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Amended Architectural Plans
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Log in to see the plans as drawn 34°42'50" 01 G F 02 E D C P 03 B A 04 05
19.620
5,180 4,000 6,335 3,075
EX. RL 19.000 19.620 0 1 2 3 4 5
SITE BOUNDA
RY H
°
34 42'50"
SETBACK
1500 SETBACK
2,331
EX. RL 18.750
NW
SYNTHETIC TURF 04-02
2000 SETBACK
SCALE
GUTTER LINE OVER
2500 SETBACK
LINE OF ROOF OVER 2
EX. RL 18.500
A
POOL FENCE - 1200H
A - 1:50
2,671
SETBACK
EX. RL 18.250
01 02 03 04
AC UNIT AC UNIT
I POOL I
SETBACK
5,064
POOL FENCE - 1200H
POOL FENCE - 1200H
SEAT SYNTHETIC TURF
4,010
4,010
BBQ
EX. RL 18.750 TERRACE
LARGE TILE EX. RL 18.250
LINE OF ROOF OVER 05
DP
°FALL 25
LINE
POOL
LILY
WAL
OVE
POOL
POOL
GATE
GATE
OF
P IL
5.0M X 3.0M
L
2,599CK
R
06
LY
A
W POOL STEPS W SETB
13 SHR TAP
DOWN 17
2,627 LINE OF ROOF
B B
DP
SETBACK OVER
LINE OF FLOOR
OHC OHC LIFT SHAFT
OVER
DR WM
2,090
2,090
J J
14
W
E
LAUNDRY CRET
CON
CUPBAORD
TILE
COMM
W W
18
RUMPUS 15 16
C C
LARGE TILE D
06 03 02 01
W
PASSAGE
18
EX. RL 18.500 STAIRS
05
D
W
19
LARGE TILE UP NE
LINE OF
17
STEEL PLATE BALUSTRADE 04-01
STAIRS OVER
ABO
K K
SITE BOUNDARY
18
VE
SCREEN15
.11
9
18
CLO
SITE
.10
23
2
THES
.45
ENTRY
BOU
12 11 10 09 08 07
2
4,510
4,510
ENTRY VOID
16
16
NDA
13 06
16
.61
.59
w.c.
.59
14
8
3
LARGE TILE 05
23
RY
9
WETSUITS
.74
RL 18.665 15
FF
BATH SHR 04 notes :
8
L
16 03
299 23'31"
BATH01
16
17
32.952
GARAGE
16 54
1168.0
01 02 DRY
18
.60
LILY
1 The designs, drawings and specification are copyright and always
°
.65
.654
.11
01
D
7
12
TILE
W
16
1
COURT
9
104°3
STAIRS UP CONCRETE remain the property of Archend.
PIL
25.94 "
.68
W
20
L 17 RISERS L
3
LY
RL 18.065 CONCRETE
6 '4 0
& 183mm
9
2 Before commencing construction:
EX. RL 18.250
DP
- Verify all dimensions and levels.
D W W W
D - Verify location and levels of all services on site.
01 02 03 - Verify that floor levels and finished levels will enable connection to
CLO
104°
services.
18
SW LINE OF FLOOR OVER
18
THES
36'40
.46
.46
25.9
04-02
BED 02
4
4
3 Do not scale this drawing. When in doubt refer to Designer.
"
49
ROBE
LINE OF FLOOR OVER
11
W
TIMBER
LOOK TILE
PORCH issue amendment log by date
M M
04
W
CONCRETE 02 ISSUE FOR FIXTURES COORDINATION AS 08-06-22
3,960
3,960
17
RL See the original
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