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Approved Plan MCU17-0031 · MCU17/0031
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design group
building design + interior architecture
GENERAL NOTES DRAWING SET INDEX
Toilet doors are to open outwards or be fitted with lift off
hinges in accordance with part 3.8.3.3 of BCA Housing 100 SITE PLANS
Provisions. WD.101 COVER SHEET
WD.102 SITE SURVEY PLAN
All glazing in buildings to comply with the requirements of WD.103 SITE PLAN & FLOOR AREAS
part 3.6 of the current BCA Housing Provision and AS1288. 200 FLOOR PLANS
A glazing certificate from the manufacturer for compliance
with AS1288 must be provided on completion. WD.201 SUBFLOOR PLAN
WD.202 MAIN LEVEL PLAN
WD.203 UPPER LEVEL PLAN
Where existing crossover is modified the builder shall
WD.204 ROOF PLAN
construct Kerb & Channel to match adjacent and to local WD.205 SUBFLOOR DIMENSIONS
authority requirements. WD.206 MAIN LEVEL DIMENSIONS
WD.207 UPPER LEVEL DIMENSIONS
300 REFLECTED CEILING PLANS
ENERGY EFFICIENCY REQ. WD.301 MAIN LEVEL RCP
WD.302 UPPER LEVEL RCP
ALL walls, floors, ceiling/ roofs to be insulated as per 400 ELECTRICAL PLANS
Private Certifier's nominated minimum requirements as
per the B.C.A. Deemed to Satisfy or site specific energy WD.401 MAIN LEVEL ELEC PLAN
efficiency requirements WD.402 UPPER LEVEL ELEC PLAN
500 ELEVATIONS
All external doors and windows to be fitted with a seal to WD.501 WEST ELEVATION
restrict air infiltration WD.502 EAST ELEVATION
WD.503 NORTH ELEVATION
Hot water systems shall be fitted with a heat trap within WD.504 SOUTH ELEVATION
one metre of the outlet of the heater and before the first
600 SECTIONS
branch.
WD.601 SECTIONS A & B
All exhaust fans to conditioned spaces to be fitted with a WD.602 SECTIONS C & D
self closing damper. 700 DETAILS
WD.701 FACADE SCREEN
STAIR SLIP-RESISTANCE WD.702
WD.703
OFF FORM CONCRETE
DETAILS
Treads must have a slip-resistant finish or a suitable non- 900 SCHEDULES
skid strip near the edge of the nosings as per BCA 3.9.1.3. WD.901 DOOR SCHEDULE
WD.902 WINDOW SCHEDULE
The treads must have a slip resistance of P3 for dry WD.903 WINDOW SCHEDULE
conditions (not normally wet or likely to be made wet other WD.904 JOINERY SCHEDULE
than by an accidental spill), and P4 for wet conditions WD.905 SCHEDULES
(including areas exposed to weather).
Slip compliance certificate must be submitted to certifier.
proposed kelly residence, peregian beach
WATER PROOFING WET AREAS TERMITE PROTECTION EXCAVATIONS TANKING OF HABITABLE AREAS BUILDING WORKS SETOUT
The building shall be protected from subterranean termites
Waterproofing of wet areas to comply with the current AS by approved physical and/ or chemical barriers in Sheet Piling to be designed and certified by RPEQ so as to All steps in floors where retaining walls have been installed Building Works to be setout by Licensed Cadastral
3740. A certificate including bathrooms, WC and laundry accordance with AS3660.1. support likely imposed loads and not cause or allow or where retaining walls are used as external walls of Surveyor.
from an approved waterproofing applicator will be required damage to adjacent building works or land. All boundary habitable rooms are to be waterproofed by an approved Identification and height verification survey to be carried
before a final certificate can be issued. The precise method of protection shall be determined by works, including temp. works not to encroach over tanking system and installed by an accredited installer. out once fascia/gutter and ridge to roof has been erected to
the owner/ s and/or builder only after consultation with a boundary. External areas to BCA 3.8.1.5 A.S.4654.1 and 4654.2 confirm no works encroach boundaries and the building
licensed pest control operator. The approved system is to be certified for compliance upon has been constructed in accordance with approved plans
SURFACE WATER DRAINAGE Builder to make allowance to prop, shore and retain the
sides of all excavations required for building construction.
completion. and height does not exceed 8M Noosa Plan/ 8.5M
elsewhere or as extended by site specific planning
BA/C1 Working Documentation 08.05.17
SF/LF/
AB/NB
This information then shall be advised to the Local no. issue / amendment date initial
The builder shall satisfy himself as to employ prior to approval
The ground beneath suspended floors must be graded so
that the area beneath the building is above the adjacent
Government or Licensed Certifier prior to, or at the time of
lodgement of the Building Permit Application. commencing 'any' excavation. Any slippage or damage SEWERAGE client
J & E Kelly
caused as a result of excavation shall be made good by
external finished ground level and surface water is
prevented from ponding under the building. Refer figure Thereafter, the owners shall ensure that any physical builder. Adequate retention methods are the full Connection of house drains to sewer main to be carried out SUB-FLOOR VENTILATION project
Kelly Residence
barriers are kept clear of garden beds and/ or soil build up, responsibility of the builder. in accordance with local authority requirements. location
3.1.2.3 of the current BCA Housing Provisions.
that any chemical barriers remain undisturbed and that Note: The sub-floor space beneath the suspended floor of 16 Piper St, Peregian Beach
The external finished ground level surrounding the building
must be graded to a slope not less than 50mm over the
annual inspections (plus eradication as necessary ) are
carried out thoughout the life of the building by a licensed
WATER SUPPLY STORMWATER a building must be designed and constructed in
accordance with Part 3.4.1.2 of the current BCA Housing COVER SHEET
first 1.0m from the building in accordance with Figure pest control operator in accordance with AS3660.1. Provisions.
Water Supply: Connect to estate mains in accordance with Roof & surface stormwater to be disposed of in accordance Lee Foster / director Scott Falconer / director
3.1.2.2 of the current BCA Housing Provisions.
p - 0424 620 247 p - 0422 483 159
On the completion of the building prior to the final development approval and local authority requirements If with local authority requirements design group
the aboda design group
e - [email protected] e - [email protected]
Level 2 1794 David Low Way Coolum Beach,
inspection by the licensed Building Certifier, a licensed mains water pressure exceeds or could exceed 500kPa, a trust *ABN 56 266 884 746 Q. 4573. PO box 2449 Noosa Heads Q 4567
The finished ground level is to be a minimum of 150mm
t/a aboda design group *BSA License -1175604 *www.aboda.com.au
Pest Controller is to inspect and confirm that the termite water pressure limiting device shall be installed to ensure
below ground floor level. that the maximum operating pressure at any outlet within -
*This drawing is to be read in conjunction with Engineers Drawings & Reports
*Construction to comply with all relevant SAA & BCA Codes & standard Bldg
system installed has not been bridged or breached and the By-law 1975 & as amended.
the boundaries of the property does not exceed 500 kPa. NOOSA COUNCIL *Copyright for design & drawings remain the property of the authors.
ELECTRICAL required visual barrier has been maintained. *Verify all dimensions on site prior to commencement of any works.
*These drawings are not to be used for scaling.
APPROVED PLAN scale
drawing no.
as shown @ A3 issue
All electrical work to be priced and carried out in
accordance with AS/NZ 3000 and all relevant metering
authorities.
MCU17/0031 19 MAY 2017
WD.101 BA/C1
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Section 2
bamboo please
crisp white rendered wall more light in behind screen
this wall(s) to be mid grey
and the same for behind
the garage section of the
screen
crisp white rendered wall
crisp white rendered
garage door (1 panel )
slightly taller shrubs by 300mm
-
NOOSA COUNCIL
APPROVED PLAN
MCU17/0031 19 MAY 2017
crisp white rendered wall
Section 3
Setback intrusion B- side boundary
pool <1.5M from boundary design group
at >1M above NGL
Setback intrusion C - side boundary
eave <2.5M from boundary building design + interior architecture
at >7.5M above NGL
FLOOR AREAS
O.M.P.
EXTERNAL FLOOR AREA
O.M.P.
2,350
411
STEPS MAIN LEVEL 9.26 1.5m SIDE SETBACK
2m SIDE SETBACK
EXTERNAL AREA MAIN LEVEL 10.26
PRIVATE COURT MAIN LEVEL 12.59
1.5
2m
m
RE SET
RE
DRYING COURT MAIN LEVEL 19.18
AR
AR
6m F
5m
SE CK
POOL MAIN LEVEL 26.23
RE
6m
TB
BA
RON
AR
AC
RE
POOL DECK MAIN LEVEL 43.05
K
SE
AR
T SE
TB
SE
ALFRESCO UPPER LEVEL 27.79
AC
TB
TBAC
K
AC
K
148.36 m2
K
INTERNAL FLOOR AREA
PDR MAIN LEVEL 2.27
LDY MAIN LEVEL 5.86
K
BATH MAIN LEVEL 9.02 AC K
E TB BAC
T
STUDY MAIN LEVEL 9.80 E S SE
SID IDE
m
2 m S
INTERNAL AREA MAIN LEVEL 13.03 1.5
6m
FR
BED 3 MAIN LEVEL 13.17
ON
TS
ET
BED 2 MAIN LEVEL 14.19
BA
CK
HALL MAIN LEVEL 15.49
GUEST BED MAIN LEVEL 15.88
ENTRY MAIN LEVEL 18.22 00
4,9 .P.
.MO
FAMILY MAIN LEVEL 20.05
GARAGE MAIN LEVEL 43.95
PDR UPPER LEVEL 2.53
Setback intrusion A- front boundary
SITE SETOUT PLAN
PTY UPPER LEVEL 3.20 Garage <6M from boundary SCALE 1:200 @ A3
LINK UPPER LEVEL 8.01
ENSUITE UPPER LEVEL 15.43 -
WIR UPPER LEVEL 17.15 NOOSA COUNCIL
LIVING UPPER LEVEL 19.14 APPROVED PLAN
DINING UPPER LEVEL 20.05
MCU17/0031 19 MAY 2017
KITCHEN UPPER LEVEL 21.27
MASTER BED UPPER LEVEL 26.09
POOL
313.80 m2 26.23 m2
FAMILY
20.05 m2
LIVING DINING
ENTRY 19.14 m2 20.05 m2
STEPS STUDY
18.22 m2
SITE COVER
9.26 m2 9.80 m2
POOL DECK ALFRESCO SF/LF/
BATH 43.05 m2
27.79 m2
BA/C1 Working Documentation 08.05.17 AB/NB
SITE COVER 188m2 9.02 m2 BED 2
KITCHEN no. issue / amendment date initial
14.19 m2
HALL 21.27 m2
LINK client
SITE 617m2 15.49 m2
8.01 m2
PDR PTY
2.53 m2 3.20 m2 J & E Kelly
project
SITE COVER 30% BED 3
Kelly Residence
187.72 m2
13.17 m2
169.19 m2
GUEST BED location
15.88 m2
16 Piper St, Peregian Beach
SITE PLAN & FLOOR AREAS
LDY
WIR MASTER BED
5.86 m2
17.15 m2 26.09 m2
PRIVATE COURT
12.59 m2 Lee Foster / director Scott Falconer / director
PDR p - 0424 620 247 p - 0422 483 159
design group e - [email protected] e - [email protected]
2.27 m2
the aboda design group Level 2 1794 David Low Way Coolum Beach,
trust *ABN 56 266 884 746 Q. 4573. PO box 2449 Noosa Heads Q 4567
GARAGE t/a aboda design group *BSA License -1175604 *www.aboda.com.au
43.95 m2
*This drawing is to be read in conjunction with Engineers Drawings & Reports
DRYING COURT ENSUITE *Construction to comply with all relevant SAA & BCA Codes & standard Bldg
19.18 m2 15.43 m2 By-law 1975 & as amended.
*Copyright for design & drawings remain the property of the authors.
*Verify all dimensions on site prior to commencement of any works.
*These drawings are not to be used for scaling.
m)
Sett (7a scale as shown @ A3 issue
ing ing
5 pm Ris
SITE PLAN & FLOOR AREAS
drawing no.
lower level upper level
N
SCALE 1:200 @ A3 WD.103 BA/C1
Section 4
4
12
11
1 2 3 4 B
5 6 7
10
D
14
WD.601
9
design group
WD.602
0
15
8.7
.66
.22
3,330 1,100 3,990 4,290 3,400 3,520
.08
.76
14
15 90°0'
12
Block Wall
12
33.561 building design + interior architecture
8
.88
.06
13
.24
14
4
13
8.7
.88
.51
.64
.06
1.5m SIDE SETBACK
13
11
14
DP
.89
1
10
7.7
182°13'30"
13
.96
.69
3.058
2m SIDE SETBACK
FRONT SETBACK
12
12
.87
.00
.38
A A
12
13
.89
12
.99
13
POOL
12
.10
12
.47
.41
5
.03
.94 4.808
14
.87
0
8.8
2°13'30"
11
9.8
.88
13
3
12
8
9.2
13
.57
FAMILY
840
Banksia
.00
conc
.08
6m
12
fill
.57
A A
13
line of block wall over
14.
14
12
.96
WD.601 STUDY (over) WD.601
14
.17
1.5
12
L
.35
.40
3
at R
10
8.4
m
2m
12
(over)
12
Palm
RE
RE
r
DP
.53
ove
POOL CS FFL 10.900
AR
.77
Cottonwood
AR
4.0 2°0'
5,180
5,180
14
11
.57
SE
conc
slab
EQUIP
14
.00
23
SE
12
TB
13
.17
TB
.13
ry
AC
.04
14
.03
.57
AC
.38
ent
12
6
K
12
bearer to eng.
13
8.3
12
K
6m F
12
f
nt o
.21
shs shs shs shs
er line of off form IR2
RON
exte
12
b
Tim
4
conc walls over RFI#02
9.6
.79
1
.06
C ge C
1
7.4
T SE
9.4
ara BED 2
14
BATH
14
.56
WD.602 G ENTRY (over) WD.602
12
TBAC
(over) (over) bearer to eng.
.15
342°
9
B B
12
9.8
7.55
K
9
.74
shs shs shs shs
HALL
06'30
11
r)
6
ve
FFL:15.34
(over) (o
.00
"
CK
14
.57
agg. drainage to stormwater
E
12
bearer to eng.
6
LD
.02
2,720
2,720
.73
9.7
.19
.08
11
waterproof membrane/
13
shs shs shs shs
O
.35
12
14
.05
BED 3 PO
14
drainage & protected
Tw
14
.75
oS
termite barrier to BCA/AS
&F
.84
11
(over)
tor
.10
.08
13
ibr
ey
12
14
oH
10
bearer to DP
eng.
C C
Blo
DP
ou
ck
se
agg. drainage to stormwater shs shs shs shs
Fig sleeper rises.
.98
GUEST BED clearance to
.16
waterproof membrane/
13
DP paver infill
14
subfloor as per
(over) drainage & protected BCA 3.1.3.4(b)
termite barrier to BCA/AS
all
.63
Section 5
kW
10
shs c
6m
line of timber sleeper Blo -
FR
.20
w
retaining wall over Lo
ON
14
4,900
4,900
fill
NOOSA COUNCIL
.72
TS
13
ET
K APPROVED PLAN
BA
AC
CK
TB
.04
E K
line of block wall over AC
.81
12
ES TB MCU17/0031 19 MAY 2017
11
SID E
grated drain over GARAGE 2m ES
E SID E
11
#LayID (over) 1.5
m
#LayID
.96
.02
11
.40
14
extent of garage slab over at RL 13.140
.14
D D
11
12
DP
.87
16 2°0
11
EXT. FINISHES LEGEND
.25 '
32
DP
13
carpet handrail.
.54
C HR
.21
4
12
fill
FFL:12.55 AS aluminium screen. CS concrete slab. MR1 metal roof - (no ref. type).
.34
fill
13
compacted fill, AL aluminium louvres, refer sched. DP down pipe. PW parapet wall.
12
refer eng.
aluminium sliding door. driveway slab. patio slab.
.55
.53
ASD DS PS
.80
5
.17 '
12
.86
12
4,690
4,690
30 2°0 aluminium framed door. fibre cement ext. cladding. silicone butt jointed glass.
13
.52
12
AFD FC SBJ
WM ll 2 3
.80
12
Wa
.35
02 6
k aluminium framed window. fascia gutter. timber cladding.
12
loc
AFW FG TIM
13
.79
B
.73
.56
.66
fill
4 311 sun control battens, refer detail. floor tile (no refers to type). timber deck.
13
12
BA FT1 TD
13
E E
IL:1
12
BAL1 balustrade-(no refers to type). GS garage slab. TF timber floor.
P9
.89
2.51
.75
Sewer M/H
12
masonry blockwork. hot water service. valley gutter
)
12
all
.28
BLK HWS VG
ST
fW
13
LL:13.72
po
DRIVEWAY SF/LF/
(To
BA/C1 Working Documentation 08.05.17
RE
.45
.55
AB/NB
.58
line of block wall over
12
13
(over)
12
no. issue / amendment date initial
IL:
.30
ET
.90
12
13
client
12
.68
.49
J & E Kelly
12
.80
3,330 1,100 3,990 4,290 3,400 3,520
12
project
.40
13.55
1 2 3 4 D B
5 6 7
13
.91
IO/150PVC Kelly Residence
12
WD.602 WD.601 location
16 Piper St, Peregian Beach
.11
.41
13
all
13
Blo
ckW
WALL LEGEND GENERAL LEGEND FLOOR FINISHES FINISH CODE LEGEND SUBFLOOR PLAN
D04
.28
denotes door number Indicates extent of Lee Foster / director Scott Falconer / director
13
FT1 FT2 p - 0424 620 247 p - 0422 483 159
brickwork faced TILE denotes additional e - [email protected] e - [email protected]
design group
W04 denotes window number 'extent' information the aboda design group Level 2 1794 David Low Way Coolum Beach,
13
trust *ABN 56 266 884 746 Q. 4573. PO box 2449 Noosa Heads Q 4567
(xxxxxxxx) t/a aboda design group *BSA License -1175604 *www.aboda.com.au
90MM ext. timber frame Indicates extent of
RL 17.200
.24
denotes finished floor level C
CARPET
13
*This drawing is to be read in conjunction with Engineers Drawings & Reports
denotes finish, refer 1000 *Construction to comply with all relevant SAA & BCA Codes & standard Bldg
.73
XX
int. timber frame + RL 17.700 denotes spot level series drawings for schedule By-law 1975 & as amended.
12
Indicates extent of *Copyright for design & drawings remain the property of the authors.
.05
.17
TF TD *Verify all dimensions on site prior to commencement of any works.
50 step denotes change in level TIMBER.
13
*These drawings are not to be used for scaling.
chs denotes item and number.
13
(7a
m )
Indicates extent of structural JXX refer to Joiner for details
Sett
ing
5 pm
ing
1
SUBFLOOR PLAN 3
Ris
shs
posts - refer engineer. fw denotes floor waste
GS DR
Indicates extent
CONCRETE
scale
drawing no.
as shown @ A3 issue
WD.201 BA/C1
13.10
N denotes direction of roof fall
.02
5deg
denotes hard wired smoke alarm
13
.97
SCALE 1:100 @ A3 BCA 3.7.2 min 300mm from wall denotes roof material
12
MR1 pavers Indicates extent of PAVERS
.96
12
The text continues on section 6.
Used in these records
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