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Architecturals - REV C
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
LEGEND - INTERNAL
AP - APPLIANCE CUPBOARD
BC - BROOM CUPBOARD
C'BD - CUPBOARD
DP - DOWNPIPE
DW - DISHWASHER PROV.
FW - FLOOR WASTE
GAS - GAS CONNECTION
HP - HOT PLATE
HWS - HOT WATER SYSTEM
L - LINEN
MH - MANHOLE
MW - MICROWAVE PROV.
OHC - OVERHEAD CUPBOARD
PTY - PANTRY
R - ROBE
REF - REFRIDGERATOR SPACE
RH - RANGEHOOD
SH - SHELF
TR - TOWEL RAIL
TRH - TOILET ROLL HOLDER
UBO - UNDER-BENCH OVEN
WO - WALL OVEN
LEGEND - EXTERNAL
BV - BRICK VENEER
BL - BLOCKWORK
CO - CUSTOM ORB SHEETING
FC - FIBRE CEMENT SHEETING
HF - HARDIFLEX CLADDING
LB - LINEA-BOARD CLADDING
RBB - RENDERED BLUEBOARD
RB - RENDERED BRICKWORK
RBL - RENDERED BLOCKWORK
SM - SYCON MATRIX PANELING
TB - TIMBER BATTENS
WB - WEATHERBOARD (AS SPEC)
FRONT ELEVATION
REVISIONS
# DATE DETAILS
A 04-03-20 WD FIRST ISSUE
B 18-03-20 REVISIONS
C 25-03-20 REVISIONS
po box 418 p (07) 5442 6413
cooroy q 4563 f (07) 5442 6549
QBSA 1083000
This plan remains copyright to
Ausmar Group and may not be
used in part or in whole without
the written consent of the
author. © 2015 Ausmar Group
WRITTEN DIMENSIONS TO
TAKE PRECEDENCE OVER SCALE
CONCEPT
DRAWINGS
PROJECT DESCRIPTION:
Proposed Display For:
LAKE SIDE ELEVATION CLIENT:
BRENDAN AND JESS
BEDFORD
SITE ADDRESS:
LOT 3, 5 FIGBIRD CT
LAKE MACDONALD
UBD REF
DRAWN BY S HOSKINS
SCALE JOB CODE
ON A2
DATE
04-03-20
D-BJB2
SHEET 0 OF 18
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Full text of sections 2 to 4 (of 24)
Section 2
LEGEND - INTERNAL
F o P eg
#1 /G
un
U
39 Po
WIND CATEGORY - N3
45 we
d
AP - APPLIANCE CUPBOARD
Ke il In
82 r
Na
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
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
Section 3
10
30
9
.1 2 24
P ic
31
7.7
61 1
10
ROOFING OR CONCRETE ROOF TILES
ke
43
8
89
t&
5
3
W
OVER AN APPROVED SARKING MATERIAL
10
Or
ire
LEGEND - EXTERNAL
4.2
.0
na
42
G
Fe
6
ull
nc
AND FIXED IN ACCORDANCE WITH THE
y
3
e
39
10
MANUFACTURERS SPECIFICATIONS.
4.3
10
m
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
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 Section 4
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
un
88
un
110.25
78
110.
d
105.75
d
ivewa
25
97
y
108.97
87
Approx line of Riparian Buffer
110.17
110.00
110.01
106.14
108.13
area.
106.16
96
86
109.60
109.75
108.66
106.51
Gate
106.51
109.22
109.
50
108.70
108.03
83
109.84
80
95
81
108.78
109.48
10 9.
25
The text continues on section 5.