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Drawn by
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
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
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
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
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
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
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
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
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.
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
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.
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
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