Council archive · source document
220200 - 27 Adams Street, SUNSHINE BEACH - Slope Stability Report · EXE22/0017
KEY SITE REQUIREMENTS NOTE:
HT HOSE TAP G GAS POINT SITE 518.8m2
-ALL TOILET DOORS TO HAVE
ALLOWED COVERAGE 40% / 207.5m2
FG FLOOR GULLY F FRIDGE LIFT OFF HINGES
-RL'S ARE ASSUMED
GROUND LEVEL 39.9% / 206.9m2
DOWN PIPE FALL DIRECTION ONLY AND SHALL BE VERIFIED
DP UPPER LEVEL 38.8% / 201.1m2
BY BUILDER PRIOR TO
SD SMOKE DETECTOR
RH RAIN HEAD COMMENCEMENT OF SITE WORKS
N
GFA ALLOWED 500m2
FR CONCRETE FLAT ROOF GFA ACTUAL 419m2
PD PLUMBING DUCT
D DOOR RL FINISHED LEVEL
L
CSD CAVITY SLIDING DOOR NG NATURAL GROUND LEVEL
L
W WINDOW FG FINISHED GROUND LEVEL
23245
6000 1200 4390 6195 2400 3880 1800 3380
35225
33°0'0"
SERVICES
1500
1500
1800
DN
2000
2000
/ BINS DP RH
1 2 3 4 5 6 7 8
HT W2 W3 DP HT W4 DP
CISTERN
500
DP
50 D4
ROBE W5 ROBE
LINE OF LINE OF
FREESTANDING PELMET OVER
ALUMINIUM PELMET OVER
RL
TUB
BATH
DRIVEWAY GATE FG
FG 29
LINE OF LEVEL L'DRY L .6
ROBE
OVER 28 00
.7
WM
2 x 820 CSD
TILES
6000 2700 CEILING BATH 1 00
ROBE ENS
LINEN
FG
CISTERN
FG TILES
DRY
TILES
TIMBER
NG
5480
5480
DRIVEWAY 2700 CEILING
LAWN
PLANTER
2700 CEILING
BED 2 BED 3
A A
2700 CEILING
L
4980
FG
BELOW D3 29
BED 1 TIMBER
SD
TIMBER
.5
EXPOSED TIMBER FG
2700 CEILING 2700 CEILING 00
AGGREGATE 2700 CEILING
ROBE
LIFT
00
820 D 820 D 820 D
2 8.7
SD SD SD RL LINE OF
820 D
LINE OF
EDGE OF DRIVEWAY PELMET OVER
PELMET OVER
HT
RETAINER
820 D DP
W1
17 16
15 14 13 DP W7 W6 223
ENTRY 0 SD 7
RL
.70
GATE
303°0'0"
0 D2
1750
DN 300mm x 300mm
.45
16697
149
28 29
13150
50 TIMBER RENDERED AND FG
L2
6 2700 CEILING
RL
PAINTED BEAM
L 2 .200
°30
186
R 8.6
3250
W8 00
'0
STONE FEATURE
5
LINE OF TIMBER
"
8
400
WALL AWNING OVER
UP
NATURAL INCLINED GLASS BALUSTRADE
STEPPERS TO LOCAL COUNCIL
REQUIREMENTS 0 1 2 3
.65
4
8
L2
LINE OF
PELMET OVER
R FRAMELESS DEPTH 0.6
7670
GLASS POOL
GATE
FENCE TO
LOCAL COUNCIL DAYBED DAYBED SPA
REQUIREMENTS DEPTH 1.0
NG
LIVING L
5520
D6 D5 29
TERRACE 50 TIMBER 50 TERRACE .0
TILES TILES
00
4420
2700 CEILING
6000
LAWN 50
8.6
170 DIA. ANGLED
DEPTH 0.6
DEPTH 0.9
DEPTH 0.3
STEEL POST
L 2
R
TV
POOL
DEPTH 1.2 DEPTH 1.4
LINE OF LEVEL
OVER
W10 DP HT W9 BBQ
RL 28.100
G BBQ SINK
NGFGL 27.800
2050
2050
NG
L2 RL
1500
7.5 F
NG GL 29.0
L2
985
00
26900 L 28 0
7.0
28 .5 0
.0 50
00
213°0'0" 00
2000 2380 2000
6000 3900 6380 2900 10065
PAUL CLOUT DESIGN GENERAL NOTES: CLIENT NAME: Lever, Adam & Grace
SITE ADDRESS: 27 Adams Street, Sunshine Beach
Suite 3, 44 MARY STREET, NOOSAVILLE Use written dimensions only. DO NOT scale drawings. Contractors to verify all
PO BOX 152, NOOSAVILLE, QLD 4566. dimensions on site prior to commencing works. Site location is Category W41 or
to engineer's requirements. These drawings are to be read in conjunction with
DRAWING TITLE: GROUND FLOOR PLAN
BSA LICENCE: 1066417
engineer's design and details, the accompanying building specification and DRAWING DATE: 9/08/2022 SCALE: 1:100 on A3 DRAWING No:
PH: (07) 5440 5388
[email protected]
COPYRIGHT to PAUL CLOUT DESIGN PTY LTD
paulclout.com
schedule of finishes. If in doubt, please request clarification. DO NOT ASSUME. STAGE:
WORKING DRAWINGS 02.0
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalUsed in these records
220200 - 27 Adams Street, SUNSHINE BEACH - Slope Stability Report.pdfRelated documentApplication case desk ↗
About this file
- File size
- 9.6 MB (large file)
- File type
No other editions are linked here.
Original file
Log in to download the original file
The download may take up to a minute.