TWO STOREY HOUSE (Technical Drawings)

TWO STOREY HOUSING PROJECT PRINCES ST. PROJECT CONTENTS

A01 SITE PLAN @ 1:100 A02 EXISTING AND DEMOLITION PLAN @ 1:50 A03 SUB FLOOR FRAMING @ 1:50 A04 GROUND FLOOR PLAN @ 1:50 A05 FIRST FLOOR PLAN @ 1:50 A06 NORTH ELEVATION & EAST ELEVATION @ 1:50 A07 SOUTH ELEVATION & WEST ELEVATION @ 1:50 A08 SECTION A-A @ 1:50 A09 SECTION B-B @ 1:50

A11 STAIR DETAIL PLAN & ELEVATIONS @ 1:20 A12 DOOR SCHEDULE @ 1:20 A13 WINDOW SCHEDULE @ 1:20 A14 KITCHEN PLAN, ELEVATIONS & SECTION @ 1:20

4/11/2019 9:32:29 AM, s3749594, LUOLIN_DENG

A10 CONSTRUCTION DETAILS @ 1:10

THESE DRAWING SHALL BE READ IN CONSTRUCTION WITH ALL RELEVANT ARCHITECTURAL AND OTHER CONSULTANTS

ALL MATERIALS AND WORK PRACTICES SHALL COMPLY WITH, BUT NOT LIMITED TO THE BUILDING REGULATIONS 2018, THE

DRAWING AND SPECIFICATION AND ANY OTHER WRITTEN INSTRUCTIONS ISSUE DURING THE COURSE OF THE CONTRACT

BUILDING CODE OF AUSTRALIA 2016 & ALL RELEVANT CURRENT AUSTRALIAN STANDARDS (AS AMENDED) REFERRED TO THEREIN

ALL DIMENSIONS SHOWN ARE IN MILLIMETERS

AS 1288 - 2006 GLASS IN BUILDING - SELECTION AND INSTALLATION AS 1562 - 1992 DESIGN AND INSTALLATION OF SHEET ROOF AND WALL CLADDING

ALL WORKS TO BE COMPLETED BY LICENSED PRACTITIONERS

AS 1684 - 2010 NATIONAL TIMBER FRAMING CODE AS 3740 - 2004 WATERPROOFING OF WET AREAS IN RESIDENTIAL BUILDINGS

ALL BOUNDARY CLEARANCES MUST BE VERIFIED ON SITE BY REGISTERED SURVEYOR

AS 3786 - 2006 SMOKE ALARMS AS 4100 - 1998 STEEL STRUCTURES

NO PART OF THE BUILDING SHALL PROJECT BEYOND THE BOUNDARY LINE

AS 1668.2 - 2012 THE USE OF VENTILATION AND AIR - CONDITIONING IN BUILDINGS, MECHANICAL VENTILATION IN BUILDINGS AS 1684 - ALL FRAMING

THE PREMISES SHALL BE TREATED FOR TERMITE PROTECTION USING A CHEMICAL BARRIER IN ACCORDANCE WITH AS3660 DESIGN AND CONSTRUCTION OF DRAINAGE TO BE IN ACCORDANCE AS/NZS 3500.3 OR SECTION 5 OF AS/NZS 3500.5 TO SATISFY OPENABLE WINDOWS WITHIN 1 METER OF THE FINISHED FLOOR LEVEL SHALL BE RESTRICTED SO THE OPENINGS DO NOT

PERFORMANCE REQURIEMENT STATED IN NCC PART 3.1.2

EXCEED 125MM EXHAUST FANS: BATHROOMS SHALL BE PROVIDED WITH MECHANICAL VENTILATION

ON PLAN DENOTES LOCATION OF SEALED/SELF CLOSING TYPE EXHAUST FANS. DUCTED TO OUTSIDE AIR.

PROTECTION OF EXISTING TREES & GREENS

SMOKE ALARMS: 4. INSTALL SMOKE DETECTORS IN ACCORDANCE WITH AS3786 DIRECT WIRED TO ELECTRIC MAINS WITH STANDBY POWER.

TO ENSURE MINIMUM INTERFERENCE WITH STREETS, WALK WAYS & OTHER ADJACENT OCCUPIED OR USED FACILITIES

MARKED THUS ON PLANS. 5. SMOKE DETECTORS ARE TO BE CONNECTED TO THE CONSUMER POWER MAINS IN ACCORDANCE WITH AS3786.

WINDOW SIZES NOMINATED ARE NOMINAL ONLY. ACTUAL SIZE MAY VARY ACCORDING TO MANUFACTURER. WINDOWS TO BE FLASHED & SEALED ALL AROUND

SEWERAGE NOTE: CONNECT ALL WASTE OUTLETS TO SEWERAGE SYSTEM TO SATISFACTION OF LOCATION AUTHORITIES.

WHERE THE BUILDING (EXCLUDES CLASS 10: GARAGE) IS LOCATED IN A TERMITE PRONE AREA THE AREA TO UNDERSIDE OF

INSULATION OF ALL SERVICES SHALL COMPLY WITH THE RESPECTIVE SUPPLY AUTHORITY REQUIREMENTS. THE BUILDER AND SUBCONTRACTOR SHALL ENSURE THAT ALL DOWN PIPE AND THE LIKE ARE LOCATED AT A SUFFICIENT DISTANCE FROM ANY BUILDINGS FOOTING AND/OR SLAB EDGE BEAMS SO AS TO PREVENT GENERAL MOISTURE PENETRATION, DAMPNESS, WEAKENING & UNDERMINING OF ANY BUILDING & ITS FOOTING SYSTEM. BUILDING CONTRACTOR TO NOTIFY ARCHITECT/SUPER INTENDANT OF ANY DISCREPANCY IN DOCUMENTATION & WAIT FOR INSTRUCTION PRIOR TO CONTINUING WITH THE WORK. BUILDER TO ENSURE PROTECTING TO ALL ADJACENT PROPERTIES PRIOR TO BEGINNING WORK

FOUNDATION: IF SOIL CONDITIONS VARY TO THAT INDICATED IN THE SOIL REPORT, THE GEOTECHNICAL ENGINEER IS TO BE CONTACTED IMMEDIATELY. CLASS M SOIL TYPE FOR ARTICULATED MASONRY STEEL WORK: REFER TO STRUCTURAL ENGINEERS DRAWINGS FOR STEELWORK DETAILS. NB: ALL EXPOSITED STEELWORK MUST BE HOT-DIPPED GALVANIZED. SITE PREPARATION: THE SITE SHALL BE PREPARED IN ACCORDANCE WITH SECTION 6 OF AS2870, PARTICULAR ATTENTION SHOULD BE GIVEN TO THE STRIPPING OF ALL VEGETATION AND TOPSOIL MATERIAL.. THE SITE SHALL BE ADEQUATELY FENCED OFF DURING CONSTRUCTION TO PREVENT PUBLIC ACCESS. ENSURE THE SITE IS SAFE AND SECURE FROM ALL ACCESS DURING NON-CONSTRUCTION PERIODS IN COMPLIANCE WITH AS1926

ALL STORMWATER TO BE TAKEN TO THE LEGAL POINT OF DISCHARGE TO THE RELEVANT AUTHORITIES APPROVAL. ALL FOUNDATION EXCAVATIONS & SITE WORKS SHOULD BE INSPECTED BY A SUITABLY QUALIFIED PERSON TO ENSURE THAT SUBSURFACE CONDITIONS & SITE PREPARATION PROCEDURES ARE IN ACCORDANCE WITH THOSE OUTLINED. IF ANY DOUBTS EXIST THEN THIS NNH ENGINEERS PTY LTD SHOULD BE CONTACTED FOR FURTHER ADVICE. ALL EXCAVATIONS TO BE CARRIED OUT IN ACCORDANCE WITH CONTROLLING AUTHORITIES REQUIREMENTS. THE BUILDER IS TO CHECK ALL LEVELS & DIMENSIONS PRIOR TO COMMENCING ANY WORKS AND ANY DISCREPANCIES ARE TO BE REPORTED TO NNH ENGINEERS PTY LTD.

RMIT - SCHOOL OF ARCHITECTURE AND DESIGN

A00

A00

PROJECT TITLE:

JOB NO:

CONSTRUCTION & WORKING DRAWINGS

SCALE:

DRAWING TITLE:

CHECKED:

SCOTT EMERSON

DATE:

DRAWN:

DENG LUOLIN

GROUP:BD1D

04/11/2019

DRAWING No

4/11/2019 9:33:14 AM, s3749594, LUOLIN_DENG

BUILDING AND PERIMETERS TO BE TREATED AGAINST TERMITE ATTACK

P.O.S

NO.41

EXISTING SINGLE STOREY WEATHERBOARD DWELLING

GENERAL NOTE PROTECTION OF EXISTING TREE & GREENS, EXISTING PAVINGS, STREET FEATURES SUCH AS PLANTS, SIGNS. FOR ENTIRE DURATION OF THE WORKS

SHED

ADJACENT DWELLING (NO.52) ALBERT STREET

2266

PROPOSED SINGLE STOREY ADDITION DP

320

MB

HWS

RL 14.45

LPOD

DP

2250

VER

NO.39 P.O.S

DECK

PROPOSED TWO STOREY ADDITION

PRINCES STREET

PALING FENCE

P.O.S

POST & WIRE DP

DP

10 060 (90°31')

ALBERT STREET EXISTING DOUBLE STOREY BRICK DWELLING

2500

4157

NO.48

NOT FENCED

EXISTING SINGLE STOREY WEATHERBOARD DWELLING

10 060 (00°31')

4040

VER

23 770 (180°31')

PALING FENCE

PROPOSED NEW FENCE & LB

RL 14.65 SHED

HW HW HW

1370

HW

ALL WORKS TO BE UNDERTAKEN TO SATISFACTION OF BUILDING SURVEYOR AND IN STRICT ACCORDANCE WITH AUSTRALIAN STANDARD CODES AND BCA REQUIREMENTS

LB

ADEQUATELY PROTECT ALL ADEQUATELY PROTECT ALL EXISTING STRUCTURES, FENCES ON OR BOUNDING NEIGHBOURING PROPERTIES AS NECESSARY FOR ENTIRE DURATION OF WORKS. UNDERTAKE NO WORK LIKELY TO CAUSE DAMAGE ALL DELIVERIES AND/OR COLLECTIONS OF MATERIALS, TO BE UNDERTAKEN SO AS NOT TO CAUSE INTERFERENCE WITH TRAFFIC FLOW IN THE STREET OR CAUSE INCONVENIENCE TO ADJOINING PROPERTIES. ALL EXISTING AND NEW PLUMBING AND SEWER DRAIN LINES TO BE CONNECTED INTO EXISTING SEWER DRAINAGE SYSTEM. TERMINATE AND/OR DIVERT ALL EXISTING DRAIN LINES NOT REQUIRED FOR THE NEW LAYOUTS TO THE SATISFACTION OF YARRA VALLEY WATER AND ANY OTHER RELEVANT AUTHORITIES. REFER ALSO STRUCTURAL ENGINEERS DRAWINGS & DETAILS REGARDING NEW LINTELS, SUPPORT BEAMS, COLUMNS, NEEDLING, PROPPING ETC.

200

DP

DP RL 14.70

ALSO NOTE REQUIREMENT TO INVESTIGATE NATURE OF EXISING FOOTINGS TO COMMON BOUNDARY WALL PRIOR TO COMMENCEMENT OF ANY DEMOLITION AND/OR CONSTRUCTION WORKS CONTRACTOR TO CONFIRM SETOUT OF NEW WORKS

RL 14.50

HW

HW

EXISTING TWO STOREY BRICK DWELLING

HW

WITH ARCHITECT ON SITE PRIOR TO COMMENCEMENT OF CONSTRUCTION.

3228

PREPARE SPACE FOR ALL SCAFFOLD & PROTECTIVE

NO.37

SCREENS ETC.

FOOTPATH

HW

FOOTPATH

P.O.S

1800

23 770 (180°31')

REFER SURVEY DRAWING PREPARED BY SOUTHERN SURVEYS Pty, Ltd.

LEGEND

AREA SCHEDULE:

EXISTING TREES & TRUNK

SITE COVERAGE: 239.13m²

P.O.S -PRIVATE OPEN SPACE

EXISTING DWELLING: 46.52m² PROPOSE ADDITION: 76.70m² PROPOSE DECK: 13m²

HW - HABITABLE ROOM WINDOW

SITE COVERAGE: 51.52%

RL - REDUCING LEVEL

SOIL CLASSIFICATION: P

VER - VERANDAH

BAL: LOW

LPOD - LEGAL POINT OF DISCHARGE

HWS - HOT WATER SERVICE

DP - DOWN PIPE

QU

SITE PLAN SCALE 1:100 DEVISED FROM CERTIFICATE OF TITLE VOL 2264 FOL 604 TP 607058W NO EASEMENT ON SITE

NORTH POINT

LB - LETTER BOX

TR S N EE

RMIT - SCHOOL OF ARCHITECTURE AND DESIGN PROJECT TITLE:

JOB NO:

A01

CONSTRUCTION & WORKING DRAWINGS

SCALE:

1:100

DRAWING TITLE:

CHECKED:

SCOTT EMERSON

DATE:

SITE PLAN

DRAWN:

DENG LUOLIN

GROUP: BD1D

A01

04/11/2019

DRAWING No

4/11/2019 9:33:24 AM, s3749594, LUOLIN_DENG

T EE

TO BE DEMOLISHED

TO BE RETAINED

SPECIFIC NOTE

EXDP

DECK

VER

REF

P

KITCHEN

LIVING

TO BE DEMOLISHED

S

BEDROOM 1

EW

ALL FIXTURES & FITTINGS TO KITCHEN, LIVING, DINING, BATHROOM, BEDROOM 3, L'DRY TO BE CAREFULLY REMOVED & STORED OF SITE.

ED

DINING

EXISTING HALL RL 14.85

ED

ED

L'DRY WM

TR

BATH

WC

BEDROOM 3

ROBE

BATH

HWS

ROBE

SHED

EXDP

TO BE RETAINED

DW

HP

ROBE

CB

DMMB

FULLY PROTECT ALL EXISTING SURFACES AND FINISHES TO BE RETAINED AND PROTECT PREMISES FROM WEATHER & UNAUTHORISED ACCESS THROUGHOUT THE ENTIRE DURATION OF THE WORKS. REDUCE ANY DAMAGE AS NECESSARY.

BEDROOM 2

SHR

SPECIAL ATTENTION IS DRAWN TO THE REQUIREMENT OF INVESTIGATING EXISTING FOOTINGS OF BOTH COMMON PARTY WALL AND ADJACENT BOUNDARY WALLS PRIOR TO ANY BULK EXCAVATION AND/OR DEMOLITION WORK BEING UNDERTAKEN. YARD OF SUBJECT SITE. REFER SEWER PLAN CONTAINED WITHIN SPECIFICATION. UNDERTAKE NO WORK LIKELY TO ADVERSELY IMPACT ON FUNCTION OF SEWER. MAINTAIN FULLY OPERATIONAL THROUGHOUT DURATION OF THE WORKS

LEGEND

EW

VER - VERANDAH HWS - HOT WATER SERVICE

VB

S - SINK REF - REFRIGERATOR DW - DISH WASHER H.P - HOT PLATE VB - VANITY BASIN

TO BE DEMOLISHED

TO BE RETAINED

WM - WASHING MACHINE

GENERAL NOTE

SHR - SHOWER

ALL RELATIVE PEOPLE CONFIRM ALL DEMOLITION ON SITE PRIOR.

W.C.- TOILET

CONTRACTOR TO VERIFY EXISTING CONDITION. NOTIFY THE ARCHITECT IMMEDIATELY OF ANY

TR - TROUGH

DISCREPANCIES.

P - PANTRY

ASBESTOS REMOVED BY LICENSED CONTRACTOR.

DMMB - DEMOLISHED MATER

DEMOLITION CONTRACTOR IS TO OBTAIN LEGAL PERMIT BEFORE COMMENCING ANY WORK.

BOX

REFER ALSO STRUCTURAL ENGINEERS DRAWINGS & DETAILS REGARDING NEW LINTELS,

EXDP - EXISTING DOWN PIPE

SUPPORT BEAMS, COLUMNS, NEEDLING, PROPPING AND OTHER PROCEDURES.

LB - LETTER BOX EW - EXISTING WINDOW

ALL WORK ACCORDANCE WITH ALL NCC & AS CODE REQUIREMENT

ED - EXISTING DOOR

COMPLY WITH LOCAL JURISDICTION REQUIREMENTS FOR RECYCLING AND TREATMENT OF ITEMS TO

L'DRY - LAUNDRY

BE RECYCLED.

EXISTING TO REMAIN

PROTECT ALL EXISTING SURFACES, FINISHES, GARDEN AREAS, ASSOCIATED WITH ANY ADJACENT

EXISTING TO BE DEMOLISHED

RESIDENCE. UNDERTAKE NO WORK LIKELY TO AFFECT/IMPACT ON ANY ADJACENT RESIDENCE.

EXISTING TREES & TRUNK RL - REDUCING LEVEL

TO PREVENT THE SPREAD OF DUST TO ADJACENT AREAS/BUILDINGS.TO ENSURE MINIMUM

EXISTING AND DEMOLITION PLAN

INTERFERENCE WITH STREETS, WALK WAYS & OTHER ADJACENT OCCUPIED OR USED FACILITIES. NORTH POINT

SCALE 1:50

RMIT - SCHOOL OF ARCHITECTURE AND DESIGN

A02

PROJECT TITLE:

JOB NO:

A02

CONSTRUCTION & WORKING DRAWINGS

SCALE:

1:50

DRAWING TITLE:

CHECKED:

SCOTT EMERSON

DATE:

EXISTING AND DEMOLITION PLAN

DRAWN:

DENG LUOLIN

GROUP:BD1D

04/11/2019

DRAWING No

4/11/2019 9:33:34 AM, s3749594, LUOLIN_DENG

CB - CUPBOARD OVERHEAD

GENERAL NOTE DIAL BEFORE YOU DIG: CONTRACTOR MUST DIAL 1100 TO CONFIRM LOCATION OF EXISTING SERVICES AND COMPLY WITH ANY AUTHORITY REQUIREMENTS REGARDING EXISTING SERVICES PRIOR TO COMMENCEMENT OF ANY WORKS. 100 X 100 CONCRETE STUMP F2 - 500 X 500 X 400 MM THICKNESS CONCRETE STUMP PAD FOOTING WITH SL82 MESH BOTTOM B16 - 2/ 190 X 45 F7 TREATED PINE

90 X 45 MM F7 TREATED PINE PLATE FIXED TO B15 TO SUPPORT DECK JOISTS

THESE DRAWING SHALL BE READ IN CONJUNCTION WITH STRUCTURAL ENGINEERING FRAMING PLAN AND OTHER CONSULTANTS' DRAWING AND SPECIFICATIONS AND WITH SUCH OTHER WRITTEN INSTRUCTIONS AS MAY BE ISSUED DURING THE COURSE OF THE CONTRACT. ALL THE DISCREPANCIES SHALL BE REFERRED TO THE ARCHITECT FOR DESIGN BEFORE PROCESSING WITH THE WORK.

L'DY DECK FRAMING NOMINAL 100MM BELOW FLOOR FRAME

ALL WORKS TO BE IN ACCORDANCE WITH NCC ALL WORKS TO COMPLY WITH AS 2870 ALL FRAMING TO COMPLY WITH AS 1684-4-2010

MAKE GOOD TO REAR STUMP UNDER EXISTING BUILDING WHERE NECESSARY DURING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE STRUCTURE IN A STABLE CONDITION AND ENSURING NO PART SHALL BE OVERSTRESSED UNDER CONSTRUCTION ACTIVITIES. FOOTING ARE TO BE FOUNDED IN ORIGINAL UNDISTURBED GROUND HAVING A SAFE BEARING CAPACITY AS NOTED. EXCAVATED SUB FLOOR SPACE AS NECESSARY TO PROVIDE MINIMUM 450 MM CLEARANCE UNDER FRAME CONFIRM SETOUT WITH SITE FORMER PRIOR TO COMMENCEMENT OF ANY WORKS B14 - 190 X 45 F17 KDHW

UNDERTAKE NO WORK LIKELY TO IMPACT ON ANY EXISTING ADJOINING PROPERTY FOOTING NOTES: 1. ALL FOOTING HAVE BEEN DESIGNED IN ACCORDANCE WITH SOIL REPORT NO. 20120539 BY D.M. LAWRANCE SOIL TESTING PTY.LTD 2. SITE CLASSIFICATION - CLASS 'P' 3. LONG SPAN JOISTS AND FOOTING SYSTEM IS SPECIFICALLY DESIGNED BY A QUALIFIED ENGINEER. 4. ALL FOOTINGS ARE TO BE FOUNDED ON NATURAL CLAY AT A

B15 - 190 X 45 F7 TREATED PINE B16 - 2/ 190 X 45 F7 TREATED PINE

DEPTH OF 1500MM OR ON NATURAL COMPETENT ROCK COLUMN C1 ECCENTRICALLY LOCATION ON F1 PAD FOOTING. REFER ALSO TO ENGINEERS DETAILS C1 - 90 X 90 X 6 MM SHS COLUMN BOLTED TO PAD FOOTING OVER F1 - 700 X 700 X 400 MM THICKNESS CONCRETE STUMP PAD FOOTING BOTTOM

(WHICHEVER IS SHALLOWER), WHERE AN ALLOWABLE BEARING CAPACITY OF 200 kPa (MIN) EXISTS. 5. FOR FUTURE RECOMMENDATION REFER TO SOIL REPORT & RELEVANT ENGINEERING DRAWING.

WITH SL 81 MESH

LEGEND 100 X100 CONCRETE STUMP

J - FLOOR JOIST

F2 - 500 X 500 X 400MM THICKNESS

J1 - 190 X 45 F17 KDHW @ 450 CTS MAX

CONCRETE STUMP PAD FOOTING WITH SL82 MESH BOTTOM

B - BEARER

90 X 90 X 6.0MM SHS COLUMN BOLTED

B14 - 190 X 45 F17 KDHW

TO PAD FOOTING

B15 - 190 X 45 F17 KDHW

F1 - 700 X 700 X 400MM THICKNESS

TREATED PINE TO DECK AREA

CONCRETE STUMP PAD FOOTING

B16 - 2/190 X 45 F17 KDHW

WITH SL81 MESH BOTTOM

TREATED PINE TO DECK AREA CL - CENTER LINE C.O.S - CHECK ON SITE

SUB FLOOR FRAMING PLAN NORTH POINT

SCALE 1:50

RMIT - SCHOOL OF ARCHITECTURE AND DESIGN

A03

PROJECT TITLE:

JOB NO:

A03

CONSTRUCTION & WORKING DRAWINGS

SCALE:

1:50

DRAWING TITLE:

CHECKED:

SCOTT EMERSON

DATE:

SUB FLOOR PLAN

DRAWN:

DENG LUOLIN

GROUP:BD1D

04/11/2019

DRAWING No

4/11/2019 9:33:57 AM, s3749594, LUOLIN_DENG

J2 - 190 X 45 F7 TREATED PINE @ 450 CTS MAX

TITLE BOUNDARY

9600 7200 90

4110

152

1240

50

1003

2400 800

1240

90

1970

90

610

2205

900

GENERAL NOTE

90

1740

1410

DWELLING: STRUCTUTAL GROUND FLOOR TO CEILING HEIGHT IS 2700

810

600

FINISH FLOOR LEVEL SHOULD CONSISTENT EVEN WITH VARIOUS FINISH MATERIAL. CARPET-FINISH BEDROOMS AND TILE-FINISH WET AREA MAY ADD CEMENT BOARD BELOW TO MATCH 20MM THICK TIMBER FLOOR IN DINING, LIVING AND HALL AREA.

TITLE BOUNDARY

R.H OVER H.P

D 08

FULLY GLAZED TIMBER L'DY DOOR TO AS 1288

REF

750

CB

W 07

KITCHEN TILE

CB

DW

CONCRETE RL 14.55

DS

250 X 250 MM WHITE TILES TO THE WET AREA MORE DETAIL REFER TO KITCHEN DETAIL DRAWING

DS

SOIL CLASSIFICATION: P DP

D 06

HWS DP

L'DY TILE

UP

GROUND FLOOR ROOF @ 2° TRUSS WITH TRAY DECK ROOF BY LYSAGHT ROBE

VER

BEDROOM 1 CARPET

TIMBER BOARD

800

PROVIDE SMOKE ALARM AS 3786 & BCA REQUIREMENTS

DR

830

250 X 250 MM WHITE TILES TO THE WET AREA

MORE DETAIL REFER TO STAIR DETAIL DRAWING

1250

BATHROOM SHALL BE PROVIDED WITH MECHANICAL VENTILATION

D 02

B 9

D 07

DINING TIMBER

90

2940W X 2500H BI-FOLD DOOR

B3 OVER

B4 OVER

LINE OF FLOOR TRIMMING BEAMS OVER SHOWN DASHED DOT. REFER TO THE STRUCTURE ENGINEER'S DRAWING

FINISH FLOOR LEVEL SHOULD CONSISTENT EVEN WITH VARIOUS FINISH MATERIAL. CARPET-FINISH BEDROOMS AND TILE-FINISH WET AREA MAY ADD CEMENT BOARD BELOW TO MATCH 20MM THICK TIMBER FLOOR IN DINING, LIVING AND HALL AREA.

ROOF ABOVE

6740

2940

90 1230

ALL GLASS AND GLAZING MUST COMPLY WITH AS 1288

W 01

TR

P

1265

DS

D 04

PO

SB

D 05 CHANGE OF EXISTING TO NEW DWELLING

HALL TIMBER

D 01

SA

STAIR CONSTRUCTION REFER TO STAIR DETAIL DRAWING

B 9

CHANGE OF LEVEL AND FLOOR MATERIAL

KITCHEN CONSTRUCTION REFER TO KITCHEN DETAIL DRAWING

RL 14.85

SHR

VB

ARTIFICIAL LIGHTING TO COMPLY WITH NCC 3.12.5.5

D 03

PO

PERGOLA CONSTRUCTION REFER TO PERGOLA DETAIL DRAWING REFER TO DOOR & WINDOW SCHEDULE FOR FRAME MATERIAL AND FINISH

SELF

1307

2450

ALL FRAMING MUST COMPLY WITH AS 1684

C1

RL 14.85

BATH

LIVING

ROBE

TILE

TIMBER

DS

1198

90

1000 270

W 04 90MM DIAMETER LYSAGHT ZINCALUME DP

B8 OVER

DS

B9 OVER

W 03 C1

BEDROOM 2 CARPET

WC

W 02

ALL BEAMS REFER TO ENGINEERING DRAWING FOR FURTHER DETAIL

EXISTING FLOOR TO REMAIN

PO

840 160

FIRST FLOOR SKILLION ROOF @ 15° TRUSS CONSTRUCTION WITH CORRUGATED STEEL SHEET ROOF BY LYSAGHT

PO

WM

S

ISLAND BENCH

DS

NO PART OF THE BUILDING SHALL PROJECT BEYOND THE BOUNDARY LINE.

DP

WINDOW & DOOR FRAME REFER TO WINDOW & DOOR SCHEDULE

INSTALLATION OF ALL SERVICES SHALL COMPLY WITH THE RESPECTIVE SUPPLY AUTHORITY REQUIREMENTS. EXISTING 90MM TIMBER FRAMED WALL

FIRE RATED BOUNDARY WALL BORAL OUTR WALL 60

TITLE BOUNDARY

MAKE GOOD TO EXISTING WHERE NECESSARY DUE TO BUILDING WORKS.

PO

A 8

TITLE BOUNDARY

LEGEND L'DY - LAUNDRY

DR - DRYER

VER - VERANDAH

SHR - SHOWER

D - DOOR

W.C.- TOILET

W - WINDOW

DP - DOWN PIPE

TR - TROUGH

MB - METER BOX

S - SINK

RH - RANGE HOOD OVER

SA - SMOKE ALARM

SB - SWITCH BOX

REF - REFRIGERATOR

W.M.- WASHING MACHINE

DW - DISH WASHER

HWS - HOT WATER SERVICE

H.P - HOT PLATE

CB - CUPBOARD BELOW

O.V - OVEN BELOW

SELF - SEALING EXHAUST FAN

P - PANTRY

GROUND FLOOR PLAN SCALE 1:50

VB - VANITY BASIN NORTH POINT

RMIT - SCHOOL OF ARCHITECTURE AND DESIGN PROJECT TITLE:

JOB NO:

A04

CONSTRUCTION & WORKING DRAWINGS

SCALE:

1:50

DRAWING TITLE:

CHECKED:

SCOTT EMERSON

DATE:

GROUND FLOOR PLAN

DRAWN:

DENG LUOLIN

GROUP: BD1D

A04

04/11/2019

DRAWING No

4/11/2019 9:34:39 AM, s3749594, LUOLIN_DENG

8490

DP

MB

L'DY LANDING

W 08

B7 OVER

MORE DETAIL REFER TO PERGOLA DETAIL DRAWING

957

C1

O.V BELOW B6 OVER

DS

DECK

TIMBER BOARD RL 14.82

CB

A 8

1050

800

2620

PO

W 06

W 05 DP

750

1018

90

2400

SELECTED WEATHER BOARD CLADDING ON 90MM INTERNAL STUD WALLS CONSTRUCTION PROVIDE WALL INSULATION TO ENERGY AUDIT 10MM PLASTERBOARD LINING AMC M45A MODERN SKIRTING BOARDS

TITLE BOUNDARY

8880 690 90

600

8190 90

3875 3945

90 610

3055

90

2563

610

900

90

1153

GENERAL NOTE DWELLING: STRUCTUTAL GROUND FLOOR TO CEILING HEIGHT IS 2700

RAINWATER HEAD & DP WALL CAPPING 300MM BOX GUTTER

DP

DP

L'DY LANDING W 15

120

90

TRAY DECK ROOF AT 2° PITCH EBLOW

RAINWATER HEAD & DP

FIRST FLOOR SKILLION ROOF @ 15° TRUSS CONSTRUCTION WITH CORRUGATED STEEL SHEET ROOF BY LYSAGHT

610

TREADED PINE TIMBER

W 13

W 14

SHR

BATH

SB WC

2450

RL 14.82

SELECTED WEATHER BOARD CLADDING ON 90MM INTERNAL STUD WALLS CONSTRUCTION PROVIDE WALL INSULATION TO ENERGY AUDIT 10MM PLASTERBOARD LINING AMC M45A MODERN SKIRTING BOARDS

ALL FRAMING MUST COMPLY WITH AS 1684 ALL GLASS AND GLAZING MUST COMPLY WITH AS 1288

SELF

D 09

BEDROOM 3

BIR

ENSUITE

EXISTING DWELLING

TILE

5030

D 10

STAIR CONSTRUCTION REFER TO STAIR DETAIL DRAWING

SA

ARTIFICIAL LIGHTING TO COMPLY WITH NCC 3.12.5.5

RETREAT

REFER TO DOOR & WINDOW SCHEDULE FOR FRAME MATERIAL AND FINISH

CARPET

PO

WINDOW & DOOR FRAME REFER TO WINDOW & DOOR SCHEDULE

W 11

W 10

ROOF OUTLINE ABOVE

610

RL 17.85

W 12

ALL BEAMS REFER TO ENGINEERING DRAWING FOR FURTHER DETAIL NO PART OF THE BUILDING SHALL PROJECT BEYOND THE BOUNDARY LINE. INSTALLATION OF ALL SERVICES SHALL COMPLY WITH THE RESPECTIVE SUPPLY AUTHORITY REQUIREMENTS. MAKE GOOD TO EXISTING WHERE NECESSARY DUE TO BUILDING WORKS.

ROOF OUTLINE ABOVE TRAY DECK ROOF AT 2° PITCH BELOW

PROVIDE SMOKE ALARM AS 3786 & BCA REQUIREMENTS BATHROOM SHALL BE PROVIDED WITH MECHANICAL VENTILATION

DOWN

120

90

850

W 9

VB

3770

4790

6490

90

CARPET

TRAY DECK ROOF AT 2° PITCH

850

PO

PERGOLA

FINISH FLOOR LEVEL SHOULD CONSISTENT EVEN WITH VARIOUS FINISH MATERIAL. CARPET-FINISH BEDROOMS SHOULD MATCH TILE-FINISH WET AREA

450MM BOX GUTTER RAINWATER HEAD & DP

LEGEND TITLE BOUNDARY

300MM BOX GUTTER WALL CAPPING RAINWATER HEAD & DP

BIR - BUILD-IN ROBE

TITLE BOUNDARY

RL - REDUCED LEVEL D - DOOR W - WINDOW SB - SERVICE BOX SA - SMOKE ALARM VB - VANITY BASIN SHR - SHOWER DP - DOWN PIPE RWH - RAINWATER HEAD

HWS - HOT WATER SERVICE SELF - SEALING EXHAUST FAN

FIRST FLOOR PLAN NORTH POINT

SCALE 1:50

RMIT - SCHOOL OF ARCHITECTURE AND DESIGN

A05

PROJECT TITLE:

JOB NO:

A05

CONSTRUCTION & WORKING DRAWINGS

SCALE:

1:50

DRAWING TITLE:

CHECKED:

SCOTT EMERSON

DATE:

FIRST FLOOR PLAN

DRAWN:

DENG LUOLIN

GROUP:BD1D

04/11/2019

DRAWING No

4/11/2019 9:35:27 AM, s3749594, LUOLIN_DENG

W.C.- TOILET

ROOF CAPPING AS REQUIRED

General Notes

400 X 32 FASCIA BOARD

MATERNALS AND WORKMANSHIP ARE TO BE IN ACCORDANCE WITH RELEVANT CODE AND VICTORIAN BUILDING REGULATIONS.

SKILLION ROOF @ 15° TRUSS CONSTRUCTION WITH LYSAGHT CORRUGATED SHEET STEEL ROOF

ALL FRAMING MUST COMPLY WITH AS1684

400 EAVES OVERHANG WITH 4.5MM THICKNESS CEMENT SHEET

ALL GLAZING SHALL BE IN ACCORDANCE WITH AS1288

SCL

WINDOW SIZES NOMINATED ARE NOMINAL ONLY, ACTUAL SIZE MAY VERY ACCOURDING TO MANUFACTURER AND SCHEDULE DRAWING. WINDOW TO BE FLASHED & SEALED ALL AROUND.

W 11

1030

2700

35 X 35 EXTERNAL WEATHERBOARD BOXED CORNER WEATHER BOARD CLADDING AS MANUFACTURE SPEC.

W 10

STEGBAR AWING WINDOW REFER TO WINDOW SCHEDULE

INSTALLATION OF ALL SERVICES SHALL COMPLY WITH THE RESPECTIVE SUPPLY AUTHORITY REQUIREMENTS.

1070

PROVIDED WALL CAPPING AS REQUIED EXISTING GUTTER & FASCIA

MAKE GOOD PROTECTION TO EXISTING TREE ALL BEAMS REFER TO ENGINEERING DRAWING FOR FURTHER DETAIL

SFL RAINWATER HEAD & DP SCL

SPECIFIC NOTES

REFER TO PERGOLA DETAIL

2700

USING PLINTH BOARD TO ENCLOSE SUBFLOOR, PROVIDE VENTILATION EAVES OVERHANG IS VARY ACCORDING TO THE SUN PATH WINDOWS AND DOORS REFER TO WINDOW & DOOR SCHEDULE FOR DETAIL

FIRE RATED BOUNDARY WALL BORAL OUTR WALL 60 SFL N.G.L

EAST ELEVATION

90MM DOWN PIPE PROVIDED ON COLORBOND 115 QUAD GUTTER ON 400 X 32 FASCIA PRIMED & PAINTED

150MM PLINTH BOARD ENCLOSE SUB-FLOOR PROVIDE VENTILATION

SCALE 1:50

TITLE BOUNDARY

TITLE BOUNDARY

SCL

CORRUGATED SHEET STEEL ROOF @ 15° TRUSS BY LYSAGHT PROVIDE GUTTER AND FASCIA

THE ROOF FORM IS SKILLION ROOF

600MM EAVES OVERHANG WITH 4.5MM THICKNESS CEMENT SHEET LONGER EAVE TO AVOID WEST SUNLIGHT 90MM DIA DOWN PIPE

W 9

2100

35 X 35 EXTERNAL WEATHERBOARD BOXED CORNER

EXISTING GUTTER & FASCIA SFL SCL

2700

W 2

D 01

W 1

STEGBAR AWING WINDOW REFER TO WINDOW SCHEDULE

150MM PLINTH BOARD ENCLOSE SUB-FLOOR PROVIDE VENTILATION

SFL

RMIT - SCHOOL OF ARCHITECTURE AND DESIGN

N.G.L

NORTH ELEVATION

SCALE 1:50

A06

PROJECT TITLE:

JOB NO:

A06

CONSTRUCTION & WORKING DRAWINGS

SCALE:

1:50

DRAWING TITLE:

CHECKED:

SCOTT EMERSON

DATE:

NORTH & EAST ELEVATIONS

DRAWN:

DENG LUOLIN

GROUP:BD1D

04/11/2019

DRAWING No

4/11/2019 9:40:49 AM, s3749594, LUOLIN_DENG

2700

WEATHER BOARD CLADDING AS MANUFACTURE SPEC.

ROOF CAPPING AS REQUIRED

General Notes

SKILLION ROOF @ 15° TRUSS CONSTRUCTION WITH LYSAGHT CORRUGATED SHEET STEEL ROOF

MATERNALS AND WORKMANSHIP ARE TO BE IN ACCORDANCE WITH RELEVANT CODE AND VICTORIAN BUILDING REGULATIONS.

400 EAVES OVERHANG WITH 4.5MM THICKNESS CEMENT SHEET SCL

ALL FRAMING MUST COMPLY WITH AS1684

GUTTER AS MANUFACTURE SPEC 400 X 32 FASCIA BOARD

ALL GLAZING SHALL BE IN ACCORDANCE WITH AS1288

W 15 AW

1030

2700

600

35 X 35 WEATHERBOARD BOXED CORNER W 14

WINDOW SIZES NOMINATED ARE NOMINAL ONLY, ACTUAL SIZE MAY VERY ACCOURDING TO MANUFACTURER AND SCHEDULE DRAWING. WINDOW TO BE FLASHED & SEALED ALL AROUND.

WEATHER BOARD CLADDING AS MANUFACTURE SPEC. 90MM DIA DOWNPIPE

1070

1500

AW

PROVIDED WALL CAPPING AS REQUIED

EXISTING GUTTER & FASCIA

SFL

INSTALLATION OF ALL SERVICES SHALL COMPLY WITH THE RESPECTIVE SUPPLY AUTHORITY REQUIREMENTS.

RAINWATER HEAD & DP

MAKE GOOD PROTECTION TO EXISTING TREE ALL BEAMS REFER TO ENGINEERING DRAWING FOR FURTHER DETAIL

RAINWATER HEAD & DP

REFER TO PERGOLA DETAIL

W 07 600

1030

DP

DP

MB

HWS

D 09

AW

AW

W 06

AW

W 05

SPECIFIC NOTES USING PLINTH BOARD TO ENCLOSE SUBFLOOR, PROVIDE VENTILATION

STEGBAR AWING WINDOW REFER TO WINDOW SCHEDULE

EAVES OVERHANG IS VARY ACCORDING TO THE SUN PATH

1000

1070

2700

SCL

SFL N.G.L

150MM PLINTH BOARD ENCLOSE SUB-FLOOR PROVIDE VENTILATION

L'AU GLAZED DOOR REFER TO DOOR SCHEDULE

WEST ELEVATION

SCALE 1:50

WINDOWS AND DOORS REFER TO WINDOW & DOOR SCHEDULE FOR DETAIL 90MM DOWN PIPE PROVIDED ON COLORBOND 115 QUAD GUTTER ON 400 X 32 FASCIA PRIMED & PAINTED THE ROOF FORM IS SKILLION ROOF

TITLE BOUNDARY

TITLE BOUNDARY

CORRUGATED SHEET STEEL ROOF @ 15° TRUSS BY LYSAGHT 200 EAVES OVERHANG WITH 4.5MM THICKNESS CEMENT SHEET SHORTER EAVE ALLOWING SUNLIGHT IN HOUSE GUTTER AS MANUFACTURE SPEC SCL

W 13

STEGBAR AWING WINDOW REFER TO WINDOW SCHEDULE

W 12

35 X 35 EXTERNAL WEATHERBOARD BOXED CORNER 1070

WEATHER BOARD CLADDING AS MANUFACTURE SPEC. PROVIDED WALL CAPPING AS REQUIED

RWH & DP

SFL

RAINWATER HEAD & 90MM DIA DP SCL

1030 D 08

2100

2700

W 04 D 07

1070

STEGBAR AWING WINDOW REFER TO WINDOW SCHEDULE

SFL N.G.L

150MM PLINTH BOARD ENCLOSE SUB-FLOOR PROVIDE VENTILATION KITCHEN AND DINING GLAZED DOOR REFER TO DOOR SCHEDULE

SOUTH ELEVATION

SCALE 1:50

RMIT - SCHOOL OF ARCHITECTURE AND DESIGN

A07

PROJECT TITLE:

JOB NO:

A07

CONSTRUCTION & WORKING DRAWINGS

SCALE:

1:50

DRAWING TITLE:

CHECKED:

SCOTT EMERSON

DATE:

SOUTH & WEST ELEVATIONS

DRAWN:

DENG LUOLIN

GROUP:BD1D

04/11/2019

DRAWING No

4/11/2019 9:41:28 AM, s3749594, LUOLIN_DENG

2700

1030

90MM DIA DOWNPIPE

TITLE BOUNDARY

READ THIS DRAWING IN CONJUNCTION WITH ENGINEERING DRAWINGS

ROOF LYSAGHT CORRUGATED SHEET STEEL ROOF TRUSS AT 15° PITCH ON 300 X 38 F17 KDHW RAFTER @ 450 MAX CTS ON PROVIDE SARKING TO MANUFACTURER'S SPECIFICATION BIRD MOUTH NOTCH/CUT CONNECT TO 90 X 45 DOUBLE TOP PLATE

SCL

General Notes

TITLE BOUNDARY

ROOF EAVE 200 EAVES OVERHANG WITH 4.5MM THICKNESS CEMENT SHEET

COLORBOND 115 QUAD GUTTER ON 400 X 32 FASCIA PRIMED & PRINTED

REFER TO STRUCTURAL ENGINEERS DRAWING FOR BEAMS CONSTRUCTION, STEELWORK DETAILS AND FOOTING CONSTRUCTION EVACUATION 150MM BELOW BEARER ALL FRAMING MUST COMPLY WITH AS 1684

1 10

1000

1500 BATH

300MM WIDE BOX GUTTER

TRAY DECK ROOF AT 2° PITCH & BOX GUTTER COLORBONE FINISH REFER ALSO TO DETAIL DRAWING INSULATION TO ENERGY AUDIT REQUIREMENT PROVIDE SARKING TO MANUFACTURER'S SPEC

RETREAT 1070

ENSUITE

TRAY DECK ROOF AT 2° PITCH INSULATION TO ENERGY AUDIT REQUIREMENT PROVIDE SARKING TO MANUFACTURER'S SPEC

1030

W 9

600

ROOF EAVE 600 EAVES OVERHANG WITH 4.5MM THICKNESS CEMENT SHEET LONGER EAVES TO AVOID WESTERN SUNLIGHT 2100

2700

ALL GLAZING SHALL BE IN ACCORDANCE WITH AS 1288

STEGBAR AW0626 AWNING WINDOW ON REFER TO WINDOW SCHEDULE 90X45 HEAD TRIMMER ON 175X45 LINTEL

FLOOR 20MM TIMBER FLOOR FINISH ON 19MM ENGINEERING FLOOR LINING BY BORAL PROVIDE 65 X 18 AMC M45A

2100

2700

WALL WEATHER BOARD CLADDING ON 90MM INTERNAL STUD WALLS PROVIDE WALL INSULATION TO ENERGY AUDIT 10MM PLASTERBOARD LINING

WINDOW SIZE NOMINATED ARE NOMINAL ONLY ACTUAL SIZE MAY VARY ACCORDING TO MANUFACTURER OR REFER TO WINDOW AND DOOR SCHEDULE INSTALLATION OF ALL SERVICES SHALL COMPLY WITH THE RESPECTIVE SUPPLY AUTHORITY REQUIREMENTS. ALL EXPOSITED STEELWORK MUST BE HOT-DIPPED GALVANIZED

SFL SCL

REFER TO STAIR DETAIL TO STAIR CONSTRUCTION

B9

B7 - 2/240 X 45 F17 KDHW REFER TO STAIR DETAIL

W 08

W 03

HALL

LIVING

10MM PLASTER BOARD LINING BY BORAL ON 248MM POSI-STRUT TRUSS TO MANUFACTURER'S SPEC -PROVIDE CEILING INSULATION -SCOTIA PLASTER CORNICES

WINDOWS TO BE FLASHED & SEALED ALL AROUND. MORE DETAIL REFER TO DETAIL DRAWING ON A10 TERMITE CONTROL INCLUDE TERMI-MESH AND GRANITGARD PROVIDED COMPLY WITH AS 3660.

BORAL OUTRWALL60 FIRE RATED WALL BUILD ACCORDANCE WITH MANUFACTURERS SPEC REFER TO DETAILS DRAWING FOR FURTHER INFO

MODERN SKIRTING BOARDS N.G.L

-

PROVIDE TERMITE CONTROL AS REQUIRED RL 14.55

SUB FLOOR 125 X 125 GALVANISED STEEL ANT CAPS 100 X 100 CONC. STUMP SET MIN 160MM INTO 500 X 500 X 400 DEEP CONC. STUMP PAD. REFER TO ENGINEERING DRAWINGS

J1 B14

RL 14.60

2 10

SECTION A-A SCALE 1:50

RMIT - SCHOOL OF ARCHITECTURE AND DESIGN

A08

PROJECT TITLE:

JOB NO:

A08

CONSTRUCTION & WORKING DRAWINGS

SCALE:

1:50

DRAWING TITLE:

CHECKED:

SCOTT EMERSON

DATE:

SECTION AA

DRAWN:

DENG LUOLIN

GROUP:BD1D

04/11/2019

DRAWING No

4/11/2019 9:46:56 AM, s3749594, LUOLIN_DENG

SFL

General Notes ROOF LYSAGHT CORRUGATED SHEET STEEL ROOF TRUSS AT 15° PITCH 300 X 38 F17 KDHW RAFTER @ 450 MAX CTRS ON PROVIDE SARKING TO MANUFACTURER'S SPECIFICATION NAILING PLATE CONNECTION

TITLE BOUNDARY

BIR

BEDROOM 3

ALL GLAZING SHALL BE IN ACCORDANCE WITH AS 1288 WINDOW SIZE NOMINATED ARE NOMINAL ONLY ACTUAL SIZE MAY VARY ACCORDING TO MANUFACTURER OR REFER TO WINDOW AND DOOR SCHEDULE

RETREAT RL 17.85

1000

1070

4 10

INSTALLATION OF ALL SERVICES SHALL COMPLY WITH THE RESPECTIVE SUPPLY AUTHORITY REQUIREMENTS.

B4 - 2/240 X 45 F17 KDHW

SFL BULKHEAD

TIMBER FRAME PERGOLA PAINT FINISH REFER TO DETAIL DRAWINGS

CB

FLOOR 20MM TIMBER FLOOR FINISH ON 19MM ENGINEERING FLOOR LINING BY BORAL -PROVIDE 65 X 18 SKIRTING PRIMED & PAINTED -PROVIDE TERMITE CONTROL AS REQUIRED

B3 - 250UC73

W 07 W 05 D 07

STEGBAR BD2151 BI-FOLD DOOR SECTION DECK FRAMED WITH SELECTED DECK BOARD SFL

ISLAND BENCH

ALL EXPOSITED STEELWORK MUST BE HOT-DIPPED GALVANIZED

B5 - 2/190 X 45 F17 KDHW

RH OVER

DINING

W 06

RL 14.85

KITCHEN BEYOND REFER TO KITCHEN DETAIL DRAWING

REFER TO STAIR DETAIL

900

2100

ALL FRAMING MUST COMPLY WITH AS 1684

TRAY DECK ROOF AT 2° PITCH INSULATION TO ENERGY AUDIT REQUIREMENT PROVIDE SARKING TO MANUFACTURER'S SPEC

1030

W 14

EVACUATION 150MM BELOW BEARER

WINDOWS TO BE FLASHED & SEALED ALL AROUND.

1200

2100

D 02

D 05

MORE DETAIL REFER TO DETAIL DRAWING ON A10

HALL

TERMITE CONTROL INCLUDE TERMI-MESH AND GRANITGARD PROVIDED COMPLY WITH AS 3660.

KICKPLATE

J2

N.G.L

B15

J1 - 190 X 45 F17 KDHW @450 CTS MAX B15

B14

B14

B14

B14

LEGEND CB - CUPBOARD

SUB FLOOR 125 X 125 GALVANISED STEEL ANT CAPS 100 X 100 CONC. STUMP SET MIN 160MM INTO 500 X 500 X 400 DEEP CONC. STUMP PAD. SEE ENGINEERING DRAWINGS FOR FURTHER DETAIL 700 X 700 X 400 DEEP CONC. STUMP PAD.

RH - RANGE HOOD

3 10

BIR - BUILD-IN ROBE

SECTION B-B SCALE 1:50

RMIT - SCHOOL OF ARCHITECTURE AND DESIGN

A09

PROJECT TITLE:

JOB NO:

A09

CONSTRUCTION & WORKING DRAWINGS

SCALE:

1:50

DRAWING TITLE:

CHECKED:

SCOTT EMERSON

DATE:

SECTION BB

DRAWN:

DENG LUOLIN

GROUP:BD1D

04/11/2019

DRAWING No

4/11/2019 9:47:18 AM, s3749594, LUOLIN_DENG

2700

WALL SELECTED WEATHER BOARD CLADDING ON 90MM INTERNAL STUD WALLS CONSTRUCTION PROVIDE WALL INSULATION TO ENERGY AUDIT 10MM PLASTERBOARD LINING AMC M45A MODERN SKIRTING BOARDS

248MM POSI-STRUT TRUSS TO MANUFACTURER'S SPEC -PROVIDE CEILING INSULATION TO ENERGY AUDIT REQUIREMENTS

2700

REFER TO STRUCTURAL ENGINEERS DRAWING FOR BEAMS CONSTRUCTION, STEELWORK DETAILS AND FOOTING CONSTRUCTION

EAVES 400 EAVES OVERHANG WITH 4.5MM THICK CEMENT SHEET

SCL

SCL

READ THIS DRAWING IN CONJUNCTION WITH ENGINEERING DRAWINGS

ROOF CAPPING AS REQUIRED

CORRUGATED SHEET STEEL ROOF BY LYSAGHT 190X30 FASCIA PRIMED & PRINTED 50 X 25 ROOF BATTEN 300 X 38 F17 KDHW RAFTER @ 450 MAX CTS ON ROOF TRUSS AT 15° PITCH 200 EAVES OVERHANG ON 4.5MM THICKNESS CEMENT SHEET

2.5R INSTALLATION

38 X 25 CEILING BATTEN 38 X 25 CEILING BATTEN 10MM THICK PLASTERBOARD

EXISTING BUILDING

REFER TO STAIR DETAIL DRAWING

BIRD MOUTH NOTCH/CUT CONNECT TO 90 X 45 DOUBLE TOP PLATE

90MM STUDWALL WITH INSULATION WEATHERBOARD CLADDING

WEATHERBOARD CLADDING PAINT FINISH

TRAY DECK ROOF AT 2° PITCH & BOX GUTTER. COLORBOND FINISH

90MM STUDWALL WITH INSULATION

PROVIDE SARKING AND FLASHING TO MANUFACTURER'S SPEC

175 X 45 LINTEL

SARKING UNDER WEATHERBOARD CLAD

FLASHING 90 X 45 HEAD TRIMMER STEGBAR AWNING WINDOW SECTION ON BEAM REFER TO ENGINEERING DRAWING

ARCHITRAVE PRIMED & PRINTED JOINT TO THE WALL WEATHER BOARD CLADDING REFER TO WINDOW SCHEDULE

DETAIL

4 9

1:10 FLOOR 20MM TIMBER FLOOR FINISH ON 19MM ENGINEERING FLOOR LINING BY BORAL PROVIDE 65 X 18 AMC M45A MODERN SKIRTING BOARDS PROVIDE TERMITE CONTROL AS REQUIRED J1 - 190 X 45 F17 KDHW @ 450 CTS MAX

B14 - 190 X 45 F17 KDHW

10MM PLASTERBOARD LINING BY BORAL

TRAY DECK ROOF AT 2° PITCH & BOX GUTTER. COLORBOND FINISH PROVIDE SARKING AND FLASHING

90MM STUDWALL WITH INSULATION

N.G.L

TO MANUFACTURER'S SPEC CAPPING 19MM ENGINEERING FLOOR LINING BY BORAL FIRST FLOOR CARPET FLOOR FINISH

BORAL OUTRWALL60 FIRE RATED WALL 10MM PLASTERBOARD 90MM LOAD BEARING TIMBER FRAME MAX 600 CTRS 1 LAYER 16MM BORAL WET AREA FIRESTOP PLASTERBOARD ADDITIONAL LAYER OF 16MM BORAL WET AREA FIRSTOP FIXED TO FLOOR JOIST, BATTEN AND PLINTH ADDITIONAL BETTEN REQUIRED WHERE PLASTERBOARD SPAN EXCEEDS 600MM

100 X 100 CONC. STUMP SET MIN 150MM INTO

248MM POSI-STRUT TRUSS TO MANUFACTURER'S SPEC FLOOR 20MM TIMBER FLOOR FINISH ON 19MM ENGINEERING FLOOR LINING BY BORAL PROVIDE 65 X 18 AMC M45A MODERN SKIRTING BOARDS PROVIDE TERMITE CONTROL AS REQUIRED

B9 - 2/240 X 45 F17 KDHW

1 8

1:10

500 X 500 X 400 DEEP CONC. STUMP PAD. SEE ENGINEERING DRAWINGS FOR FURTHER DETAIL

EXISTING FOOTING TO SUB-FLOOR INSTALLATION

NEW FOOTING HAS NO TOUCHING BETWEEN EACH OTHER

J1 - 190 X 45 F17 KDHW @ 450 CTS MAX

GENERAL NOTES

PLINTH BOARD ALLOW VENTILATION

ALL FRAMING MUST COMPLY WITH AS 1684

B14 - 190 X 45 F17 KDHW

ALL GLAZING SHALL BE IN ACCORDANCE WITH AS 1288 WINDOW AND DOOR REFER TO SCHEDULE

DETAIL

INSTALLATION OF ALL SERVICES SHALL COMPLY WITH THE RESPECTIVE SUPPLY AUTHORITY REQUIREMENTS.

3 9

1:10

PROTECTION EXISTING PART ALL BEAMS REFER TO ENGINEERING DRAWING FOR FURTHER DETAIL

RMIT - SCHOOL OF ARCHITECTURE AND DESIGN

STAIR REFER TO STAIR DETAIL DRAWING TERMITE CONTROL INCLUDE TERMI-MESH AND GRANITGARD PROVIDED COMPLY WITH AS 3660.

DETAIL

2 8

1:10

A10

PROJECT TITLE:

JOB NO:

A10

CONSTRUCTION & WORKING DRAWINGS

SCALE:

1:10

DRAWING TITLE:

CHECKED:

SCOTT EMERSON

DATE:

CONSTRUCTION DETAILS

DRAWN:

DENG LUOLIN

GROUP:BD1D

04/11/2019

DRAWING No

4/11/2019 9:55:16 AM, s3749594, LUOLIN_DENG

DETAIL

NEW FOOTING

A -

3

4

5

6

UP

900

B -

2

3040

1

B -

RETREAT

ENS

1000

7

45MM DIA KDHW DOWEL HANDRAIL

8

POLISHED FINISH 9 90 X 90 NEWEL POST

BRACKET OFF WALL AS SHOWN

TRIM OUT FIRST FLOOR FRAMING TO PROVIDE THE HEAD HEIGHT

16

10

16

125 MAX

B5

15

15

11

14

2140

12

40 X 40 KDHW BALUSTRADE FIXED TO STRINGER

PROVIDE THE HEAD HEIGHT

90 X 90 NEWEL POST

13

TRIM OUT FIRST FLOOR FRAMING TO

14 13

40 X 40 KDHW BALUSTRADE 12

13

12

FIXED TO STRINGER

11

90 X 90 NEWEL POST

11 14

15

1ST FLOOR STUD WALL

9

9

EX 300 X 45 KDHW CLOSED

45MM DIA KDHW DOWEL HANDRAIL POLISHED FINISH

8

16 210

STRINGER PAINT FINISH

10

865

10

STUD WALL BELOW STAIR

HALL

8 7

A -

7

EX 300 X 45 KDHW CLOSED 6 STRINGER PAINT FINISH

BRACKET OFF WALL AS SHOWN

DINING

865

FIXED TO STRINGER

2105

40 X 40 KDHW BALUSTRADE

6

5

5 4

STEP KDHW STRINGER PAINT FINISH 3

2

2

1

STAIR DETAIL - SECTION A-A

SCALE 1:20

SCALE 1:20

STAIR DETAIL - SECTION A-A SCALE 1:20 STAIR TREAD 240 MM STAIR RISE 16 AT 186.3 MM SLOPE RELATIONSHIP 2R+G = 612.6 NOTE ALL WORKS TO BE UNDERTAKEN TO SATISFACTION OF BUILDING SURVEYOR AND IN STRICT ACCORDANCE WITH AUSTRALIAN STANDARD CODES AND BCA REQUIREMENTS

STAIR TO HAVE POLISHED KDHW TIMBER TREADS & PAINTED MDF RISERS TREAD TO HAVE 20MM NOSING WITH 18MM OVOLO OR OTHER APPROVED MOULDING BELOW. RETURN MOULDING ON RETURN TREADS AT TOP OF STAIR BALUSTRADE & HANDRAILS ABOVE NOSING 865MM CHECK WITH BUILDER & STAIRCASE CONTRACTOR REFER TO ENGINEERING DRAWING FOR TRIM OUT FIRST FLOOR FRAMING TO PROVIDE HEAD HEIGHT

RMIT - SCHOOL OF ARCHITECTURE AND DESIGN

A11

PROJECT TITLE:

JOB NO:

A11

CONSTRUCTION & WORKING DRAWINGS

SCALE:

1:20

DRAWING TITLE:

CHECKED:

SCOTT EMERSON

DATE:

STAIR DETAIL PLAN & SECTION

DRAWN:

DENG LUOLIN

GROUP:BD1D

04/11/2019

DRAWING No

4/11/2019 9:49:01 AM, s3749594, LUOLIN_DENG

STAIR DETAIL PLAN

1

800

2100

800

2100

800

2100

2100

820

2100

920

D01

D02, D03

D04, D09

D05

D06, D07 OPPOSITE HAND

HALL (ENTRANCE DOOR) 40MM SOLID CORE FLUSH DOOR PAINT FINISH OPEN IN 40MM TIMBER FRAME

BEDROOM 1, BEDROOM 2 35MM SOLID CORE FLUSH DOOR PAINT FINISH OPEN IN 40MM TIMBER FRAME

BATH (GF), ENSULTE (1F) 35MM SOLID CORE FLUSH DOOR PAINT FINISH OPEN IN 40MM TIMBER FRAME

LAUNDRY 25MM SLIDING DOOR PAINT FINISH OPEN IN 40MM TIMBER FRAME

LAUNDRY TO LANDING, KITCHEN TO DECK 40MM TIMBER TOUGHENED GLAZED DOORS PAINT FINISH OPEN IN 40MM TIMBER FRAME FLUSH BOLTS, DOOR CLOSER

900

1800 900

900 900

100

2940

SCALE 1:20

2100

2100

DOORS SCHEDULE GENERAL NOTE LAMINATE USED ACCORDING WITH BCA

KITCHEN PANTRY DOOR: STANDARD BI-FOLD DOOR BEDROOM 1 & BEDROOM 2 ROBES KEEP EXISTING DOORS BEDROOM 3 BUILD IN ROBE: 2 X BI-FOLD, PRIMED MDF SOR1 BY HUME

D08

D10

DINING TO DECK 40MM STACKER DOORS X4 DOUBLE TOUGHENED GLAZED 40MM STEEL FRAME

BEDROOM 3 40MM TIMBER SLIDING BARN DOOR PAINT FINISH HARDWARE RAIL BY HUME

RMIT - SCHOOL OF ARCHITECTURE AND DESIGN

A12

PROJECT TITLE:

JOB NO:

A12

CONSTRUCTION & WORKING DRAWINGS

SCALE:

1:20

DRAWING TITLE:

CHECKED:

SCOTT EMERSON

DATE:

DOOR SCHEDULE

DRAWN:

DENG LUOLIN

GROUP:BD1D

04/11/2019

DRAWING No

4/11/2019 9:49:50 AM, s3749594, LUOLIN_DENG

REFER TO ENGINEERING DRAWING SPECS FOR LINTELS

610

1200

1030

1240

1500

1030

2400

O

560

O

F O

600

900

1070

F

1070

O

W01, W02

W03, W07, W08, W11, W12, W13, W14

W04, W10

W05, W06

BEDROOM 1, BEDROOM 2 40MM EXISTING TIMBER FRAME WINDOW FIXED AND AWNING

LIVING, DINING, BEDROOM 3 6MM SINGLE GLASS WINDOW HARDWARE FINISH AWNING ALUMINIUM FRAME IN COLORBOND

LIVING, RETREAT 6MM DOUBLE GLASS WINDOW HARDWARE FINISH AWNING ALUMINIUM FRAME IN COLORBOND

KITCHEN 6MM DOUBLE GLASS WINDOW HARDWARE FINISH AWNING ALUMINIUM FRAME IN COLORBOND

610

600

600

3000

F

O

WINDOWS SCHEDULE SCALE 1:20 GENERAL NOTE

F - FIXED

1500

1500

O - OPENABLE

FLY SCREENS TO ALL OPENABLE WINDOW REFER TO ENGINEERING DRAWING SPECS FOR LINTELS

W09

W15

STAIRWAY TO RETREAT 6MM DOUBLE GLASS WINDOW HARDWARE FINISH FIXED ALUMINIUM FRAME IN COLORBOND

ENSULTE 6MM DOUBLE GLASS WINDOW HARDWARE FINISH AWNING ALUMINIUM FRAME IN COLORBOND

RMIT - SCHOOL OF ARCHITECTURE AND DESIGN

A13

PROJECT TITLE:

JOB NO:

A13

CONSTRUCTION & WORKING DRAWINGS

SCALE:

1:20

DRAWING TITLE:

CHECKED:

SCOTT EMERSON

DATE:

DOOR SCHEDULE

DRAWN:

DENG LUOLIN

GROUP:BD1D

04/11/2019

DRAWING No

4/11/2019 9:49:59 AM, s3749594, LUOLIN_DENG

LAMINATE USED ACCORDING WITH BCA

-

5140 1240

1003

1240

GENERAL NOTE

315

1505

ALL GLAZING TO BE CLEAR AND IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF AS 1288

90

320

152

1413

SCHWEIGEN 900MM SILENT UNDERMOUNT RANGEHOOL

600

20

CB

ALL MEDIUM DENSITY FIBREBOARD (MDF) TO BE HIGH MOISTURE RESISTANT HMR QUALITY, SELECTED WHITE

825

BENCHTOPS: 30MM THICK SELECTED STONE PANEL

328

1790

ALL KITCHEN JOINERY IS CARRIED OUT IN FACTORIES UNDER TIGHT TOLERANCE CONTROL. FINISH PRODUCT THEN DELIVERED TO SITE FOR FINAL INSTALLATION. ALL ADJUSTABLE SHELF ARE ALLOW TO RELOCATE.

35

SHELVES

1 -

2700

EUROMAID 600MM 7 FUNCTION FAN OVEN - STAINLESS STEEL

D 08

600

STONE BENCH TOP

72

SINK

208

15

2

DRAWER

BOTH GROUND CUPBOARD & DRAWER WITH PUSH TO OPEN & SOFT CLOSE MECHANISMS. OVERHEAD CUPBOARD OPEN WITH DESIGNED LENGTH DOOR PANEL

KICKPLATE

KITCHEN PLAN 900

900

900

450

KICKPLATE 70

1160

70

SELECT EUROMAID 600 MM 7 FUNCTION FAN OVEN STAINLESS STEEL SCHWEIGEN 900MM SILENT UNDERMOUNT RANGEHOOL REFER TO MANUFACTURE WEBSITE FOR MORE INFO.

552

KITCHEN SECTION

-

SCALE 1:20 90

670

ARTIFICIAL LIGHTING TO COMPLY WITH NCC 3.12.5.5

100 193

100

720

178

810

178

DP

ISLAND BENCH

SCALE 1:20 635

325

830

5140

110 CL

PLASTERBOARD BULKHEAD

CL

PANTRY

LEGEND

20 60

340

CUPBOARD DOORS: 400MM - 500MM DOOR WIDE WITH MEPLAMAT HINGES BY HAFELE. AVAILABLE IN BOTH 90° & 180° OPENING FUNCTION

30

800

2710

W 06

SPLASHBACK : 600MM HEIGHT SPLASHBACK TILE FINISH COMPLY WITH AS CODE

CL - CEILING LEVEL SFL - STRUCTURAL FLOOR LEVEL

520

DP - DOWNPIPE

840

DW - DISH WASHER D - DOOR RH

W - WINDOW

REF

SCHWEIGEN 900MM SILENT UNDERMOUNT RANGEHOOL

2700

CB - CUPBOARD W 06

HP

REF - REFRIGERATOR

F

75

F

HP - HOT PLATE

CB

DRAWER

OVEN

60

W 05

RH - RANGE HOOD

1780

600

50X50 TILE SPLASH BACK

SINK

DRAWER

EUROMAID 600MM OVEN - STAINLESS STEEL

DRAWER

DW

CB

SFL

KICKPLATE 600

300

600

600

600

860

580

820

KICKPLATE 90

1085

90

368

SFL 900

KITCHEN ELEVATION 1

KITCHEN ELEVATION 2

SCALE 1:20

SCALE 1:20

700

617

600

600

100

100

725

750

DP

90

RMIT - SCHOOL OF ARCHITECTURE AND DESIGN

A14

PROJECT TITLE:

JOB NO:

A14

CONSTRUCTION & WORKING DRAWINGS

SCALE:

1:20

DRAWING TITLE:

CHECKED:

SCOTT EMERSON

DATE:

KITCHEN PLAN, ELEVATION & SECTION

DRAWN:

DENG LUOLIN

GROUP:BD1D

04/11/2019

DRAWING No

4/11/2019 9:50:09 AM, s3749594, LUOLIN_DENG

CB