001 cover sheet 005 site plan 008 demolition plan 010
TRANSCRIPT
C:\Users\thergam.al.khazaaly\Documents\20-1442-SMILEY & BALKHI
- DA PLANS.pdfNOTE: ARTISTIC IMPRESSION IS FOR ILLUSTRATION
PURPOSES ONLY. COLOURS AND MATERIAL FINISHES WILL BE SUBJECT TO
BUILDERS FINAL TENDER.
SITE ADDRESS:
(No. 65 ) WICKS ROAD
NORTH RYDE ,NSW, 2113ELEGANCE
NEW TWO STOREY DWELLING
10.08.21 B-1 RAE
18.08.21 B-2 RAE
09.09.21 B-3 JOHRA
11.10.21 B-4 THERGAM
27.10.21 B-5 THERGAM
03.11.21 B-6 THERGAM
PLANS UPDATED TO DA REQUIREMENTS
DEFERRAL LETTER
UPDATED PLANS
SHEET LIST
I ACCEPT AND APPROVE CURRENT PLANS AND ALL
DOCUMENTATION PROVIDED TO ME BY FOWLER HOMES.
SIGNATURE: DATE: SHEET NO:
DEEMED-TO-SATISFY PROVISIONS OF THE BUILDING CODE OF
AUSTRALIA (BCA) (VOLUME 2), CURRENT EDITIONS OF
RELEVANT AUSTRALIAN AND OTHER APPLICABLE PUBLISHED
STANDARDS AND THE RELEVANT REQUIREMENTS OF LOCAL
AND/OR STATUTORY AUTHORITIES APPLICABLE TO THE
EXECUTION OF THE WORKS. THIS SCHEDULE OF CODES AND
STANDARDS OUTLINES THE MINIMUM ACCEPTABLE
STANDARDS. TERMITE PROTECTION:
PART 3.1.3 - TERMITE RISK MANAGEMENT OF THE BCA
(VOLUME 2) AND TO AS 3660.1-200 TERMITE MANAGEMENT -
NEW BUILDING WORK)
AUTHORITY, CONFIRMING COMPLIANCE WITH THE
PROVISIONS OF THE BCA AND AUSTRALIAN STANDARD.
FLASHING AND DAMP - PROOF COURSES:
FLASHING AND DAMP - PROOF COURSES: TO AS/NZS
2904-199S (DAMP PROOF COURSES AND FLASHINGS).
FASTENERS:
(HOT-DIP GALVANISED (ZINC) COATINGS ON FABRICATED
FERROUS ARTICIES). SELF-DRILLING SCREWS: TO AS
3566.1-2002 (SELF-DRILLING SCREWS FOR THE BUILDING
AND CONSTRUCTION INDUSTRIES)
3.4.2.2 (ACCEPTABLE CONSTRUCTION-FRAMING-STEEL
AS2601-2001 (DEMOLITION OF STRUCTURES).
THE REQUIREMENTS OF THE ENVIRONMENTAL PLANNING &
ASSESSMENT ACT 1979;
AND THE RELEVANT REQUIREMENTS OF PART 3.1.1 OF THE
BCA (VOLUME 2).
3500-2000 (PART 5-DOMESTIC INSTALLATIONS-SECTION 5-
STORMWATER DRAINAGE).
STRUCTURAL DESIGN:
AND THE LIKE REFER TO STRUCTURAL ENGINEERING DETAILS,
TO BE PREPARED BY A QUALIFIED STRUCTURAL ENGINEER.
STRUCTURAL DESIGN IS TO BE IN ACCORDANCE WITH THE
RELEVANT STRUCTURAL DESIGN MANUALS.
TO BE IN ACCORDANCE WITH PART 3.2.4 OF THE BCA
(VOLUME 2)
COMBINATIONS)
AS 1170.4- 2007 (EARTHQUAKE LOADS)
AS 1720.1-2010 (TIMBER STRUCTURES CODE)
AS 2159-2009 (PILING-DESIGN AND INSTALLATION)
AS 2327.1-2017 (COMPOSITE STRUCTURES)
AS 3600-2009 (CONCRETE STRUCTURES)
SUBMIT STRUCTURAL ENGINEER'S DESIGN CERTIFICATION, IN
ACCORDANCE WITH LOCAL AUTHORITY REQUIREMENTS,
THE PRINCIPAL CERTIFYING AUTHORITY PRIOR TO THE
COMMENCEMENT OF WORKS.
(CONCRETE STRUCTURES), GROUND SLABS AND
FOOTINGS: TO AS 2870-2011 (RESIDENTIAL SLABS AND
FOOTINGS-CONSTRUCTION).
AND SUPPLY OF CRETE).
DESIGN AND CONSTRUCT FOOTINGS AND SLABS:
IN ACCORDANCE WITH PART 3.2 OF THE BCA (VOLUME 2) AND
AS 2870-2011 (RESIDENTIAL SLABS AND FOOTINGS), AS
3600-2001 (CONCRETE STRUCTURES) AND AS 2159-2009 (PILING-
DESIGN AND INSTALLATION).
MASONRY CONSTRUCTION: TO BE IN ACCORDANCE WITH
PART 3.3 OF THE BCA (VOLUME 2) AND TO AS 3700-2011
(MASONRY STRUCTURES).
DAMP-PROOF COURSE: USE EXPOSURE CATEGORY TO
AS/NZS 4456.10-2003 (MASONRY UNITS AND SEGMENTAL
PAVERS - METHODS OF TEST-DETERMINING RESISTANCE TO
SALT ATTACK) APPENDIX A (SALT ATTACK RESISTANCE
CATEGORIES).
GALVANISING:
FASTENERS) TO AS 1214-1983 OR AS/NZS 4680-2006, AS
APPROPRIATE, WHERE EXPOSED TO WEATHER, EMBEDDED
IN MASONRY OR IN CONTACT WITH CHEMICALLY TREATED
TIMBER.
(ACCEPTABLE CONSTRUCTION-MASONRY-MASONRY
COMPONENTS FOR MASONRY CONSTRUCTION-WALL TIES);
NON-SEISMIC AREAS: TYPE A; SEISMIC AREAS:TYPE B.
WALL TIE SPACING: TO BCA VOLUME 2 FIGURE 3.3.3.1
(TYPICAL BRICK TIES SPACINGS IN CAVITY AND VENEER
CONSTRUCTION).
TABLE 3.3.3.1 (CORROSION PROTECTION TIES).
LINTELS GENERALL: IN ACCORDANCE WITH PART 3.3.3.4 OF
THE BCA (VOLUME 2).
TIMBER & STEEL FRAMED CONSTRUCTION:
SUB-FLOOR VENTILATION:
TO BE IN ACCORDANCE WITH PART 3.4.1 OF THE BCA (VOLUME
2).
TIMBER FRAMING: TO BE IN ACCORDANCE WITH PART 3.4 OF
THE BCA (VOLUME 2) AND AS 1684.4-2010 (RESIDENTIAL
TIMBER-FRAMED CONSTRUCTION-SIMPLIFIED-NON-
METHODS).
STEEL FRAMING: TO BE IN ACCORDANCE WITH PART 3.4.2 OF
THE BCA (VOLUME 2).
THE BCA) AND/OR AS 4100-1998 (STEEL STRUCTURES)
COLD-FORMED STEEL FRAMING: PROVIDE A PROPRIETRY
SYSTEM DESIGNED TO AS 3623-1993 (DOMESTIC METAL
FRAMING).
ROOF TILE INSTALLATION: TO AS 2050-2002 (INSTALLATION
OF ROOFING TILES).
THE BCA (VOLUME 2).
AND WALL CLADDING-METAL).
ROOF PLUMBING:
TO BE IN ACCORDANCE WITH PART 3.5.2 OF THE BCA (VOLUME
2) AND AS/NZS 3500-2003 (PART 3-STORMWATER DRAINAGE)
AND AS/NZS 3500-2000 (PART 5-DOMESTIC INSTALLATION-
SECTION 5-STORMWATER DRAINAGE).
TO BE IN ACCORDANCE WITH PART 3.5.3 OF THE BCA
(VOLUME 2).
THE THERMAL INSULATION OF BUILDINGS-GENERAL CRITERIA
AND TECHNICAL PROVISIONS), SECTION 5.
REFLECTIVE INSULATION: TO AS/NZS 4859.1- 2002, SECTION 9
SARKING MATERIAL: TO AS/NZS 4200.1-1994 (PLIABLE
BUILDING MATERIALS AND UNDERLAYS-MATERIAL(S)).
GLAZING TO BE IN ACCORDANCE WITH PART 3.6 OF THE
BCA (VOLUME 2).
(GLASS IN BUILDINGS-SELECTION AND INSTALLATION).
TIMBER DOORSETS: TO AS 2688-1984 (TIMBER DOORS).
TIMBER FRAMES AND JAMB LININGS: TO AS 2689-1984
(TIMBER DOORSETS).
5039-2008 (SECURITY SCREEN DOORS AND SECURITY
WINDOW GRILLES).
(WINDOWS IN BUILDINGS-SELECTION AND INSTALLATION).
DOORSET INSTALLATION: TO AS 1909-1984 (INSTALLATION
OF TIMBER DOORSETS).
GARAGE DOORS).
PLASTERBOARD).
(GYPSUM LININGS IN RESIDENTIAL AND LIGHT
COMMERCIAL CONSTRUCTION-APPLICATION AND
FIBRE CEMENT: TO AS/NZS 2908.2-2000 (CELLULOSE-
CEMENT PRODUCTS-FLAT SHEETS), TYPE B, CATGEORY 2.
FIBROUS PLASTER PRODUCTS: TO AS 2185-1978 (FIBROUS
PLASTER PRODUCTS).
FIRE SAFETY:
FIRE SEPARATION:
TO BE IN ACCORDANCE WITH PART 3.7.1 OF THE BCA
(VOLUME 2).
FIRE SEPARATION-ROOF LIGHTS: PART 3.7.1.10 OF THE BCA
(VOLUME 2).
METHODS.
TO BE IN ACCORDANCE WITH PART 3.7.2 OF THE BCA
(VOLME 2); AND AS 3786-2014 (SMOKE ALARMS). WET AREAS:
REFER TO 'WATERPROOFING'.
HEALTH AND AMENITY:
TO BE IN ACCORDANCE WITH PART 3.8.2 OF THE BCA
(VOLUME 2).
TO BE IN ACCORDANCE WITH PART 3.8.3.2 AND 3.8.3.3 OF
THE BCA (VOLUME 2).
NATURAL AND ARTIFICIAL LIGHT:
TO BE IN ACCORDANCE WITH PARTS 3.8.4.2 AND 3.8.4.3 OF
THE BCA (VOLUME 2).
TO BE IN ACCORDANCE WITH PART 3.8.5 OF THE BCA
(VOLUME 2).
BCA (VOLUME 2).
THE BCA (VOLUME 2).
TO BE IN ACCORDANCE WITH PART 3.8.6.1 OF THE BCA
(VOLUME 2).
STAIR CONSTRUCTION:
TO BE IN ACCORDANCE WITH PART 3.9.1.1 OF THE BCA
(VOLUME 2) - ACCEPTABLE CONSTRUCTION PRACTICE.
SAFE MOVEMENT AND ACCESS:
TO BE IN ACCORDANCE WITH PART 3.9.2.1 OF THE BCA
(VOLUME 2) - ACCEPTABLE CONSTRUCTION PRATICE.
BLOCK AND TILE FINISHES:
3958.1-2007 (CERAMIC TILES - GUIDE TO THE INSTALLATION
OF CERAMIC TILES) AND AS 3958.2-1992 (CERAMIC TILES -
GUIDE TO THE SELECTION OF A CERAMIC TILING SYSTEM).
ADHESIVES: TO AS 2358-1992 (ADHESIVES - FOR FIXING
CERAMIC TILES).
TO BE IN ACCORDANCE WITH PART 3.8.1 OF THE BCA
(VOLUME 2).
BUILDINGS).
FLOOR COATINGS AND COVERINGS:
COVERINGS - INSTALLATION PRACTICE - GENERAL).
PRACTICES).
PAINTING:
BY AS/NZS 2311-2017 (GUIDE TO THE PAINTING OF
BUILDINGS) AND AS/NZS 2312-2002 (GUIDE TO THE
PROTECTION OF THE STRUCTURAL STEEL AGAINST
ATMOSPHERIC CORROSION BY THE USE OF PROTECTIVE
COATINGS). PLUMBING INSTALLATIONS:
CONSULTANT'S LOCA OR STATUTORY AUTHORITY'S
REQUIREMENTS TAKE PRECENDENCE OVER THE FOLLOWING
STANDARDS TO THE EXTENT OF THE DISCREPANCY.
PLUMBING AND DRAINING PRODUCTS: TO SAA MPS2-2001
(MANUAL OF AUTHORIZATION PROCEDURES FOR PLUMBING
AND DRAINAGE PRODUCTS) AND AS/NZS 3718-2005
(WATER SUPPLY - TAP WARE).
DRAINAGE - STORMWATER DRAINAGE) OR AS/NZS
3500.5-2012 (NATIONAL PLUMBING AND DRAINAGE -
DOMESTIC INSTALLATIONS).
(PLUMBING AND DRAINAGE - HEATED WATER SERVICES) OR
AS/NZS 3500.5-2012
ELECTRICAL INSTALLATIONS:
CONSULTANT'S, LOCAL OR STATUTORY AUTHORITY'S
REQUIREMENTS TAKE PRECEDENCE OVER THE FOLLOWING
STANDARDS TO THE EXTEN OF THE DISCREPANCY
ELECTRICAL INSTALLATION: TO AS/NZS 3018-2001
(ELECTRICAL INSTALLATION - DOMESTIC INSTALLATIONS).
SMOKE DETECTION INSTALLATION AND TESTING:
TO AS 1670.1-2004 (FIRE DETECTION, WARNING, CONTROL
AND INTERCOM SYSTEMS - SYSTEM DESIGN, INSTALLATION,
AND COMMISSIONING - FIRE) IN ACCORDANCE WITH THE
REQUIREMENTS OF THE BUILDING CODE TO MAINS POWER.
TEST ELECTRICAL INSTALLATIONS: TO AS/NZS 3017-2007
(ELECTRICAL INSTALLATIONS - TESTING GUIDELINES). CERTIFY
COMPLIANCE WITH AS/NZS 3018-2007.
VENTILATION AND AIR CONDITIONING IN BUILDINGS -
MECHANICAL VENTILATION FOR ACCEPTABLE INDOOR
QUALITY) - GRADE 2 AMENITY.
SPECIFICATIONS AND SCHEDULES. NOTIFY ANY
DISCREPANCIES BETWEEN DOCUMENTS PRIOR TO
PROCEEDING WITH THE WORKS.
DRAWINGS AT SMALLER SCALES. NOTIFY ANY
DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORKS.
EXECUTION OF THE WORKS:
COMPLIANCE WITH:
REQUIREMENTS;
CERTIFICATE CONSISTENT WITH THE WORKS.
-THE CURRENT EDITION OF THE BUILDING CODE OF
AUSTRALIA ( AS AMENDED); AND
OTHER APPLICABLE PUBLISHED STANDARDS RELEVANT TO
THE EXECUTION OF THE WORKS. UNITS OF MEASUREMENT:
DIMENSIONS ARE SHOWN IN MILLIMETRES UNLESS NOTED
OTHERWISE.
STORED AND INSTALLED IN ACCORDANCE WITH THE
MANUFACTURER'S CURRENT WRITTEN INSTRUCTIONS.
AND OTHER STRUCTURAL ELEMENTS ARE TO BE
CONSTRUCTED IN ACCORDANCE WITH THE STRUCTURAL
ENGINEER'S DETAILS AND SPECIFICATIONS.
FRESH WATER, GAS SUPPLY AND OTHER HYDRAULIC
SERVICES ARE TO BE CONSTRUCTED IN ACCORDANCE
WITH LOCAL AUTHORITY AND HYDRAULIC ENGINEER'S
REQUIREMENTS.
COORDINATION:
THE ARCHITECTURAL DRAWINGS, AND THE
DOCUMENTATION OF OTHER CONSULTANTS. NOTIFY ANY
DISCREPANCIES BETWEEN THE ARCHITECTURAL AND/OR
OTHER CONSULTANTS DOCUMENTATION PRIOR TO
PROCEEDING WITH THE WORKS.
NOTED.
BRICK WALL.
WET AREAS:
MAY VARY. ALL FIXTURES SHOWN ARE BASED ON
STANDARD INCLUSIONS. MEASUREMENTS MAY VARY AS
PER THE AVAILABILITY AND PRODUCT SELECTION.
MEASUREMENTS:
FINISH HAVE BEEN TAKEN. WHERE NEEDED,
MEASUREMENTS MAY NEED TO BE ACCOUNTED FOR
FINISH ONTOP OF CURRENT DIMENSION.
CONSULTANTS:
BACK TO ORIGINAL DRAWINGS PROVIDED.
DOOR JAMBS:
WHERE MINIMUM DIMENSION CANNOT BE ACHIEVED,
DOOR TO BE CENTERED BETWEEN WALLS.
DRIVEWAY:
STAIRS:
ROOF PLANS:
CLADDING
APPLICABLE.
BALUSTRADES
LEVEL.
ONLY.
THIS DETAIL SURVEY IS NOT A "SURVEY" AS DEFINED BY THE
SURVEYORS ACT 1929. IF ANY CONSTRUCTION IS
PLANNED IT WOULD BE ADVISABLE TO CARRY OUT
FURTHER SURVEY WORK TO DETERMINE THE BOUNDARY
DIMENSIONS.
THEY SHOULD BE CONFIRMED BY FURTHER SURVEY.
CONTOURS SHOWN DEPICT THE TOPOGRAPHY, EXCEPT
AT SPOT LEVELS SHOWN, THEY DO NOT REPRESENT THE
EXCAT LEVEL AT ANY PARTICULAR POINT.
SERVICES SHOWN HEREON HAVE BEEN DETERMINED
FROM VISUAL EVIDENCE ONLY. PRIOR TO ANY
DEMOLITION, EXCAVATION, OR CONSTRUCTION ON THE
SITE THE RELEVANT AUTHORITY SHOULD BE CONTACTED
TO ESTABLISH DETAILED LOCATION AND DEPTH.
AUSTRALIAN HEIGHT DATUM WAS ESTABLISH FROM SSM
168755 RL 69.056.
THE INFORMATION IS ONLY TO BE USED AT A SCALE
ACCURACY OF 1:200M.
SITE SPECIFIC HAZARDS:
EXISTING POOL
YOURSELF FAMILIAR WITH EMERGENCY CONTACTS. SITE
SPECIFIC HAZARDS AND THE SITE SPECIFIC INDUCTION
INFORMATION THAT IS LOCATED ON THE SITE INDUCTION
SIGN. IF YOU HAVE ANY TROUBLE UNDERSTANDING THIS
INSTRUCTION, CONTACT THE SITE SUPERVISOR OR
EMERGENCY CONTACT NUMBER LOCATED ON THE SIGN.
I ACCEPT AND APPROVE CURRENT PLANS AND ALL
DOCUMENTATION PROVIDED TO ME BY FOWLER HOMES.
SIGNATURE: DATE: SHEET NO:
DOCUMENTATION PROVIDED TO ME BY FOWLER HOMES.
SIGNATURE: DATE: SHEET NO:
FGL 73.200
NGL 72.75
CUT +100
FGL 73.200
NGL 73.30
CUT +500
FGL 73.200
NGL 73.70
CUT +650
FGL 73.200
NGL 73.85
PROPOSED RESIDENCE
FFL +/- 100mm
P P
K O
LO T 1 3
S P 9 1 6 0 1
M E TA
FENCE
C O N C .
2 S TO
R E Y
B R IC K D U P L E X
TI L E R O O F
N o . 4 6 & 4 6 A
2 S TO
R E Y
TI LE R O O F
C LA
TI LE R O O F
N o . 6 3
G A R A G E
K E R B
O A D
122°28'00"
7 2
7 3
7 4
71 .6
D IA 0 .1 M H T4 M
D IA 0 .1 M H T4 M
D IA 0 .1 M H T4 M
D IA 0 .1 M H T4 M
D IA 0 .1 M H T4 M
D IA 0.2M
H T3 M
H T3 M
D IA 0.2M
71.54TK
71.86TK
7 1 .1 7 B A S E P P
7 2 .5 6 B A S E P P
72.70LID
2 5 7 5
3 9 3 5
1 7 5 3
1 6 3 3RETAINING WALL (BY
OWNER)
G LA
9 0 4 6
5.71m² IS %25 OF TOTAL
ARTICULATION AREA 22.857 m²
25111191768
DRIVEWAY
6904
DOCUMENTATION PROVIDED TO ME BY FOWLER HOMES.
SIGNATURE: DATE: SHEET NO:
REFER TO COUNCIL REGULATIONS
FLOOR SPACE RATIO:
* AREAS ARE MEASURED FROM INTERNAL FACE OF EXTERNAL WALLS. EXCLUDING
FIRST FLOOR, VOIDS
268.97 m²*
S P
M E
T A
P A
V IN
DOCUMENTATION PROVIDED TO ME BY FOWLER HOMES.
SIGNATURE: DATE: SHEET NO:
K E R B
2200
4%
12.5%
23.23%
12.5%
1 5 3 8
DOCUMENTATION PROVIDED TO ME BY FOWLER HOMES.
SIGNATURE: DATE: SHEET NO:
S S
SS SSSSSSSSSSSSSS
STORMWATER OVERFLOW FROM RW TANK TO BE CONNECTED TO KERB OUTLET
STORMWATER TO BE CONNECTED TO RWT
ROOF AREA TO BE COLLECTED INTO RAINWATER TANK SHOWN BY BLUE AREA. APPROX238.67m²
2 X 6000L ABOVE GROUND
RE-USE RAINWATER/
DETENTION TANKS
P P
K O
LO T 1 3
S P 9 1 6 0 1
M E TA
FENCE
C O N C .
2 S TO
R E Y
B R IC K D U P L E X
TI L E R O O F
N o . 4 6 & 4 6 A
2 S TO
R E Y
TI LE R O O F
C LA
TI LE R O O F
N o . 6 3
G A R A G E
K E R B
O A D
122°28'00"
7 2
7 3
7 4
71 .6
D IA 0 .1 M H T4 M
D IA 0 .1 M H T4 M
D IA 0 .1 M H T4 M
D IA 0 .1 M H T4 M
D IA 0 .1 M H T4 M
D IA 0.2M
H T3 M
H T3 M
D IA 0.2M
71.54TK
71.86TK
7 1 .1 7 B A S E P P
7 2 .5 6 B A S E P P
72.70LID
DOCUMENTATION PROVIDED TO ME BY FOWLER HOMES.
SIGNATURE: DATE: SHEET NO:
P P
K O
LO T 1 3
M E TA
FENCE
C O N C .
2 S TO
R E Y
B R IC K D U P L E X
TI L E R O O F
N o . 4 6 & 4 6 A
C LA
TI LE R O O F
N o . 6 3
G A R A G E
K E R B
O A D
122°28'00"
7 2
7 3
7 4
71 .6
D IA 0 .1 M H T4 M
D IA 0 .1 M H T4 M
D IA 0 .1 M H T4 M
D IA 0 .1 M H T4 M
D IA 0 .1 M H T4 M
D IA 0.2M
H T3 M
H T3 M
D IA 0.2M
71.54TK
71.86TK
7 1 .1 7 B A S E P P
7 2 .5 6 B A S E P P
72.70LID
DOCUMENTATION PROVIDED TO ME BY FOWLER HOMES.
SIGNATURE: DATE: SHEET NO:
LOT: 12 DP: 28396
(No. 65 ) WICKS ROAD
NORTH RYDE ,NSW, 2113
NOISE AND VIBRATION CONTROL:
-BOREHOLE REPORT SHOWS NO ROCK WITHIN SITE. MINIMAL VIBRATION AND NOISE DURING PIER HOLE DRILLING.
- SITE PLAN INDICATES MINIMAL CUT AND FILL. PLANT USE WILL BE LOW IMPACT AND FOR MINIMAL TIMBERFRAMES.
SEDIMENT FENCE
ROUND
MIN. 150x100mm TRENCH WITH COMPACTED BACKFILL (SET INTO CONCRETE IF ON ROCK)
GEOTEXTILE FILTER FABRIC TO BE LAID BELOW TRENCH
GEOTEXTILE FILTER FABRIC ATTACHED TO TIMBER POSTS
M IN
UNDISTURBED G ROUND
MAX. 3 .0m
1.5m HIGH TIMBER POSTS @ 3.0m C/C MAX. DRIVEN MIN. 500mm INTO GROUND
NOT TO SCALE
1. ALL EROSION AND SEDIMENTATION CONTROL MEASURES, INCLUDING REVEGETATION AND STORAGE OF SOIL AND TOPSOIL, SHALL BE IMPLEMENTED TO THE STANDARDS OF THE SOIL CONSERVATION OF NSW AND INSPECTED DAILY BY THE SITE MANAGER.
2. ALL DRAINAGE WORKS SHALL BE CONSTRUCTED AND STABILIZED AS EARLY AS POSSIBLE DURING DEVELOPMENT.
3. SEDIMENT TRAPS SHALL BE CONSTRUCTED AROUND ALL INLET PITS, CONSISTING OF 300mm WIDE x 300mm DEEP TRENCH.
4. ALL SEDIMENT BASINS AND TRAPS SHALL BE CLEANED WHEN THE STRUCTURES ARE A MAXIMUM OF 60% FULL OF SOIL MATERIALS, INCLUDING THE MAINTENANCE PERIOD.
5. ALL DISTURBED AREAS SHALL BE REVEGITATED AS SOON AS THE RELEVANT WORKS ARE COMPLETED.
6. SOIL AND TOPSOIL STOCKPILES SHALL BE LOCATED AWAY FROM DRAINAGE LINES AND AREA WHERE WATER MAY CONCENTRATE. ALL ROADS AND FOOTPATHS TO BE SWEPT DAILY.
7. FILTER SHALL BE CONSTRUCTED BY STRETCHING A FILTER FABRIC (PROPEX OR APPROVED EQUIVALENT BETWEEN POST AT 3.0m CENTRES. FABRIC SHALL BE BURIED 150mm ALONG ITS LOWER EDGE.
8. DUST PREVENTION MEASURES TO BE MAINTAINED AT ALL TIMES.
REFP
UP
17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
DW
MW
DPDPDP
1 020
1 020
820 * LDR D03
2 1 4 3 x 4 8 1 0 _ P L D
D 0 2
W 0 1
S D 0 7
W 0 8
102020801020
ROBE
COLD WATER POINT
3 5 0
W 0 1
8 5 0
1 0 9 1 0
INSULATION
O V E R A LL
W IN D O W S & D O O R S
E X T. W
O V E R A LL
W IN D O W S & D O O R S
E X T. W
3 3 5 0
6 7 3 0
P IE R
3 5 0
2 4 0
K IT C H E N / D IN IN G / F A M IL Y
1 0 4 3 0
2 4 0
2 4 0
7 9 0 0
9 0 0
1 6 3 0
3 7 0 0
2 5 9 0
1 0 2 0
5 5 4 0
2 5 9 0
5 5 0 9 0
E N TR Y
1 4 8 0
5 5 4 0
2 5 9 0
P A TI O
1 3 3 0
RAINWATER TAP LOCATION
DOCUMENTATION PROVIDED TO ME BY FOWLER HOMES.
SIGNATURE: DATE: SHEET NO:
GARAGE 36.01 m²
PATIO 2.59 m²
VOID 15.00 m²
TOTAL 305.38 m²
32.87
NOTES: • ALL SQUARE SET OPENINGS TO BE 2400mm HIGH TO GROUND FLOOR.
• ALL SQUARE SET OPENINGS TO BE 2100mm HIGH TO FIRST FLOOR.
• ALL GROUND FLOOR ENTRY,EXTERNAL, INTERNAL AND LAUNDRY DOORS TO BE 2340mm HIGH.
• WINDOWS TO HAVE PROTECTION OF OPENABLE WINDOWS TO COMPLY WITH THE BUILDING CODE OF AUSTRALIA VOLUME 2 2013. IN RELATION TO THE BEDROOM WINDOWS.
PROVIDE THE FOLLOWING AS PER BASIX REQUIREMENTS: • R2.0 INSULATION BATTS TO CANTILEVERED FLOOR OF BED 2.
• R5.0 INSULATION BATTS TO CEILING(EXCLUDING GARAGE)
• R2.0 INSULATION BATTS TO INT. WALLS OF PDR, BATH & L'DRY.
UP
S P R E A D E R
17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
1 020
1 020
MASTER SUITE
820 D07
W 1 0
GALLERY
W 1 5
W 1 4
2 7 0
1 5 7 0
2 1 7 0
C N R 3 5
C N R 0 8 /1 6 -0 8
C N R 3 6
9 6 7 0
W 3 2
EXT. WALLS O V E R A LL
W IN D O W S & D O O R S
O V E R A LL
W IN D O W S & D O O R S
E X T. W
LE IS U R E
3 3 5 0
1 2 0
2 4 0
G A LL E R Y / L E IS U R E
6 0 0 0
W IR
G A LL E R Y
2 6 8 0
R O B E
1 3 7 5
W IR
1 2 0 0
1 5 9 0
1 2 0 0
M A S TE R S U IT E
3 2 3 0
M A S TE R S U IT E
3 2 3 0
5 5 0 9 0
B E D 2
3 6 9 0
3 2 3 0
5 5 0 9 0
B E D 2
3 6 9 0
A LL
RAINWATER TAP LOCATION
DOCUMENTATION PROVIDED TO ME BY FOWLER HOMES.
SIGNATURE: DATE: SHEET NO:
SQUARES
GARAGE 36.01 m²
PATIO 2.59 m²
VOID 15.00 m²
TOTAL 305.38 m²
32.87
NOTES: • ALL SQUARE SET OPENINGS TO BE 2400mm HIGH TO GROUND FLOOR.
• ALL SQUARE SET OPENINGS TO BE 2100mm HIGH TO FIRST FLOOR.
• ALL GROUND FLOOR ENTRY,EXTERNAL, INTERNAL AND LAUNDRY DOORS TO BE 2340mm HIGH.
• WINDOWS TO HAVE PROTECTION OF OPENABLE WINDOWS TO COMPLY WITH THE BUILDING CODE OF AUSTRALIA VOLUME 2 2013. IN RELATION TO THE BEDROOM WINDOWS.
PROVIDE THE FOLLOWING AS PER BASIX REQUIREMENTS: • R2.0 INSULATION BATTS TO CANTILEVERED FLOOR OF BED 2.
• R5.0 INSULATION BATTS TO CEILING(EXCLUDING GARAGE)
• R2.0 INSULATION BATTS TO INT. WALLS OF PDR, BATH & L'DRY.
B O U N D A R Y
B O U N D A R Y
GROUND FLOOR RL 73.585
FIRST FLOOR RL 76.625
FIRST CEILING RL 79.215
GARAGE FLOOR RL 73.413
2 9 1 2
2 5 9 0
450
600
W IN D O W H E A D H E IG
H T
FIRST FLOOR RL 76.625
FIRST CEILING RL 79.215
GARAGE FLOOR RL 73.413
2 9 1 2
2 7 4 0
2 5 9 0
4 1 1 4
6 5 6 5
600
W IN D O W H E A D H E IG
H T
DOCUMENTATION PROVIDED TO ME BY FOWLER HOMES.
SIGNATURE: DATE: SHEET NO:
GROUND FLOOR RL 73.585
GROUND CEILING RL 76.325
FIRST FLOOR RL 76.625
FIRST CEILING RL 79.215
2 5 9 0
2 7 4 0
AXON 133mm
2 4 0 0
22.5
W IN D O W H E A D H E IG
H T
2 2 8 4
W IN D O W H E A D H E IG
H T
FWT TWT
W IN D O W H E A D H E IG
H T
2 2 8 4
W IN D O W H E A D H E IG
H T
DOCUMENTATION PROVIDED TO ME BY FOWLER HOMES.
SIGNATURE: DATE: SHEET NO:
GROUND FLOOR RL 73.585
GROUND CEILING RL 76.325
FIRST FLOOR RL 76.625
FIRST CEILING RL 79.215
APPROVED COLLARS TO THE
HOUSE (EXCLUDING GARAGE) BY FOWLER HOMES
TO COMPLY WITH BASIX CERTIFICATE
ROOF TRUSSES TO
CEILINGS & EAVES AREA
PRIMED TRIMMING
FOWLER HOMES TO COMPLY
CERTIFICATE TO THE UNDERSIDE
DOCUMENTATION PROVIDED TO ME BY FOWLER HOMES.
SIGNATURE: DATE: SHEET NO:
REQUIREMENTS:
• R5.0 INSULATION BATTS TO
PDR, BATH & L'DRY.
DOCUMENTATION PROVIDED TO ME BY FOWLER HOMES.
SIGNATURE: DATE: SHEET NO:
01 Entry Door: 1020 * 2340 1020 ENTRY
02 Garage_Door: 2143 x 4810_PLD 2143 4810 GARAGE
03 Laundry_Door: 820 * LDR 2340 820
05 Internal_Door: 820 * 2340 820 FOYER
06 Internal_Door: 820 * 2340 820 L'DRY
07 Internal_Door: 820 2040 820 MASTER SUITE
08 Internal_Door: 820 2040 820 ENS
09 Internal_Door: 820 2040 820 BED 2
10 Internal_Double_Door: 2 x 820 2040 1640 BED 2
11 Internal_Double_Door: 2 x 520 2040 1040 HALLWAY
12 Internal_Door: 820 2040 820 BATH
13 Internal_Door: 820 2040 820 BED 3
14 Internal_Double_Door: 2 x 520 2040 1040 BED 3
15 Internal_Door: 820 2040 820 BED 4
16 Internal_Double_Door: 2 x 520 2040 1040 BED 4
17 Internal_Door: 820 * 2340 820 2 WAY PDR
18 Robe Doors_Sliding_3_door: 3 x 720 MSD 2040 2165 GUEST SUITE
20 Internal_Door: 820 2040 820 2 WAY PDR
21 Internal_Door: 820 * 2340 820 DINING
30 Internal_Door: 820 * 2340 820 GUEST SUITE
33 Cavitiy_Sliding_Door: 820 CSD * 2340 820 DINING
WINDOW & SLIDING DOOR SCHEDULE
OBSCURED GLAZING
W 01 AFW 20/08 2035 850 FIXED STANDARD ALUMINIUM No
W 02 AS 10/06 1030 610 SLIDING STANDARD ALUMINIUM Yes
W 06 AS 24/27T 2400 2650 SLIDING STANDARD ALUMINIUM No
SD 07 ASD 24/36 2400 3612 SLIDING STANDARD ALUMINIUM No
W 08 AS 18/08T 1800 850 SLIDING STANDARD ALUMINIUM No
W 10 AFW 20/08 2035 850 FIXED STANDARD ALUMINIUM No
W 12 AS 10/06 1030 610 SLIDING STANDARD ALUMINIUM Yes
W 13 AS 10/08 1030 850 SLIDING STANDARD ALUMINIUM No
W 14 AS 08/22 857 2170 SLIDING STANDARD ALUMINIUM No
W 15 AFW 08/12 857 1210 FIXED STANDARD ALUMINIUM No
W 16 AS 06/24 600 2410 SLIDING STANDARD ALUMINIUM No
W 17 AS 06/24 600 2410 SLIDING STANDARD ALUMINIUM No
W 18 AS 12/12 1200 1210 SLIDING STANDARD ALUMINIUM Yes
W 19 AFW 06/27 600 2650 FIXED STANDARD ALUMINIUM No
W 21 AS 06/24 600 2410 SLIDING STANDARD ALUMINIUM No
W 22 AS 06/24 600 2410 SLIDING STANDARD ALUMINIUM No
W 23 AS 05/24 514 2410 SLIDING STANDARD ALUMINIUM No
W 28 AFW 24/06 2340 610 FIXED STANDARD ALUMINIUM No
W 29 AFW 24/06 2340 610 FIXED STANDARD ALUMINIUM No
W 30 AS 06/18 600 1810 SLIDING STANDARD ALUMINIUM No
W 32 AA 14/08 1800 850 AWNING STANDARD ALUMINIUM No
CNR 35 CNR 08/22-22 857 2080 x2080 CORNER WINDOW
STANDARD ALUMINIUM No
STANDARD ALUMINIUM No
P P
K O
LO T 1 3
M E TA
FENCE
C O N C .
C LA
TI LE R O O F
N o . 6 3
G A R A G E
K E R B
O A D
122°28'00"
7 2
7 3
7 4
71 .6
D IA 0.2M
H T3 M
H T3 M
D IA 0.2M
71.54TK
71.86TK
7 1 .1 7 B A S E P P
7 2 .5 6 B A S E P P
72.70LID
DOCUMENTATION PROVIDED TO ME BY FOWLER HOMES.
SIGNATURE: DATE: SHEET NO:
FIRST CEILING RL 79.215
GROUND FLOOR RL 73.585
FIRST CEILING RL 79.215 FIRST CEILING RL 79.215
GARAGE FLOOR RL 73.413 GROUND FLOOR RL 73.585GROUND FLOOR RL 73.585
FIRST CEILING RL 79.215 FIRST CEILING RL 79.215
EXISTING
DOCUMENTATION PROVIDED TO ME BY FOWLER HOMES.
SIGNATURE: DATE: SHEET NO:
P P
K O
LO T 1 3
M E TA
FENCE
C O N C .
C LA
TI LE R O O F
N o . 6 3
G A R A G E
K E R B
O A D
122°28'00"
7 2
7 3
7 4
71 .6
D IA 0.2M
H T3 M
H T3 M
D IA 0.2M
71.54TK
71.86TK
7 1 .1 7 B A S E P P
7 2 .5 6 B A S E P P
72.70LID
DOCUMENTATION PROVIDED TO ME BY FOWLER HOMES.
SIGNATURE: DATE: SHEET NO:
NEW TWO STOREY DWELLING
030 - NOTIFICATION PLAN
SITE ADDRESS:
(No. 65 ) WICKS ROAD
NORTH RYDE ,NSW, 2113ELEGANCE
NEW TWO STOREY DWELLING
10.08.21 B-1 RAE
18.08.21 B-2 RAE
09.09.21 B-3 JOHRA
11.10.21 B-4 THERGAM
27.10.21 B-5 THERGAM
03.11.21 B-6 THERGAM
PLANS UPDATED TO DA REQUIREMENTS
DEFERRAL LETTER
UPDATED PLANS
SHEET LIST
I ACCEPT AND APPROVE CURRENT PLANS AND ALL
DOCUMENTATION PROVIDED TO ME BY FOWLER HOMES.
SIGNATURE: DATE: SHEET NO:
DEEMED-TO-SATISFY PROVISIONS OF THE BUILDING CODE OF
AUSTRALIA (BCA) (VOLUME 2), CURRENT EDITIONS OF
RELEVANT AUSTRALIAN AND OTHER APPLICABLE PUBLISHED
STANDARDS AND THE RELEVANT REQUIREMENTS OF LOCAL
AND/OR STATUTORY AUTHORITIES APPLICABLE TO THE
EXECUTION OF THE WORKS. THIS SCHEDULE OF CODES AND
STANDARDS OUTLINES THE MINIMUM ACCEPTABLE
STANDARDS. TERMITE PROTECTION:
PART 3.1.3 - TERMITE RISK MANAGEMENT OF THE BCA
(VOLUME 2) AND TO AS 3660.1-200 TERMITE MANAGEMENT -
NEW BUILDING WORK)
AUTHORITY, CONFIRMING COMPLIANCE WITH THE
PROVISIONS OF THE BCA AND AUSTRALIAN STANDARD.
FLASHING AND DAMP - PROOF COURSES:
FLASHING AND DAMP - PROOF COURSES: TO AS/NZS
2904-199S (DAMP PROOF COURSES AND FLASHINGS).
FASTENERS:
(HOT-DIP GALVANISED (ZINC) COATINGS ON FABRICATED
FERROUS ARTICIES). SELF-DRILLING SCREWS: TO AS
3566.1-2002 (SELF-DRILLING SCREWS FOR THE BUILDING
AND CONSTRUCTION INDUSTRIES)
3.4.2.2 (ACCEPTABLE CONSTRUCTION-FRAMING-STEEL
AS2601-2001 (DEMOLITION OF STRUCTURES).
THE REQUIREMENTS OF THE ENVIRONMENTAL PLANNING &
ASSESSMENT ACT 1979;
AND THE RELEVANT REQUIREMENTS OF PART 3.1.1 OF THE
BCA (VOLUME 2).
3500-2000 (PART 5-DOMESTIC INSTALLATIONS-SECTION 5-
STORMWATER DRAINAGE).
STRUCTURAL DESIGN:
AND THE LIKE REFER TO STRUCTURAL ENGINEERING DETAILS,
TO BE PREPARED BY A QUALIFIED STRUCTURAL ENGINEER.
STRUCTURAL DESIGN IS TO BE IN ACCORDANCE WITH THE
RELEVANT STRUCTURAL DESIGN MANUALS.
TO BE IN ACCORDANCE WITH PART 3.2.4 OF THE BCA
(VOLUME 2)
COMBINATIONS)
AS 1170.4- 2007 (EARTHQUAKE LOADS)
AS 1720.1-2010 (TIMBER STRUCTURES CODE)
AS 2159-2009 (PILING-DESIGN AND INSTALLATION)
AS 2327.1-2017 (COMPOSITE STRUCTURES)
AS 3600-2009 (CONCRETE STRUCTURES)
SUBMIT STRUCTURAL ENGINEER'S DESIGN CERTIFICATION, IN
ACCORDANCE WITH LOCAL AUTHORITY REQUIREMENTS,
THE PRINCIPAL CERTIFYING AUTHORITY PRIOR TO THE
COMMENCEMENT OF WORKS.
(CONCRETE STRUCTURES), GROUND SLABS AND
FOOTINGS: TO AS 2870-2011 (RESIDENTIAL SLABS AND
FOOTINGS-CONSTRUCTION).
AND SUPPLY OF CRETE).
DESIGN AND CONSTRUCT FOOTINGS AND SLABS:
IN ACCORDANCE WITH PART 3.2 OF THE BCA (VOLUME 2) AND
AS 2870-2011 (RESIDENTIAL SLABS AND FOOTINGS), AS
3600-2001 (CONCRETE STRUCTURES) AND AS 2159-2009 (PILING-
DESIGN AND INSTALLATION).
MASONRY CONSTRUCTION: TO BE IN ACCORDANCE WITH
PART 3.3 OF THE BCA (VOLUME 2) AND TO AS 3700-2011
(MASONRY STRUCTURES).
DAMP-PROOF COURSE: USE EXPOSURE CATEGORY TO
AS/NZS 4456.10-2003 (MASONRY UNITS AND SEGMENTAL
PAVERS - METHODS OF TEST-DETERMINING RESISTANCE TO
SALT ATTACK) APPENDIX A (SALT ATTACK RESISTANCE
CATEGORIES).
GALVANISING:
FASTENERS) TO AS 1214-1983 OR AS/NZS 4680-2006, AS
APPROPRIATE, WHERE EXPOSED TO WEATHER, EMBEDDED
IN MASONRY OR IN CONTACT WITH CHEMICALLY TREATED
TIMBER.
(ACCEPTABLE CONSTRUCTION-MASONRY-MASONRY
COMPONENTS FOR MASONRY CONSTRUCTION-WALL TIES);
NON-SEISMIC AREAS: TYPE A; SEISMIC AREAS:TYPE B.
WALL TIE SPACING: TO BCA VOLUME 2 FIGURE 3.3.3.1
(TYPICAL BRICK TIES SPACINGS IN CAVITY AND VENEER
CONSTRUCTION).
TABLE 3.3.3.1 (CORROSION PROTECTION TIES).
LINTELS GENERALL: IN ACCORDANCE WITH PART 3.3.3.4 OF
THE BCA (VOLUME 2).
TIMBER & STEEL FRAMED CONSTRUCTION:
SUB-FLOOR VENTILATION:
TO BE IN ACCORDANCE WITH PART 3.4.1 OF THE BCA (VOLUME
2).
TIMBER FRAMING: TO BE IN ACCORDANCE WITH PART 3.4 OF
THE BCA (VOLUME 2) AND AS 1684.4-2010 (RESIDENTIAL
TIMBER-FRAMED CONSTRUCTION-SIMPLIFIED-NON-
METHODS).
STEEL FRAMING: TO BE IN ACCORDANCE WITH PART 3.4.2 OF
THE BCA (VOLUME 2).
THE BCA) AND/OR AS 4100-1998 (STEEL STRUCTURES)
COLD-FORMED STEEL FRAMING: PROVIDE A PROPRIETRY
SYSTEM DESIGNED TO AS 3623-1993 (DOMESTIC METAL
FRAMING).
ROOF TILE INSTALLATION: TO AS 2050-2002 (INSTALLATION
OF ROOFING TILES).
THE BCA (VOLUME 2).
AND WALL CLADDING-METAL).
ROOF PLUMBING:
TO BE IN ACCORDANCE WITH PART 3.5.2 OF THE BCA (VOLUME
2) AND AS/NZS 3500-2003 (PART 3-STORMWATER DRAINAGE)
AND AS/NZS 3500-2000 (PART 5-DOMESTIC INSTALLATION-
SECTION 5-STORMWATER DRAINAGE).
TO BE IN ACCORDANCE WITH PART 3.5.3 OF THE BCA
(VOLUME 2).
THE THERMAL INSULATION OF BUILDINGS-GENERAL CRITERIA
AND TECHNICAL PROVISIONS), SECTION 5.
REFLECTIVE INSULATION: TO AS/NZS 4859.1- 2002, SECTION 9
SARKING MATERIAL: TO AS/NZS 4200.1-1994 (PLIABLE
BUILDING MATERIALS AND UNDERLAYS-MATERIAL(S)).
GLAZING TO BE IN ACCORDANCE WITH PART 3.6 OF THE
BCA (VOLUME 2).
(GLASS IN BUILDINGS-SELECTION AND INSTALLATION).
TIMBER DOORSETS: TO AS 2688-1984 (TIMBER DOORS).
TIMBER FRAMES AND JAMB LININGS: TO AS 2689-1984
(TIMBER DOORSETS).
5039-2008 (SECURITY SCREEN DOORS AND SECURITY
WINDOW GRILLES).
(WINDOWS IN BUILDINGS-SELECTION AND INSTALLATION).
DOORSET INSTALLATION: TO AS 1909-1984 (INSTALLATION
OF TIMBER DOORSETS).
GARAGE DOORS).
PLASTERBOARD).
(GYPSUM LININGS IN RESIDENTIAL AND LIGHT
COMMERCIAL CONSTRUCTION-APPLICATION AND
FIBRE CEMENT: TO AS/NZS 2908.2-2000 (CELLULOSE-
CEMENT PRODUCTS-FLAT SHEETS), TYPE B, CATGEORY 2.
FIBROUS PLASTER PRODUCTS: TO AS 2185-1978 (FIBROUS
PLASTER PRODUCTS).
FIRE SAFETY:
FIRE SEPARATION:
TO BE IN ACCORDANCE WITH PART 3.7.1 OF THE BCA
(VOLUME 2).
FIRE SEPARATION-ROOF LIGHTS: PART 3.7.1.10 OF THE BCA
(VOLUME 2).
METHODS.
TO BE IN ACCORDANCE WITH PART 3.7.2 OF THE BCA
(VOLME 2); AND AS 3786-2014 (SMOKE ALARMS). WET AREAS:
REFER TO 'WATERPROOFING'.
HEALTH AND AMENITY:
TO BE IN ACCORDANCE WITH PART 3.8.2 OF THE BCA
(VOLUME 2).
TO BE IN ACCORDANCE WITH PART 3.8.3.2 AND 3.8.3.3 OF
THE BCA (VOLUME 2).
NATURAL AND ARTIFICIAL LIGHT:
TO BE IN ACCORDANCE WITH PARTS 3.8.4.2 AND 3.8.4.3 OF
THE BCA (VOLUME 2).
TO BE IN ACCORDANCE WITH PART 3.8.5 OF THE BCA
(VOLUME 2).
BCA (VOLUME 2).
THE BCA (VOLUME 2).
TO BE IN ACCORDANCE WITH PART 3.8.6.1 OF THE BCA
(VOLUME 2).
STAIR CONSTRUCTION:
TO BE IN ACCORDANCE WITH PART 3.9.1.1 OF THE BCA
(VOLUME 2) - ACCEPTABLE CONSTRUCTION PRACTICE.
SAFE MOVEMENT AND ACCESS:
TO BE IN ACCORDANCE WITH PART 3.9.2.1 OF THE BCA
(VOLUME 2) - ACCEPTABLE CONSTRUCTION PRATICE.
BLOCK AND TILE FINISHES:
3958.1-2007 (CERAMIC TILES - GUIDE TO THE INSTALLATION
OF CERAMIC TILES) AND AS 3958.2-1992 (CERAMIC TILES -
GUIDE TO THE SELECTION OF A CERAMIC TILING SYSTEM).
ADHESIVES: TO AS 2358-1992 (ADHESIVES - FOR FIXING
CERAMIC TILES).
TO BE IN ACCORDANCE WITH PART 3.8.1 OF THE BCA
(VOLUME 2).
BUILDINGS).
FLOOR COATINGS AND COVERINGS:
COVERINGS - INSTALLATION PRACTICE - GENERAL).
PRACTICES).
PAINTING:
BY AS/NZS 2311-2017 (GUIDE TO THE PAINTING OF
BUILDINGS) AND AS/NZS 2312-2002 (GUIDE TO THE
PROTECTION OF THE STRUCTURAL STEEL AGAINST
ATMOSPHERIC CORROSION BY THE USE OF PROTECTIVE
COATINGS). PLUMBING INSTALLATIONS:
CONSULTANT'S LOCA OR STATUTORY AUTHORITY'S
REQUIREMENTS TAKE PRECENDENCE OVER THE FOLLOWING
STANDARDS TO THE EXTENT OF THE DISCREPANCY.
PLUMBING AND DRAINING PRODUCTS: TO SAA MPS2-2001
(MANUAL OF AUTHORIZATION PROCEDURES FOR PLUMBING
AND DRAINAGE PRODUCTS) AND AS/NZS 3718-2005
(WATER SUPPLY - TAP WARE).
DRAINAGE - STORMWATER DRAINAGE) OR AS/NZS
3500.5-2012 (NATIONAL PLUMBING AND DRAINAGE -
DOMESTIC INSTALLATIONS).
(PLUMBING AND DRAINAGE - HEATED WATER SERVICES) OR
AS/NZS 3500.5-2012
ELECTRICAL INSTALLATIONS:
CONSULTANT'S, LOCAL OR STATUTORY AUTHORITY'S
REQUIREMENTS TAKE PRECEDENCE OVER THE FOLLOWING
STANDARDS TO THE EXTEN OF THE DISCREPANCY
ELECTRICAL INSTALLATION: TO AS/NZS 3018-2001
(ELECTRICAL INSTALLATION - DOMESTIC INSTALLATIONS).
SMOKE DETECTION INSTALLATION AND TESTING:
TO AS 1670.1-2004 (FIRE DETECTION, WARNING, CONTROL
AND INTERCOM SYSTEMS - SYSTEM DESIGN, INSTALLATION,
AND COMMISSIONING - FIRE) IN ACCORDANCE WITH THE
REQUIREMENTS OF THE BUILDING CODE TO MAINS POWER.
TEST ELECTRICAL INSTALLATIONS: TO AS/NZS 3017-2007
(ELECTRICAL INSTALLATIONS - TESTING GUIDELINES). CERTIFY
COMPLIANCE WITH AS/NZS 3018-2007.
VENTILATION AND AIR CONDITIONING IN BUILDINGS -
MECHANICAL VENTILATION FOR ACCEPTABLE INDOOR
QUALITY) - GRADE 2 AMENITY.
SPECIFICATIONS AND SCHEDULES. NOTIFY ANY
DISCREPANCIES BETWEEN DOCUMENTS PRIOR TO
PROCEEDING WITH THE WORKS.
DRAWINGS AT SMALLER SCALES. NOTIFY ANY
DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORKS.
EXECUTION OF THE WORKS:
COMPLIANCE WITH:
REQUIREMENTS;
CERTIFICATE CONSISTENT WITH THE WORKS.
-THE CURRENT EDITION OF THE BUILDING CODE OF
AUSTRALIA ( AS AMENDED); AND
OTHER APPLICABLE PUBLISHED STANDARDS RELEVANT TO
THE EXECUTION OF THE WORKS. UNITS OF MEASUREMENT:
DIMENSIONS ARE SHOWN IN MILLIMETRES UNLESS NOTED
OTHERWISE.
STORED AND INSTALLED IN ACCORDANCE WITH THE
MANUFACTURER'S CURRENT WRITTEN INSTRUCTIONS.
AND OTHER STRUCTURAL ELEMENTS ARE TO BE
CONSTRUCTED IN ACCORDANCE WITH THE STRUCTURAL
ENGINEER'S DETAILS AND SPECIFICATIONS.
FRESH WATER, GAS SUPPLY AND OTHER HYDRAULIC
SERVICES ARE TO BE CONSTRUCTED IN ACCORDANCE
WITH LOCAL AUTHORITY AND HYDRAULIC ENGINEER'S
REQUIREMENTS.
COORDINATION:
THE ARCHITECTURAL DRAWINGS, AND THE
DOCUMENTATION OF OTHER CONSULTANTS. NOTIFY ANY
DISCREPANCIES BETWEEN THE ARCHITECTURAL AND/OR
OTHER CONSULTANTS DOCUMENTATION PRIOR TO
PROCEEDING WITH THE WORKS.
NOTED.
BRICK WALL.
WET AREAS:
MAY VARY. ALL FIXTURES SHOWN ARE BASED ON
STANDARD INCLUSIONS. MEASUREMENTS MAY VARY AS
PER THE AVAILABILITY AND PRODUCT SELECTION.
MEASUREMENTS:
FINISH HAVE BEEN TAKEN. WHERE NEEDED,
MEASUREMENTS MAY NEED TO BE ACCOUNTED FOR
FINISH ONTOP OF CURRENT DIMENSION.
CONSULTANTS:
BACK TO ORIGINAL DRAWINGS PROVIDED.
DOOR JAMBS:
WHERE MINIMUM DIMENSION CANNOT BE ACHIEVED,
DOOR TO BE CENTERED BETWEEN WALLS.
DRIVEWAY:
STAIRS:
ROOF PLANS:
CLADDING
APPLICABLE.
BALUSTRADES
LEVEL.
ONLY.
THIS DETAIL SURVEY IS NOT A "SURVEY" AS DEFINED BY THE
SURVEYORS ACT 1929. IF ANY CONSTRUCTION IS
PLANNED IT WOULD BE ADVISABLE TO CARRY OUT
FURTHER SURVEY WORK TO DETERMINE THE BOUNDARY
DIMENSIONS.
THEY SHOULD BE CONFIRMED BY FURTHER SURVEY.
CONTOURS SHOWN DEPICT THE TOPOGRAPHY, EXCEPT
AT SPOT LEVELS SHOWN, THEY DO NOT REPRESENT THE
EXCAT LEVEL AT ANY PARTICULAR POINT.
SERVICES SHOWN HEREON HAVE BEEN DETERMINED
FROM VISUAL EVIDENCE ONLY. PRIOR TO ANY
DEMOLITION, EXCAVATION, OR CONSTRUCTION ON THE
SITE THE RELEVANT AUTHORITY SHOULD BE CONTACTED
TO ESTABLISH DETAILED LOCATION AND DEPTH.
AUSTRALIAN HEIGHT DATUM WAS ESTABLISH FROM SSM
168755 RL 69.056.
THE INFORMATION IS ONLY TO BE USED AT A SCALE
ACCURACY OF 1:200M.
SITE SPECIFIC HAZARDS:
EXISTING POOL
YOURSELF FAMILIAR WITH EMERGENCY CONTACTS. SITE
SPECIFIC HAZARDS AND THE SITE SPECIFIC INDUCTION
INFORMATION THAT IS LOCATED ON THE SITE INDUCTION
SIGN. IF YOU HAVE ANY TROUBLE UNDERSTANDING THIS
INSTRUCTION, CONTACT THE SITE SUPERVISOR OR
EMERGENCY CONTACT NUMBER LOCATED ON THE SIGN.
I ACCEPT AND APPROVE CURRENT PLANS AND ALL
DOCUMENTATION PROVIDED TO ME BY FOWLER HOMES.
SIGNATURE: DATE: SHEET NO:
DOCUMENTATION PROVIDED TO ME BY FOWLER HOMES.
SIGNATURE: DATE: SHEET NO:
FGL 73.200
NGL 72.75
CUT +100
FGL 73.200
NGL 73.30
CUT +500
FGL 73.200
NGL 73.70
CUT +650
FGL 73.200
NGL 73.85
PROPOSED RESIDENCE
FFL +/- 100mm
P P
K O
LO T 1 3
S P 9 1 6 0 1
M E TA
FENCE
C O N C .
2 S TO
R E Y
B R IC K D U P L E X
TI L E R O O F
N o . 4 6 & 4 6 A
2 S TO
R E Y
TI LE R O O F
C LA
TI LE R O O F
N o . 6 3
G A R A G E
K E R B
O A D
122°28'00"
7 2
7 3
7 4
71 .6
D IA 0 .1 M H T4 M
D IA 0 .1 M H T4 M
D IA 0 .1 M H T4 M
D IA 0 .1 M H T4 M
D IA 0 .1 M H T4 M
D IA 0.2M
H T3 M
H T3 M
D IA 0.2M
71.54TK
71.86TK
7 1 .1 7 B A S E P P
7 2 .5 6 B A S E P P
72.70LID
2 5 7 5
3 9 3 5
1 7 5 3
1 6 3 3RETAINING WALL (BY
OWNER)
G LA
9 0 4 6
5.71m² IS %25 OF TOTAL
ARTICULATION AREA 22.857 m²
25111191768
DRIVEWAY
6904
DOCUMENTATION PROVIDED TO ME BY FOWLER HOMES.
SIGNATURE: DATE: SHEET NO:
REFER TO COUNCIL REGULATIONS
FLOOR SPACE RATIO:
* AREAS ARE MEASURED FROM INTERNAL FACE OF EXTERNAL WALLS. EXCLUDING
FIRST FLOOR, VOIDS
268.97 m²*
S P
M E
T A
P A
V IN
DOCUMENTATION PROVIDED TO ME BY FOWLER HOMES.
SIGNATURE: DATE: SHEET NO:
K E R B
2200
4%
12.5%
23.23%
12.5%
1 5 3 8
DOCUMENTATION PROVIDED TO ME BY FOWLER HOMES.
SIGNATURE: DATE: SHEET NO:
S S
SS SSSSSSSSSSSSSS
STORMWATER OVERFLOW FROM RW TANK TO BE CONNECTED TO KERB OUTLET
STORMWATER TO BE CONNECTED TO RWT
ROOF AREA TO BE COLLECTED INTO RAINWATER TANK SHOWN BY BLUE AREA. APPROX238.67m²
2 X 6000L ABOVE GROUND
RE-USE RAINWATER/
DETENTION TANKS
P P
K O
LO T 1 3
S P 9 1 6 0 1
M E TA
FENCE
C O N C .
2 S TO
R E Y
B R IC K D U P L E X
TI L E R O O F
N o . 4 6 & 4 6 A
2 S TO
R E Y
TI LE R O O F
C LA
TI LE R O O F
N o . 6 3
G A R A G E
K E R B
O A D
122°28'00"
7 2
7 3
7 4
71 .6
D IA 0 .1 M H T4 M
D IA 0 .1 M H T4 M
D IA 0 .1 M H T4 M
D IA 0 .1 M H T4 M
D IA 0 .1 M H T4 M
D IA 0.2M
H T3 M
H T3 M
D IA 0.2M
71.54TK
71.86TK
7 1 .1 7 B A S E P P
7 2 .5 6 B A S E P P
72.70LID
DOCUMENTATION PROVIDED TO ME BY FOWLER HOMES.
SIGNATURE: DATE: SHEET NO:
P P
K O
LO T 1 3
M E TA
FENCE
C O N C .
2 S TO
R E Y
B R IC K D U P L E X
TI L E R O O F
N o . 4 6 & 4 6 A
C LA
TI LE R O O F
N o . 6 3
G A R A G E
K E R B
O A D
122°28'00"
7 2
7 3
7 4
71 .6
D IA 0 .1 M H T4 M
D IA 0 .1 M H T4 M
D IA 0 .1 M H T4 M
D IA 0 .1 M H T4 M
D IA 0 .1 M H T4 M
D IA 0.2M
H T3 M
H T3 M
D IA 0.2M
71.54TK
71.86TK
7 1 .1 7 B A S E P P
7 2 .5 6 B A S E P P
72.70LID
DOCUMENTATION PROVIDED TO ME BY FOWLER HOMES.
SIGNATURE: DATE: SHEET NO:
LOT: 12 DP: 28396
(No. 65 ) WICKS ROAD
NORTH RYDE ,NSW, 2113
NOISE AND VIBRATION CONTROL:
-BOREHOLE REPORT SHOWS NO ROCK WITHIN SITE. MINIMAL VIBRATION AND NOISE DURING PIER HOLE DRILLING.
- SITE PLAN INDICATES MINIMAL CUT AND FILL. PLANT USE WILL BE LOW IMPACT AND FOR MINIMAL TIMBERFRAMES.
SEDIMENT FENCE
ROUND
MIN. 150x100mm TRENCH WITH COMPACTED BACKFILL (SET INTO CONCRETE IF ON ROCK)
GEOTEXTILE FILTER FABRIC TO BE LAID BELOW TRENCH
GEOTEXTILE FILTER FABRIC ATTACHED TO TIMBER POSTS
M IN
UNDISTURBED G ROUND
MAX. 3 .0m
1.5m HIGH TIMBER POSTS @ 3.0m C/C MAX. DRIVEN MIN. 500mm INTO GROUND
NOT TO SCALE
1. ALL EROSION AND SEDIMENTATION CONTROL MEASURES, INCLUDING REVEGETATION AND STORAGE OF SOIL AND TOPSOIL, SHALL BE IMPLEMENTED TO THE STANDARDS OF THE SOIL CONSERVATION OF NSW AND INSPECTED DAILY BY THE SITE MANAGER.
2. ALL DRAINAGE WORKS SHALL BE CONSTRUCTED AND STABILIZED AS EARLY AS POSSIBLE DURING DEVELOPMENT.
3. SEDIMENT TRAPS SHALL BE CONSTRUCTED AROUND ALL INLET PITS, CONSISTING OF 300mm WIDE x 300mm DEEP TRENCH.
4. ALL SEDIMENT BASINS AND TRAPS SHALL BE CLEANED WHEN THE STRUCTURES ARE A MAXIMUM OF 60% FULL OF SOIL MATERIALS, INCLUDING THE MAINTENANCE PERIOD.
5. ALL DISTURBED AREAS SHALL BE REVEGITATED AS SOON AS THE RELEVANT WORKS ARE COMPLETED.
6. SOIL AND TOPSOIL STOCKPILES SHALL BE LOCATED AWAY FROM DRAINAGE LINES AND AREA WHERE WATER MAY CONCENTRATE. ALL ROADS AND FOOTPATHS TO BE SWEPT DAILY.
7. FILTER SHALL BE CONSTRUCTED BY STRETCHING A FILTER FABRIC (PROPEX OR APPROVED EQUIVALENT BETWEEN POST AT 3.0m CENTRES. FABRIC SHALL BE BURIED 150mm ALONG ITS LOWER EDGE.
8. DUST PREVENTION MEASURES TO BE MAINTAINED AT ALL TIMES.
REFP
UP
17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
DW
MW
DPDPDP
1 020
1 020
820 * LDR D03
2 1 4 3 x 4 8 1 0 _ P L D
D 0 2
W 0 1
S D 0 7
W 0 8
102020801020
ROBE
COLD WATER POINT
3 5 0
W 0 1
8 5 0
1 0 9 1 0
INSULATION
O V E R A LL
W IN D O W S & D O O R S
E X T. W
O V E R A LL
W IN D O W S & D O O R S
E X T. W
3 3 5 0
6 7 3 0
P IE R
3 5 0
2 4 0
K IT C H E N / D IN IN G / F A M IL Y
1 0 4 3 0
2 4 0
2 4 0
7 9 0 0
9 0 0
1 6 3 0
3 7 0 0
2 5 9 0
1 0 2 0
5 5 4 0
2 5 9 0
5 5 0 9 0
E N TR Y
1 4 8 0
5 5 4 0
2 5 9 0
P A TI O
1 3 3 0
RAINWATER TAP LOCATION
DOCUMENTATION PROVIDED TO ME BY FOWLER HOMES.
SIGNATURE: DATE: SHEET NO:
GARAGE 36.01 m²
PATIO 2.59 m²
VOID 15.00 m²
TOTAL 305.38 m²
32.87
NOTES: • ALL SQUARE SET OPENINGS TO BE 2400mm HIGH TO GROUND FLOOR.
• ALL SQUARE SET OPENINGS TO BE 2100mm HIGH TO FIRST FLOOR.
• ALL GROUND FLOOR ENTRY,EXTERNAL, INTERNAL AND LAUNDRY DOORS TO BE 2340mm HIGH.
• WINDOWS TO HAVE PROTECTION OF OPENABLE WINDOWS TO COMPLY WITH THE BUILDING CODE OF AUSTRALIA VOLUME 2 2013. IN RELATION TO THE BEDROOM WINDOWS.
PROVIDE THE FOLLOWING AS PER BASIX REQUIREMENTS: • R2.0 INSULATION BATTS TO CANTILEVERED FLOOR OF BED 2.
• R5.0 INSULATION BATTS TO CEILING(EXCLUDING GARAGE)
• R2.0 INSULATION BATTS TO INT. WALLS OF PDR, BATH & L'DRY.
UP
S P R E A D E R
17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
1 020
1 020
MASTER SUITE
820 D07
W 1 0
GALLERY
W 1 5
W 1 4
2 7 0
1 5 7 0
2 1 7 0
C N R 3 5
C N R 0 8 /1 6 -0 8
C N R 3 6
9 6 7 0
W 3 2
EXT. WALLS O V E R A LL
W IN D O W S & D O O R S
O V E R A LL
W IN D O W S & D O O R S
E X T. W
LE IS U R E
3 3 5 0
1 2 0
2 4 0
G A LL E R Y / L E IS U R E
6 0 0 0
W IR
G A LL E R Y
2 6 8 0
R O B E
1 3 7 5
W IR
1 2 0 0
1 5 9 0
1 2 0 0
M A S TE R S U IT E
3 2 3 0
M A S TE R S U IT E
3 2 3 0
5 5 0 9 0
B E D 2
3 6 9 0
3 2 3 0
5 5 0 9 0
B E D 2
3 6 9 0
A LL
RAINWATER TAP LOCATION
DOCUMENTATION PROVIDED TO ME BY FOWLER HOMES.
SIGNATURE: DATE: SHEET NO:
SQUARES
GARAGE 36.01 m²
PATIO 2.59 m²
VOID 15.00 m²
TOTAL 305.38 m²
32.87
NOTES: • ALL SQUARE SET OPENINGS TO BE 2400mm HIGH TO GROUND FLOOR.
• ALL SQUARE SET OPENINGS TO BE 2100mm HIGH TO FIRST FLOOR.
• ALL GROUND FLOOR ENTRY,EXTERNAL, INTERNAL AND LAUNDRY DOORS TO BE 2340mm HIGH.
• WINDOWS TO HAVE PROTECTION OF OPENABLE WINDOWS TO COMPLY WITH THE BUILDING CODE OF AUSTRALIA VOLUME 2 2013. IN RELATION TO THE BEDROOM WINDOWS.
PROVIDE THE FOLLOWING AS PER BASIX REQUIREMENTS: • R2.0 INSULATION BATTS TO CANTILEVERED FLOOR OF BED 2.
• R5.0 INSULATION BATTS TO CEILING(EXCLUDING GARAGE)
• R2.0 INSULATION BATTS TO INT. WALLS OF PDR, BATH & L'DRY.
B O U N D A R Y
B O U N D A R Y
GROUND FLOOR RL 73.585
FIRST FLOOR RL 76.625
FIRST CEILING RL 79.215
GARAGE FLOOR RL 73.413
2 9 1 2
2 5 9 0
450
600
W IN D O W H E A D H E IG
H T
FIRST FLOOR RL 76.625
FIRST CEILING RL 79.215
GARAGE FLOOR RL 73.413
2 9 1 2
2 7 4 0
2 5 9 0
4 1 1 4
6 5 6 5
600
W IN D O W H E A D H E IG
H T
DOCUMENTATION PROVIDED TO ME BY FOWLER HOMES.
SIGNATURE: DATE: SHEET NO:
GROUND FLOOR RL 73.585
GROUND CEILING RL 76.325
FIRST FLOOR RL 76.625
FIRST CEILING RL 79.215
2 5 9 0
2 7 4 0
AXON 133mm
2 4 0 0
22.5
W IN D O W H E A D H E IG
H T
2 2 8 4
W IN D O W H E A D H E IG
H T
FWT TWT
W IN D O W H E A D H E IG
H T
2 2 8 4
W IN D O W H E A D H E IG
H T
DOCUMENTATION PROVIDED TO ME BY FOWLER HOMES.
SIGNATURE: DATE: SHEET NO:
GROUND FLOOR RL 73.585
GROUND CEILING RL 76.325
FIRST FLOOR RL 76.625
FIRST CEILING RL 79.215
APPROVED COLLARS TO THE
HOUSE (EXCLUDING GARAGE) BY FOWLER HOMES
TO COMPLY WITH BASIX CERTIFICATE
ROOF TRUSSES TO
CEILINGS & EAVES AREA
PRIMED TRIMMING
FOWLER HOMES TO COMPLY
CERTIFICATE TO THE UNDERSIDE
DOCUMENTATION PROVIDED TO ME BY FOWLER HOMES.
SIGNATURE: DATE: SHEET NO:
REQUIREMENTS:
• R5.0 INSULATION BATTS TO
PDR, BATH & L'DRY.
DOCUMENTATION PROVIDED TO ME BY FOWLER HOMES.
SIGNATURE: DATE: SHEET NO:
01 Entry Door: 1020 * 2340 1020 ENTRY
02 Garage_Door: 2143 x 4810_PLD 2143 4810 GARAGE
03 Laundry_Door: 820 * LDR 2340 820
05 Internal_Door: 820 * 2340 820 FOYER
06 Internal_Door: 820 * 2340 820 L'DRY
07 Internal_Door: 820 2040 820 MASTER SUITE
08 Internal_Door: 820 2040 820 ENS
09 Internal_Door: 820 2040 820 BED 2
10 Internal_Double_Door: 2 x 820 2040 1640 BED 2
11 Internal_Double_Door: 2 x 520 2040 1040 HALLWAY
12 Internal_Door: 820 2040 820 BATH
13 Internal_Door: 820 2040 820 BED 3
14 Internal_Double_Door: 2 x 520 2040 1040 BED 3
15 Internal_Door: 820 2040 820 BED 4
16 Internal_Double_Door: 2 x 520 2040 1040 BED 4
17 Internal_Door: 820 * 2340 820 2 WAY PDR
18 Robe Doors_Sliding_3_door: 3 x 720 MSD 2040 2165 GUEST SUITE
20 Internal_Door: 820 2040 820 2 WAY PDR
21 Internal_Door: 820 * 2340 820 DINING
30 Internal_Door: 820 * 2340 820 GUEST SUITE
33 Cavitiy_Sliding_Door: 820 CSD * 2340 820 DINING
WINDOW & SLIDING DOOR SCHEDULE
OBSCURED GLAZING
W 01 AFW 20/08 2035 850 FIXED STANDARD ALUMINIUM No
W 02 AS 10/06 1030 610 SLIDING STANDARD ALUMINIUM Yes
W 06 AS 24/27T 2400 2650 SLIDING STANDARD ALUMINIUM No
SD 07 ASD 24/36 2400 3612 SLIDING STANDARD ALUMINIUM No
W 08 AS 18/08T 1800 850 SLIDING STANDARD ALUMINIUM No
W 10 AFW 20/08 2035 850 FIXED STANDARD ALUMINIUM No
W 12 AS 10/06 1030 610 SLIDING STANDARD ALUMINIUM Yes
W 13 AS 10/08 1030 850 SLIDING STANDARD ALUMINIUM No
W 14 AS 08/22 857 2170 SLIDING STANDARD ALUMINIUM No
W 15 AFW 08/12 857 1210 FIXED STANDARD ALUMINIUM No
W 16 AS 06/24 600 2410 SLIDING STANDARD ALUMINIUM No
W 17 AS 06/24 600 2410 SLIDING STANDARD ALUMINIUM No
W 18 AS 12/12 1200 1210 SLIDING STANDARD ALUMINIUM Yes
W 19 AFW 06/27 600 2650 FIXED STANDARD ALUMINIUM No
W 21 AS 06/24 600 2410 SLIDING STANDARD ALUMINIUM No
W 22 AS 06/24 600 2410 SLIDING STANDARD ALUMINIUM No
W 23 AS 05/24 514 2410 SLIDING STANDARD ALUMINIUM No
W 28 AFW 24/06 2340 610 FIXED STANDARD ALUMINIUM No
W 29 AFW 24/06 2340 610 FIXED STANDARD ALUMINIUM No
W 30 AS 06/18 600 1810 SLIDING STANDARD ALUMINIUM No
W 32 AA 14/08 1800 850 AWNING STANDARD ALUMINIUM No
CNR 35 CNR 08/22-22 857 2080 x2080 CORNER WINDOW
STANDARD ALUMINIUM No
STANDARD ALUMINIUM No
P P
K O
LO T 1 3
M E TA
FENCE
C O N C .
C LA
TI LE R O O F
N o . 6 3
G A R A G E
K E R B
O A D
122°28'00"
7 2
7 3
7 4
71 .6
D IA 0.2M
H T3 M
H T3 M
D IA 0.2M
71.54TK
71.86TK
7 1 .1 7 B A S E P P
7 2 .5 6 B A S E P P
72.70LID
DOCUMENTATION PROVIDED TO ME BY FOWLER HOMES.
SIGNATURE: DATE: SHEET NO:
FIRST CEILING RL 79.215
GROUND FLOOR RL 73.585
FIRST CEILING RL 79.215 FIRST CEILING RL 79.215
GARAGE FLOOR RL 73.413 GROUND FLOOR RL 73.585GROUND FLOOR RL 73.585
FIRST CEILING RL 79.215 FIRST CEILING RL 79.215
EXISTING
DOCUMENTATION PROVIDED TO ME BY FOWLER HOMES.
SIGNATURE: DATE: SHEET NO:
P P
K O
LO T 1 3
M E TA
FENCE
C O N C .
C LA
TI LE R O O F
N o . 6 3
G A R A G E
K E R B
O A D
122°28'00"
7 2
7 3
7 4
71 .6
D IA 0.2M
H T3 M
H T3 M
D IA 0.2M
71.54TK
71.86TK
7 1 .1 7 B A S E P P
7 2 .5 6 B A S E P P
72.70LID
DOCUMENTATION PROVIDED TO ME BY FOWLER HOMES.
SIGNATURE: DATE: SHEET NO:
NEW TWO STOREY DWELLING
030 - NOTIFICATION PLAN