CONCRETE
FINISHING
DRIVEWAY
DP DP
DP
DP
DP
DP
SITE BOUNDARY
CONTEVE WAY
TAPTAP
TAPTAP
18.0294°41'20"
15.7
21°53'40"
21.0294°41'20"
12.7
21°53'40"
4.34138°17'
LOT 1615326m²
PROPOSEDDOUBLE STOREY
Lot No.1614VACANT
Lot No.1616VACANT
E-2
E-2
SITE PLAN
SCALE 1:200
WRITTEN DIMENSION TO TAKE PRECEDENCE OVER
SCALE AND BE VERIFIED ON SITE.
THESE DRAWINGS ARE TO BE READ IN
CONJUNCTION WITH OTHER RELATED DRAWINGS.
OUR COMPANY TAKES NO RESPONSIBILITY FOR
ANY ERRORS OR COMMISSIONS ON THE PLANS.
ALL WORKS SHALL COMPLY WITH BUT NOT BE
LIMITED TO THE FOLLOWING AUSTRALIAN
STANDARDS:
A.S.1288-2006 GLASS IN BUILDING - SELECTION
AND INSTALLATION
A.S.1684-2010 NATIONAL TIMBER FRAMING CODE
A.S.2047-2014 WINDOWS IN BUILDING -
SELECTION AND INSTALLATION
A.S.2049-2002 ROOF TILES
A.S.2050-2002 INSTALLATION OF ROOFING TILES
A.S.2870-2011 RESIDENTIAL SLABS AND
FOOTINGS CONSTRUCTION
AS/NZS2904-1995DAMP PROOF COURSED AND
FLASHINGS
A.S.3660.1-2000PROTECTION OF BUILDING
AGAINST SUBTERRANEAN
TERMITES - PART 1 NEW BUILDING
A.S.3700-2011 MASONRY STRUCTURES
A.S.3740-2010 WATERPROOFING OF WET AREAS
IN RESIDENTIAL BUILDINGS
A.S.3786-2004 SMOKE ALARMS
CONCRETE
ALL CONCRETE FOOTINGS AND SLAB WORKS SHALL
COMPLY WITH A.S.2870.1-1998 RESIDENTIAL SLABS
AND FOOTINGS PART:1 CONSTRUCTION IN THE
ABSENCE OF ENGINEER'S DRAWINGS OR
COMPUTATIONS.
EXCAVATION
EXCAVATE FOOTINGS AND DRAINS AS SHOWN.
KEEP EXCAVATIONS DRY AND BACKFILL WITH
APPROVED MATERIALS FREE OF ANY BUILDING
DEBRIS.
SOIL CLASSIFICATION
THESE PLANS SHALL BE READ IN CONJUNCTIONS
WITH THE SOIL TEST REPORT. FOOTINGS TO BE
FOUNDED AT THE MINIMUM DEPTHS INDICATED IN
THE SOIL TEST REPORT. THE H.G.F.L. RECOMMENDS
THAT FOOTINGS/SLABS AND DRAINAGE DESIGNED
AND INSPECTED BY AND ENGINEERS TO SATISFY
THEIR REQUIREMENTS.
BRICK VENEER WALLS
COMPLY WITH A.S.3700 MASONRY IN BUILDING AND
A.S.2904 DAMP PROOF COURSES AND FLASHINGS.
USE BRICKS AS SELECTED AND M3(1:1:6) MORTAR.
USE FACE FIXING CAVITIES TO AVOID HOLES IN FOIL
INSULATION MATERIALS. PROVIDED ARTICULATION
JOINTS AS RECOMMENDED BY SOIL TEST REPORT
AND IN STRICT ACCORDANCE WITH TECHNICAL
NOTE C9 OF CEMENT AND CONCRETE
ARTICULATION JOINTS TO BE CONSTRUCTED AT
5.0m SPACING (MAX.) AND PREFERABLY LOCATED
BEHIND DOWNPIPES AND BESIDE FULL HEIGHT
OPENINGS IN ACCORDANCE WITH TN61 OF THE
CEMENT AND CONCRETE ASSOCIATION.
STEEL LINTELS TO EACH 110mm BRICK SKIN
OVERALL OPENING NOT OTHERWISE SPECIFIED
(ALL EXTERNAL LINTELS TO BE HOT DIP
GALVANIZED):
GENERAL NOTES & SPECIFICATIONS
TIMBER FRAMING
ALL WORKS TO BE CARRIED OUT IN STRCIT
ACCORDANCE WITH A.S.1684 TIMBER FRAMING CODE,
AND SUPPLEMENT TABLES.
WALL CONSTRUCTION:
- TIMBER STUDS TO BE 90X35 F5 PINE @ 450 CTRS.
- TIMBER STUDS OVER 2700 HIGH TO BE 90X45 F5
PINE @450 CTRS.
- TIMBER STUDS OVER 3000 HIGH TO BE 90X70 F5
PINE @700 CTRS.
- TOP AND BOTTOM PLATES TO BE 90X45 F5 PINE.
- BRACING TO BE PERFORATED METAL ANGLE.
- INTERNAL LINING: DRY AREAS TO BE 10mm THICK
PLASTERBOARD, WET AREAS "HARDIES"
VILLABOARD 6mm THICK.
- STUDS @ MORE THAN 1500mm WIDE TO BE 90X90
F5 PINE.
STORMWATER
90mm Ø CLASS 6 U.P.V.C. STORMWATER LINE LAID TO A
MIN. GRADE OF 1:100 AND CONNECTED TO THE LEGAL
POINT OF DISCHARGE AS DIRECTED BY CITY
ENGINEER. PROVIDE INSPECTION OPENINGS @900 C/C
AND AT EACH CHANGE OF DIRECTION. THE COVER TO
UNDERGROUND STORMWATER NOT LESS THAN :
- 100mm UNDER SOIL
- 50mm UNDER PAVED OR CONCRETE AREAS
- 100mm UNDER UNREINFORCED CONCRETE OR
PAVED DRIVEWAYS
- 75mm UNDER REINFORCED CONCRETE
DRIVEWAYS
SMOKE ALARMS
SMOKE ALARMS SHOWN ON PLANS ARE TO BE
PROVIDED AND INSTALLED IN ACCORDANCE WITH
A.S.3786-1993. AND UNLESS INSTALLED IN AN EXISTING
PART OF A CLASS 1,2,3 OR 4 PART OF A BUILDING THE
SMOKE ALARMS SHALL BE WIRED WITH BATTERY
BACKUP.
VEHICLE CROSSOVER
IF VEHICLE CROSSOVER IS NOT PROVIDED OR
EXISTING CROSSOVER IS NOT IN CORRECT POSITION.
THE FULL COST TO CONSTRUCT NEW VEHICLE
CROSSOVER IS TO BE AT THE OWNER'S EXPENSE, AND
TO BE IN ACCORDANCE THE RESPONSIBLE AUTHORITY.
PLASTER
PROVIDE 10mm THICK PLASTERBOARD TO WALLS AND
10mm THICK PLASTERBOARD TO CEILING. ALL WET
AREAS SHALL HAVE APPROVED 10mm THICK
WATERPROOF PLASTERBOARD OR 'HARDIES'
VILLABOARD INSTALLED IN STRICT ACCORDANCE WITH
MANUFACTURERS INSTRUCTIONS AND
SPECIFICATIONS.
SAFETY GLAZIING TO BE USED IN FOLLOWING CASES:
- ALL ROOMS WITHIN 500mm VERTICAL FROM
FLOOR
- BATHROOMS WITHIN 1500mm VERTICAL FROM THE
BATH BASE
- LAUNDRY WITHIN 1200mm VERTICAL FROM FLOOR
AND/OR WITH 300mm VERTICAL OF TROUGH
- DOORWAY WITH 300mm HORIZONTAL FROM ALL
DOORS
Project :
Checked:Drawn:
Scale :
Owner :
Address : Date :
Ref No:
Sheet No:NOTE
THIS PROPERTY IS NOT IN A DESIGNATED BUSHFIRE PRONE AREA.
NO SPECIAL BUSHFIRE CONSTRUCTION REQUIREMENTS APPLY.
UP TO 600
UP TO 1800
UP TO 2100
UP TO 3000
100 X 10
100 X 100 (HORIZ.) X6
100 X 100 (HORIZ.) X8
100 X 100 (HORIZ.) X10
M.S FLAT
M.S ANGLE
M.S ANGLE
M.S ANGLE
PROVIDE 150mm MIN. END BEARING TO ALL LINTELS (UP TO
2100), OPENING GREATER THAN 2100mm, 200 MIN BEARING.
OPENING SIZE MATERIALS
WARNING
BEWARE OF UNDERGROUND SERVICES THE
CONTRACTOR WILL LOCATE ALL SERVICE ON
SITE PRIOR TO COMMENCEMENT OF WORK.
STRUCTURAL PLAN DETAILS
CONSULTANT:
REFERENCE No:
DATE:
DRAINAGE PLAN DETAILS
CONSULTANT:
REFERENCE No:
DATE:
REFER TO DRAINAGE PLAN FOR ALL DOWNPIPE
LOCATIONS AND DRAINAGE DETAILS.
SOIL TEST REPORT DETAILS
CLASSIFICATION:
CONSULTANT:
REFERENCE No:
DATE:
TERMITE PROTECTION
TERMITE TREATMENT TO SUB-FLOOR TO BE IN ACCORDANCE WITH A.S.3660-1.
PROVIDE 400mm CLEARANCE TO BEARERS WHERE PHYSICAL BARRIERS ARE
USED. A DURABLE NOTICE MUST BE INSTALLED IN THE METER BOX IN
ACCORDANCE WITH B.C.A PART 3.1.3
NOTE
THESE DRAWINGS ARE TO BE READ
IN CONJUNCTION WITH OTHER
RELATED DRAWINGS.
WRITTEN DIMENSIONS TO TAKE
PRECEDENCE OVER SCALE AND BE
VERIFIED ON SITE.
OUR COMPANY TAKES NO
RESPONSIBILITY FOR ANY ERRORS
OR OMISSIONS ON THESE PLANS.
NOTE
BUILDERS TO VERIFY ALL DIMENSIONS ON SITE PRIOR TO THE
COMMENCEMENT OF CONSTRUCTION. ANY DISCREPANCIES TO
BE REPORTED TO THE BUILDING DESIGNER PRIOR TO SET OUT
FOR RECTIFICATION.
NOTE
BUILDER TO VERIFY ALL LEVELS ON SITE INCLUDING ANY SITE
CUT-FILL IF REQUIRED AND NOTIFY THE BUILDING DESIGNER
PRIOR TO THE COMMENCEMENT ON ANY BUILDING WORKS.
SITE ANALYSIS
SITE AREA 326 m²
SITE COVERAGE177 m²
TOTAL COVERED60%
NOTE
ALL STORMWATER DRAINS TO CONNECT TO
LEGAL POINT OF DISCHARGE AS DIRECTED BY
LOCAL AUTHORITY.
12.10.2017
SK
01/07
1:200 @ a3
Orig
inal
She
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ize
: A3
LOT 1615 LEAKES ROADTRUGANINA
PROPOSED DOUBLE STOREY RESIDENCE
IMRAN MOGAL
CONCRETE
FINISHING
DRIVEWAY
DOWN PIPE
DP DP
DP
DP
DP
DP
HOT WATER TANK
SITE BOUNDARY
22 1/2° PITCH TILED ROOF
E-2
E-2
Orig
inal
She
et S
ize
: A3
NOTE :
BUILDER TO CHECK AND VERIFY ALL WINDOW AND DOOR
SIZES PRIOR TO ORDERING. ANY DISCREPANCIES TO BE
REPORTED TO BUILDING DESIGNER OUR COMPANY TAKES
NO RESPONSIBILITY FOR ERRORS OR OMISSIONS ON
THESE PLANS IF NOT CONTACTED ON TIME TO RECTIFY.
GENERAL NOTES
190mm MAXIMUM RISERS AND 250mm MINIMUM TREADS TO ALL
EXTERNAL STEPS.
ALL GLAZING WITHIN 500mm OFF FLOOR LEVEL IS TO BE IN A MINIMUM
OF 5mm IN THICKNESS. SAFETY GLASS TO BE IN ACCORDANCE WITH
A.S. 1288-2006. SELECTION AND INSTALLATION.
ALL GLAZING IS TO BE IN ACCORDANCE WITH A.S. 1288-2006.
SELECTION AND INSTALLATION.
ALL TIMBER FRAMING IS TO BE IN ACCORDANCE WITH A.S. 1684.
THESE DRAWING ARE TO BE READ IN CONJUNCTION WITH OTHER
RELATED DRAWINGS.
WRITTEN DIMENSION TO TAKE PRECEDENCE OVER SCALE AND BE
VERIFIED ON SITE.
OUR COMPANY TAKES NO RESPONSIBILITY FOR ANY ERRORS OR
OMISSIONS ON THESE PLANS, IF NOT CONTACTED TO RECTIFY.
MECHANICAL VENTILATION IS TO BE
DISCHARGED TO THE OUTSIDE AIR AND NOT
INTO THE ROOF UNLESS THE ROOF IS OPEN IN
ACCORDANCE WITH CURRENT B.C.A
REQUIREMENTS.
SK
1:200 @ a3PROPOSED DOUBLE STOREY RESIDENCE
Checked:
Project : Scale :
Drawn:
Owner :
Ref No:
Address : Date :
Sheet No:
02/07
TILING TO WET AREAS
THE WALLS OF SANITARY COMPARTMENTS
(KITCHEN,LAUNDRY,W.C.,BATHROOMS,ENSUITES)
SHALL BE FINISHED WITH FULLY COMPRESSED
FIBRE CEMENT TILES OR OTHER IMPERVIOUS
FINISHES.
WATERPROOFING AREAS
WATERPROOFING OF WET AREAS, BATHROOM,
SHOWERS, SANITARY COMPARTMENTS AND THE
LIKE SHALL BE PROVIDED IN ACCORDANCE WITH
A.S.3740-2004: WATERPROOFING OF WET AREAS
WITHIN THE BUILDING.
ALL W.C DOORS WITH A CLEARANCE LESS THAN
1200mm FROM THE PAN TO BE READILY
REMOVABLE, SLIDING OR HINGED OUTWARDS IN
ACCORDANCE WITH PARTS 3.8.3.3 OF THE B.C.A
2015 VOL.2
ALL SMOKE ALARMS MUST BE INTERCONNECTED
AS PER CLAUSE 3.7.2.2 OF THE N.C.C.
ENERGY RATING NOTES
THE FOLLOWING ITEMS ARE TO BE IMPLEMENTED TO BE DWELLING TO ACHIEVE A 6 STAR
ENERGY RATING, AS OUTLINED IN THE RELEVANT ENERGY RATING REPORT:
WALL INSULATION TO CONSIST OF R2.5 TO ALL EXTERNAL WALLS AND WALLS BETWEEN
GARAGE AND HOUSE(COMMON WALLS). INCLUDING ANTI-GLARE FOIL FOR BRICK VENEER
WALLS.
ROOF CEILING INSULATION TO CONSIST OF R6.0
ALL WINDOWS ARE TO BE ALUMINUM IMPROVED SINGLE GLAZED:CLEAR GLASS U<6.35
SHGC <0.77
ALL EXHAUST FAN ARE TO BE SELF CLOSING OR FITTED WITH A DRAFT STOPPER DEVICE.
DRAFT SEALING - WEATHER STRIPPING AROUND ALL EXTERNAL DOORS AND WINDOWS
DRAFT SEALING - WEATHER STRIPPING AROUND ALL EXTERNAL DOORS AND WINDOWS.
THE NATIONAL CONSTRUCTION CODE (NCC), THE BUILDING CODE OF AUSTRALIA (BCA)
REQUIRES ALL NEW CLASS1 (A) DWELLINGS TO BE PROVIDED WITH EITHER:
A) 2000L RAINWATER TANK CONNECTED TO SANITARY FLUSHING FACILITIES WITHIN
THE DWELLING, OR;
B) SOLAR HOT WATER SERVICE
ROOF FLOOR PLAN
SCALE 1:100
LEGEND:
PROVIDE VERTICAL ARTICULATION JOINTS HEBEL PANELS
@5000MM MAXIMUM INTERVALS
HARD WIRED SMOKE ALARMS TO BE IN ACCORDANCE WITH
A.S.3786
EXAUST FAN TO BE DUCTED TO OUTSIDE AIR
METERBOX
HOT WATER SYSTEM
DOWN PIPE
AJ
NOTE :
ALL WINDOW TO BE ALUMINUM AWNING UNLESS OTHERWISE NOTED.
ALL WINDOW TO BE @ 2100 HEAD HEIGHTS UNLESS OTHERWISE
NOTED. ALL GLAZING TO BE IN ACCORDANCE WITH A.S. 1288-2006.
ALL GLAZING WITHIN 500MM OF FLOOR LEVEL, TO BE 5MM THICK.
SAFETY GLASS IN ACCORDANCE WITH A.S. 1288-2006.
12.10.2017LOT 1615 LEAKES ROADTRUGANINA
IMRAN MOGAL
1. SITE AREA : 326 m²
2. PROPOSED DWELLING GRND FLOOR : 177 m² (19.0 Sq) include porch,
alfresco & garage
FIRST FLOOR : 141 m² (15.1 Sq) include balcony
GARAGE : 36 m² (4.0 Sq)
SECLUDED OPEN SPACE : 149 m²
PRIVATE OPEN SPACE : 24 m²
3. SITE COVERAGE : 60%
4. PERMEABLE SURFACES : 45.8%
WIDTHHEIGHT
D1 TIMBER DOOR FRAME
PROPOSED DOOR SCHEDULE - DWELLING 1
2415 1020
TYPES REMARKS
D2 TIMBER DOOR FRAME2100 820 820 W ENTRY DR
D3 TIMBER DOOR FRAME2100 720 720 W ENTRY DR
DOUBLE GARAGE
6.0 x 5.5
Up
135
8 10 12
82
0 D
R
BED 5
4.0 x 3.5
KITCHEN
6.1 X 4.9
THEATRE ROOM
4.0 X 3.8
DINING
4.6 x 4.1
HALL
6.2 x 3.9
82
0 D
R
REF
H.P
SINK
DRIVEWAY
E-2
E-2
TAPTAP
TAP
D1
D2
D2
50 MM
STEP UP
50 M
M
ST
EP
D
N
SD
SD
ALFRESCO
3.4 X 3.1
THEATRE LDRY
REF KITCHEN ALFRESCO
GA
RA
GE
GARAGEDINING
DIN
IN
GS
TA
IR
CA
SE
TH
EA
TR
E
LD
RY
PORCH
2.5 X 1.9
PO
RC
H
Dn
135
8 10 12
82
0 D
R
720 DR
MASTER SUITE
4.0 x 3.3
72
0 D
R
BATH
3.0 x 1.9
W.I.R
2.4 x 2.0
MASTER
ENSUITE
2.5 x 2.0
82
0 D
R
820 DR
820 DR
82
0 D
R
1070 DR
W.I.R
3.6 x 1.9
BED 3
5.2 x 4.3
BED 2
4.3 x 3.6
BED 4
3.6 x 3.0
W.I.R
1.8 x 1.5
CASUAL LIVING
4.0 x 2.9
BALCONY
1.9 x 2.5
AJ
AJ
AJ
AJ
AJ
AJ
AJ
SD
SD
DP DP
DP
DP
DP
DP
MASTER SUITE
ENSUITE/
W.I.R
BATH W.I.R
MA
ST
ER
S
UIT
E
MA
ST
ER
EN
SU
IT
E
W.I.R
BA
LC
ON
YS
TA
IR
S
CA
SU
AL
L
IV
IN
G
BE
D 4
CASUAL LIVING
BED 4 W.I.R
BA
TH
/ W
.I.R
BE
D 2
BE
D 3
Project :
Checked:Drawn:
Scale :
Owner :
Address : Date :
Ref No:
Sheet No:
03/07
Orig
inal
She
et S
ize
: A3
LEGEND:
PROVIDE VERTICAL ARTICULATION JOINTS HEBEL PANELS
@5000MM MAXIMUM INTERVALS
HARD WIRED SMOKE ALARMS TO BE IN ACCORDANCE WITH
A.S.3786
EXAUST FAN TO BE DUCTED TO OUTSIDE AIR
METERBOX
HOT WATER SYSTEM
DOWN PIPE
AJ
SK
1:200 @ a3PROPOSED DOUBLE STOREY RESIDENCE
GROUND FLOOR PLAN
SCALE 1:100
FIRST FLOOR PLAN
SCALE 1:100
12.10.2017LOT 1615 LEAKES ROADTRUGANINA
IMRAN MOGAL
72
0 D
R
D3
820 DR
D2
720 DR
D3
82
0 D
R
D2
50 M
M
ST
EP
D
N
LDRY
3.3 x 1.8
SL
ID
IN
G D
OO
R U
NIT
50 MM
STEP UP
ROBE
3.2 x 0.6
1. SITE AREA : 326 m²
2. PROPOSED DWELLING GRND FLOOR : 188 m² (20.2 Sq) include porch,
alfresco & garage
FIRST FLOOR : 156 m² (16.7 Sq) include balcony
GARAGE : 33 m² (3.5 Sq)
SECLUDED OPEN SPACE : 138 m²
PRIVATE OPEN SPACE : 11 m²
3. SITE COVERAGE : 60%
4. PERMEABLE SURFACES : 42.0%
82
0 D
R
D2
RO
BE
2.9 x 0.6
BATH
4.0 x 1.8
SLIDING DOOR UNIT
50 M
M
ST
EP
U
P
777H X 2490W FIX
22
05
H X
2
04
0W
SL
D 2
2205H X 2040W
SLD 1
2014H X 1080W
FIX
6000 X 5500
GARAGE PANEL LIFT DOOR
THEATRE ROOM
20
14
H X
1
08
0W
F
IX
21
05
H X
1
11
7W
AW
24
15
H X
1
11
3W
FIX
1020 W ENTRY DR
19
14
H X
1
72
0W
AW
66
8H
X
1
25
1W
AW
2014H X 1080W
FIX
20
14
H X
1
08
0W
F
IX
21
05
H X
1
11
7W
AW
1904H X 1770W
AW
19
14
H X
1
73
0W
AW
19
14
H X
1
73
0W
AW
66
8H
X
1
25
1W
AW
668H X 1251W
AW
19
04
H X
1
77
0W
AW
D2
D2
D2
D2
D2
D3
D3
D4
D4 TIMBER DOOR FRAME2105 1070 1070 W ENTRY DR
NOTE :
BUILDER TO VERIFY ALL LEVELS ON
SITE INCLUDING ANY SITE CUT- FILL IF
REQUIRED AND NOTIFY THE BUILDING
DESIGNER PRIOR TO THE
COMMENCEMENT ON ANY BUILDING
WORKS.
NOTE :
BUILDER TO VERIFY ALL DIMENSIONS
ON SITE PRIOR TO THE
COMMENCEMENT OF CONSTRUCTION.
ANY DISCREPANCIES TO BE REPORTED
TO THE BUILDING DESIGNER PRIOR TO
SET - OUT FOR RECTIFICATION.
ROOFING
CONCRETE ROOF TILES TO BE IN ACCORDANCE WITH A.S. 1757 AND A.S. 1758
AND TO BE PRODUCED BY MANUFACTURERS WHO PROVIDE COMPREHENSIVE
GUARANTEE AND FIX IN ACCORDANCE WITH A.S.1757. TILES ARE TO HAVE AND
END LAP OF NOT LESS THAN 75mm. WHERE WIRING HOLES ARE PROVIDED,
EVERY ALTERNATE TILE IN EACH COURSE IS TO BE TIED TO BATTENS WITH
APPROVED WIRE. WHERE HOLES ARE PROVIDED FOR NAILING EVERY TILE IN
EACH THIRD COURSE IS TO BE FIXED WITH GALVANIZED FLAT HEAD NAILS AT
LEAST 19mm INTO TILE BATTEN. FIXING TO BE AS PER A.S.2050.
NOTE :
ARTICULATION JOINTS SHALL BE LOCATED IN ACCORDANCE
WITH TECHNICAL NOTE TN61 OF THE "CEMENT & CONCRETE
ASSOCIATION". IN PARTICULAR , ARTICULATION JOINTS ARE
REQUIRED AT DEEPEST WINDOWS AND OPENINGS, FROM TOP
OF SLAB TO EAVES, AND IN NO CASE MORE THAN 5000mm
CTRS, WITH NO MORE THAN 3000mm FROM EXTERNAL
CORNERS.(REFER ALSO TO SOIL REPORT).
NOTE :
CAVITY FLASHING AND WEEP HOLES TO PERIMETER OF
BUILDING BELOW FLOOR LEVEL @ EVERY 4th PERPEND
AND ABOVE ALL OPENINGS @ EVERY 2nd PERPEND.
Project :
Checked:Drawn:
Scale :
Address : Date :
Ref No:
Sheet No:
Orig
inal
She
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: A3
RENDER FINISHING
Owner :
04/07
PROPOSED DOUBLE STOREY RESIDENCE
LEGEND:
BROWN BRICK FACE
PITCH TILED ROOF
PROPOSED STACK STONE
NOTE :
COLOR TBA
SK
1:200 @ a3
12.10.2017LOT 1615 LEAKES ROADTRUGANINA
IMRAN MOGAL
SIT
E B
OU
ND
AR
Y
SIT
E B
OU
ND
AR
Y
27
00
78
43
SIT
E B
OU
ND
AR
Y
25
50
55
30
30
0
FLOOR LEVEL
ap
pro
x. O
/A
b
uild
in
g h
eig
ht fro
m N
GL
23
0
SOUTH ELEVATION
SCALE 1:100
SIT
E B
OU
ND
AR
Y
NORTH ELEVATION
SCALE 1:100
SIT
E B
OU
ND
AR
Y
EAST ELEVATION
SCALE 1:100
SIT
E B
OU
ND
AR
Y
SIT
E B
OU
ND
AR
Y
WEST ELEVATION
SCALE 1:100
CJ
FACE BRICK
CJ
BLACK COLORBOND
FASCIA/GUTTER &
DOWNPIPES
THROUGHOUT
22 1/2° PITCH TILED ROOF
FACE BRICK
BLACK COLORBOND
FASCIA/GUTTER &
DOWNPIPES THROUGHOUT
CJ
CJ
FACE BRICK
22 1/2° PITCH TILED ROOF
CJCJ
FACE BRICK
22 1/2° PITCH TILED ROOF
ALL WINDOWS & DOORS @
2100mm HEAD HEIGHT
UNLESS OTHERWISE NOTED.
ALUMINUM FRAME SLIDING
DOOR UNIT
PANEL LIFT DOOR
BLACK COLORBOND
FASCIA/GUTTER &
DOWNPIPES THROUGHOUT
ALL GLAZING WITHIN 500mm
OFF FLOOR LEVEL IS TO BE
A MINIMUM OF 5mm IN
THICKNESS SAFETY GLASS
IN ACCORDANCE WITH
A.S.1288-2006, SELECTION &
INSTALLATION.
ALL GLAZING WITHIN 500mm
OFF FLOOR LEVEL IS TO BE
A MINIMUM OF 5mm IN
THICKNESS SAFETY GLASS
IN ACCORDANCE WITH
A.S.1288-2006, SELECTION &
INSTALLATION.
470 X 470 BRICK POST
78
43
27
00
55
30
30
0
25
50
FLOOR LEVEL
ap
pro
x. O
/A
b
uild
in
g h
eig
ht fro
m N
GL
23
0
78
43
27
00
55
30
30
0
25
50
FLOOR LEVEL
ap
pro
x. O
/A
b
uild
in
g h
eig
ht fro
m N
GL
23
0
SIT
E B
OU
ND
AR
Y
78
43
27
00
55
30
30
0
25
50
FLOOR LEVEL
ap
pro
x. O
/A
b
uild
in
g h
eig
ht fro
m N
GL
23
0
GENERAL FRAMING MEMBERS (U.N.O)
STUDS
UPPER STOREYS : 90x35 MGP10 @ 450 MAX.CTRS.
NOTCHES20mm FOR BRACING
(MAX.HEIGHT 2700mm)
90X45 mgp10 @ 450 MAX.CTRS.
(HEIGHT 2700mm-3000mm)
LOWER STOREYS: 90x35 MGP10 @ 450 MAX.CTRS.
NOTCHES20mm FOR BRACING
(MAX.HEIGHT 2700mm)
90X45 mgp10 @ 450 MAX.CTRS.
(HEIGHT 2700mm-3000mm)
90X45 F17 KD HW @ 450 MAX. CTRS
(MAX. HEIGTH 3700mm)
DOUBLE STUDS: 2/90X45 MGP 10 STUDS
FIXED END STUD WALL TO MASONRY WALLS WITH M10
DYNABOLT AT TOP, BOTTOM AND 1500 MAX. CTRS. (TYP.)
WALL PLATES
UPPER STOREYS: TOP PLATE - 45X90 MGP 10 NOT
TRENCHED
BOTTOM PLATE - 45X90 MGP 10 NOT
TRENCHED
LOWER STOREYS: TOP PLATE - 2/45X90 MGP 10 NOT
TRENCHED
BOTTOM PLATE - 45X90 MGP 10 NOT
TRENCHED
PROVIDE DOUBLE TOP PLATES IF SUPPORTING TILED ROOF
TRUSS
STUD AT SIDE OPENINGS
OPENING WIDTH: STUDS:
UP TO 1200mm 1/90x45 MGP10
1200mm - 1800mm 2/90x45 MGP10
1800mm - 2400mm 2/90x45 MGP10
WALL BRACING
BRACING OF ALL STUD WALLS TO BE IN ACCORDANCE WITH
THE RESIDENTIAL TIMBER FRAMING CONSTRUCTION
A.S.1684.2-2006 U.N.O
FIXING REQUIREMENTS
GENERALS: REFER TO A.S.1684.2-2006 RESIDENTIAL
TIMBER FRAMING CONSTRUCTION
MANUAL TYPICAL FIXING EQUIREMENTS
GENERALS: EQUIVILENT TIMBER GRADE CAN BE USED
TO REPLACED TIMBER GRADES SPECIFIED
Fall
Provide selectedColorbond capping
80
0
Damp proof course edge to bevisible from the outside St
ud W
all
177 m²
OUTDOOR AREA (4W/m²) 21W9W
Drawn:
Scale :
Sheet No:
36 m²
135W 439W15
BATTEN
SK
PROPOSED DOUBLE STOREY RESIDENCE
Provide sarking underroof lining
Selected cornice tobe fixed as per manu.spec's
Provide bulk insulation to walls andceilings as per Energy Rating report
trusses @600ctrs as per Trussmanufacturer's spec's
Typical Gutter Over Brick Work Detail(SCALE 1:10)
ALL STRUCTURAL TIMBER SIZES TO BE IN ACCORDANCE WITH
A.S.1684-NATIONAL TIMBER FRAMING CODE.
21
30
15
0 m
in
38
50
17
20
Re
ba
te
Sisalation to run over flashing
Weepholes at 1000 Centre
Typical Brick Veneer Wall Footing Detail(SCALE 1:10)
Flashing turned up Min. 80mm
Vapour BarrierNOTE:
HEAT LAMPS EXEMPT.
ARTIFICIAL LIGHTING TO COMPLY WITH 3.12.5.5
ARTIFICIAL LIGHTING FROM THE B.C.A (NCC)2011
ARTIFICIAL LIGHTING AROUND PERIMETER OF A
BUILDING MUST:
A) BUILDING CONTROLLED BY A DAYLIGHT
CENSOR; OR
B) HAVE AN AVERAGE LIGHT SOURCE
EFFICIENCY OF NOT LESS THAN 40
LUMENS/W
AREA
WATTS
PER LIGHT
GROUND FLR (5W/m²)
9
ARTIFICIAL LIGHT CALCULATIONS
9
QTY.
439W144W
TOTAL
WATTS
MAX.WATTS
PERMITTED
16
24 m²1
Project :
Checked:
Owner :
Address : Date : 05/07
Orig
inal
She
et S
ize
: A3
Ref No:
CARPORT (3W/m²) 99W1
127W
141 m²FIRST FLR (5W/m²) 9
SECTION A-A
SCALE 1:100
ARTIFICIAL LIGHTING PLAN
SCALE 1:100
DOWNLIGHT
LEGEND
1:200 @ a3
FLOOR LEVEL
230
Min
150
Min
23
02
70
03
00
25
50
78
43
20
63
Provide 240mm brick veneerexternal walls
Provide weepholes & flashingevery 3rd perpend
Ref to floor finishes plan forselected floor coverings
See energy rating report forwall insulation requirements
Slab as per eng's drawing
Roof trusses @ 600mmmaximum CTS. As permanufactures specification
See energy rating report forceiling insulation requirements
Concrete tile roof @22.5° pitch
FIRST FLOOR PLAN
SCALE 1:100
GROUND FLOOR PLAN
SCALE 1:100
12.10.2017LOT 1615 LEAKES ROADTRUGANINA
IMRAN MOGAL
135
8 10 12
Dn
1
35
8 10 12
D1
Checked:
Project :
Address :
Drawn:
Scale :
Sheet No:Owner :
Date :
Ref No:
06/07
PORCELAIN TILE
CARPET FINISHING
FLOOR TILES
Orig
inal
She
et S
ize
: A3
FLOOR COVERINGS
LEGEND:
FIRST FLOOR PLAN
SCALE 1:100
GROUND FLOOR PLAN
SCALE 1:100
1:100 @ a3PROPOSED DOUBLE STOREYRESIDENCE
SK
CONCRETE FINISHING
IMRAN MOGAL
LOT 1615 LEAKES ROADTRUGANINA
135
8 1012
135
8 1012
DOUBLE GARAGE
BED 5
KITCHEN
THEATRE ROOM
DINING
HALL
ALFRESCO
PORCH
LDRY
RO
BE
BATH
MASTER SUITE
BATH
W.I.R
MASTER
ENSUITE
W.I.R
BED 3
BED 2
BED 4
W.I.R
CASUAL LIVING
BALCONY
ROBE
KITCHEN
6.1 X 3.9
REF
H.P
SINK
720 D
R
820 DR
LDRY
2.8 x 1.8
D2
D3
A
B
C
D
2000
900
BATH - A
SCALE 1:100
2000
2100
740
BATH - B
SCALE 1:100
2000
740
1750
1000
900
BATH - D
SCALE 1:100
LDRY - A
SCALE 1:100
LDRY - B
SCALE 1:100
900
650
900 13
00
900
LDRY - C
SCALE 1:100
LDRY - D
SCALE 1:100
KITCHEN - A
SCALE 1:100
700
MDF BULKHEADMDF BULKHEAD
158
572572
602
580
5047
57257216
4072
010
4
4057216
REFSPACE
57240
69540
50
900W CANOPY RANGEHOOD
740
450
BATH - C
SCALE 1:100
Date :
Orig
inal
She
et S
ize
: A3
Project : Scale :
Owner : Sheet No:
Ref No:
1:100 @ a3PROPOSED DOUBLESTOREY RESIDENCE
Checked:Drawn:
Address :
SK
07/07
720 D
R
BATH
4.0 x 1.8
600