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KELLEWAY-290422
KELLEWAY RESIDENCE no.
A
date
17 March '22
amendments
Additional details for RFI response
PROPOSED ADDITIONS 26 575 B 14 April '22 Additional details for RFI response
0
WEYBA
N1 1.
00
55 WYUNA DRIVE. NOOSA SOUND
202¡5
RL1.78
1.78
6.490
31
2
2.
3'00"
5
30.28
¡ 42' 00"
111
2.37
C
wall
0
1.
Elec Pillar
2.33
1
79
4
REEK
2.39
2.2
1.
2.41
09
1.78
2.
2.37
2.33
98
1.
206¡55'0
2.34
of
4.530
LM
COCONUT PA
8
2.0
rb)
Back o
rew in Ke HD
(Sc 4A
TBM RL2.0
1.0
96
5
2
1.
0"
or
f Kerb
1.8
Flo 8
Top
DRIVE
0
d
un L2.4
1.8
25¡06'
Jetty
o 0
Gr el R
Rev Wall
LM
Patio RL2.38
8.545
Ridge RL8.64
PA v
27
Le
LM
2.06
PA
00"
94
1.
1.05
2.42
7
2.4
PALM
2.02
40
08
2.
2.46
04
RL1.78
2.
209¡39'00"
2. 2.05
DRAWING SCHEDULE
2
93
1.
1.88
2.38
8.700
0.0 Cover page and Detail Survey
Edge of Bitu
1.0
2.40
7
2.14
2.39
or 1.1B Existing Ground Floor Plan
Flo 8
wall
RL9.95
ge
Ridge
.3 Ridge
a ra RL2
9 G l 1.2B Existing First Floor Plan
men
1.
1 e ve ) Ridge RL9.14
RL8.88 1.
0
L
onc 2.39 7
C
1.3B Slab Plan
WYUNA
in
1.83
ew Ridge RL9.38
cr D
of
30¡48'00"
(S AH
1.84
M 8 1.4B Proposed Ground Floor Plan
TB 2.3
8.545
RL
213¡30'00"
inc. proposed carport
1.88
7
1.8
4.000
2.37 2.35 2.33 1.5B Proposed First Floor Plan
Top
04
9 2.
1.0
1. 31
2.
7
36
1
2.
2.32
1.6B Roof Plan
24
2.26
2.
2.32
25
2
32
32
3
2.
88
2.3 2
2.
2.32
1.7B Elevations
1.
1.06
2
1.9
2
00
304¡12'20"
ter
1 2.
Water Me
Pit 1.8B Site Cover plan
Telstra Pit
lly 7 30.295
Gu L1.8
L 1.9B Site Cover plan
0 5 10
detail survey-
existing
62 hilton terrace
noosaville (07) 5449 9066
[email protected]
www.and-design.com.au
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Full text of pages 2 to 9 (of 12)
Page 2
- workmanship and materials shall be in accordance
with relevant current s.a.a codes and statutory
authorities requirements
- all dimensions and levels to be checked on site by
builder before commencing work
- do not scale drawings
20,600 900
1,300 7,400 5,800 3,200 2,900
00
1.
site data;
site area: 620sqm
ground floor;
6490
original site cover: 276sqm - 44%
2'
85 111°4
302
202°53
first floor;
original site cover: 95sqm - 15%
'
pool
Ground Floor
4530 20
250
Level RL2.48
ens living
waterway
8°35'
5,500
5,000
court bed 1
8545 2
9,930
Jetty
terrace
5°06'
250
wir
1.05
2,080
2,080
entry
wyuna drive
3,425
8700 209°38'
250
st
250
6,900
driveway
5,500
6,400
garage dining
5,000
6,000
la kit
8545 30°48'
study
2,880
4000 213°30'
250
250
2,600
bin store
600
EXISTING HOUSE
88
1.
1.06
30295 304°12'20"
1,600
1,700 8,700 11,100
5,881 21,500 2,914
0 5 10
existing ground floor plan
no. date amendments
A 17 March '22 Additional details for RFI response
B 14 April '22 Additional details for RFI response
Client Location Drawing Drawn Scale
EXISTING GROUND AM 1:100@A2
R. & J. KELLEWAY FLOOR PLAN
55 WYUNA DRIVE
Project NOOSA SOUND Drawing no. Date
62 hilton terrace
noosaville (07) 5449 9066
[email protected]
QBSA reg. 65073 PROPOSED
ADDITION 28.0921.1.1B SEPT 2021 1.1B
Page 3
- workmanship and materials shall be in accordance
with relevant current s.a.a codes and statutory
authorities requirements
- all dimensions and levels to be checked on site by
builder before commencing work
- do not scale drawings
6490
2'
85 111°4
302
202°53
'
4530 20
waterway
8°35'
8545 2
5°06'
90
void
2,430
raked ceiling
1000
3,370
wyuna drive
8700 209°38'
cavity
90
70 570
Ridge
RL9.95
8,340
bed 3 3,301
4,330
4,150
Ridge RL9.14
Ridge RL9.38
ba
3,990
bed 2
8545 30°48'
en guest
90
1,580
90
4000 213°30'
1,580
160
EXISTING HOUSE
30295 304°12'20"
70 900
90 3,000 70 2,000 70 2,900 70 2,300 70 4,100 250
15,890
0 5 10
existing first floor plan
no. date amendments
A 17 March '22 Additional details for RFI response
B 14 April '22 Additional details for RFI response
Client Location Drawing Drawn Scale
EXISTING FIRST AM 1:100@A2
R. & J. KELLEWAY FLOOR PLAN
55 WYUNA DRIVE
Project NOOSA SOUND Drawing no. Date
62 hilton terrace
noosaville (07) 5449 9066
[email protected]
QBSA reg. 65073 PROPOSED
ADDITION 28.0921.1.B SEPT 2021 1.2B
Page 4
- workmanship and materials shall be in accordance
with relevant current s.a.a codes and statutory
authorities requirements
- all dimensions and levels to be checked on site by
builder before commencing work
- do not scale drawings
00
1.
RL1.78
31
2.
6490
11°42
' new pool
5 1
3028
202°53
2.33
1
'
2.2
2.37
4530 20
waterway
8°35'
8545 2
5°06'
existing house slab
980 Ground Floor 1.05
Level RL2.48
2,400
4
2.02
wyuna drive
8700 209°38'
step dn 100 900
block pier
390
410
410
1
step dn 100
proposed 4
line of existing slab setdown
Garage Floor
carport Level RL2.38
5,960
8545 30°48'
step dn
100
390 5,010 1,860
2
4000 213°30'
600
block pier
390
36
2.
50 1,360
2,200
3
88
LEGEND
190
1.
1.06
new 60/60/60 FRL core filled block wall & footing
30295 304°12'20" remove remove existing wall frames & construct new as shown.
1 new toilet pan position; cut slab as required
2 cut out existing study slab & pour new slab at level of existing garage
1,700 160 8,380 160 3 new extension to garage slab & footing for blockwork to engineer's detail
8,700
4 extend slab; starter bars to existing as required
0 5 10
slab plan
no. date amendments
A 17 March '22 Additional details for RFI response
B 14 April '22 Additional details for RFI response
Client Location Drawing Drawn Scale
SLAB PLAN AM 1:100@A2
R. & J. KELLEWAY
55 WYUNA DRIVE
Project NOOSA SOUND Drawing no. Date
62 hilton terrace
noosaville (07) 5449 9066
[email protected]
QBSA reg. 65073 PROPOSED
ADDITION 28.0921.1.3B SEPT 2021 1.3B
Page 5
connect wastes to sewerage system - workmanship and materials shall be in accordance
to local authority requirements with relevant current s.a.a codes and statutory
POOL FENCING AND GATES MUST COMPLY WITH Licensed Surveyors Height Form 16 required to authorities requirements
AS1926.1, AS1926., THE QUEENSLAND
connect roof water to existing onsite drainage DEVELOPMENT CODE - PART 3.4, THE BUILDING confirm maximum height of 8m not exceeded - all dimensions and levels to be checked on site by
& direct to street channel to local authority requirements ACT 1975 AND THE BUILDING REGULATION 2021 builder before commencing work
- do not scale drawings
* pool fencing to be frameless glass
SWIMMING POOL BACKWASH TO SEWERAGE 1200 high complying with AS 1926-1986
WATERPROOFING TO WET AREAS * pool to be formed concrete to engineer's
Where there is no shower door the floor within 1500mm design with pebble finish.
00 water to be chlorine treated & filtration by sand method.
of the shower rose must be fully waterproofed and fall 1. pool to be complete with min. 1.5hp filtration, cleaning
0 & maintenance accessories
minimum 1:80 to a floor waste. 12,50 * provide self closing & latching gate with latching
mechanism min. 1500mm above ground
Waterproofing to comply with AS3740-2010. * provide safety & resusitation notice in conspicuous
location
900h
lock wall 1
CORROSION PROTECTION (Salt Water) red b
ende
Dwelling to be upgraded to ensure adequate corrosion protection is provided for a lot within new r
5,500
6490
100m of salt water (approx. 1m). The following relevant sections of the BCA Vol. 2 2019 Existing block wall to
pool fe
apply: remain over sewer
11°42
' new pool
- Structural Steel Part 3.4.4.4
5 1
3028
8,700
nce
202°53
- Sheet Roofing Part 3.5.1.2
pool pump
- Masonry Structures and Masonry Accessories AS3700 & AS4773.1 & AS4773.2
90
garden 90 1,530 1,100 90
1,200
2.33
1
'
2.2
gate
2,380
new door & window
to schedule pool fence
2.37
gate pool Mech. vent. required gate
shr (ducted externally)
fg fg
600
Ground Floor
4530 20
250
250
pool fence
hb
8545 2
Level RL2.48
1,600
8 wc
court demolish existing pool
3,300
duct
& fill to eng. detail
guest ens living
waterway
id2
8°35'
5°06'
1,610 90
bed 2 fg sh
terrace
5,000
v 10
90
carpet tiles
9
Jetty
Pergola
90
2,400 190 2,400 9
1,610
new 190 reinforced id2 lawn
blockwork 2000h
to match existing
wir Mech. vent. required
(ducted externally)
11
800
new fenceline new hanging etc
id1 new wall
2,400 90
90
1.05
remove blockwork gate new path min. 7 90 2,000 90 2,750 90
entry 10
2.02
50mm
RL1.78
14,480
existing palms to new fenceline 1 08
remain 2.
garden
2
0
garden
Edge of Bitu
15
stone wall tiles stone wall tiles stone wall tiles
wyuna drive
2,530
1.88
8700 209°38'
90
90
1,000
0
remove gate
11 id1 hb f
30
& wall as req'd id2
block pier
pdr
390
1,
id3
90
pa
250
13
90
step up 150
1 1,450 90 1,520 1,000 4,560
men
fg over
s
6 proposed study 1,000 90 10
3,000
Garage Floor
625
carport Level RL2.38 LEGEND
6,400
5,500
mw wo
5,960
garage
5,000
dining
925
remove remove existing wall frames & construct new as shown.
6,000 wine
1.83
1
new driveway
as directed to concrete
desk f terrace new toilet pan orientation
8,610
90
NSC standard detail br t
90
decking
ct prop existing first floor& new wal framing to eng. detail
90 3,010 90
kit 2 12 2
1.84
re-model existing kitchen to future detail
390 5,010
4
la dw s
9 prop existing fIrst floor & remove existing wall framing.
wm 3 provide new bearer as required, to eng. detail.
8545 30°48'
4000 213°30'
1.88
NOTE: verify existing floor joist dimensions & span capacity.
7
block pier
1.8
verify existing bearer/roof beam new
250
SVP 2.35 2.33 2,880
250
2.37 4 cut out existing study slab & pour new slab at level of existing garage
3
1800w panelift door
1800w panelift door
390
610
2,600
2,200
bin store remove existing wall 90 2,300 90 4,060 4,560 250 5 new extension to garage slab & footing for blockwork to engineer's detail
2,200
garden
store 5
6 new carport to separate approval
88
1.
1.06
190
new 60/60/60 FRL core filled block wall
existing fenceline to be verified 30295 304°12'20" 7 new stair with cantilevered treads to detail; [email protected], 15T @ 250mm
remove existing wall denotes interconnected,
new bearer as required hardwired smoke alarm
Pit
Telstra Pit
to AS3786 new freestanding bath & walk-in shower.
8
lly
new floor tiling as selected, over new waterproof membrane
Gu 5,400 1,860 90 8,200 90 11,010 90 160 2,914 new plasterboard internal linings.
9 update wall bracing, tiedowns as required, to eng. detail.
5,881 1,700 8,700 11,100 new electrical layouts to future electrical plan
remove existing floor tiles throughout living areas.
10
ground floor plan
provide new polished hardwood t&g flooring glued & secret nailed
to 19mm structural plywood screwed to existing conc slab
0 5 10 remove existing veneer of brickwork & rebuild wall frame as required,
11 paying attention to damp-proof course & white-ant proofing.
external wall finishes as directed
new work 12
13
slab extension & new wall
prop floor above; new doors with 2400h heads. modify frames as req'd.
refer to schedule
no. date amendments
A 17 March '22 Additional details for RFI response
B 14 April '22 Additional details for RFI response
Client Location Drawing Drawn Scale
GROUND AM 1:100@A2
R. & J. KELLEWAY FLOOR PLAN
55 WYUNA DRIVE
Project NOOSA SOUND Drawing no. Date
62 hilton terrace
noosaville (07) 5449 9066
[email protected]
QBSA reg. 65073 PROPOSED
ADDITION 28.0921.1.4B SEPT 2021 1.4B
Page 6
PROTECTION OF WINDOWS - workmanship and materials shall be in accordance
All bedroom windows where there is a fall of more than with relevant current s.a.a codes and statutory
2.0m to the surface below and the windows are less authorities requirements
than 1.70m above the bedroom floor, must be protected - all dimensions and levels to be checked on site by
in accordance with BCA requirements (ie. fixed metal builder before commencing work
screen or restricted window openings). - do not scale drawings
WATERPROOFING TO WET AREAS
Where there is no shower door the floor within 1500mm
of the shower rose must be fully waterproofed and fall
minimum 1:80 to a floor waste.
Waterproofing to comply with AS3740-2010. 2,120 4,090 1,790 5,800
60 90 4,000 90 1,890 5,300 90
6490
2'
111°4
1,500
85
302
202°53
Tiled balcony to be
2,000
waterproofed in
2,750
accordance with AS4654
2,125
'
2,
07
0
250
950 150
150
void of
4530 20
950
wc
living room
750
fg
90
90
150
parapet
ens v
raked ceiling
1,000
2,100
sun louvres
8°35'
6,440
90
bed 3
1,010
to detail
sh new
8545 2
4,650
4,350
pergola
9,930
90
canal
90
balc
wir
1,870
5°06'
bulkhead line R 8,360
id1
2,400 90
90
shutter
3,200
2,210
entry
2,340
link stair void
1,090
void 16
2.
08
1,160
1,040 new floor
2
885
1.80
parapet stone wall tiles stone wall tiles
wyuna drive
1.88
8700 209°38'
1,090
90
id1
gallery 2
60
90
1
1,
90 600
id1
150
lin r
existing wall line
1,800
4,270
4,510
wardrobe First Floor
planter
bed 4 fg
Level RL5.43
new roof
master
5,500
r 1
90
existing balcony
1° pitch
bed 5 sh fg balc
5,200
b shown hatched
1.83
sh fg
4,410
bed 1
90
8545 30°48'
id3 existing roof overhang
ens ensuite
3,120
raked ceiling proposed roof overhang
1.84
ens
1,740
parapet
1,830
fg v v v
sh r v
4000 213°30'
lin
1.88
7
1.8
box gutter 2.35 2.33
150
150
2.37
610 parapet 2 1,230
new roof
2,600
colourbond Kliplok roofing
1° pitch colourbond Kliplok roofing
on R2.5 foil backed insulation on R2.5 foil backed insulation
box gutter
LEGEND
30295 304°12'20" remove existing roofing & roof trusses.
colourbond capping denotes interconnected, 1 new first floor wall framing as shown; 2700 finished ceiling height.
over blockwork hardwired smoke alarm
to AS3786
600 150 3,260 90 lap & bolt new joists past existing & extend over existing
60 2 brickwork veneer below
90 3,860 600 90 3,300 90 1,800 90 4,800 90 5,780 150 1,650
Tiled balcony to be
waterproofed in
accordance with AS4654
0 5 10
first floor plan
no. date amendments
new work
A 17 March '22 Additional details for RFI response
B 14 April '22 Additional details for RFI response
Client Location Drawing Drawn Scale
FIRST AM 1:100@A2
R. & J. KELLEWAY FLOOR PLAN
55 WYUNA DRIVE
Project NOOSA SOUND Drawing no. Date
62 hilton terrace
noosaville (07) 5449 9066
[email protected]
QBSA reg. 65073 PROPOSED
ADDITION 28.0921.1.5B SEPT 2021 1.5B
Page 7
- workmanship and materials shall be in accordance
with relevant current s.a.a codes and statutory
authorities requirements
- all dimensions and levels to be checked on site by
builder before commencing work
- do not scale drawings
6490
2'
111°4
1,500
85
302
202°53
2,000
'
600
600
4530 20
600
600
8°35'
new
8545 2
roof step
pergola
canal
12.5° pitch 12.5° pitch 600
5°06'
rainhead & spreader below
top of roof RL9.47
parapet RL 8.73
2.42 height 7.05m
box gutter
750
1° pitch 1° pitch 2.
10
2.
08
2.46
2.05
1,040
1,200
top of roof RL9.86
1.80
wyuna drive
height 7.76m
1.88
8700 209°38'
2.38
600
2,720 top of roof RL 9.675
height 7.875m
colourbond
flashing
acrylic vented skylight
8545 30°48'
12.5° pitch
1.84
600 600
4000 213°30'
1.88
7
1.8
2.37 2.35 2.33
610 31
600
2.
36
2.
3
2.3
2,000
30295 304°12'20"
0 5 10
roof plan
no. date amendments
A 17 March '22 Additional details for RFI response
B 14 April '22 Additional details for RFI response
Client Location Drawing Drawn Scale
ROOF PLAN AM 1:100@A2
R. & J. KELLEWAY
55 WYUNA DRIVE
Project NOOSA SOUND Drawing no. Date
62 hilton terrace
noosaville (07) 5449 9066
[email protected]
QBSA reg. 65073 PROPOSED
ADDITION 28.0921.1.6B SEPT 2021 1.6B
Page 8
top of roof RL9.86(in background) - workmanship and materials shall be in accordance
height 7.76m max with relevant current s.a.a codes and statutory
authorities requirements
top of roof RL9.86 top of roof RL 9.675 - all dimensions and levels to be checked on site by
height 7.76m max height 7.875m builder before commencing work
8.0 m height line - do not scale drawings
Glass balustrade to
have interlinking
handrail or top rail
renovation of existing house new pergola
new balcony
Level RL5.43
new block fence.
waterproof render
existing house
existing rendered fence garage door beyond pool
Level RL2.48
proposed new 1200h pool fence
carport
northwest elevation southeast elevation
top of roof RL9.86
height 7.76m max top of roof RL 9.675
height 7.875m max
renovation of existing house
proposed
carport
garage extension
existing rendered fence existing rendered fence
southwest elevation
top of roof RL 9.675 8.0 m height line top of roof RL9.86
height 7.875m height 7.76m max Licensed Surveyors Height Form 16 required to
confirm maximum height of 8m not exceeded
0 5 10
Level RL2.48
no.
A
date
17 March '22
amendments
Additional details for RFI response
northeast elevation
B 14 April '22 Additional details for RFI response
Client Location Drawing Drawn Scale
ELEVATIONS AM 1:100@A2
R. & J. KELLEWAY
55 WYUNA DRIVE
Project NOOSA SOUND Drawing no. Date
62 hilton terrace
noosaville (07) 5449 9066
[email protected]
QBSA reg. 65073 PROPOSED
ADDITION 28.0921.1.7B SEPT 2021 1.7B
Page 9
00
1. site data;
0
12,50 site area: 620sqm
lock wall 1
900h ground floor;
red b
new rende original site cover: 276sqm - 44%
5,500
proposed site cover: 302sqm - 48.70%
6490
new pool
pool fe
'
5 111°42
3028
8,700
nce
first floor;
202°53
pool pump
garden 90 1,530
90
1,100 90 original site cover: 95sqm - 15%
1,200
proposed site cover: 181.5sqm - 29.3%
2.33
1
'
2.2
gate 2,380
new door & window
to schedule pool fence
2.37
gate pool gate
shr
fg fg
600
Ground Floor
4530 20
250
250
pool fence
hb
8545 2
Level RL2.48
1,600
8 wc
court demolish existing pool
3,300
duct
& fill to eng. detail
guest ens living
waterway
id2
5°06'
8°35'
1,610 90
bed 2 fg sh
terrace
5,000
v 10
90
carpet tiles
9
Jetty
90
2,400 190 2,400 9
1,610
new 190 reinforced id2 lawn
blockwork 2000h
to match existing
wir
11
800
new fenceline new hanging etc
id1 new wall
2,400 90
90
1.05
remove blockwork gate new path 7 90 2,000 90 2,750 90
entry 10
2.02
14,480
existing palms to new fenceline 1 08
2.
RL1.78
remain
garden
2
0
garden
Edge of Bitu
15
stone wall tiles stone wall tiles stone wall tiles
wyuna drive
2,530
1.88
8700 209°38'
90
90
1,000
0
remove gate
11 id1 hb f
30
& wall as req'd id2
390
block pier
pdr
1,
id3
90
pa
250
13
90
step up 150
11,450 90 1,520 1,000 4,560
men
fg over
s
6 proposed study 1,000 90 10
3,000
Garage Floor
625
carport Level RL2.38
6,400
5,500
mw wo
5,960
garage
5,000
dining
925
6,000 wine
1.83
new driveway
as directed to concrete
desk f terrace
8,610
90
NSC standard detail br t
90
decking
ct
90 3,010 90
kit 2 12
1.84
390 5,010
4
la dw s
9
wm
8545 30°48'
4000 213°30'
1.88
7
block pier
1.8
verify existing bearer/roof beam new
250
SVP 2.35 2.33 2,880
250
2.37
3
1800w panelift door
1800w panelift door
390
610
2,600
2,200
bin store remove existing wall 90 2,300 90 4,060 4,560 250
2,200
garden
store 5
88
1.
1.06
190
new 60/60/60 FRL core filled block wall
existing fenceline to be verified 30295 304°12'20"
remove existing wall denotes interconnected,
new bearer as required hardwired smoke alarm
Pit
Telstra Pit
to AS3786
lly
Gu 5,400 1,860 90 8,200 90 11,010 90 160 2,914
5,881 1,700 8,700 11,100
0 5 10 ground floor plan
site cover
no. date amendments
A 17 March '22 Additional details for RFI response
B 14 April '22 Additional details for RFI response
Client Location Drawing Drawn Scale
GROUND AM 1:100@A2
R. & J. KELLEWAY FLOOR PLAN
55 WYUNA DRIVE
Project NOOSA SOUND Drawing no. Date
62 hilton terrace
noosaville (07) 5449 9066
[email protected]
QBSA reg. 65073 PROPOSED
ADDITION 28.0921.1.8B SEPT 2021 1.8B
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