMINATED TIMBER FIXED TOTOP AND BOTTOM OFREINFORCED CONCRETE SLAB
SEALANT BY BUILDER
1. ALL STORMWATER TO BE TAKEN TO THE LEGAL POINT OFDISCHARGE TO THE RELEVANT AUTHORITIES APPROVAL.2. THESE DRAWINGS SHALL BE READ IN CONJUCTION WITH ALLRELEVANT STRUCTURAL AND ALL OTHER CONSULTANTSDRAWINGS/DETAILS AND WITH ANY OTHER WRITTENINSTRUCTIONS ISSUED IN THE COURSE OF THE CONTRACT.3. SITE PLAN MEASUREMENTS IN METRES - ALL OTHERMEASUREMENTS IN MILLIMETRES U.N.O.4. FIGURED DIMENSIONS TAKE PRECEDENCE OVER SCALEDDIMENSIONS.5. THE BUILDER AND SHALL TAKE ALL STEPS NECESSARY TOENSURE THE STABILITY AND GENERAL WATER TIGHTNESS OFALL NEW AND/ OR EXISTING STRUCTURES DURING WORKS.6. THE BUILDER AND SUBCONTRACTORS SHALL CHECK ANDVERIFY ALL DIMENSIONS, SETBACKS, LEVELS, ANDSPECIFICATIONS AND ALL OTHER RELEVANT DOCUMENTATIONPRIOR TO THE COMMENCEMENT OF ANY WORKS. REPORT ALLDISCREPANCIES TO THIS OFFICE FOR CLARIFICATION.7. INSTALLATION OF ALL SERVICES SHALL COMPLY WITH THERESPECTIVE APPLY AUTHORITY REQUIREMENTS.8. THE BUILDER AND SUBCONTRACTOR SHALL ENSURE THATALL STORMWATER DRAINS, SEWER PIPES AND THE LIKE ARELOCATED AT A SUFFICIENT DISTANCE FROM ANY BUILDINGSFOOTING AND/OR SLAB EDGE BEAMS SO AS O PREVENTGENERAL MOISTURE PENETRATION, DAMPNESS, WEAKENINGAND UNDERMINING OF ANY BUILDING AND ITS FOOTINGSYSTEM.9. THE APPROVAL BY THIS OFFICE OF A SUBSTITUTE MATERIAL,WORK PRACTICE, VARIATION OR THE LIKE IS NOT ANAUTHORISATION FOR ITS USE OR A CONTRACT VARIATION. ANYSAID VARIATIONS MUST BE ACCEPTED BY ALL PARTIES TO THEAGREEMENT AND WHERE APPLICABLE AND RELEVANT BUILDINGSURVEYOR PRIOR TO IMPLEMENTING THE SAID VARIATION(SOIL CLASSIFICATION RELOCATED).10. STORMWATER: 90mm DIA. CLASS 6 UPVC STORMWATERLINE LAID TO A MINIMUM GRADE OF 1:100 AND CONNECTED TOTHE LEGAL POINT OF STORMWATER DISCHARGE.PROVIDE INSPECTION OPENINGS AT 9000mm C/C AND AT EACHCHANGE OF DIRECTION.THE COVER TO UNDERGROUND STORMWATER DRAINS SHALLBE NOT LESS THAN- 100mm UNDER SOIL- 50mm UNDER PAVED OR CONCRETE AREAS- 100mm UNDER UNREINFORCED CONCRETE OR PAVEDDRIVEWAYS- 75mm UNDER REINFORCED CONCRETE DRIVEWAYS11. REFER TO MEP PLANS BY CONSULTANTS FOR BUILDINGMECHANICAL , ELECTRICAL, PLUMBING12. THIS DRAWING IS COPYRIGHT.
1. REFER TO ENGINEER'S DRAWING FORSTRUCTURAL FOUNDATIONS AND FRAMINGS
FLOORING MATERIAL
CONC001 TROWEL CONCRETE FINISH
LT001 SELECTED 19mm LAMINATED TIMBERFLOORING
CPT001 WWW-CYBERSPACE COLOR TUFTEDMUILTI LEVEL LOOP PILE CARPET ONCUSHIONBAC BACKING WITHQUARTER TURN INSTALLATION
CPT002 ANAGRAMS-PRIMARY TUFTEDPATTERN LOOP MODULAR CARPET ONCUSHIONBAC BACKING WITH NONDIRECTIONAL INSTALLATION
VN001 SELECTED VINYL FLOORING
T001 SELECTED STYLE 200 x 200 TILE
ATG001 ARTIFICIAL GRASS
T002 SELECTED 400x400x40mm BORALVANNILA ASPENSTONE CONCRETETILE PAVER
C. - CEILINGC.P. - CARPARKF. - FINSIHEDF. - FLOORL. - LEVELS. - STRUCTURALWW. - WOOLWORTH
Drawn by
Date
Project
Checked By
Scale
No. Date Description
Client
GENERAL NOTES
SPECIFIC NOTES
ABBREVIATIONS
DRAWING LEGEND
Amendment
MATERIALS SCHEDULE
As indicated
Phalhong MAO
31/10/2014
FITZROY LIBRARY
N.L. & C.S.
A040
243 SMITH STREET, FITZROY
DETAILS
RMIT
1 : 10A040A020
ROOF DRAINAGE DETAIL6
1 : 10A040A020
PC. CONC. WALL AND FLOOR CONNECTION DETAIL8
1 : 10A040A020
BALCONY DETAIL1
1 : 10A040A020
COURTYARD ARTIFITIAL GRASS DETAIL3
1 : 10A040A020
ROOF, SKYLIGHT AND BULKHEAD DETAIL2
1 : 10A040A020
CURTAIN WALL AND CONCRETE ROOF DETAIL4
1 : 10A040A020
INTERMEDIATE FLOOR DETAIL5
1 : 5A040A011
LOUVER CONNECTION PLAN DETAIL7
WALL TYPES AND FINISHES
MARK DESCRIPTION
W001 150MM PRECAST CONCRETE PANEL WITHCONCRETE RENDERED FINISHED TOEXTERNAL SIDE, 25MM FURRING CHANNELSTO INTERNAL SITE WITH 13MMPLASTERBOARD
W002 150MM PRECAST CONCRETE PANEL WITHCONCRETE RENDERED FINISHED TOEXTERNAL SIDE, CONCRETE FINISHED TOINTERNAL SIDE
W003 150MM PRECAST CONCRETE PANEL WITHCONCRETE FINISHED TO LIFT WITHPLASTERBOARD STICK TO THE OTHER SIDE
W004 150MM PRECAST CONCRETE PANEL WITHPLASTERBOARD STICK TO BOTH SIDES
W005 150MM PRECAST CONCRETE PANEL WITHCONCRETE RENDERED FINISHED TOEXTERNAL SIDE, WITH 13MM PLASTERBOARDSTICK TO THE INTERNAL SIDE
W006 150MM PRECAST CONCRETE PANEL WITHPLASTER BOARD STICK TO ONE SIDE, AND25MM FURRING CHANNELS TO ANOTHERSIDE WITH 13MM PLASTERBOARD
W007 150MM PRECAST CONCRETE PANEL WITHCONCRETE FINISHED TO LIFT, AND 25MMFURRING CHANNELS TO ANOTHER SIDE WITH13MM PLASTERBOARD
W010 150MM CONCRETE BLOCK WITHPLASTERBOARD STICK TO BOTH SIDES
W011 150MM CONCRETE BLOCK WITH PLASTERBOARD STICK TO ONE SIDE, AND 25MMFURRING CHANNELS TO ANOTHER SIDE WITH13MM PLASTERBOARD
W020 90MM STEEL STUD FRAMING TO LIFT SHAFTW040 90MM STEEL STUD WALL WITH ACCOUSTIC
BATT INSULATION IN CAVITY AND 10MMPLASTERBOARD FINISH TO BOTH SIDES(GYPROCK WET AREA PLASTERBOARD ANDTILES IN WET AREAS)
W050 90MM STEEL STUD STAKE WALL(1000MMHEIGHT STEEL FRAMING WALL WITHPLASTERBOARD FINISH TO BOTH SIDES(GYPEROCK WET AREA PLASTERBOARD ANDTILES IN WET AREAS, AND VARIABLE HEIGHTLAMINATED DOUBLE GLAZING TO FULLHEIGHT CEILING LEVEL
W070 150MM PRECAST CONCRETE PANEL WITHGREEN RENDER TO EXERIOR SIDE, 90MMSTEEL STUD FRAMING TO INTERIOR SIDEWITH 13MM PLASTERBOARD
W071 150MM PRECAST CONCRETE PANEL WITHRED RENDER TO EXERIOR SIDE, 90MM STEELSTUD FRAMING TO INTERIOR SIDE WITH13MM PLASTERBOARD
W072 150MM PRECAST CONCRETE PANEL WITHYELLOW RENDER TO EXERIOR SIDE, 90MMSTEEL STUD FRAMING TO INTERIOR SIDEWITH 13MM PLASTERBOARD
W073 150MM PRECAST CONCRETE PANEL WITHBLUE RENDER TO EXERIOR SIDE, 90MMSTEEL STUD FRAMING TO INTERIOR SIDEWITH 13MM PLASTERBOARD
W074 150MM PRECAST CONCRETE PANEL WITHYELOW RENDERED CONCRETE FINISHED TOBOTH SIDE
W075 150MM PRECAST CONCRETE PANEL WITHRED RENDERED CONCRETE FINISHED TOBOTH SIDE
W060 SELECTED SLIDING PARTITION WALL
W030 LAMINATED DOUBLE GLAZING WINDOWPANEL
04
03
02
01
31/10/2014
24/10/2014
09/09/14
05/09/14
SUBMISSION PLOT
PRE SUBMISSION PLOT
PLOT FOR SERVICES SUBMISSION
INITIAL CHECK PLOT