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Approved Plans - MCU20-0064
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Plans and drawings
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11
10
1
4.1
10
10
6
4.2
8
10
4.1
10
5
4.2
LEGEND - INTERNAL
6
04 1 45 er 1
.5 04.5 82
10
0
4 .2
rnO
5
F o P eg
a
#1 /G
un
U
39 Po
2
WIND CATEGORY - N3
d
AP - APPLIANCE CUPBOARD
Ke il In
Na
w
rb
BC - BROOM CUPBOARD
GENERAL NOTES C'BD - CUPBOARD
10
4 .2
2
DP - DOWNPIPE
1. ALL MATERIALS SHALL BE NEW. DW - DISHWASHER PROV.
SITE COVER
2. FOOTING: TO ENGINEER DETAILS. N FW - FLOOR WASTE
10
Co
4.1
SITE AREA : 22437.26 m²
8
nc
FOOTINGS TO HAVE SOLID BOTTOMS GAS - GAS CONNECTION
22
re
10
te
4.5
Dri
AND EVEN BEARING THROUGHOUT. HP - HOT PLATE
5
ve
DWELLING SITE COVER : 1.44 % ( 324.16 m²)
wa
HWS - HOT WATER SYSTEM
27
y
3. SLAB: TO ENGINEER DETAILS
Or
N
10
na
COOLING NE
20
4.1
UNDERLAY WITH 200mm POLYTHENE L - LINEN
OUTDOOR AREA SITE COVER : 0.26 % ( 58.66 m²)
9
14
17
2
G
0°
BREEZES MH - MANHOLE
ull
10
WATERPROOF MEMBRANE AND ALL
25
10
4.2
y
'50
0
0.4
18
TOTAL SITE COVERAGE : 1.71 % ( 382.82 m²) MW - MICROWAVE PROV.
"
16
PROTRUSIONS. CAST ON 50mm SAND
81
19
10
4.2
23
BEDDING ON APPROVED FILL.
2
OHC - OVERHEAD CUPBOARD
10
ER
4.2
PTY - PANTRY
O
0
CONCRETE STRENGTH TO BE 20MPa
12
rn
a
R - ROBE
10
AT 28 DAYS. USE TERMITE CONTROL
E R S
13
4.5
SITE SCRAPE <300 MAX APPROX REQUIRED
I NT
9
M
REF - REFRIDGERATOR SPACE
S
AS PER BUILDERS SPECIFICATIONS.
256
RH - RANGEHOOD
SUM
4. TIMBER FRAMING: ALL FIXINGS AS
UN
U
Or
28
SH - SHELF
W
na
10
PER CONNECTION DETAILS AND GOOD
N
4 .2
29
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Full text of sections 2 to 4 (of 10)
Section 2
1
TR - TOWEL RAIL
Fe Sta
WORKMANSHIP.
nc rt
e
15
TRH - TOILET ROLL HOLDER
Or
14
na
5. LININGS: AS PER BUILDERS SPECIFICATIONS. 4.
10
UBO - UNDER-BENCH OVEN
40
25
10
6. ROOFING: COLORBOND METAL SHEET
W E
°2
65
4.4
0'
WO - WALL OVEN
10
30
9
.1 2 24
P ic
31
7.7
61 1
10
ROOFING OR CONCRETE ROOF TILES
ke
43
8
t&
5
3
W
OVER AN APPROVED SARKING MATERIAL
10
Or
ire
LEGEND - EXTERNAL
4.2
na
42
G
Fe
6
ull
nc
AND FIXED IN ACCORDANCE WITH THE
y
e
39
10
MANUFACTURERS SPECIFICATIONS.
4.3
10
EE Y
S
4.2
1
BR ST
ZE
7
7. PLUMBER AND DRAINER: TO LOCAL BV - BRICK VENEER
SE GU
10
10
33 4
8 .3
4.3
32
BUSHFIRE REQUIREMENTS - BAL12.5
Or
BL - BLOCKWORK
3
0
1
AUTHORITY REGULATIONS.
na
10
37
4
STRONG WINTER
.56
CO - CUSTOM ORB SHEETING
35
8. ELECTRICIAN: TO LOCAL AUTHORITY
40
38
WESTERLIES FC - FIBRE CEMENT SHEETING
10
4.3
REGULATIONS. DESIGN IN ACCORDANCE WITH AS 3959-2018
5
36
HF - HARDIFLEX CLADDING
41
9. BRICKLAYER: GALVINISED WALL TIES
HSTP (BY OWNER) REFER SECTION 3 & 5 FOR DETAILED REQUIREMENTS LB - LINEA-BOARD CLADDING
45
1 ROW AT 2 COURSES ABOVE FLASHING
10
RBB - RENDERED BLUEBOARD
Or
3
10
10
na
LINE AND 1 ROW IN THE SECOND LAST
9.0
4 .7
9
RB - RENDERED BRICKWORK
8
44
BED JOINT FROM TOP OF WALL AND @
S
48
RBL - RENDERED BLOCKWORK
46
BUSHFIRE REQUIREMENTS - BAL12.5
Or
500crs. IN BETWEEN ON EACH STUD.
10
49
Sh Co Exis
na
10
SM - SYCON MATRIX PANELING
51
ed lo tin
4.4
4
47
53
PROVIDE WEEP HOLES @ 900crs. ALONG
6
W rbo g
50
ell nd
10
TB - TIMBER BATTENS
55
Aw
4.
FLASHING.
5
ay
10
0
DESIGN IN ACCORDANCE WITH AS 3959-2018 ROOFING WB - WEATHERBOARD (AS SPEC)
52
9.6
108.45
O oofw
5
10. ALL WET AREA FLOOR AND SHOWER FLOORS
ut
R
56
t IL ter le
10
REFER SECTION 3 & 5 FOR DETAILED REQUIREMENTS (i) SKYLIGHTS TO BE MADE FROM A NON-COMBUSTABLE MATERIAL
Or
a
4.5
TO COMPLY WITH B.C.A. SECTION 3.8.1.
1
na
54
04.9
10
3
Section 3
4.
6
(ii) ANY ATTACHED ITEM ON ROOF (ie ANTENNA) ARE TO BE ADEQUATELY
39
58
NOTE : BUILDER TO CHECK AND CONFIRM ALL
8
SEALED TO THE ROOF TO PREVENT GAPS >3mm AND BE MADE
4
57
MEASUREMENTS PRIOR TO COMMENCEMENT
10
WATER & GAS SUPPLY
11
FROM A NON-COMBUSTABLE MATERIAL
108.34
4.61
109.16
0 .1
OF CONSTRUCTION. DO NOT SCALE DRAWINGS, ?
0
Fo o M
O oofw
59
WRITTEN DIMENSIONS TAKE PRECEDENCE AT (i) ALL EXPOSED WATER AND GAS SUPPLY LINES TO BE METAL. (iii) VENTILATION OPENINGS SHALL BE FITTED WITH EMBER-GUARDS
N
ut
R
un k
Ve T h
7
10
let ate
d
5.1
ge ick
IL r
60
4
ALL TIMES. STORMWATER THROUGH P.V.C.
61
ta
6
BE MADE FROM A NON-COMBUSTABLE MATERIAL AND
10
tio
n
4.
16°1
15.9
PIPE TO LOCAL COUNCIL REGULATIONS.
55
10
OPENINGS
104.7 04
HAVE A MAX APERTURE SIZE OF 2mm
53
6'
62
2
10
11
1
0.3
0
1
4
63
107.98
5
6
(i) DOOR/WINDOWS TO BE SCREENED. MAX APERTURE SIZE 2mm
64
(iv) SARKING/ANTICON MUST HAVE A FLAME-INDEX GREATER THAN 5.
99
10
.7
5.1
109.78
5
108.97
0
(ii) VENTS/WEEPHOLES TO BE MESH COVERED TO MEET BAL (v) SARKING TO COVER ENTIRE ROOF AREA TO EDGE OF FASCIA.
67
65
104.7
REQUIRMENTS. MAX APERTURE 2mm
9
WATER TANKS
73
10
(iii) DOOR/WINDOW FRAMES TO BE MADE OF FIRE-RESISTANT TIMBER
108.67
1
66
11
(BY OWNER)
5
3
0 .5
105.
2
69
10
(iv) GARAGE DOOR TO BE FITTED WITH NON-COMBUSTABLE WEATHERSTRIP
30
10
7.
O oofw
ut
4.8
68
R
50
le
107.77
8
11
109.58
t IL ter
0
WITH MAX 3mm GAPS
10
a
110.07
.5
4.
0
70
OP
86
105. 00
72
105.
9
M
(v) ALL GLAZING TO COMPLY WITH REQUIREMENTS
105.0 4.9
10
105.01 9
74
84
9
105.09
NEW SHED PAD
F o P eg
105.1
5 105.1
71
1
un
.2 3
105
109.04
2
d
(BY OWNER)
77
40
11
°2
0 .4
8.1
1' 1
P ic
8
67
108.52
ke
05
107.79
109.75
t&
110.14
.9
2
W
82
ire
105.3
10 5. 50 9
Fe
105.5 105.99
75
nc
84
8
10 5.
e
85
Conc
98
109.32
44
76
108.20
F o P eg
rete Dr
79
-
F o P eg
ADDITIONAL COVERED
un
88
un
110.25
78
110.
d
105.75
d
ivewa
25
APPROVED PLAN
CAR PARKING TO BE PROVIDED
97
y
108.97
87
110.17
Section 4
110.00
TO SHED.
110.01
106.14
108.13
106.16
MCU20/0064
96
86
109.60
109.75
108.66
106.51
Gate
106.51
109.22
NOOSA COUNCIL
109.
50
108.70
108.03
83
109.84
80
95
81
108.78
9 OCTOBER 2020
109.48
10 9.
25
94
108.48
10 8. 00
89
109.30
92
108.89
-
93
108.26
109.05
108.83
108. 25
109.55
109.47
AH BM
108.85
108.98
T
108.50
D Na
108. 50
70
RL il
Ve T
/ in D
00
109.00
109.17
m
109.36
ge hic
10 um
0
ta k
tio
9. py
20
n
108. 75
0
34 0°
40.0
91
90
109.17
109.13
40'2
109.05
109.00
0"
109.12
109.25
109.18
PROPOSED CAR PARKING PROPOSED NEW RESIDENCE PROPERTY
6
DESCRIPTION
109.40
109.40
AREA FOR MIN. 1 CARS
109.32
PAD LEVEL 109:000
7
LOT 3 SP266744
108.99
?
109.01
109.66
Fo o M
LOCAL NOOSA
N
un k
d
COUNCIL :
109.19
FUTURE POOL LOCATION AREA : 22437.26m²
109.65
KEEP SERVICES CLEAR
110.27
109.13
UT
109.12
TO
REVISIONS
109.53
107.94
SE
# DATE DETAILS
110.44
0
08
15 A 04-03-20 WD FIRST ISSUE
45
107.20
20
93
109.04
10
5.8
31
B 18-03-20 REVISIONS
3
0S
7. 2
1°
25 9
5
'40
" ET C 25-03-20 REVISIONS
109.45
OU
W Ho er & g
ell us G
107
T
110.61
Ti Ex
Aw e I
m ist
.50
b in
2
1
ay
O
N
1: Scale
F
P
A
.2
G
2
1
T.0 :
E
107.71
107
S0.
.75
109.33
108. 00
110.61
108.25
The text continues on section 5.