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App B - Swept Path Assessments
Original PDF page 4, section 1. The text section number identifies this passage in the reader.
SITE COVERAGE
SITE COVERAGE
Lot Descrip on Legend Final loca on of walls, gardens, paved Pool fencing and gates in accordance with local All slab levels to be verified by contractor Engineering Notes Do not scale dimensions. Removable door to WC.
ZONED
SITE Lot :ZONED
COVERAGE R20 18 R20 Exposed areas TBC. on site by builder/client authori es regula ons + A.S. 1926.1 Loca on prior to commencement. Discrepancies Check and verify all dimensions prior to commencement.
% ALLOWED
Plan%: ALLOWED 50%
RP89506 50% Pool Water Concrete Garden Beds Refer to Engineers details for:
Aggregate Sediment control measures to be TBC. on site by builder/client are to be reported to the designer. Foo ngs, Slab, Tiedown, Bracing, Framing These plans to be read in conjunc on with engineers report
SITE AREA
ZONED AreaSITE
: AREA 533.07m2 533.07m2
R20 All windows to be verified against floor plans and eleva ons by contractor.
SITE COV. AREA
Locality NOOSA HEADS
210.61m 2 taken on site during construc on All stormwater drains to be UVPC sealed system Schedule, Floor Construc on, Roof framing and
% ALLOWED SITE: COV. AREA 50% 210.61m2 Gravel/
Nominated hardscaping/landscaping items
Truss details, Wind Category, Pool, Retaining Walls Discrepancies are to be reported to the designer prior to commencement.
Local Govt. :
SITE AREA NOOSA S.C.
533.07m 2
Timber Deck Tiles/Paving Lawn Sewer line loca on to be confirmed in accordance with A.S. 3500.3 To disperse such as driveways/paths/gardens/ retaining All work to comply with the NCC, these drawings and all other relevant
SITECOV.
SITE COV
Site.AREA
=Coverage
39.5COV.
SITE % :=39.5% (210.61m2) Pebbles on site prior to construc on of pool 170m2 max. roof area (final size & loca on of site etc. Are design sugges ons only. Refer Plumbing and drainage technical literature for this wind category.
and/or proposed dwelling drains tbc by plumber/builder/client) builders specifica ons for specific details To comply with the requirements of the local authority
SITE COV. =39.5%
LOT 17
64 .28
1
64
62
.4
.
64
WATER
26.443
79
.
64
65.0 90° 03' 40"
45
91
.
65
20
11
65 .20
.
74
56
64
7
.
.
65
65
.
.4
65
.
64
65
1,955
TO HOOD
GATE
2,555
45
93
TO WALL
3,005
2
07
.
GAS
03
65
01
65 GATE 5.5
.
64
.
.
16 WALL
65
.
65
65
6
2
.5
65
REFUSE
42
66
55
65.0
.
.
41
.
65
64
65
55
TO
.
TO ROOF TOP
64
5,545
.
65
.
POOL
4
37
04
65
54
GATE
HYDRANT DRYING
26
.5
.
.
.
64
65
.
65
64
AC
AC COURT
50
92
.
31
64
.
81
64
5,000 LTR
.
65
.
27
65
ENTRY
16
.
WATER TANK
65
5,048
.
62
65
.
65
2
34
UNDER DECK
78
0.8
.
.
65
64
36
G7
TO ROOF
.
65
63
53
63
.
65
.
.
65
65
38
77
65.5
.
.
65
65
28
6,248
.
65
58
BM: NAIL IN
.
65
LOT 18
63
CONCRETE TO UPPER WALL
14
.
65
3
.
65
RL: 64.96
1.2
G7
64
6,398
31
PROPOSED DUPLEX
.
65
.
64
67
POOL
67
.
65
54
.
65
.
TO GARAGE
65
LOT 107
22
20.104
57
.
00° 08' 30"
ROOF TOP - R.L. 71.950
64
53
.
76
65
.
IO LL65.76
27
65
.
64
G7
.
66
0
65
1.2
UPPER LEVEL - R.L. 68.900
0.8
DRIVEWAY
.
0
65
33
66
G7
SHARED
67
.
.
65
65
LOT 18LEVEL - R.L. 65.850
.
65
GROUND
63
180° 09' 30"
20.104
.
65
5,000
4,000
. 18
65
51
30
7
1. 1
.
.
71
65
WATER 65
.
G7
65
5,163
24
.
50
64
49
.
.
64
65
89
TO BALCONY/ HOOD
85
.
85
64
13
.
56
22
65
.
65
.
65
99
.
.
65
65
5
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