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Reference Document - EXE25/0016 [As Published]
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
KEY SITE REQUIREMENTS GFA:
ALLOWED COVERAGE 500.00m2
DOWN PIPE FR CONCRETE FLAT ROOF SITE 640.71m2
DP ACTUAL COVERAGE 489.00m2
ALLOWED COVERAGE 50% / 320.35m2
S SPITTER PD PLUMBING DUCT 30% / 192.21m2
FALL DIRECTION ACTUAL COVERAGE
RL FINISHED LEVEL
GROUND LEVEL 45% / 291.73m2
RH RAIN HEAD L UPPER LEVEL 29% / 191.65m2
NG NATURAL GROUND LEVEL
MPR METAL PITCHED ROOF
30.575
PLANTER
1550
PLANTER
2.070
PLANTER PLANTER PLANTER
2000
POOL EQUIPMENT
E
N
V
POOL SPA
RI
CISTERN
6.904
9deg
9deg
CISTERN
MPR
MPR
D
LAWN
CANAL PLANTER
TERRACE
A
00
6.864
2.7
PLANTER
RL
N
9deg
9deg
MPR
MPR
POOL
OUTDOOR LIVING
U
50
6.0 00
WY
PLANTER
RL .6
RL2
TH
WI
CE TS
PLANTER
D AN MEN
R RE
CO I
AC EQU
IN R
V ER NCIL
SO COU
OS
CR CAL
LO
FR
4
6.90
00
9.2
RL
AY
EW
g
TERRACE IV
9de
FR FR DR
6.299
R
MP
0
2.70
RL
R
K
TE
DEC R
AN
MP
g
9de
0
PL
R
75
g
9de
MP
g
CIS
TE
1.
9de
RN
ES
R
VIC
RL
MP
R
=2
30 SE
LP
50
0/5
R /U2
MP U1
0
g
9de
g
9de
R
MP
R
Y
JETT
MP
g
9de
RN
TE
CIS
30
205
=2
LP
550
R 20/
9
MP FR U1
0/U
g
9de R
MP
.879
RN
TE
g
9de
CIS
6
50
2.5
LL
E CE
RL
MP
R HTW RA
R
LIG R
TE
NTE
g
9de 30
PLA
5
30.
CE
250
170
L
RA
6
9
211
R
A
TE
8
N
ER
A NT
PL
CA
REFERENCE DOCUMENT
29
R
R TE
NT
E AN EXE25/0016
5.0
214
PL
A PL
NOOSA COUNCIL
3
30 APRIL 2025
10
0.9
LOT 12 PLAN N10576
25 WYUNA DRIVE, NOOSAVILLE
COUNCIL ANNOTATION: AREA: 640.71m2
Exemption Certificate EXE25/0016 only relates to the dwelling house
within the flooding and inundation area included within the Flood Hazard SITE PLAN
Overlay.
PAUL CLOUT DESIGN GENERAL NOTES:
Suite 3, 44 MARY STREET, NOOSAVILLE CLIENT NAME: Ohana Development Group
Use written dimensions only. DO NOT scale drawings. Contractors to verify all
PO BOX 152, NOOSAVILLE, QLD 4566. SITE ADDRESS: 25 Wyuna Drive, Noosaville
dimensions on site prior to commencing works. Site location is Category W41
BSA LICENCE: 1066417 or to engineer's requirements. These drawings are to be read in conjunction
DRAWING TITLE: SITE PLAN SCALE: 1:100 ON A2
with engineer's design and details, the accompanying building specification and
DRAWING DATE: 02/04/2025
schedule of finishes. If in doubt, please request clarification. DO NOT ASSUME.
PH: (07) 5440 5388
[email protected] STAGE: CONSTRUCTION DRAWINGS
DRAWING No. 01
www.paulclout.com @COPYRIGHT PAUL CLOUT DESIGN PTY LTD.
Document Set ID: 23683856
Version: 1, Version Date: 10/04/2025
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Full text of sections 2 to 4 (of 10)
Section 2
GFA: NOTE: NOTE: NOTE:
KEY SITE REQUIREMENTS FLOOR AREAS
ALLOWED COVERAGE 500.00m2 -ALL TOILET DOORS TO HAVE -DOWN PIPES AND ROOF DRAINAGE LOCATIONS FOR ALL WET AREAS:
HT HOSE TAP G GAS POINT CSD CAVITY SLIDING DOOR SITE 640.71m2 BASEMENT FLOOR UPPER FLOOR
ACTUAL COVERAGE 489.00m2 LIFT OFF HINGES ARE SUGGESTED ONLY AND BUILDER SHOULD SET DOWN FLOOR CONSTRUCTION TO
INTERNAL AREA 198.85 m2 INTERNAL AREA 143.95 m2 ENSURE ADEQUATE STORMWATER FALL AND PROVIDE TILED FLOOR FLUSH WITH
F FRIDGE W WINDOW -RL'S ARE ASSUMED
FG FLOOR GULLY ALLOWED COVERAGE 50% / 320.35m2 TERRACE 64.33 m2 DRAINAGE AS REQUIRED ADJOINING FINISHED FLOOR, FALL TO
L ONLY AND SHALL BE VERIFIED
N G NATURAL GROUND LEVEL 30% / 192.21m2 GROUND FLOOR NOTE:
BY BUILDER PRIOR TO -DRAINAGE TO BE CONSTRUCTED ACCORDING TO WASTE, DROP SHOWER
DP DOWN PIPE FALL DIRECTION INTERNAL AREA 219.65 m2 TOTAL FLOOR AREAS
L ALL STAIRS TO BE VOS FOR REQUIRED COMMENCEMENT OF SITE WORKS HYDRAULIC ENGINEER'S SPECIFICATIONS
FG FINISHED GROUND LEVEL 119.83 m2 2
SD SMOKE DETECTOR ACTUAL COVERAGE TERRACE INTERNAL AREA 562.45 m
RH RAIN HEAD HEIGHTS AND TREAD CALCULATIONS
GROUND LEVEL 45% / 291.73m2 POOL 66.24 m2 TERRACE 184.16 m2
GD GLASS DOOR UPPER LEVEL 29% / 191.65m2 POOL 66.24 m2
FR CONCRETE FLAT ROOF NOTE:
PD PLUMBING DUCT
DROPPED CEILING 13230 BASEMENT MECHANICAL DRAINAGE AS COUNCIL ANNOTATION:
D DOOR RL FINISHED LEVEL PER HYDRAULIC ENGINEER'S DETAILS Exemption Certificate EXE25/0016 only relates to the dwelling house
6180 3900 3150
within the flooding and inundation area included within the Flood Hazard
Overlay.
30.575
2.070
N
LINE OF LEVEL
ABOVE
POOL WINDOW AS PER
W2 CONSTRUCTION DETAIL
6.904
POOL SHELL
BUILT-IN SEAT
6.864
MULTI-PURPOSE
4585
1650
Non habitable Only LIFT SHAFT
TIMBER
2550 CEILING
LIFT SHAFT
LIFT
1580
SD
1570
1950
ELITE
ELEVATORS LINE OF LEVEL
0 P7 MODEL ABOVE
A
9400
.20
-0
RL BUILDER TO ENSURE
STAIRWAY CONSTRUCTION
CONTROL
BOX
IN ACCORDANCE WITH
00
NCC ABCB 11.2.2
LINE OF LEVEL
R5
7654 ABOVE
MULTI-PURPOSE 9
8 3
4
2
6.90
1
POOL SHELL
Non habitable Only 2900 FLOOR TO FLOOR
16 RISERS @181mm 0
TIMBER 15 TREADS. 288 MID POINT UP .20
2550 CEILING PLUS 20mm NOSING
L -0
R
6.299
593
AY
PL
OM
LINE OF LEVEL
DIS L
ABOVE NE AL
RO
WI
0
SW
AS
T
L
0 EG KLAUS U10 MULTIPARKING CAR LIFT
EN
191
R
TU REFER TO MANUFACTURERS REQS.
M
A
D
FE
UIP
CS
TS
EQ
820
LIFLING
T
555
LIF
CIS
R
A CE I
0
C
TE
0D
RN
K SD 0
SIN 255
82
0
R
20
PD ES FG
D 30
710
-0.
R 820 =2
BE FG TIL LING LP
TIM ILING CH GLASS WALL EI 30
0/5
550
D
N 0C
RL
CE BE G
/U2
550
AND DOOR 900 225 0
154
290
2 U1
RD
R AG
E
SD 190
7
TO
C'B S
0 4
570 680
E
SD R AG ER
O TI ING
B 30
ST
M
IL =2
CE LP
M 30
00
0
GY ER 255 5
20/
0/U
0.2
B
TIM ILING U1
CE
-
2550
RL
0
9
20
6.87
-0.
21
LINE OF LEVEL
ABOVE
0
83
100
698
RL
N A LIGHTWELL
AU ES
RL 1.710
50
S TIL LING W1
EI
0C
15
255
M
00
EA PEBBLE BASE
530
ST TILESILING DRAINAGE AS PER
30.
CE ENGINEER'S DETAILS
0
255 0
257
30 REFERENCE DOCUMENT
259
0 173
EXE25/0016
NOOSA COUNCIL
A 30 APRIL 2025
29
5.0
0
519
173
7
10
0.9
BASEMENT FLOOR PLAN
PAUL CLOUT DESIGN GENERAL NOTES:
Suite 3, 44 MARY STREET, NOOSAVILLE CLIENT NAME: Ohana Development Group
Use written dimensions only. DO NOT scale drawings. Contractors to verify all
PO BOX 152, NOOSAVILLE, QLD 4566. SITE ADDRESS: 25 Wyuna Drive, Noosaville
dimensions on site prior to commencing works. Site location is Category W41
BSA LICENCE: 1066417 or to engineer's requirements. These drawings are to be read in conjunction
DRAWING TITLE: BASEMENT FLOOR PLAN SCALE: 1:100 ON A2
with engineer's design and details, the accompanying building specification and DRAWING DATE: 02/04/2025
schedule of finishes. If in doubt, please request clarification. DO NOT ASSUME.
PH: (07) 5440 5388
[email protected] STAGE: CONSTRUCTION DRAWINGS
DRAWING No. 02
www.paulclout.com @COPYRIGHT PAUL CLOUT DESIGN PTY LTD.
Document Set ID: 23683856
Version: 1, Version Date: 10/04/2025
Section 3
GFA: NOTE: NOTE: NOTE:
KEY SITE REQUIREMENTS FLOOR AREAS
ALLOWED COVERAGE 500.00m2 -ALL TOILET DOORS TO HAVE -DOWN PIPES AND ROOF DRAINAGE LOCATIONS FOR ALL WET AREAS:
HT HOSE TAP G GAS POINT CSD CAVITY SLIDING DOOR SITE 640.71m2 BASEMENT FLOOR UPPER FLOOR
2 ACTUAL COVERAGE 489.00m2 LIFT OFF HINGES ARE SUGGESTED ONLY AND BUILDER SHOULD SET DOWN FLOOR CONSTRUCTION TO
INTERNAL AREA 198.85 m INTERNAL AREA 143.95 m2 ENSURE ADEQUATE STORMWATER FALL AND PROVIDE TILED FLOOR FLUSH WITH
F FRIDGE W WINDOW 64.33 m2
-RL'S ARE ASSUMED
FG FLOOR GULLY ALLOWED COVERAGE 50% / 320.35m2 TERRACE
ONLY AND SHALL BE VERIFIED DRAINAGE AS REQUIRED ADJOINING FINISHED FLOOR, FALL TO
N GL
NATURAL GROUND LEVEL 30% / 192.21m2 GROUND FLOOR NOTE:
BY BUILDER PRIOR TO -DRAINAGE TO BE CONSTRUCTED ACCORDING TO WASTE, DROP SHOWER
DP DOWN PIPE FALL DIRECTION INTERNAL AREA 219.65 m2 TOTAL FLOOR AREAS
L ALL STAIRS TO BE VOS FOR REQUIRED COMMENCEMENT OF SITE WORKS HYDRAULIC ENGINEER'S SPECIFICATIONS
FG FINISHED GROUND LEVEL 119.83 m2 2
SD SMOKE DETECTOR ACTUAL COVERAGE TERRACE INTERNAL AREA 562.45 m
RH RAIN HEAD HEIGHTS AND TREAD CALCULATIONS
GROUND LEVEL 45% / 291.73m2 POOL 66.24 m2 TERRACE 184.16 m2
GD GLASS DOOR UPPER LEVEL 29% / 191.65m2 POOL 66.24 m2
FR CONCRETE FLAT ROOF
PD PLUMBING DUCT
DROPPED CEILING 15950 6377
COUNCIL ANNOTATION:
D DOOR RL FINISHED LEVEL
Exemption Certificate EXE25/0016 only relates to the dwelling house
6180 3900 5870
within the flooding and inundation area included within the Flood Hazard
Overlay.
30.575
PLANTERS WATER FEATURE HT
POOL A/C A/C
PLANTER PLANTER ABOVE
1550
POOL FENCE TO SERVICES
2.070
LOCAL COUNCIL DEPTH 0.45 FEATURE
REQUIREMENTS WATER FEATURE FEATURE STONE 50
GATE
PLANTER ABOVE STONE 520 x 300 COLUMN
DEPTH 0.5 LOCATION VOS
PLANTER W10 DP W11 W12 HT
PLANTER PLANTER PLANTER RL 2.850 PLANTER
N
RL 2.850 RL 3.000 RL 3.000 RL 3.000
POOL SPA FG
DEPTH 1.6 DEPTH 1.6 DEPTH 1.2 DEPTH 1.0
REVETMENT
WALL RL1.05 BOARD-FORM
WET EDGE WALL DEPTH 0.5 870 GD CONCRETE FINISH
RL 2.550
CISTERN
6.904
DEPTH 0.45
BED 4
200
POSTS AS PER
TIMBER PERGOLA ENGINEER'S REQS ZERO-THRESHOLD LAWN
DEPTH 0.3 ABOVE DRAINS TIMBER
W5 W6 TERRACE
5430
2950 CEILING
W9
TROUGH
G
TILES
0
ENS
00 0
2.7
WALL RL1.95 DAYBED TILES
FEATURE
2.7 RL
2650 CEILING STONE
6.864
POOL BOARD-FORM TV A/C UNIT IN
RL GLASS POOL FENCE LINE OF BEAM TIMBER PERGOLA
870 CSD
CONCRETE FIREPLACE
FIREPLACE ABOVE ABOVE ENTRY AS PER
DEPTH 1.4 FINISH SD
LINE OF LEVEL ESCEA DS1900 TO LOCAL COUNCIL CONSTRUCTION DETAIL
ABOVE REQUIREMENTS ND
LINE OF PELMET LINE OF PELMET GATE PO H 0.3
TE
PT FEATURE ENTRY GATE
GA
DAYBED 50 ED DE
OF 0 AND SCREEN AS PER
ROBE RO S374 CONSTRUCTION DETAIL
RP
GARDEN 870 D A TE ITH A
ZERO-THRESHOLD LIVING D6
SD LIFT W
BE CE
TO DAN
W
DRAINS TIMBER VERTICAL TIMBER ND R
50 POSTS AS PER DETAIL
W8 ELITE PO CCO
A
2950 CEILING ELEVATORS FEATURE IN
ND
DAYBED
00
200mm TILEBAND
W7 P7 MODEL STONE PO H 0.3
PT
DE
A CE
WI
TH
S
2.7
AN ENT
TH 1
.2
EN RD REM
8610
O
RL
DEP C I
RD C
EQ
U
BUILDER TO ENSURE GA NA
D5 LINE OF R I IL R
TH 0.9 VOID STAIRWAY CONSTRUCTION VOID LEVEL TIMBER PERGOLA ABOVE VE NC
SO OU
50
DEP DEPTH 0.3 IN ACCORDANCE WITH ABOVE W3 OS AL C
R C R C
PE
2.6
NCC ABCB 11.2.2 LO
TH 0
.6 EP
REVETMENT DEP WEATHERSEALED ST
76 3400 FLOOR TO FLOOR
747
WALL RL1.05 DOOR AS PER
RL
5 18 [email protected]
TH 0 REQUIREMENTS
4
4
DEP 17 TREADS. 288 MID POINT
6.90 7
FLOOD WALL E 11 3 PLUS 20mm NOSING
RL1.55 GAT 12
VOID
2 D1
200mm TILEBAND 13 Y 50
TR
1 DRIVEWAY
14 UP
TIMBER RAFTER 15
16 EN IMBER NG AY
GATES
EW E
T I
TERRACE
00
CEILING AS PER EIL
GLASS POOL FENCE DN 0C
DETAIL
295 IV ON OS
2.7
DR OBBLESTADIENT V
TO LOCAL COUNCIL TILES
HT
REQUIREMENTS
0
6.299
RL
C R
.70 YG
INTERNAL GLASS
WA
2 BALUSTRADE IN
DR
IVE
RL LINE OF PELMET
ACCORDANCE
WITH AS1288
KLAUS U10 MULTIPARKING CAR LIFT
REFER TO MANUFACTURERS REQS.
LINE OF
GD1
DN DROPPED 30
CEILING S
GA
D
S
CS
1 GA
3 2
E
ING
870
AG
5 4 CIS
TE
LINE OF BEAM S
ICE
RN
R R
DINTIMBERILING RV
ABOVE
PD
TE
GA ONCR ING
E
JETTY CONNECTIONS Section 4
AS SD SE BIN
FEATURE ES
PER MARINE STRUCTURES TIL NG 30
C IL
D
E I CE BIN
DETAILS & ENGINEERING STONE 0C EIL =2 0
870
295 C
0L
P 295
00
650 D
BIN
K 2 870 55
DEIMCBER 20/
K METER
SIN SIN
2.7
BA 0/U BOX HT
U1
0
T
620 x 300
RL
.70
0
COLUMN
75
Y
JETT
200mm TILEBAND
2
1.
ER
RL
TIMB
RL
Y
DR
BA
R RD
ZERO-THRESHOLD
RY C'B
L'DILES G
LINE OF PELMET LINE OF
LINE OF LEVEL DRAINS GARAGE
K DROPPED WM
ABOVE SIN T =2
30 DOOR
CEILING EN ILIN LP GARAGE BOUNDARY WALL
FLOOD WALL LIN 0 CE 50 MAX HEIGHT 3.5m AS PER
5
00
RL1.55 265 K 20/ NCH QDC REQUIREMENTS
U
N SIN 10/ BE
664
4
HE
2.7
U
REVETMENT
T C
KI TIMB ING
ER
RL
WALL RL1.05 RD
D4
NE
9
EIL C'B
WTIIMBER ING
HT
6.87
0C RD
295 OP
G 15 0 C'B
700 KT D3
02. CO
O EIL 150
0C
RL 1.750 265
50
E 0 D2
AC RL
CE
LIGHTWELL
2.5
RR
TE ELOW
RA
E RL 1.710
IDG DP
ING FR
B R AV
698
0
RL
PE E ZY P
150
CA T CRA RY
0
S
ND
NT R EN
0
DRAINAGE AS PER
LA OV CK
0
2.7
PA TIMBEEILING ST
A ENGINEER'S DETAILS
5 30
30.
SD
LINE OF LEVEL 200 x 200 POST AS
LIGHTWELL
RL
PER ENG SPECS 0 C
ABOVE 265 SURROUND CLOTHESLINE
SIN
K 0
276
WALL RL 2.700
103
GE W4
40
ID
FR
0
QVING 221
02.
700 BB
ZY
PA K
DP
REFERENCE DOCUMENT
E RL 1.750 CR
A SIN
15
0
ER
0
RR
TE ELOW
AC RL LINE OF LEVEL LA
NT EXE25/0016
A G DN P
29
B 1 ABOVE
50 NOOSA COUNCIL
103
Q
PE BB
0 30
5.0
CA G
218
2
ND
S 538
LA
REVETMENT
SLIDING
3 30 APRIL 2025
VERTICAL 4
WALL RL1.05
KNOTWOOD
5 HT
SCREENS
FLOOD WALL
RL1.55
0
110
10
0.9
173
0
340
7
GROUND FLOOR PLAN
PAUL CLOUT DESIGN GENERAL NOTES:
Suite 3, 44 MARY STREET, NOOSAVILLE CLIENT NAME: Ohana Development Group
Use written dimensions only. DO NOT scale drawings. Contractors to verify all
PO BOX 152, NOOSAVILLE, QLD 4566. SITE ADDRESS: 25 Wyuna Drive, Noosaville
dimensions on site prior to commencing works. Site location is Category W41
BSA LICENCE: 1066417 or to engineer's requirements. These drawings are to be read in conjunction
DRAWING TITLE: GROUND FLOOR PLAN SCALE: 1:100 ON A2
with engineer's design and details, the accompanying building specification and
DRAWING DATE: 02/04/2025
schedule of finishes. If in doubt, please request clarification. DO NOT ASSUME.
PH: (07) 5440 5388
[email protected] STAGE: CONSTRUCTION DRAWINGS
DRAWING No. 03
www.paulclout.com @COPYRIGHT PAUL CLOUT DESIGN PTY LTD.
Document Set ID: 23683856
Version: 1, Version Date: 10/04/2025
The text continues on section 5.