C:UsersPhalhong MaoDocumentsIDA MP02 BD2B MAO RVTphalhongm.weebly.com/uploads/1/1/5/9/11595218/20141031... · 2014. 10. 31. · 1f030 reception area cpt001 945 d23 2950 d10 2950 d11

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

SMITH STREET PROJECT

FITZROY LIBRARY


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 GATE


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.


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


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


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



FLOORING MATERIAL



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


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


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


PODIUM LEVEL PLAN

RMIT

1 : 100A012A020

PODIUM LEVEL PLAN1


MARK DESCRIPTION





















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



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



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


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.


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











Drawn by

Date

Project

Checked By

Scale


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


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


MARK DESCRIPTION





















04

03

02

01

31/10/2014

24/10/2014

09/09/14

05/09/14

SUBMISSION PLOT

PRE SUBMISSION PLOT


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.



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.



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.



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.



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


C. - CEILINGC.P. - CARPARKF. - FINSIHEDF. - FLOORL. - LEVELS. - STRUCTURALWW. - WOOLWORTH

Drawn by

Date

Project

Checked By

Scale


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


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


MARK DESCRIPTION





















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


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


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.


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


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


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.


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


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



FLOORING MATERIAL









C. - CEILINGC.P. - CARPARKF. - FINSIHEDF. - FLOORL. - LEVELS. - STRUCTURALWW. - WOOLWORTH

Drawn by

Date

Project

Checked By

Scale


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


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


MARK DESCRIPTION





















04

03

02

01

31/10/2014

24/10/2014

09/09/14

05/09/14

SUBMISSION PLOT

PRE SUBMISSION PLOT


INITIAL CHECK PLOT