Application for Planning Approval
Land Use Planning and Approvals Act 1993
RON SANDERSON GENERAL MANAGER
APPLICATION NO.
DA2020/55 LOCATION OF AFFECTED AREA 1 BLACKLOW COURT, BRIGHTON DESCRIPTION OF DEVELOPMENT PROPOSAL
DWELLING
THE APPLICATION MAY BE VIEWED AT
www.brighton.tas.gov.au AND AT THE COUNCIL OFFICES,
1 TIVOLI ROAD, OLD BEACH, BETWEEN 8:15 A.M. AND
4:45 P.M., MONDAY TO FRIDAY. ANY PERSON MAY
MAKE WRITTEN REPRESENTATIONS CONCERNING
AN APPLICATION UNTIL 4:45 P.M. ON 17/4/2020.
ADDRESSED TO THE GENERAL MANAGER AT 1 TIVOLI
ROAD, OLD BEACH, 7017 OR BY EMAIL AT
[email protected]. REPRESENTATIONS
SHOULD INCLUDE A DAYTIME TELEPHONE NUMBER
TO ALLOW COUNCIL OFFICERS TO DISCUSS, IF
NECESSARY, ANY MATTERS RAISED.
BUILDING DRAWINGS
No DRAWING
01 SITE PLAN
02 SITE DRAINAGE PLAN
04 FLOOR PLAN
05 DOOR AND WINDOW SCHEDULES
06 ELEVATIONS
07 ELEVATIONS
08 ROOF PLAN
GENERAL PROJECT INFORMATION
TITLE REFERENCE: 137/178347
SITE AREA: 535m2
DESIGN WIND SPEED: N2
SOIL CLASSIFICATION: M
CLIMATE ZONE: 7
ALPINE AREA: NO
CORROSIVE ENVIRONMENT: NO
BAL RATING: LOW
OTHER KNOWN HAZARDS: NONE KNOWN
FLOOR AREA 111.30 m2 ( 11.97 SQUARES )
SHED AREA 42.00 m2 ( 4.52 SQUARES )
153.30 16.48
p(h)+
Accredited Building Practitioner: Frank Geskus -No CC246A
160 New Town Road, New Town, Hobart 7008
info@ primedesigntas.com.au primedesigntas.com.au 03 6228 4575
p(l) + 10 Goodman Court , Invermay Launceston 7248
03 6332 3790
MARCH 2020
PROPOSED RESIDENCELOT 137, 1 BLACKLOW COURT,BRIGHTON
PLANNING
K. DUNCANPD19307
SHED DRAWINGS
No DRAWING
SH01 SHED PLAN
SH02 ELEVATIONS
57
57
56.75
56.75
57.25
57.2
5
57.5
0
57.5
0
5400
POWER
CONN.
TESTRA
CONN.
STORMWATER
CONNECTION
SEWER
CONNECTION
DATUM
SEWER MANHOLE
RL 56.69
STORMWATER
MANHOLE
TELSTRA PIT
ELEC. TURRET
SIDE
ENTRY PIT
LIGHT
POLE
SIDE
ENTRY PIT
SIDE
ENTRY
PIT
KERB ED
GE
KERB E
DGE
KER
B E
DG
E
LILL
IE S
TREE
T
BLACKLOW C
OUR
T
PROPOSED
RESIDENCE
FFL: 57.200
DRIVEWAY
22.50m2
FOOTPATH
7.80m2
30.0° N
WATER
CONN.
P.O.S.
FOOTPATH
10.34m2
CL
4500
5322
3000
4111
5365
4598
BOUN
DARY 2
5.44 m
BOUNDARY 25.16
m
BO
UND
AR
Y 8
.08 m
BOUN
DAR
Y 18.
21 m
BOUNDARY 14
.50 m
PIP
ELIN
E & S
ERVIC
ES
EASEMENT 'L
' 2.5
0 m
WID
EPIP
ELIN
E &
SER
VIC
ES
EASEM
ENT 'L' 2.5
0 m
WID
E
ORG RL
57.050
1046
PROPOSED CROSSOVER TO
COUNCIL REQUIREMENTS
700017
31
1155
PROPOSED SHED
FFL 57.200
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Accredited building practitioner: Frank Geskus -No CC246A
10 Goodman Court, Invermay Tasmania 7248, p(l)+ 03 6332 3790 160 New Town Road, New Town, Hobart 7008p(h)+ 03 6228 [email protected] primedesigntas.com.au
Project:
Client name:
Drafted by: Approved by:
1 : 200
SITE PLAN
PD19307 01
17.03.2020
PLANNING
A
PROPOSED RESIDENCELOT 137, 1 BLACKLOW COURT,BRIGHTON
K. DUNCAN
F.G.G.D.D.H.
0 10 20 m
0
10
1 : 200
SITE PLAN
GENERAL NOTES
• CHECK & VERIFY ALL DIMENSIONS & LEVELS ON SITE
• WRITTEN DIMENSIONS TO TAKE PREFERENCE OVER SCALED
• ALL WORK TO BE STRICTLY IN ACCORDANCE WITH NCC 2019, ALL
S.A.A.. CODES & LOCAL AUTHORITY BY-LAWS
• ALL DIMENSIONS INDICATED ARE FRAME TO FRAME AND DO NOT
ALLOW FOR WALL LININGS
• CONFIRM ALL FLOOR AREAS
• ALL PLUMBING WORKS TO BE STRICTLY IN ACCORDANCE WITH
A.S. 3500 & APPROVED BY COUNCIL INSPECTOR
• BUILDER/PLUMBER TO ENSURE ADEQUATE FALL TO SITE
CONNECTION POINTS IN ACCORDANCE WITH A.S. 3500 FOR
STORMWATER AND SEWER BEFORE CONSTRUCTION COMMENCES
• THIS DRAWING IS TO BE READ IN CONJUNCTION WITH THE
ENGINEER'S STRUCTURAL DRAWINGS
• ALL WINDOWS AND GLAZING TO COMPLY WITH A.S. 1288 & A.S.
2047
• ALL SET OUT OF BUILDINGS & STRUCTURES TO BE CARRIED OUT
BY A REGISTERED LAND SURVEYOR AND CHECKED PRIOR TO
CONSTRUCTION
• IF CONSTRUCTION OF THE DESIGN IN THIS SET OF DRAWINGS
DIFFER FROM THE DESIGN AND DETAIL IN THESE AND ANY
ASSOCIATED DOCUMENTS BUILDER AND OWNER ARE TO NOTIFY
DESIGNER
• BUILDER'S RESPONSIBILITY TO COMPLY WITH ALL PLANNING
CONDITIONS
• BUILDER TO HAVE STAMPED BUILDING APPROVAL DRAWINGS AND
PERMITS PRIOR TO COMMENCEMENT OF CONSTRUCTION
• CONSTRUCTION TO COMPLY WITH AS 3959, READ IN CONJUNCTION
WITH BUSHFIRE ATTACK LEVEL (BAL) ASSESSMENT REPORT.
SITE DETAIL
HORIZONTAL DATUM IS ARBITRARY
VERTICAL DATUM IS ARBITRARY
WARNINGS:
THE DETAIL SHOWN / RECORDED
• MAY ONLY BE CORRECT AT THE DATE OF SURVEY.
• IS NOT A COMPLETE REPRESENTATION OF ALL SURFACE AND
UNDERGROUND DETAIL.
• SHOULD ONLY BE USED FOR THE PURPOSES INTENDED.
THE LOCATIONS OF UNDERGROUND SERVICES ARE
APPROXIMATE ONLY AS INDICATED BY SURFACE FEATURES.
PRIOR TO ANY CONSTRUCTION REFER TO RELEVANT AUTHORITIES
FOR DETAILED LOCATION OF ALL SERVICES.
CONTOUR INTERVAL 0.25m
THIS PROJECT HAS BEEN DETERMINED TO HAVE A
BUSHFIRE ATTACK LEVEL (BAL) OF - BAL LOW
ALL CONSTRUCTION MUST COMPLY WITH AS3959.
THERE ARE NO CONSTRUCTION REQUIREMENTS FOR BAL LOW
57
57
56.75
56.75
57.25
57.2
5
57.5
0
57.5
0
POWER
CONN.
TESTRA
CONN.
STORMWATER
CONNECTION
SEWER
CONNECTION
DATUM
SEWER MANHOLE
RL 56.69
STORMWATER
MANHOLE
TELSTRA PIT
ELEC. TURRET
SIDE
ENTRY PIT
LIGHT
POLE
SIDE
ENTRY PIT
SIDE
ENTRY
PIT
KERB ED
GE
KERB E
DGE
KER
B E
DG
E
LILL
IE S
TREE
T
BLACKLOW C
OUR
T
PROPOSED
RESIDENCE
FFL: 57.200
TOP O
F B
ATTER
TOP O
F BATT
ER
TO
P O
F B
ATTER
TOE O
F B
ATTER
TOE
OF BATT
ER
TOE O
F B
ATTER
CONNECT SEWER TO
TASWATER SEWER
CONNECTION
CONNECT STORMWATER
TO COUNCIL STORMWATER
CONNECTION
100ø AG DRAIN
100mm FROM
BASE OF BATTER
PIT
PIT
PIT
DRIVEWAY
BOUNDARY 14
.50 m
B'D
RY
8.0
8 m
PIP
ELIN
E & S
ERVIC
ES
EASEMENT 'L
' 2.5
0 m
WID
EPIP
ELIN
E &
SER
VIC
ES
EASEM
ENT 'L' 2.5
0 m
WID
EORG RL
57.050
WATER
CONN.
BOUN
DARY 2
5.44 m
BOUNDARY 25.16
m
BOUN
DAR
Y 18.
21 m
LEGEND
PLUMBING NOTES:
ALL DRAINAGE WORK SHOWN IS PROVISIONAL
ONLY AND IS SUBJECT TO AMENDMENT TO
COMPLY WITH THE REQUIREMENTS OF THE LOCAL
AUTHORITIES.
ALL WORK IS TO COMPLY WITH THE
REQUIREMENTS
OF AS 3500 & THE TASMANIAN PLUMBING CODE.
AND MUST BE CARRIED OUT BY A LICENCED
TRADESMAN ONLY.
450x450 SURFACE DRAINAGE PITPIT
40
0 M
IN.
400 MIN.
EMBANKMENT
GEOTEXTILE
FILTER
AG DRAIN @ MIN.
1% GRADIENT
CRUSHED
ROCK
PERVIOUS
BACKFILL
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Accredited building practitioner: Frank Geskus -No CC246A
10 Goodman Court, Invermay Tasmania 7248, p(l)+ 03 6332 3790 160 New Town Road, New Town, Hobart 7008p(h)+ 03 6228 [email protected] primedesigntas.com.au
Project:
Client name:
Drafted by: Approved by:
As indicated
SITE DRAINAGE PLAN
PD19307 02
17.03.2020
PLANNING
A
PROPOSED RESIDENCELOT 137, 1 BLACKLOW COURT,BRIGHTON
K. DUNCAN
F.G.G.D.D.H.
1 : 200
SITE DRAINAGE PLAN
0 10 20 m
0
10
NTS
TYPICAL AG DRAIN DETAIL
LILLIE STREET
BLACKLO
W
CO
URT
100000
100000
Drafted by: Approved by:
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Client name:
Accredited building practitioner: Frank Geskus -No CC246A
10 Goodman Court, Invermay Tasmania 7248, p(l)+ 03 6332 3790 160 New Town Road, New Town, Hobart 7008p(h)+ 03 6228 [email protected] primedesigntas.com.au
1 : 1000
F.G.G.D.D.H.
LOCALITY PLAN
PD19307 -03
17.03.2020
PROPOSED RESIDENCELOT 137, 1 BLACKLOW COURT,BRIGHTON
PLANNING
K. DUNCAN
A
THIS SITE IS ZONED GENERAL RESIDENTIAL AND REQUIRESE A BUSHFIRE ASSESSMENT.
RESIDENCE IS OVER 100m FROM UNMANAGED BUSH/GRASSLANDS GREATER THAN 1 HECTARE.
REFER TO BUSHFIRE ASSESSMENT REPORT FOR DETAILS
1 : 1000
LOCALITY PLAN
240v SMOKE ALARM
EXHAUST FAN-VENT TO
OUTSIDE AIR.
CAVITY SLIDING DOOR
SLIDING DOOR
FLOOR WASTE
LEGEND
CSD
S/D
90x90 F7 T.P. TAN E COLUMNCOL
GLASS SCREENG.S.
HOT WATER CYLINDERHWC
FW
1316
090
0
8890
1090
3490
8580
90
0
1290 7600
500 8390
1
2
3
4 5
67
8
W1 W2 W3
W4
W5W6W7
W8
W9
W10
LIVING
KITCHEN
DINING
BED 1
BED 2
BED 3
ENS. LIN.
ROBE ROBE
L'DRY
ROBE
LI.
BATH
HALL
W/C
VAN.
SHR
CSD
G.S.
G.S.
BATH
W/C
VAN.
SHR
TRW/M
CUP
'D
720
520
FR
H/P
SINK
B/BAR
DW
P'TRY
HW
C
COL C
OL
FW
S/D
0.9x
1.2
0.9x
1.2
3630 1200 3560
140
60
240 3520 90 3510 240
240 120090
196090
90090
110090
90090
1900
240
30
10240
240
410
090
8490
240
90
510
90
2390
240 4500 90 3320 240
102090
2210
240
290
090
510
90
318
090
1630
90
510
90
350
0240
570 620
1710
510
680
680C
ONC
.
FALL
UP
UP
UP
Drafted by: Approved by:
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Client name:
Accredited building practitioner: Frank Geskus -No CC246A
10 Goodman Court, Invermay Tasmania 7248, p(l)+ 03 6332 3790 160 New Town Road, New Town, Hobart 7008p(h)+ 03 6228 [email protected] primedesigntas.com.au
1 : 100
F.G.G.D.D.H.
FLOOR PLAN
PD19307 -04
17.03.2020
PROPOSED RESIDENCELOT 137, 1 BLACKLOW COURT,BRIGHTON
PLANNING
K. DUNCAN
A
NOTE:
FLOOR AREAS INCLUDE TO EXTERNAL FACE OF
BUILDING AND GARAGE, UNLESS OTHERWISE STATED.
DECKS AND OUTDOOR AREAS ARE CALCULATED
SEPARATELY.
FLOOR AREA 111.30 m2 ( 11.97 SQUARES )
SHED AREA 42.00 m2 ( 4.52 SQUARES )
153.30 16.48
1 : 100
FLOOR PLAN
SMOKE ALARMS
• ALL ALARMS TO BE
INTERCONNECTED WHERE MORE
THAN ONE ALARM IS INSTALLED.
• TO BE INTERCONNECTED BETWEEN
FLOORS WHERE APPLICABLE.
• SMOKE ALARMS TO BE LOCATED
ON ALL FLOORS IN ACCORDANCE
WITH NCC 2019 PART 3.7.5.2
ALUMINIUM WINDOWS SINGLE GLAZING COMPLETE
WITH FLY SCREENS.
ALL WINDOW MEASUREMENTS TO BE VERIFIED ON SITE
PRIOR TO ORDERING
DOOR SCHEDULE
MARK WIDTH TYPE REMARKS
1 820 EXTERNAL ENTRY DOOR
2 820 INTERNAL TIMBER DOOR
3 820 INTERNAL TIMBER DOOR
4 820 INTERNAL TIMBER DOOR
5 820 EXTERNAL HALF GLASS
6 820 INTERNAL TIMBER DOOR
7 820 INTERNAL TIMBER DOOR
8 820 CAVITY SLIDING DOOR
WINDOW SCHEDULE
MARK HEIGHT WIDTH TYPE REMARKS
W1 1800 910 AWNING WINDOW
W2 1800 910 AWNING WINDOW
W3 1500 1510 AWNING WINDOW
W4 600 1510 AWNING WINDOW OPAQUE
W5 1500 1510 AWNING WINDOW
W6 1800 610 AWNING WINDOW
W7 1800 610 AWNING WINDOW
W8 900 910 AWNING WINDOW OPAQUE
W9 1800 910 AWNING WINDOW
W10 2100 1810 SLIDING DOOR
Scale:
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Accredited building practitioner: Frank Geskus -No CC246A
10 Goodman Court, Invermay Tasmania 7248, p(l)+ 03 6332 3790 160 New Town Road, New Town, Hobart 7008p(h)+ 03 6228 [email protected] primedesigntas.com.au
Project:
Client name:
Drafted by: Approved by:
DOOR AND WINDOWSCHEDULES
PD19307 05
17.03.2020
PLANNING
A
PROPOSED RESIDENCELOT 137, 1 BLACKLOW COURT,BRIGHTON
K. DUNCAN
F.G.G.D.D.H.
ARTIFICIAL LIGHTING
ROOM FLOOR AREA m2 ALLOWANCE W/m2 TOTAL POWER LOAD W
BATH 6.98 m2 5 W/m2 34.88 W
BED 1 12.23 m2 5 W/m2 61.14 W
BED 2 12.14 m2 5 W/m2 60.68 W
BED 3 9.63 m2 5 W/m2 48.14 W
DINING 8.15 m2 5 W/m2 40.73 W
ENS. 3.61 m2 5 W/m2 18.06 W
ENTRY 1.19 m2 5 W/m2 5.94 W
HALL 8.96 m2 5 W/m2 44.79 W
KITCHEN 12.81 m2 5 W/m2 64.07 W
L'DRY 3.60 m2 5 W/m2 18.01 W
LI. 0.15 m2 5 W/m2 0.76 W
LIN. 0.56 m2 5 W/m2 2.81 W
LIVING 13.75 m2 5 W/m2 68.76 W
ROBE 1.00 m2 5 W/m2 5.00 W
ROBE 0.97 m2 5 W/m2 4.84 W
ROBE 1.13 m2 5 W/m2 5.64 W
TOTALS 96.85 484.26
ARTIFICIAL LIGHTING
RESIDENCES TO BE IN COMPLIANCE WITH NCC
2019 PART 3.12.5.5.
ARTIFICIAL LIGHTING MUST NOT EXCEED:
• 5W/m2 FOR CLASS 1 RESIDENCE
• 4W/m2 FOR VERANDAHS & BALCONIES
• 3W/m2 FOR CLASS 10 GARAGE, STORAGE
•
REFER TO LIGHTING CALCULATOR FOR FURTHER
DETAILS.
FLOOR57200
CEILING
240
0E.S.L.
W3 W2 W1
F.S.L.
4636
22.5°
FALL
FALL
FLOOR57200
CEILING
240
0
W4
E.S.L.F.S.L.
22.5°
4577
FALL FALL
1 : 100
NORTH EASTERN ELEVATION
1 : 100
SOUTH EASTERN ELEVATION
Scale:
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Accredited building practitioner: Frank Geskus -No CC246A
10 Goodman Court, Invermay Tasmania 7248, p(l)+ 03 6332 3790 160 New Town Road, New Town, Hobart 7008p(h)+ 03 6228 [email protected] primedesigntas.com.au
Project:
Client name:
Drafted by: Approved by:
1 : 100
ELEVATIONS
PD19307 06
17.03.2020
PLANNING
A
PROPOSED RESIDENCELOT 137, 1 BLACKLOW COURT,BRIGHTON
K. DUNCAN
F.G.G.D.D.H.
ROOF FRAMING
PREFABRICATED ROOF TRUSSES
@ 900 CRS MAX
BRACING BY OTHERS
ROOF CLADDING
COLORBOND CUSTOM ORB
TO CLIENTS SPECS.
DOORS AND WINDOWS TO BE
SEALED IN ACCORDANCE WITH
NCC 2019 PART 2 3.12.3
BRICKWORK
SELECTED FIRED CLAY
FACE BRICKS.
RAKED JOINTS, STRETCHER BOND
REFER ENGINEER FOR
ARTICULATION JOINTS
ALL MASONRY TO COMPLY
WITH NCC 2019 PART 3.3
CONCRETE
LANDING
EAVES
OVER HANG ROOF 450-950mm U.N.O.
FRAME FOR LEVEL EAVES
LINE ALL SOFFITS
WITH HARDIFLEX SHEETING.
IN ACCORDANCE WITH NCC 2019 PART 3.5.4.5.
FASCIA
COLORBOND FOLDED METAL
-GUTTER TO CLIENTS SPEC
-FASCIA TRIM ALL ROUND
INSTALLED IN ACCORDANCE
WITH THE MANUFACTURER'S
INSTRUCTIONS.
COLOUR TO BE SELECTED
DAMP PROOF COURSE
TO BE INSTALLED UNDER EXTERNAL
MASONRY ON SLABS OR FOOTINGS,
SHALL BE OF SUFFICIENT WIDTH TO
PROJECT PAST THE EXTERNAL FACE
OF THE WALL.
NCC 2019 PART 3.3.5.7
CAVITY VENTILATION AND DRAINAGE-
OPEN WEEPHOLES TO BRICK COURSE
IMMEDIATELY ABOVE ANY DPC
OR FLASHING. AT 1200 CRS AND HEAD AND
SILL OPENING OVER 1000mm
SILL AND HEAD FLASHING INSTALLED
IN ACCORDANCE WITH NCC 2019 PART 3.3.5.9
BRICK TIE SPACINGS
FOR 450mm STUD SPACING
TYPICAL 600x450 SPACING 300x225 AT OPENINGS
AND CONTROL JOINTS
REFER TO NCC 2019 PART 3.3.5.10 / AS2699.1
FOR FURTHER DETAILS
BUILDING MEMBRANE
PLIABLE BUILDING MEMBRANE INSTALLED TO
EXTERIOR WALLS TO BE VAPOUR PERMEABLE
TO COMPLY WITH & BE INSTALLED TO AS4200
& COMPLY WITH NCC 2019 PART 3.8.7.2.
FLASHINGS TO WALL OPENINGS
OPENINGS IN EXTERNAL WALL CLADDING
EXPOSED TO WEATHER MUST BE FLASHED WITH
MATERIAL COMPLYING WITH AS/NZS 2904 TO
TOP, BOTTOM & SIDES OF OPENINGS. FLASHINGS
MUST BE SUITABLE FOR FRAMING & CLADDING
USED. TO COMPLY NCC 2019 PART 3.5.4.6
MINIMUM CLEARANCE BETWEEN CLADDING & GROUND
• 150mm
• 50mm ABOVE IMPERMEABLE AREAS THAT SLOPE
AWAY. CONC. OR PAVED
WALL CLADDING MUST EXTEND MIN 50mm BELOW
BEARER OR LOWEST POINT OF SUSPENDED FLOOR
FRAMING. TO COMPLY WITH NCC 2019 PART 3.5.4.7
GLAZING
ALL GLAZING IS TO COMPLY WITH THE
PROVISIONS OF PART 3.6. OF THE NCC
2019. IN PARTICULAR THAT THE GLAZING IN
THE WINDOW LOCATED OVER THE BATH/
SHOWER INSTALLATION TO COMPLY WITH
HUMAN IMPACT SAFETY REQUIREMENTS,
SECTION 5.12 OF A.S.1288
WINDOWS TO BE SEALED IN
ACCORDANCE WITH A.S.2047
ALL GLASS INSTALLATIONS INCLUDING
ROOFS, WINDOW AND DOORS TO BE
TAGGED ON-SITE OR GLAZIER TO
SUPPLY COMPLIANCE CERTIFICATE
AT FINAL INSPECTION.
WINDOWS
POWDER COATED ALUMINIUM WINDOW
FRAMES AWNING OPENING
REVEALS AND TRIMS TO CLIENTS SPEC.
ALL FLASHING TO MANUFACTURERS
SPECIFICATION
BRICK ON EDGE EXTERNAL SILLS REFER
AS 1288 & AS 2047 & NCC 2019 PART 3.6
FLOOR57200
CEILING
240
0
W10 W9
22.5°
F.S.L.
E.S.L.
4389
FALL FALL
FLOOR57200
CEILING
240
0
W8 W7 W6 W5
22.5°
F.S.L.
E.S.L.
415
7
FALLFALL
1 : 100
NORTH WESTERN ELEVATION
1 : 100
SOUTH WESTERN ELEVATION
Scale:
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Accredited building practitioner: Frank Geskus -No CC246A
10 Goodman Court, Invermay Tasmania 7248, p(l)+ 03 6332 3790 160 New Town Road, New Town, Hobart 7008p(h)+ 03 6228 [email protected] primedesigntas.com.au
Project:
Client name:
Drafted by: Approved by:
1 : 100
ELEVATIONS
PD19307 07
17.03.2020
PLANNING
A
PROPOSED RESIDENCELOT 137, 1 BLACKLOW COURT,BRIGHTON
K. DUNCAN
F.G.G.D.D.H.
ROOF FRAMING
PREFABRICATED ROOF TRUSSES
@ 900 CRS MAX
BRACING BY OTHERS
ROOF CLADDING
COLORBOND CUSTOM ORB
TO CLIENTS SPECS.
DOORS AND WINDOWS TO BE
SEALED IN ACCORDANCE WITH
NCC 2019 PART 2 3.12.3
BRICKWORK
SELECTED FIRED CLAY
FACE BRICKS.
RAKED JOINTS, STRETCHER BOND
REFER ENGINEER FOR
ARTICULATION JOINTS
ALL MASONRY TO COMPLY
WITH NCC 2019 PART 3.3
CONCRETE LANDING
EAVES
OVER HANG ROOF 450-950mm U.N.O.
FRAME FOR LEVEL EAVES
LINE ALL SOFFITS
WITH HARDIFLEX SHEETING.
IN ACCORDANCE WITH NCC 2019 PART 3.5.4.5.
FASCIA
COLORBOND FOLDED METAL
-GUTTER TO CLIENTS SPEC
-FASCIA TRIM ALL ROUND
INSTALLED IN ACCORDANCE
WITH THE MANUFACTURER'S
INSTRUCTIONS.
COLOUR TO BE SELECTED
DAMP PROOF COURSE
TO BE INSTALLED UNDER EXTERNAL
MASONRY ON SLABS OR FOOTINGS,
SHALL BE OF SUFFICIENT WIDTH TO
PROJECT PAST THE EXTERNAL FACE
OF THE WALL.
NCC 2019 PART 3.3.5.7
CAVITY VENTILATION AND DRAINAGE-
OPEN WEEPHOLES TO BRICK COURSE
IMMEDIATELY ABOVE ANY DPC
OR FLASHING. AT 1200 CRS AND HEAD AND
SILL OPENING OVER 1000mm
SILL AND HEAD FLASHING INSTALLED
IN ACCORDANCE WITH NCC 2019 PART 3.3.5.9
BRICK TIE SPACINGS
FOR 450mm STUD SPACING
TYPICAL 600x450 SPACING 300x225 AT OPENINGS
AND CONTROL JOINTS
REFER TO NCC 2019 PART 3.3.5.10 / AS2699.1
FOR FURTHER DETAILS
LINTELS TO COMPLY WITH NCC 2019 PART 3.4.4.
LINTELS TO COMPLY WITH NCC 2019 PART 3.3.5.12
REFER TO TABLE 3.3.5.5 FOR MASONRY VENEER SIZE
LINTELS MIN GRADE 300 MPa IN ACCORDANCE WITH AS4100
LINTEL MAX CLEAR SPAN OF
LINTEL (mm) ≤ 600mm OF
MASONRY OVER OPENING
FLAT 75x8 700
FLAT 100x10 900
ANGLE 90X90x6 E.A. 3000
ANGLE 90x90x8 E.A. 3200
ANGLE 100x100x6 E.A. 3350
ANGLE 100x100x8 E.A. 3600
ANGLE 150x90x8 U.A. 4200
TO NCC 2019 PART 3.3.5.12.
BUILDING MEMBRANE
PLIABLE BUILDING MEMBRANE INSTALLED TO
EXTERIOR WALLS TO BE VAPOUR PERMEABLE
TO COMPLY WITH & BE INSTALLED TO AS4200
& COMPLY WITH NCC 2019 PART 3.8.7.2.
FLASHINGS TO WALL OPENINGS
OPENINGS IN EXTERNAL WALL CLADDING
EXPOSED TO WEATHER MUST BE FLASHED WITH
MATERIAL COMPLYING WITH AS/NZS 2904 TO
TOP, BOTTOM & SIDES OF OPENINGS. FLASHINGS
MUST BE SUITABLE FOR FRAMING & CLADDING
USED. TO COMPLY NCC 2019 PART 3.5.4.6
MINIMUM CLEARANCE BETWEEN CLADDING & GROUND
• 150mm
• 50mm ABOVE IMPERMEABLE AREAS THAT SLOPE
AWAY. CONC. OR PAVED
WALL CLADDING MUST EXTEND MIN 50mm BELOW
BEARER OR LOWEST POINT OF SUSPENDED FLOOR
FRAMING. TO COMPLY WITH NCC 2019 PART 3.5.4.7
WINDOWS
POWDER COATED ALUMINIUM WINDOW
FRAMES AWNING OPENING
REVEALS AND TRIMS TO CLIENTS SPEC.
ALL FLASHING TO MANUFACTURERS
SPECIFICATION
BRICK ON EDGE EXTERNAL SILLS REFER
AS 1288 & AS 2047 & NCC 2019 PART 3.6
22.5° FALL
22.5
° FALL
22.5
° FALL
22.5°
22.5
°
22.5° FALL
22.5° 22.5°
22.5
°
GUTTER
GUTTERGUTTER
GUTTER
GUTTER
GUTTER
GUTTER
D.P.
D.P.
D.P.
D.P.
D.P.D
.P.
HIP
HIP
HIP
HIP
HIP
HIP
HIP
VALL
EY
950
VALL
EYVALLEY
RID
GE
HIP
RID
GE
RID
GE
450
Drafted by: Approved by:
Scale:
Revision:
Date:
Project/Drawing no:
Drawing:
Project:
NO
TE
: D
O N
OT
SC
AL
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FF
DR
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Client name:
Accredited building practitioner: Frank Geskus -No CC246A
10 Goodman Court, Invermay Tasmania 7248, p(l)+ 03 6332 3790 160 New Town Road, New Town, Hobart 7008p(h)+ 03 6228 [email protected] primedesigntas.com.au
1 : 100
F.G.G.D.D.H.
ROOF PLAN
PD19307 -08
17.03.2020
PROPOSED RESIDENCELOT 137, 1 BLACKLOW COURT,BRIGHTON
PLANNING
K. DUNCAN
A
1 : 100
ROOF PLAN
ROOF PLUMBING NOTES:
GUTTER INSTALLATION
TO BE IN ACCORDANCE WITH
NCC 2019 PART 3.5.2.4.
WITH FALL NO LESS THAN
1:100 FOR BOX GUTTERS
1:500 FOR EAVES GUTTER
UNLESS FIXED TO METAL FASCIA
EAVES GUTTER TO BE FIXED
@ 1200 CRS MAX.
VALLEY GUTTERS ON A ROOF WITH A PITCH:
A) MORE THAN 12.5° DEGREES - MUST
HAVE A WIDTH OF NOT LESS THAN
400mm AND ROOF OVERHANG OF NOT
LESS THAN 150mm EACH SIDE OFVALLEY
GUTTER.
B) LESS THAN 12.5° DEGREES, MUST BE
DESIGNED AS A BOX GUTTER.
LAP GUTTERS 75mm IN THE DIRECTION
OF FLOW, RIVET & SEAL WITH AN
APPROVED SILICONE SEALANT.
DOWNPIPE POSITIONS SHOWN ON THIS
PLAN ARE NOMINAL ONLY.
EXACT LOCATION & NUMBER OF D.P'S
REQUIRED ARE TO BE IN ACCORDANCE
WITH NCC 2019 PART 3.5.2.5 REQUIREMENTS.
SPACING BETWEEN DOWNPIPES MUST NOT
BE MORE THAN 12m & WITHIN 1.2m FROM A
VALLEY GUTTER.
ADDITIONAL ROOF LOAD
NO SOLAR P.V. SYSTEM HAS BEEN ALLOWED FOR,
NO SOLAR HOT WATER HAS BEEN ALLOWED FOR.
METAL ROOF
METAL SHEETING ROOF TO BE INSTALLED IN
ACCORDANCE WITH NCC 2019 PART 3.5.1.3.
REFER TO TABLE 3.5.3.1a FOR ACCEPTABLE
CORROSION PROTECTION FOR SHEET ROOFING,
REFER TO TABLE 3.5.1.1 FOR ACCEPTABILITY OF
CONTACT BETWEEN DIFFERENT ROOFING
MATERIALS.
FOR FIXING, SHEET LAYING SEQUENCE, FASTENER
FREQUENCY FOR TRANVERSE FLASHINGS AND
CAPPINGS, ANTI CAPILLARY BREAKS, FLASHING
DETAILS REFER TO NCC 2019 PART 3.5.1.5-3.5.1.7
ROOF PENETRATION FLASHING DETAILS.
REFER TO NCC 2019 PART 3.5.1.5-3.5.1.7
ROOF SHEETING MUST OVERHANG MIN 35mm AS PER
NCC 2019 PART 3.5.1.8
3000 4000
60
00
7000
2.24W X 2.1H
ROLLER DOOR
820
COL
COL
COL
GUTTER
FASCIA
FASC
IA
FASCIA
5.0°
Drafted by: Approved by:
Scale:
Revision:
Date:
Project/Drawing no:
Drawing:
Project:
NO
TE
: D
O N
OT
SC
AL
E O
FF
DR
AW
ING
S
Client name:
Accredited building practitioner: Frank Geskus -No CC246A
10 Goodman Court, Invermay Tasmania 7248, p(l)+ 03 6332 3790 160 New Town Road, New Town, Hobart 7008p(h)+ 03 6228 [email protected] primedesigntas.com.au
1 : 100
F.G.G.D.D.H.
SHED PLAN
PD19307 -SH01
17.03.2020
PROPOSED RESIDENCELOT 137, 1 BLACKLOW COURT,BRIGHTON
PLANNING
K. DUNCAN
A
1 : 100
SHED PLAN1 : 100
SHED ROOF PLAN
NOTE:
FLOOR AREAS INCLUDE TO EXTERNAL FACE OF
BUILDING AND GARAGE, UNLESS OTHERWISE STATED.
DECKS AND OUTDOOR AREAS ARE CALCULATED
SEPARATELY.
FLOOR AREA 111.30 m2 ( 11.97 SQUARES )
SHED AREA 42.00 m2 ( 4.52 SQUARES )
153.30 16.48
F.S.L.
BO
UND
AR
Y
30
00
45.0°
F.S.L.
E.S.L.
F.S.L.
E.S.L.
E.S.L.
F.S.L.
BO
UND
AR
Y
30
00
45.0°
Scale:
Revision:
Date:
Project/Drawing no:
Drawing:
NO
TE
: D
O N
OT
SC
AL
E O
FF
DR
AW
ING
S
Accredited building practitioner: Frank Geskus -No CC246A
10 Goodman Court, Invermay Tasmania 7248, p(l)+ 03 6332 3790 160 New Town Road, New Town, Hobart 7008p(h)+ 03 6228 [email protected] primedesigntas.com.au
Project:
Client name:
Drafted by: Approved by:
1 : 100
ELEVATIONS
PD19307 SH02
17.03.2020
PLANNING
A
PROPOSED RESIDENCELOT 137, 1 BLACKLOW COURT,BRIGHTON
K. DUNCAN
F.G.G.D.D.H.
1 : 100
SHED NORTH EASTERN ELEVATION
1 : 100
SHED NORTH WESTERN ELEVATION
1 : 100
SHED SOUTH EASTERN ELEVATION
1 : 100
SHED SOUTH WESTERN ELEVATION
ROOF CLADDING
TO SHED MANUFACTURERS
SPECIFICATIONS
WALL CLADDING
TO SHED MANUFACTURERS
SPECIFICATIONS
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