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
