Original source · versioned page text
Attachment 1 - Proposal Plans
Very large file: it may take a few minutes
The original of this document is very large (16.9 MB). Opening the original or downloading it may take a few minutes. Please be patient and don't click again. The page text is quick to read. If you are on mobile data, it is best to wait until you are on Wi-Fi.
Plans and drawings
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
Log in to see the plans as drawn PROPOSED DUAL OCCUPANCY ARCHITECTURAL SCHEDULE
Sheet No Name Rev No
CLIENT/S :
A100 Proposed - Site Plan C
Mat Deighton A101 Existing Residence - Ground Floor B
A102 Existing Residence - Elevations C
PROJECT ADDRESS: A103 Proposed - Pole Plan B
A104 Proposed - Lower Floor B
14 Orealla Cres, A105 Proposed - Ground Floor C
SUNRISE BEACH, QLD 4567 A106 Dimensions - Ground Floor C
A107 Proposed - Elevation 1 B
A108 Proposed - Elevations C
A109 Proposed - Section A-A B
A110 Proposed - Electrical Plans B
A111 Proposed - Roof Plan B
A112 Proposed - Rear View C
A113 General Notes A
A114 Workplace Health and Safety 1 of 2 A
A115 Workplace Health and Safety 2 of 2 A
3D DRAWINGS & SKETCHES
ALL 3D DRAWINGS, RENDERED VISUALIZATIONS,
WALK THROUGHS, PERSPECTIVES AND HAND
SKETCHES ARE INDICATIVE ONLY. IN ALL CASES
PLANS, ELEVATIONS, SPECIFICATIONS, DETAILS
AND CLIENT SELECTIONS TAKE PRECEDENCE.
NOTE TO ALL
CONTRACTORS AND CERTIFIERS PLEASE NOTE: ONLY DRAWINGS MARKED
"CONSTRUCTION SET" ARE IN DATE, AND STAMPED APPROVED BY A
QBCC LICENSED PRIVATE BUILDING CERTIFIER SHALL BE USED FOR
CONSTRUCTION. USE OF ANY OTHER SET IS A COPYRIGHT OFFENCE.
COMMENCEMENT WITH NO APPROVAL WILL VOID ALL WARRANTIES,
INSURANCES AND CLAIMS.
NOTE TO CERTIFIER
PROPOSED - ROAD VIEW THESE DRAWINGS REMAIN VALID FOR CERTIFICATION ONLY IF THE LAST
DATE IN THE ISSUE BOX ON ANY DRAWING IS NO GREATER THAN 12
MONTHS FROM THE DATE THAT THE BUILDING PERMIT IS BEING ISSUED TO
AAA Design & Development Pty Ltd Project No : THE BUILDER FOR COMMENCEMENT OF ANY WORKS. ANY BUILDING
D139-01 Rev-C CERTIFIER THAT ISSUES A PERMIT ON OLD PLANS OR "NOT FOR
34/13 Norval Court, MAROOCHYDORE, QLD 4558
CONSTRUCTION" SETS WILL BE IN BREACH OF COPYRIGHT LAWS, WILL NOT
Tel/Fax: (07) 5479 6747 Sheet Issue Date : BE COVERED UNDER PROFESSIONAL INDEMNITY INSURANCES, AND TAKES
Mob: 0422 039 247
design 24/08/2022 100% RESPONSIBILITY FOR ANY AND ALL ERRORS, DISCREPANCIES AND
email: [email protected] Development Pty Ltd
ALL OMISSIONS.
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
Very large file: the download may take a few minutes. If you are on mobile data, it is best to wait until you are on Wi-Fi.
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.
Full text of the other 16 pages
Page 2
ALL BUILDING WORKS TO REMAIN WITHIN THE PROPERTY
DRAWINGS SHALL BE READ IN CONJUNCTION WITH RELEVANT ENGINEERS DESIGN AND DETAILS
BOUNDARIES INCLUDING BUT NOT LIMITED TO: SITE PLAN NOTES
EARTHWORKS, FOOTINGS OR THE LIKE AND WALLS,
2.0 1. DIMENSIONS
0 EAVES, GUTTERS OR THE LIKE AND OR ANY
OM m A) ALL DIMENSIONS ARE TO BE CHECKED AND VARIFIED ON SITE
2.3 P STRUCTURES ON OR NEAR ANY PROPERTY BOUNDARY.
3 PRIOR TO COMMENCEMENT.
to m IT IS THE RESPOSIBILITY OF THE
W
al
New Fence by B) GIVEN DIMENSIONS ARE TO TAKE PRIORITY OVER SCALED
l Client Selection APPLICANT/BUILDER/OWNER TO ENSURE THAT THIS IS
Private Open DIMENSIONS.
0' m
COMPLIED WITH.
"
43 5.96
00
Space (POS) Grade
1
°5
Less 10% - 46m2 2. NOTATIONS ON PLANS
Protect And Retain A) NOTATIONS ON ALL SUPPLIED DRAWINGS SHOULD NOT BE
NOTE TO A BUILDER: AN IDENTIFICATION SURVEY HAS
New Fence by 2.4 Existing Trees CONSIDERED NECESSARILY COMPLETE. ALL LEGISLATED
Client Selection 4 NOT BEEN CARRIED OUT ON THIS PROPERTY - MUST
m REQUIREMENTS, REGULATIONS AND RECOMMENDATIONS IN PLACE
BE DONE BEFORE COMMENCEMENT.
m
Proposed AT THE TIME OF CONSTRUCTION SHOULD BE APPROPRIATELY
0
2.0
P
OM
Residence FOLLOWED AND STRICTLY ADHERED TO AS REQUIRED.
m
Private Open
ck
0
2.3
De
m
B) GIVEN DIMENSIONS ARE TO TAKE PRIORITY OVER SCALED
OM m
Space (POS) Grade 6.0
ll
0 STATUTORY INFORMATION
0
to
0
Wa
1.3
P
1.0
Less 10% - 46m2 to OM m DIMENSIONS.
P
BUILDING CLASSIFICATION: 1a
3. PLAN APPROVAL
sit x
New Fence by
on ro
STOREYS: 2
e
k app
Client Selection THIS SET OF ISSUED PLANS REQUIRE LOCAL AUTHORITY
CLIMAT ZONE: 2
ch 3 m
CERTIFICATION BEFORE ANY WORKS ARE COMMENCED ON SITE
m
1.4
ec
00"
WIND CATEGORY: N3
218 5.54
INCLUDING ANY PREPARATORY EXCAVATION WORKS.
0'
Pr
1
°0
Ag opos Take Out Existing REAL PROPERTY DESCRIPTION
g. e
Dr d
° 5 18 m
4. PAD CUT TO 1000 CLEAR OF BUILDING-1:20 FALL AWAY. ALL
"
Small Trees
00
ive
18.
Waste Bin Location
0'
sit . wa BANKS MIN 1:3 SLOPE. DRIVEWAY MAX 1:6 SLOPE OR 1:4 WITH
y
on prox
LOT: 141 On RP132135
43
e 21.
Existing 308 39 1:8 TRANSITIONS. SPOON DRAINS TO BASE OF ALL CUTS-1:200
ec ap
°0 m LOT / SITE AREA (m2): 730.69 m 2
0' FALL CLEAR OF BUILDING PAD.
ch 2 m
Residence 00" LOCAL GOVERMENT: NOOSA SHIRE
k
1.1
Waste Bin Location
New Fence by
5. TERMITE PROTECTION
ing Client Selection
Exist MAXIMUM BUILDING HEIGHT: < 8m
ALL TERMITE PROTECTION IS TO IN ACCORDANCE WITH AS
rt
Carpo SITE COVER: 30%
3660.1 AND PROFESSIONAL PEST TREATMENT/BARRIER METHOD
PLOT RATIO: 0.3:1
Protect And Retain ADVICE. IT IS ALSO STRESSED THAT TERMITES CAN BRIDGE OR
LANDSCAPING: 70%
ting
m
Existing Trees BREACH BARRIER SYSTEMS AND THAT REGULAR THOROUGH
00"
Exis ay
218 2.74
PRIVATE OPEN SPACE
0'
ew INSPECTIONS OF THE BUILDING ARE NECESSARY.
1
Driv
°0
Minimum 25m2 exclusive of the clothes drying
area, with minimum dimensions of 4m and
ET
maximum gradient of 1 in 10
RE
ST
A
PRIVATE OPEN SPACE (POS)
UR
NT
Protect And Retain
VE
Existing Trees
Existing Residence - 46 m2
Proposed Residence - 46 m2
OR PROPOSED - SITE PLAN
EA SCALE 1 : 200
LLA
CR 0 5m 10 m
ES
CEN
T
AAA Design & Development Pty Ltd No. Description Date Mat Deighton APPROVED Proposed - Site Plan
34/13 Norval Court, MAROOCHYDORE, QLD 4558 14 Orealla Cres, Project number D139-01 Revision
Tel/Fax: (07) 5479 6747 SUNRISE BEACH, QLD 4567 Date 24/08/2022 3951- A100
Mob: 0422 039 247
design
C
B
Client Change
Client Change
08/09/2022
30/08/2022 Drawn by R.S. C
email: [email protected] Development Pty Ltd PROPOSED DUAL OCCUPANCY For & on behalf of AAA
Design & Development Consulting Checked by D.L.T. Scale @A3 As indicated
A PRELIMINARY 24/08/2022
Page 3
DRAWINGS SHALL BE READ IN CONJUNCTION WITH RELEVANT ENGINEERS DESIGN AND DETAILS BEDROOM WINDOWS LEGEND
CODE ITEM
BEDROOM WINDOWS TO BE RESTRICTED TO MAX
10140 2280 125mm OPENINGS WHERE THE SILL HEIGHT IS DP Downpipe
LESS THAN 1700mm ABOVE FFL AND THE FALL R Robe
250 4500 5140 250 EXCEEDS 2M TO THE SURFACE BENEATH REF Refrigerator Space
90 90 90 IN ACCORDANCE WITH 3.9.2.5 OF BCA VOL 2 SHR Shower
250 900 3550 820 700 1300 2100 250 Smoke detector alarm wired
90 90 to consumer mains power
90 5070 1300 600 1500 250 SMOKE ALARMS NOTE WM Washing Machine
FROM JAN 2017 ALL HOUSES MUST HAVE SMOKE
Timber ALARMS IN BEDROOM HALLWAYS, EVERY BEDROOM
Deck AND BETWEEN LIVING AREAS AND BEDROOMS AND
2300
2300
2300
ON EVERY LEVEL. ALL SMOKE ALARMS MUST BE WINDOWS & DOORS
0918 SW INTERCONNECTED WITH 10 YEAR LITHIUM BATTERY CODE ITEM
90
90
90
820 INSTALLED. CSD Cavity Sliding Door
DH Double Hung Window
0612 SW
1500
1600
SHR R
720 CSD
2430
g
L'Dry Bath SD Sliding Door
720 CSD
ilin WM
2500
90
90
Bed 1 d Ce
2840
Ens Rake
SW Sliding Window
250
FFL: +0.600
910
90
820
900
2118 SD
720
0606 SW 1806 DH
90
820
Porch
1700
Entry Kitchen AREA SCHEDULE
7930
90
820 Ref
Feature Wall Name Area
H-2000
5000
5000
5000
5500
Existing Residence 79.70 m²
5090
ing
Ceil
ed
Rak Existing Timber Deck 21.96 m²
1812 SW
Living /
3210
Office / Porch 1.96 m²
FFL: +0.000 Dining
Bed 2 Total 103.61 m²
Existing Timber Deck
250
250
250
0918 SW 1806 DH 1806 DH 1806 DH
250
DP DP
2400
Front Deck
90 90 ELEVATION LEGEND
250 900 1170 7450 250
Porch
250 9700 250 4 Existing Residence
3720
2220 10200
1 3
12420 2 Existing Timber Deck
EXISTING RESIDENCE - GROUND FLOOR
SCALE 1 : 100
AAA Design & Development Pty Ltd No. Description Date Mat Deighton APPROVED Existing Residence - Ground Floor
34/13 Norval Court, MAROOCHYDORE, QLD 4558 14 Orealla Cres, Project number D139-01 Revision
Tel/Fax: (07) 5479 6747 SUNRISE BEACH, QLD 4567 Date 24/08/2022 3951- A101
Mob: 0422 039 247
design B Client Change 30/08/2022 Drawn by R.S. B
email: [email protected] Development Pty Ltd PROPOSED RESIDENCE For & on behalf of AAA
Design & Development Consulting Checked by D.L.T. Scale @A3 As indicated
A PRELIMINARY 24/08/2022
Page 4
DRAWINGS SHALL BE READ IN CONJUNCTION WITH RELEVANT ENGINEERS DESIGN AND DETAILS
450 450 450
O/H O/H O/H
17°
10°
17°
2.700 FCL 2.700 FCL
5410 approx.
MAX Height
4810
Joinery
2100
2700
2700
Joinery
2100
FFL 0.600 FFL 0.600
FFL 0.000 0.000 FFL 0.000 FFL
EXISTING RESIDENCE - ELEVATION 1 EXISTING RESIDENCE - ELEVATION 2
SCALE 1 : 100 SCALE 1 : 100
450 450 450
O/H O/H O/H
17° 10°
10°
FCL 2.700
5410 approx.
MAX Height
4810
4810
Joinery
4050
Joinery
Joinery
2100
2100
2700
Joinery
Joinery
2100
2100
0.600 FFL 0.600 FFL
FFL 0.000 0.000 FFL 0.000 FFL
EXISTING RESIDENCE - ELEVATION 3 EXISTING RESIDENCE - ELEVATION 4
SCALE 1 : 100 SCALE 1 : 100
AAA Design & Development Pty Ltd No. Description Date Mat Deighton APPROVED Existing Residence - Elevations
34/13 Norval Court, MAROOCHYDORE, QLD 4558 14 Orealla Cres, Project number D139-01 Revision
Tel/Fax: (07) 5479 6747 SUNRISE BEACH, QLD 4567 Date 24/08/2022 3951- A102
Mob: 0422 039 247
design B Client Change 30/08/2022 Drawn by R.S. B
email: [email protected] Development Pty Ltd PROPOSED RESIDENCE For & on behalf of AAA
Design & Development Consulting Checked by D.L.T. Scale @A3 1 : 100
A PRELIMINARY 24/08/2022
Page 5
G 4
3.91
O/s 2.19
36.48
36.41
36
.32 DESIGN AND DETAILS 34.120
DRAWINGS SHALL BE READ IN CONJUNCTION WITH RELEVANT ENGINEERS
36.26 18.18 m 43°50'
43° 50' 00"
O/s 3.31
V
15.96 m
36.00 43° 50' 00"
8.81 200 2800 2800 2000 4000 200
roof 3 35.69 36.28
1175 1110
TG
200
.0 0
855
38
36
.7
O/s 2.47
6
35.76 36.11
200
36.12
0.21 36.06
ro
f 4 35.71
of
roo
4065
4065
36.00
39
.3
ro
FL
5
311°31'20"
of
FL39.3
35.77
36
35.66
16.021
35 5
29.
.6
Tro
9
G
of 38.81
38
.7
3535
3535
O/s 6.65
8
EXISTING
35.65
ro
RESIDENCE
35.58
roo
ro
129°00'
19.767
200
f 3
200
of
8.1 35.55
35.40
TG
39 L 35
6 35.53
.2 .7
ro
F
38
8
of
35.36
2160
.1
35.27
40
2
3460
.1
200
0
9
305°21'0
1.213
1100
35.21
35.00 35.00
35.04
200
200
35
34.88
.2
3.17
290°
308° 00' 00"
6
21.39 m
35.03 200 200 341820
200
.92
8
1320 5600 34.81 3780 200
48'
O/s 5.32
6005
3
26 .17 34.97
35
1° 8
Agg. Driveway
.0
41 34.57
0
Proposed
' 34.56
PROPOSED - POLE PLAN 3.178
SCALE 1 : 100 232° 12.74 m 218°00' 28.214 15.54 m
34' 218° 00' 00" 218° 00' 00"
0 5m
34.39
AAA Design & Development Pty Ltd No. Description Date Mat Deighton APPROVED Proposed - Pole Plan 34
kl
M
.00
M
34
H
H
14 Orealla Cres,
A
34/13 Norval Court, MAROOCHYDORE, QLD 4558
.1
Project number D139-01 Revision
1
Tel/Fax: (07) 5479 6747 SUNRISE BEACH, QLD 4567 3951- A103
kl
Date 08/24/22
Mob: 0422 039 247 B
33
design B Client Change 30/08/2022 Drawn by R.S.
kl
kl
kl
PROPOSED DUAL OCCUPANCY
SL ppro
kl
kl
For & on behalf of AAA
email: [email protected]
kl
.90
A
Development Pty Ltd Design & Development Consulting
A PRELIMINARY 24/08/2022 Checked by D.L.T. Scale @A3 As indicated
M xI
33
1
33
33
33
33
H L
33
33 3
.5
.6
.6
.5
.5
.7
.9
2
4
4
7
6
4
9
Page 6
DRAWINGS SHALL BE READ IN CONJUNCTION WITH RELEVANT ENGINEERS DESIGN AND DETAILS
LEGEND
CODE ITEM
DP Downpipe
DW Dishwasher Prov.
A HWS Hot Water System
A109
L Linen
PTY Pantry
R Robe
REF Refrigerator Space
SHR Shower
TRH Toilet Roll Holder
TWR Towel Rail
TUB Laundry Tub
Smoke detector alarm wired
to consumer mains power
WM Washing Machine
WINDOWS & DOORS
CODE ITEM
6000
Carport
Concrete CSD Cavity Sliding Door
DH Double Hung Window
FFL: +35.000 LW Louvre Window
Level Above
MRD Sliding Robe Door Mirror Finish
RD Sliding Robe Door
15 [email protected] mm
ST Stacker Door
SW Sliding Window
Level Above
6000 14x270
A
A109
PROPOSED - LOWER FLOOR
SCALE 1 : 100
AAA Design & Development Pty Ltd No. Description Date Mat Deighton APPROVED Proposed - Lower Floor
34/13 Norval Court, MAROOCHYDORE, QLD 4558 14 Orealla Cres, Project number D139-01 Revision
Tel/Fax: (07) 5479 6747 SUNRISE BEACH, QLD 4567 Date 08/24/22 3951- A104
Mob: 0422 039 247
design B Client Change 30/08/2022 Drawn by R.S. B
email: [email protected] Development Pty Ltd PROPOSED DUAL OCCUPANCY For & on behalf of AAA
Design & Development Consulting Checked by D.L.T. Scale @A3 As indicated
A PRELIMINARY 24/08/2022
Page 7
DRAWINGS SHALL BE READ IN CONJUNCTION WITH RELEVANT ENGINEERS DESIGN AND DETAILS BEDROOM WINDOWS
LEGEND
BEDROOM WINDOWS TO BE RESTRICTED TO MAX
CODE ITEM
125mm OPENINGS WHERE THE SILL HEIGHT IS
LESS THAN 1700mm ABOVE FFL AND THE FALL DP Downpipe
A EXCEEDS 2M TO THE SURFACE BENEATH DW Dishwasher Prov.
A109
IN ACCORDANCE WITH 3.9.2.5 OF BCA VOL 2 HWS Hot Water System
L Linen
FFL: +37.850 Window Screens by PTY Pantry
4 [email protected] mm Client Selection
ELEVATION LEGEND SMOKE ALARMS NOTE R Robe
REF Refrigerator Space
0615 SW 1806 DH 0615 SW FROM JAN 2017 ALL HOUSES MUST HAVE SMOKE
DP DP DP
820 ALARMS IN BEDROOM HALLWAYS, EVERY BEDROOM
3
0906 SW
1806 DH 0906 SW
SHR Shower
(OBS)
(OBS)
50 AND BETWEEN LIVING AREAS AND BEDROOMS AND
SHR Ens TRH Toilet Roll Holder
Bath ON EVERY LEVEL. ALL SMOKE ALARMS MUST BE
720 CSD
SHR Bed 3 Bed 2 4 2 INTERCONNECTED WITH 10 YEAR LITHIUM BATTERY
TWR Towel Rail
TUB Laundry Tub
INSTALLED.
L'Dry Smoke detector alarm wired
Bed 1 1 to consumer mains power
TUB 820 820 WM Washing Machine
2/620
1806 DH
Hallway DISCLAIMER:
820
820
WM Lintel 1200 RD 3200 MRD
Window Screens by
Client Selection
L R Please Note Furniture An
1806 LW
Rak REF PTY Indication Only And May Vary WINDOWS & DOORS
ed
Living Cei
ling CODE ITEM
0924 SW
Kitchen CSD Cavity Sliding Door
(OBS)
FFL: +37.900 Dining
DH Double Hung Window
1806 LW
50 50 LW Louvre Window
DW
MRD Sliding Robe Door Mirror Finish
2436 ST 2427 ST 1221 SW RD Sliding Robe Door
ST Stacker Door
Timber
Timber Screening 2400mm Timber Screening 2400mm SW Sliding Window
High to Client Selection Deck High to Client Selection
39.43 m²
FFL: +37.850
AREA SCHEDULE
15 [email protected] mm
1000H Min Balustrades FLOOR FINISH LEGEND Name Area
to Client Selection
A Lower Floor
A109
Carport 36.00 m²
Hybrid Floating Floor
Residence 36.00 m²
Ground Floor
Tile Floor Residence 96.00 m²
Timber Deck Timber Deck 42.79 m²
Timber Floor Timber Deck 1.81 m²
PROPOSED - GROUND FLOOR 140.60 m²
Grand total 176.60 m²
SCALE 1 : 100
AAA Design & Development Pty Ltd No. Description Date Mat Deighton APPROVED Proposed - Ground Floor
34/13 Norval Court, MAROOCHYDORE, QLD 4558 14 Orealla Cres, Project number D139-01 Revision
Tel/Fax: (07) 5479 6747 SUNRISE BEACH, QLD 4567 Date 24/08/2022 3951- A105
Mob: 0422 039 247
design
C
B
Client Change
Client Change
08/09/2022
30/08/2022 Drawn by R.S. C
email: [email protected] Development Pty Ltd PROPOSED DUAL OCCUPANCY For & on behalf of AAA
Design & Development Consulting Checked by D.L.T. Scale @A3 As indicated
A PRELIMINARY 24/08/2022
Page 8
A
DRAWINGS SHALL BE READ IN CONJUNCTION WITH RELEVANT ENGINEERS DESIGN AND DETAILS A109
12000 Overall
1130 1200 3x270 8860
90 90 90
90 2150 3300 2800 3300 90
Bath / L'Dry Bed 3 Bed 2 Bed 1
90
90 740 1410 6190 90
Hallway
4 [email protected] mm
900
0615 SW 1806 DH 0615 SW
90
90
900 90
820
1806 DH 0906 SW
0906 SW
(OBS)
(OBS)
50
Ens
Ens
Bed 2 / Bed 3
Bath
1800
Bath
900 Bed 3 Bed 2 720 CSD
3040
90
90
Rak
ed
Cei
900
Bed 1
3140
ling
90
Bed 1
L'Dry
2240
L'Dry 820 820
1806 DH
2/620
1250
1000
Hallway
820
820
90
90
8000
8000
Lintel 1200 RD 3200 MRD
600
90
R
90
1806 LW
Living / Dining 1500
90
900 1500
900
3600
Kitchen
Living Dining
0924 SW
3000
(OBS)
Kitchen
FFL: +37.900
1806 LW
1500
90
50 50
2436 ST 2427 ST 1221 SW
90
Timber
2360
Timber Deck
Deck
3660
3660
FFL: +37.850
90x90 HWD Post
1300
to Engineer's
Details
90x90 HWD Post
15 [email protected] mm
to Engineer's
Details
2960 2960 3870 2130
ELEVATION LEGEND
90 90
90 7040 1300 3300 90 3
Linen Robe
90 11820 90
Living / Dining / Kitchen 4 2
6000 6000
1
DIMENSIONS - GROUND FLOOR
SCALE 1 : 100 A
A109
AAA Design & Development Pty Ltd No. Description Date Mat Deighton APPROVED Dimensions - Ground Floor
34/13 Norval Court, MAROOCHYDORE, QLD 4558 14 Orealla Cres, Project number D139-01 Revision
Tel/Fax: (07) 5479 6747 SUNRISE BEACH, QLD 4567 Date 24/08/2022 3951- A106
Mob: 0422 039 247
design
C
B
Client Change
Client Change
08/09/2022
30/08/2022 Drawn by R.S. C
email: [email protected] Development Pty Ltd PROPOSED DUAL OCCUPANCY For & on behalf of AAA
Design & Development Consulting Checked by D.L.T. Scale @A3 As indicated
A PRELIMINARY 24/08/2022
Page 9
DRAWINGS SHALL BE READ IN CONJUNCTION WITH RELEVANT ENGINEERS DESIGN AND DETAILS
300 Weathertex Selflok 300mm 300
O/H or Equivalent Weatherboards. O/H
Colour - Surfmist
FCL 40.300
7290 MAX Height
Joinery
Joinery
2400
2100
1000
FFL 37.900
to Btm Beam
1000H Min Balustrades
2900
2380
to Client Selection
FFL 35.000
Natural Ground Stair Construction Riser Max 190mm Timber Latice Fixed In
Line Going 240 Min 900H Balustrade Between Posts As Indicated
Above Nosing Line
PROPOSED - ELEVATION 1
SCALE 1 : 100
NOTES
1. Glazing b) External walls are to be covered with sisalation and are to have a minimum of R1.5 b) Energy conservation
All glass windows and doors are to comply with Australian Standard 2047 insulation. - Energy efficient lighting requirement applies to all new houses,
and or 1288-1990. c) The roof is to a minimum of medium weight sisalation and a minimum of R2.5 townhouses their enclosed attached garage or carport.
insulation. - Light fittings must be energy efficient to a min. of 80% of the
2. Waterproofing d) The R value in bulk insulation is reduced if compressed at the time of insulation. It total fixed internal lighting.
The waterproofing of wet areas is to be installed in accordance with AS is recommended that adequate space be allotted for the installation of the insulation. - This requirement also applies to existing dwellings when
3740. undertaking alterations and additions or relocations.
4. Sustainable Housing
3. Energy Efficiency Climate Zone 2 All Class 1 building work must comply with the Queensland Development Code Part 29
a) With regard to the Energy Efficiency requirements of BCA 3.12.5, the hot Sustainable Building.
water supply system shall be designed and installed in accordance with a) Water conservation
Section 6A of AS/NZS 3500.4.2, or AS/NZS 3500.5, except if a solar hot - Toilets - min. 4 star WELS rated.
water supply system is installed. - Tapware - min. 3 star WELS for kitchen sink, basins and laundry trough. ALL INTERNAL & EXTERNAL COLOURS & FINISHES TO CLIENT SELECTION
- Showerheads - min. 3 star WELS
AAA Design & Development Pty Ltd No. Description Date Mat Deighton APPROVED Proposed - Elevation 1
34/13 Norval Court, MAROOCHYDORE, QLD 4558 14 Orealla Cres, Project number D139-01 Revision
Tel/Fax: (07) 5479 6747 SUNRISE BEACH, QLD 4567 Date 24/08/2022 3951- A107
Mob: 0422 039 247
design B Client Change 30/08/2022 Drawn by R.S. B
email: [email protected] Development Pty Ltd PROPOSED DUAL OCCUPANCY For & on behalf of AAA
Design & Development Consulting Checked by D.L.T. Scale @A3 As indicated
A PRELIMINARY 24/08/2022
Page 10
DRAWINGS SHALL BE READ IN CONJUNCTION WITH RELEVANT ENGINEERS DESIGN AND DETAILS CONSTRUCTION SET
Weathertex Selflok 300mm or
Custom Orb [email protected]° Pitch Equivalent Weatherboards. This set has been fully checked & issued by the
Gables to Client Selection Colour - Surfmist
certifier for construction. Refer ALL discrepancies
to the certifier. Copyright released for single-use at
7.5° 300 a nominated site only. Substitutions and changes
O/H Colorbond Quad Gutter And
Colorbond Fascia. Colour - Surfmist
MUST be approved by the designer.
FCL 40.300 40.300 FCL
2410
Obscure Glass
7290 MAX Height
Joinery
2400
2400
2100
Obscure Glass
FFL 37.900 37.900 FFL
810
500
to Btm Beam
2900
2380
Window Screens by Natural Ground
Client Selection Line
FFL 35.000
TRIANGLE WINDOW
Stair Construction Riser Max 190mm Timber Screening 2400mm Timber Latice Fixed In SCALE 1 : 25
Going 240 Min 900H Balustrade High to Client Selection Between Posts As Indicated
Above Nosing Line
PROPOSED - ELEVATION 2 Weathertex Selflok 300mm or
Equivalent Weatherboards. Custom Orb [email protected]° Pitch
SCALE 1 : 100 Colour - Surfmist Gables to Client Selection
300
Colorbond Quad Gutter And Custom Orb [email protected]° Pitch O/H 7.5°
Colorbond Quad Gutter And
300 Colorbond Fascia. Colour - Surfmist Gables to Client Selection 300 Colorbond Fascia. Colour - Surfmist
O/H O/H 40.300 FCL
Obscure Glass
7.5°
7290 MAX Height
Joinery
2400
2100
FCL 40.300
37.900 FFL
Obscure Glass
Joinery
2400
2100
to Btm Beam
1000
2900
2380
FFL 37.900
Natural Ground
Line 35.000 FFL
Weathertex Selflok 300mm or Timber Latice Fixed In Window Screens by 1000H Min Balustrades Natural Ground Timber Latice Fixed In Stair Construction Riser Max 190mm Timber Screening 2400mm
Equivalent Weatherboards. Between Posts As Indicated Client Selection to Client Selection Line Between Posts As Indicated Going 240 Min 900H Balustrade High to Client Selection
Colour - Surfmist Above Nosing Line
PROPOSED - ELEVATION 3 PROPOSED - ELEVATION 4
SCALE 1 : 100 SCALE 1 : 100
ALL INTERNAL & EXTERNAL COLOURS & FINISHES TO CLIENT SELECTION
AAA Design & Development Pty Ltd No. Description Date Mat Deighton APPROVED Proposed - Elevations
34/13 Norval Court, MAROOCHYDORE, QLD 4558 14 Orealla Cres, Project number D139-01 Revision
Tel/Fax: (07) 5479 6747 SUNRISE BEACH, QLD 4567 Date 24/08/2022 3951- A108
Mob: 0422 039 247
design
C
B
Client Change
Client Change
08/09/2022
30/08/2022 Drawn by R.S. C
email: [email protected] Development Pty Ltd PROPOSED DUAL OCCUPANCY For & on behalf of AAA
Design & Development Consulting Checked by D.L.T. Scale @A3 As indicated
A PRELIMINARY 24/08/2022
Page 11
DRAWINGS SHALL BE READ IN CONJUNCTION WITH RELEVANT ENGINEERS DESIGN AND DETAILS
Custom Orb [email protected]° Pitch
Gables to Client Selection
7.5°
Verandah Beam to Colorbond Quad Gutter
Engineer's Details 300
And Colorbond Fascia
Raked Ceiling O/H
Timber Screening
to Client Selection
FCL 40.300 40.300 FCL
Joinery
2400
2400
2400
Joinery
7290 MAX Height
2100
2100
Timber
Deck Living Hallway Bed 3
FFL 37.900 37.900 FFL
Natural Ground
Floor Joists to Engineer's
Bearer to Bearer to Line
Design With TBC
Engineer's Details Engineer's Details
to Btm Beam
2900
2380
Timber Latice Fixed In
Between Posts As Indicated
Carport
FFL 35.000
Footing to Engineer's Design
PROPOSED - SECTION A-A
SCALE 1 : 50
ALL INTERNAL & EXTERNAL COLOURS & FINISHES TO CLIENT SELECTION
AAA Design & Development Pty Ltd No. Description Date Mat Deighton APPROVED Proposed - Section A-A
34/13 Norval Court, MAROOCHYDORE, QLD 4558 14 Orealla Cres, Project number D139-01 Revision
Tel/Fax: (07) 5479 6747 SUNRISE BEACH, QLD 4567 Date 24/08/2022 3951- A109
Mob: 0422 039 247
design B Client Change 30/08/2022 Drawn by R.S. B
email: [email protected] Development Pty Ltd PROPOSED DUAL OCCUPANCY For & on behalf of AAA
Design & Development Consulting Checked by D.L.T. Scale @A3 As indicated
A PRELIMINARY 24/08/2022
Page 12
ELECTRICAL LEGEND
DESCRIPTION NUMBER
P
PENDANT LIGHT FITTING
EXT
EXTERNAL WEATHERPROOF LIGHT FITTING
EXT
EXTERNAL WEATHERPROOF BAYONET WALL LIGHT
FITTING
LED DOWNLIGHT FITTING
LED WALL LIGHT FITTING
FLUORESCENT TUBE LIGHT FITTING
EXTERNAL FLOOD LIGHT
STANDARD SWITCH IN WALLPLATE
WP
EXTERNAL WEATHERPROOF SWITCH
2 WAY SWITCH IN WALLPLATE
SINGLE GPO
WP WEATHERPROOF SINGLE GPO
DOUBLE GPO
WP WEATHERPROOF DOUBLE GPO
PROPOSED - LOWER FLOOR PROPOSED - GROUND FLOOR
HARDWIRED INTERCONNECTED SMOKE DETECTOR
EXHAUST FAN
GENERIC ELECTRICAL PLANS PROVIDED FOR QUOTING
PURPOSES - WILL NOT BE CARRIED INTO CONSTRUCTION SET
CEILING SWEEP FAN
TV CONFIRM POSITION OF ALL ITEMS WITH OWNER/CLIENT. UNO -
TV ANTENNA CONNECTION
SWITCHES AT 1150 ABOVE FINISHED FLOOR AND OUTLETS AND
DATA SOCKETS AT 200 ABOVE FINISHED FLOOR.
DATA CONNECTION POINT
LIGHTING: MAXIMUM ALLOWABLE
5W / m² required in new internal areas.
4W / m² on decking, balconies, alfresco and verandah.
3W / m² for garages and carports.
AAA Design & Development Pty Ltd No. Description Date Mat Deighton APPROVED Proposed - Electrical Plans
34/13 Norval Court, MAROOCHYDORE, QLD 4558 14 Orealla Cres, Project number D139-01 Revision
Tel/Fax: (07) 5479 6747 SUNRISE BEACH, QLD 4567 Date 24/08/2022 3951- A110
Mob: 0422 039 247
design B Client Change 30/08/2022 Drawn by R.S. B
email: [email protected] Development Pty Ltd PROPOSED DUAL OCCUPANCY For & on behalf of AAA
Design & Development Consulting Checked by D.L.T. Scale @A3 As indicated
A PRELIMINARY 24/08/2022
Page 13
NOTE:
LOCATION AND SIZE OF DOWNPIPES TO BE
CONFIRMED WITH PLUMBER ON SITE PRIOR
TO INSTALLATION OF STORMWATER SERVICE
DP DP DP
O/H
300
300 300
O/H O/H
7.5°
DOWNPIPES
Locality: Sunrise Beach, QLD
Rainfall intensity 20 year ARI: 259mm/h
259
Roof plan catchment area: 151.43 m2
Roof raked catchment area: 162.03 m2
Eaves Gutter: 7300 mm2
1300
Slope 1:500 Yes
Downpipe size: ⌀100mm
No of Downpipes required: 3
PROPOSED - ROOF PLAN DP - INDICATES UPVC DOWNPIPE. UVC STROMWATER
LINE TO CONNECT INTO RAINWATER
SCALE 1 : 100
COLLECTION TANK & STROMWATER SYSTEM IN
ACCORDANCE WITH LOCAL AUTHORITY
REGULATIONS. PROVIDE 1 IN 100 MINIMUM FALL.
AAA Design & Development Pty Ltd No. Description Date Mat Deighton APPROVED Proposed - Roof Plan
34/13 Norval Court, MAROOCHYDORE, QLD 4558 14 Orealla Cres, Project number D139-01 Revision
Tel/Fax: (07) 5479 6747 SUNRISE BEACH, QLD 4567 Date 24/08/2022 3951- A111
Mob: 0422 039 247
design B Client Change 30/08/2022 Drawn by R.S. B
email: [email protected] Development Pty Ltd PROPOSED DUAL OCCUPANCY For & on behalf of AAA
Design & Development Consulting Checked by D.L.T. Scale @A3 As indicated
A PRELIMINARY 24/08/2022
Page 14
3D DRAWINGS & SKETCHES
ALL 3D DRAWINGS, RENDERED VISUALIZATIONS,
WALK THROUGHS, PERSPECTIVES AND HAND
SKETCHES ARE INDICATIVE ONLY. IN ALL CASES
PROPOSED - REAR VIEW PLANS, ELEVATIONS, SPECIFICATIONS, DETAILS
AND CLIENT SELECTIONS TAKE PRECEDENCE.
AAA Design & Development Pty Ltd No. Description Date Mat Deighton APPROVED Proposed - Rear View
34/13 Norval Court, MAROOCHYDORE, QLD 4558 14 Orealla Cres, Project number D139-01 Revision
Tel/Fax: (07) 5479 6747 SUNRISE BEACH, QLD 4567 Date 24/08/2022 3951- A112
Mob: 0422 039 247
design Drawn by R.S. C
email: [email protected] Development Pty Ltd PROPOSED DUAL OCCUPANCY For & on behalf of AAA
Design & Development Consulting Checked by D.L.T. Scale @A3 As indicated
C Client Change 08/09/2022
Page 15
G E N E R A L N O T E S
GENERAL NOTES SITE NOTES ROOFWATER DRAINAGE MANUFACTURES SPECIFICATIONS
DO NOT SCALE OFF DRAWINGS, ONLY USE FIGURED DIMENSION. BUILDER IS TO VERIFY ALL BUILDER TO CONFIRM LOCATIONS OF ALL EXISTING SERVICES BELOW & ABOVE GROUND LEVEL ALL ROOFWATER DRAINAGE SYSTEMS MUST BE CONNECTED TO A STORMWATER DRAINAGE ALL BUILDING PRODUCTS & MATERIALS THAT ARE USED ON SITE MUST BE STORED CORRECTLY
DIMENSIONS PRIOR TO COMMENCING AND WORK/CONSTRUCTION & ORDERING OF MATERIALS. ON & ADJACENT TO THE SITE, PRIOR TO ANY BUILDING WORKS. SYSTEM COMPLYING WITH NCC 2019 BCA - VOL 2, PART 3.1.3 DRAINAGE & AUSTRALIAN AS PER MANUFACTURERS SPECIFICATIONS. REFER TO MANUFACTURERS SPECIFICATIONS FOR
BUILDER TO CONFIRM RL'S ON SITE PRIOR TO COMMENCEMENT OF EARTHWORKS. STANDARD AS/NZ 3500. MATERIAL AND PRODUCTS RECOMMENDED TO USE FOR ALL SITES THAT ARE LOCATED WITHIN
THE FINISHED SURFACE IMMEDIATELY SURROUNDING THE BUILDING FOR A MINIMUM WIDTH OF PROXIMITY TO SALT ENVIRONMENTS.
ALL WORK PERFORMED SHALL ADHERE TO THE MINIMUM STANDARDS SETOUT & PRESCRIBED 1000mm, SHALL BE PROVIDED WITH A MINIMUM SLOPE OF 1 in 20 AWAY FROM THE BUILDING THE ROOF DRAINAGE SYSTEM MUST BE PROVIDED WITH AN OVERFLOW TO PREVENT THE
BY THE RELEVANT AUSTRALIAN STANDARDS, THE NATIONAL CONSTRUCTION CODE'S BUILDING TO AN APPROVED DRAINAGE SYSTEM AS PER NCC 2019 BCA - VOL 2, PART 3.1.3.3 SURFACE BACKFLOW OF WATER INTO THE BUILDING.
CODE OF AUSTRALIA, AND THE REQUIREMENTS & REGULATIONS SETOUT BY ANY FEDERAL, WATER DRAINAGE.
STATE & REGIONAL GOVERMENT. THE AREA SPECIFIC RAINFALL INTENSITY MUST BE SELECTED FROM NCC 2019 BCA - VOL 2, DRIVEWAY & PATH NOTES
SURFACE DRAINAGE IS TO DISCHARGE EVENLY WITHIN THE SITE & WITHOUT NUISANCE TO PART 3.5.3.1, FROM AUSTRALIAN STANDARD AS/NZ3500.3 OR FROM THE BUREAU OF
ALL BUILDING WORKS TO COMPLY WITH LOCAL AUTHORITIES EROSION AND SEDIMENT CONTROL ADJOINING PROPERTIES. METEOROLOGY 2016 RAINFALL DATA. ALL SITE PAVING TO BE CONSTRUCTED IN ACCORDANCE WITH THE PUBLICATIONS
STANDARDS. ALL SEDIMENT FENCING TO BE ERECTED ON SITE PRIOR TO COMMENCEMENT OF CEMENT, CONCRETE & AGGREGATE AUSTRALIA - GUIDE TO CONCRETE HOUSING 2007, PATHS
WORK. ALL SUBFLOOR AREAS MUST BE GRADED TO AVOID THE PONDING OF WATER BENEATH THE GUTTERS & DOWNPIPES MUST BE SELECTED FROM NCC 2019 BCA - VOL 2, PART 3.5.3.5 & DRIVEWAYS & RESIDENTIAL CONCRETE DRIVEWAYS & PATHS - JULY 2005.
BUILDING. TABLE 3.5.3.2 OR FROM AUSTRALIAN STANDARD AS/NZ3500.3.
ALL PLUMBING & DRAINAGE TO COMPLY WITH STANDARD SEWERAGE BY-LAWS & THE AREA BENEATH & ADJACENT TO DRIVEWAYS & PATHS TO BE CLEARED OF ALL TOPSOIL &
REQUIREMENTS OF LOCAL AUTHORITY. CUT & FILL BATTERS ARE NOT TO EXCEED A MAXIMUM SLOPE AS PER NCC 2019 BCA - VOL EAVES GUTTERS MUST BE INSTALLED AT A FALL NOT LESS THAN 1 in 500 WITH SUPPORT ORGANIC MATTER.
2, PART 3.1.1 EARTHWORKS TABLE 3.1.1.1 FOR THE SITE SPECIFIC SOIL TYPE. REFER TO NCC BRACKETS AT 1200mm MAXIMUM CENTRES.
BUILDER TO CONFIRM EXACT SITING AND ORIENTATION PRIOR TO CONSTRUCTION SETOUT. ALL 2019 BCA - VOL 2, PART 3.2.2.4 FOR SLAB EDGE SUPPORT ON SLOPING SITES. PROVIDE A COMPACTED & LEVELLED LAYER OF 20mm MINIMUM SAND: & AN OPTIONAL 0.2UM
BUILDING SETOUT AND CONFIRMATION OF SETBACKS AND HEIGHT TO BE CARRIED OUT BY A BOX GUTTERS MUST BE INSTALLED AT A FALL NOT LESS THAN 1 in 100, IN ACCORDANCE POLYETHYLENE MOISTURE BARRIER MAY BE PROVIDED UNDER THE SLAB IN SALINE AREAS,
LICENSED SURVEYOR. NO FOOTING, OR WALL TO ENCROACH THE TITLE BOUNDARY. TIMBER RETAINING WALLS TO HAVE 1000mm MAXIMUM HEIGHT. PROVIDE 65mm DIA. AGG. WITH AUSTRALIAN STANDARD AS/NZ3500.3. LAPPED & TAPED 200mm AT JOINTS.
DRAINS WITH GRANULAR BACKFILL. RETAINING WALLS & DRAINAGE SYSTEMS TO BE
ALL WET AREAS TO BE CONSTRUCTED IN ACCORDANCE WITH NCC 2019 BCA - VOL 2, PART 3.8.1 WHOLLY CONTAINED ON THE SUBJECT SITE. RETAINING WALLS GREATER THAN 1000mm IN THE WIDTH OF VALLEY GUTTERS SHALL BE IN ACCORDANCE WITH AUSTRALIAN STANDARD ALL PATHS & DRIVEWAYS SHALL HAVE A MINIMUM FALL OF 1 in 100 (1%).
WET AREAS AND EXTERNAL WATERPROOFING. HEIGHT SHALL BE DESIGNED BY THE STRUCTURAL ENGINEER. AS/NZ3500.3 & BUILDING CODE OF AUSTRALIA PART 3.5.2. REFER TO ROOF SHEETING
MANUFACTURERS SPECIFICATIONS FOR LIMITATIONS ON SHEET OVERHANGS INTO VALLEY THE MAXIMUM GRADE OF PAVEMENTS SHALL NOT EXCEED 1 in 5 (20%). WHERE GRADES ARE
WATER CLOSETS WITH DOOR CIRCULATION SPACES LESS THAN 1.2m FROM THE HINGE OF THE BOUNDARY FENCES, INCLUDING HEIGHT OF ANY RETAINING WALLS UNDER, MUST NOT EXCEED GUTTERS. THE MAXIMUM ROOF CATCHMENT AREA FOR VALLEY GUTTERS IS 20sq.m. NEAR THE MAXIMUM, A TRANSITION ZONE AT EITHER END MAY BE REQUIRED. REFER TO
DOOR MUST BE PROVIDED WITH LIFT-OFF HINGES THAT ALLOW THE DOOR TO BE REMOVED 2000mm IN HEIGHT ABOVE EXISTING GROUND LEVEL. REFER TO LOCAL AUTHORITY VALLEY GUTTERS ON ROOF PITCHED LOWER THAN 12.5 DEGREES MUST BE DESIGNED AS BOX BUILDING CODE OF AUSTRALIA - VOLUME 1 PART D2.10 FOR GRADES TO REQUIRED EXIT RAMPS.
WHEN IN THE CLOSED POSITION IN ACCORDANCE WITH NCC 2019 BCA - VOL 2, PART 3.8.3.3 REGULATIONS PRIOR TO COMMENCING ANY WORKS & SEEK ANY REQUIRED APPROVALS. GUTTERS.
CONSTRUCTION OF SANITARY COMPARTMENTS . WATER CLOSETS TO HAVE A MINIMUM CLEAR ALL DRIVEWAYS, PATHS & CROSSOVERS BETWEEN THE PROPERTY BOUNDARY & THE KERBLINE
WIDTH OF 900mm. DOWNPIPES MUST SERVE NOT MORE THAN 12 METRES OF GUTTER LENGTH FOR EACH ARE DESIGNED TO BE CONSTRUCTED AS PER THE ALOCAL AUTHORITY REQUIREMENTS.
TERMITE PROTECTION DOWNPIPE WHICH MUST BE LOCATED AS CLOSE AS POSSIBLE TO VALLEY GUTTERS.
PROVIDE APPROVED SMOKE ALARMS INSTALLED IN ACCORDANCE WITH NCC 2019, BCA - VOL 2,
PART 3.7.5 SMOKE ALARMS AND EVACUATION LIGHTING , BE INTERCONNECTED & TO COMPLY ALL NEW BUILDING WORK AND/OR ALTERATIONS OF EXISTING BUILDING WORK IS TO BE EAVES GUTTERS MUST BE PROVIDED WITH AN OVERFLOW SYSTEM WHERE DOWNPIPES ARE
AUSTRALIAN STANDARD AS 3786. TERMITE PROTECTED VIA PHYSICAL &/ CHEMICAL BARRIERS AS PER NCC 2019 BCA - VOL 2, LOCATED MORE THAN 1200mm FROM A VALLEY GUTTER.
PART 3.1.4.3 TERMITE MANAGEMENT SYSTEMS, TABLE 3.1.4.1 ACCEPTABLE TERMITE
ALL GLAZING TO COMPLY WITH NCC 2019 BCA - VOL 2, PART 3.6 GLAZING & MUST BE MANAGEMENT SYSTEMS AND COMPONENTS , AS 3660.1 TERMITE MANAGEMENT NEW
DESIGNED FOR THE WIND LOADS SPECIFIC TO THE BUILDING. BUILDING WORK & AS 3660.2 TERMITE MANAGEMENT IN AND AROUND EXISTING BUILDINGS
AND STRUCTURES. A 75mm INSPECTION ZONE ON ALL NEW SLABS AS REQUIRED BY AS BRANDING OF STRUCTURAL PLYWOOD
ALL STAIRS & STEPS ARE DESIGNED & ARE TO BE CONSTRUCTED IN ACCORDANCE WITH NCC 3660.1.
EACH SHEET OF STRUCTURAL GRADE PLYWOOD SHALL HAVE THE FOLLOWING INFORMATION
2019 BCA - VOL 2, PART 3.9.1 STAIRWAY AND RAMP CONSTRUCTION .
A DURABLE NOTICE IS REQUIRED AND MUST BE INSTALLED IN A PROMINENT LOCATION SUCH LEGIBLY AFFIXED THEREON BY THE MANUFACTURER AT THE POINT OF MANUFACTURE, AT
AS THE METER BOX & IS TO BE PERMANENTLY FIXED. THE INFORMATION TO BE DISPLAYED LEAST ONCE:
ALL BALUSTRADES & HANDRAILS REQUIRED SHALL BE 1000 MINIMUM ABOVE FINISHED FLOOR
LEVEL (ie TOP OF TILES, CARPET ETC) & HAVE NO OPENINGS GREATER THAN 125mm, IN ON THE NOTICE IS AS PER NCC 2019 BCA - VOL 2, PART 3.1.4.4 DURABLE NOTICE.
1. THE MANUFACTURERS NAME OR REGISTERED MARK,
ACCORDANCE WITH NCC 2019 BCA - VOL 2, PART 3.9.2 BARRIERS AND HANDRAILS . 2. THE WORD 'STRUCTURAL' OR PRODUCT DESCRIPTION
THEREAFTER THE OWNER TAKES ONTHE RESPONSIBILITY TO ORGANISE REGULAR INSPECTIONS
WHICH MUST BE CARRIED OUT BY A QBCC-LICENSED CONTRACTOR WITH THE APPROPRIATE 3. REFERENCE TO THE STANDARD ie AS/NZ2269
REFER TO STRUCTURAL ENGINEERS DRAWINGS & SPECIFICATIONS FOR SOILS REPORTS, FOOTING 4. THE GRADE OF OUTER PLIES (FACE FIRST,BACK LAST) eg CC CD or DD
& SLAB DOCUMENTATION & OTHER REQUIRED STRUCTURAL DOCUMENTATION. TERMITE MANAGEMENT LICENCE TO ENSURE TERMITES HAVE NOT BRIDGED THE BARRIER. IT IS
RECOMMENDED THAT INSPECTIONS BE AT LEAST EVERY 12 MONTHS, OR MORE OFTEN IN HIGH
RISK AREAS. IT SHALL ALSO BE ADVISED THAT CAUTION BE TAKEN TO ENSURE THAT ALL WHERE NON-STANDARD VENEER GRADES ARE USED, AS PERMITTED IN BUILDING CODE OF
PHYSICAL TERMITE BARRIERS BE CLEAR OF GARDEN BED &/OR SOIL BUILD UP & THAT ANY AUSTRALIA PART 3.4 CLAUSE3.4.1(c), BRANDING SHALL INCLUDE A DESCRIPTOR THAT NON-
SUBFLOOR VENTILATION STANDARD VENEER QUALITY HAS BEEN USED IN THE PLYWOOD ASSEMBLY;
CHEMICAL BARRIERS INSTALLED REMAIN UNDISTURBED.
PROVIDE SUBFLOOR VENTILATION TO THE MINUMUM STANDARD AS PER NCC 2019 BCA - VOL 2,
THIS REQUIREMENT MAY BE MET BY REFERENCE TO A PRODUCT NAME OR DESCRIPTION THAT
PART 3.4.1 SUBFLOOR VENTILATION. IN ADDITION TO THE MINIMUM SUBFLOOR SPACE, THE
SUBFLOOR SPACE MUST;
BRICK/BLOCKWORK ARTICULATION REFERENCES THE NON-STANDARD VENEER QUALITY IN THAT PRODUCTS SPECIFIC
JOINTS MANUFACTURING SPECIFICATION,
- BE CLEARED OF ALL BUILDING DEBRIS AND VEGETATION
- HAVE THE GROUND BENEATH THE SUSPENDED FLOOR GRADED IN ACCORDANCE WITH 3.1.3.3 1. THE BOND TYPE OF THE GLUE LINE ie TYPE A BOND
- CONTAIN NO DEAD AIR SPACES BRICKWORK ARTICULATION JOINTS ARE TO BE INSTALLED AT LOCATIONS OUTLINED IN NCC 2. AN INDICATION OF THE STRESS GRADE OF THE SHEET eg F7
- HAVE OPENINGS AS PER NCC 2019 BCA - VOL 2, FIGURE 3.4.2 2019 BCA - VOL 2, PARK 3.3.5.13 VERTICAL ARTICULATION JOINTS. BOTH BRICK & 3. THE PANEL CONSTRUCTION CODE eg 17-24-7 (I.D. CODE)
- BE GRADED AS PER NCC 2019 BCA - VOL 2, PART 3.1.3.3 SURFACE WATER DRAINAGE . BLOCKWORK ARTICULATION JOINTS ARE TO BE IN AS PER AS 4773.2 MASONRY IN SMALL 4. IF IMMUNISED OR PRESERVATIVE TREATED, BRANDING IN ACCORDANCE WITH
THE CLEARANCE BETWEEN THE GROUND SURFACE & THE UNDERSIDE OF THE FLOOR, MUST BE BUILDINGS CONSTRUCTION OR AS PER ENGINEER. AS/NZS1604.3
400mm, OR AS PER FIGURE 3.4.3a SUBFLOOR CLEARANCE REQUIREMENTS. PLYWOOD MUST BE BRANDED WITH THE APPROVED EWPAA PRODUCT CERTIFICATION STAMP
PROVIDE SUBFLOOR VENTILATION TO A MINIMUM AREA AS PER NCC 2019 BCA - VOL 2, PART AS WELL AS THE JAS-ANZ (JOINT ACCREDITATION SCHEME OF AUSTRALIA & NEW ZEALAND)
3.4.1.1 SUBFLOOR OPENINGS. MARK.
AAA Design & Development Pty Ltd No. Description Date Mat Deighton APPROVED General Notes
34/13 Norval Court, MAROOCHYDORE, QLD 4558 14 Orealla Cres, Project number D139-01 Revision
Tel/Fax: (07) 5479 6747 SUNRISE BEACH, QLD 4567 Date 24/08/2022 3951- A113
Mob: 0422 039 247
design Drawn by R.S. A
email: [email protected] Development Pty Ltd PROPOSED DUAL OCCUPANCY For & on behalf of AAA
Design & Development Consulting Checked by D.L.T. Scale @A3 1 : 100
A PRELIMINARY 24/08/2022
Page 16
WORK HEALTH & SAFETY NOTES
THESE WORK HEALTH & SAFETY NOTES MUST BE PROVIDED TO ALL OWNERS, BUILDING CONTRACTORS, SUB-CONTRACTORS, CONSULTANTS, RENOVATORS,
OPERATORS, MAINTENANCE PERSONNEL, DEMOLITION CONTRACTORS, & ALL OTHERS ASSOCIATED WITH PERFORMING WORK ON/OR WITHIN THE BUILDING &
SURROUNDS. THE WORK HEALTH & SAFETY NOTES ARE TO BE FULLY READ & UNDERSTOOD BY ALL PERSONS PRIOR TO COMMENCING ANY WORK.
RESTRICTED ON - SITE LOADING / UNLOADING
CONSTRUCTION OF THIS BUILDING WILL REQUIRE LOADING & UNLOADING OF MATERIALS ON THE
ROADWAY. DELIVERIES SHOULD BE WELL PLANNED TO AVOID CONGESTION OF LOADING AREAS
1. FALLS, SLIPS, TRIPS BUILDING OWNERS & OCCUPIERS SHOULD MONITOR THE PEDESTRIAN ACCESS WAYS & IN
& TRAINED TRAFFIC MANAGEMENT PERSONNEL SHOULD BE USED TO SUPERVISE
PARTICULAR, ACCESS TO AREAS WHERE MAINTENANCE IS ROUTINELY CARRIED OUT TO ENSURE
a. WORKING AT HEIGHTS THAT SURFACES HAVE NOT MOVED OR CRACKED SO THAT THEY BECOME UNEVEN & PRESENT LOADING/UNLOADING AREAS.
A TRIP HAZARD. SPILLS, LOOSE MATERIAL, STRAY OBJECTS OR ANY OTHER MATTER THAT
DURING CONSTRUCTION MAY CAUSE A SLIP OR TRIP HAZARD SHOULD BE CLEANED OR REMOVED FROM ACCESS WAYS. ALL BUILDING SITES
WHEREVER POSSIBLE, COMPONENTS FOR THIS BUILDING SHOULD BE PREFABRICATED OFF-SITE BUSY CONSTRUCTION & DEMOLITION SITES PRESENT A RISK OF COLLISION
OR AT GROUND LEVEL TO MINIMISE THE RISK OF WORKERS FALLING MORE THAN TWO METRES. CONTRACTORS SHOULD BE REQUIRED TO MAINTAIN A TIDY WORK SITE DURING CONSTRUCTION, WHERE DELIVERIES & OTHER TRAFFIC ARE MOVING WITHIN THE SITE. A
HOWEVER, CONSTRUCTION OF THIS BUILDING WILL REQUIRE WORKERS TO BE WORKING AT MAINTENANCE OR DEMOLITION TO REDUCE THE RISK OF TRIPS & FALLS IN THE WORKPLACE. TRAFFIC MANAGEMENT PLAN SUPERVISED BY TRAINED TRAFFIC
HEIGHTS WHERE A FALL IN EXCESS OF TWO METRES IS POSSIBLE & INJURY IS LIKELY TO MATERIALS FOR CONSTRUCTION OR MAINTENANCE SHOULD BE STORED IN DESIGNATED AREAS MANAGEMENT PERSONNEL SHOULD BE ADOPTED FOR THE WORK SITE.
RESULT FROM SUCH A FALL. THE BUILDER SHOULD PROVIDE A SUITABLE BARRIER WHEREVER AWAY FROM ACCESS WAYS & WORK AREAS.
A PERSON IS REQUIRED TO WORK IN A SITUATION WHERE FALLING MORE THAN TWO METRES
4. SERVICES
IS A POSSIBILITY. 2. FALLING OBJECTS
RUPTURE OF SERVICES DURING EXCAVATION OR OTHER ACTIVITY CREATES A VARIETY OF
DURING OPERATION OR MAINTENANCE LOOSE MATERIALS OR SMALL OBJECTS RISKS INCLUDING RELEASE OF HAZARDOUS MATERIAL. EXISTING SERVICES ARE LOCATED ON
CLEANING & MAINTENANCE OF WINDOWS, WALLS, ROOF OR OTHER COMPONENTS OF THIS CONSTRUCTION, MAINTENANCE OR DEMOLITION WORK ON OR AROUND THIS BUILDING IS LIKELY OR AROUND THIS SITE. WHERE KNOWN, THESE ARE IDENTIFIED ON THE PLANS BUT THE
BUILDING WILL REQUIRE PERSONS TO BE SITUATED WHERE A FALL FROM A HEIGHT IN EXCESS TO INVOLVE PERSONS WORKING ABOVE GROUND LEVEL OR ABOVE FLOOR LEVELS. WHERE EXACT LOCATION & EXTENT OF SERVICES MAY VARY FROM THAT INDICATED. SERVICES
OF TWO METRES IS POSSIBLE. WHERE THIS TYPE OF ACTIVITY IS REQUIRED, SCAFFOLDING, THIS OCCURS ONE OR MORE OF THE FOLLOWING MEASURES SHOULD BE TAKEN TO AVOID SHOULD BE LOCATED USING AN APPROPRIATE SERVICE ( SUCH AS DIAL BEFORE YOU DIG ),
LADDERS OR TRESTLES SHOULD BE USED IN ACCORDANCE WITH RELEVANT CODES OF OBJECTS FALLING FROM THE AREA WHERE THE WORK IS BEING CARRIED OUT ONTO PERSON APPROPRIATE EXCAVATION PRACTICE SHOULD BE USED &, WHERE NECESSARY, SPECIALIST
PRACTICE, REGULATIONS OR LEGISLATION. BELOW. CONTRACTORS SHOULD BE USED.
1. PREVENT OR RESTRICT ACCESS TO AREAS BELOW WHERE THE WORK IS BEING
WHERE CLEANING & MAINTENANCE OF ANY COMPONENTS OF/OR INSTALLATIONS WITHIN THIS CARRIED OUT. SITES WITH UNDERGROUND POWER
BUILDING MEANS THAT THE USE OF LADDERS OR TRESTLES ARE NOT APPROPRIATE, 2. PROVIDE TOEBOARDS TO SCAFFOLDING OR WORK PLATFORMS. UNDERGROUND POWER LINES ARE LOCATED IN OR AROUND THIS SITE. ALL UNDERGROUND
SCAFFOLDING, FALL BARRIERS OR PERSONAL PROTECTIVE EQUIPMENT (PPE) SHOULD BE USED 3. PROVIDE PROTECTIVE STRUCTURE BELOW THE WORK AREA. POWER LINES MUST BE DISCONNECTED OR CAREFULLY LOCATED & ADEQUATE WARNING SIGNS
IN ACCORDANCE WITH RELEVANT CODES OF PRACTICE, REGULATIONS & LEGISLATION. 4. ENSURE THAT ALL PERSONS BELOW THE WORK AREA HAVE PERSONAL PROTECTIVE USED PRIOR TO ANY CONSTRUCTION, MAINTENANCE OR DEMOLITION COMMENCING.
EQUIPMENT
ANCHORAGE POINTS FOR PORTABLE SCAFFOLD OR FALL ARREST DEVICES ARE TO BE SITES WITH OVERHEAD POWER LINES
INSTALLED ON/WITHIN THE BUILDING FOR USE BY MAINTENANCE WORKERS. ANY PERSONS BUILDING COMPONENTS OVERHEAD POWER LINES ARE NEAR OR ON THIS SITE. THESE POSE A RISK OF
ENGAGED TO WORK ON THE BUILDING AFTER THE COMPLETION OF CONSTRUCTION WORK ELECTROCUTION IF STRUCK OR APPROACHED BY LIFTING DEVICES OR OTHER PLANT &
DURING CONSTRUCTION, RENOVATION OR DEMOLITION OF THIS BUILDING, PARTS OF THE PERSONS WORKING ABOVE GROUND LEVEL. WHERE THERE IS A DANGER OF THIS OCCURING,
SHOULD BE INFORMED ABOUT THE ANCHORAGE POINTS.
STRUCTURE INCLUDING FABRICATED STEELWORK, HEAVY PANELS & MANY OTHER COMPONENTS POWER LINES SHOULD BE, WHERE PRACTICAL, DISCONNECTED OR RELOCATED. WHERE THIS IS
WILL REMAIN STANDING PRIOR TO OR AFTER SUPPORTING PARTS ARE IN PLACE. NOT PRACTICAL ADEQUATE WARNING IN THE FORM OF BRIGHT COLOURED TAPE OR SIGNAGE
b. SLIPPERY OR UNEVEN SURFACES CONTRACTORS SHOULD ENSURE THAT TEMPORARY BRACING OR OTHER REQUIRED SUPPORT IS SHOULD BE USED OR A PROTECTIVE BARRIER PROVIDED.
IN PLACE AT ALL TIMES WHEN COLLAPSE WHICH MAY INJURE PERSONS IN THE AREA IS A
FLOOR FINISHES POSSIBILTY.
SPECIFIED FINISHES MUST BE SELECTED TO MINIMISE THE RISK OF FLOORS & PAVED AREAS
BECOMING SLIPPERY WHEN WET OR WHEN WALKED ON WITH WET SHOES/FEET. ANY CHANGES
5. MANUAL TASKS
MECHANICAL LIFTING OF MATERIALS & COMPONENTS DURING CONSTRUCTION, MAINTENANCE OR
TO THE SPECIFIED FINISH SHOULD BE MADE IN CONSULTATION WITH THE DESIGNER OR, IF THIS DEMOLITION PRESENTS A RISK OF FALLING OBJECTS. CONTRACTORS SHOULD ENSURE THAT COMPONENTS WITHIN THIS DESIGN WITH A MASS IN EXCESS OF 25KG SHOULD BE LIFTED BY
IS NOT PRACTICAL, SURFACES WITH AN EQUIVALENT OR BETTER SLIP RESISTANCE SHOULD BE APPROPRIATE LIFTING DEVICES ARE USED, THAT LOADS ARE PROPERLY SECURED & THAT TWO OR MORE WORKERS OR BY MECHANICAL LIFTING DEVICE. WHERE THIS IS NOT PRACTICAL,
CHOSEN. ACCESS TO AREAS BELOW THE LOAD IS PREVENTED OR RESTRICTED. SUPPLIERS OR FABRICATORS SHOULD BE REQUIRED TO LIMIT THE COMPONENT MASS.
THE OWNER IS RESPONSIBLE FOR THE SELECTION OF SURFACE FINISHES IN THE PEDESTRIAN ALL MATERIAL PACKAGING, BUILDING & MAINTENANCE COMPONENTS SHOULD CLEARLY SHOW
TRAFFICABLE AREAS OF THIS BUILDING. SURFACES SHOULD BE SELECTED IN ACCORDANCE 3. TRAFFIC MANAGEMENT THE TOTAL MASS OF PACKAGES & WHERE PRACTICAL ALL ITEMS SHOULD BE STORED ON
WITH AS HB 197:1999 & AS/NZ 4586:2004. SITE IN A WAY WHICH MINIMISES BENDING BEFORE LIFTING. ADVICE SHOULD BE PROVIDED ON
MAJOR ROAD, NARROW ROAD, OR STEEPLY SLOPING ROAD
PARKING OF VEHICLES OR LOADING/UNLOADING OF VEHICLES ON THIS ROADWAY MAY CAUSE SAFE LIFTING METHODS IN ALL AREAS WHERE LIFTING MAY OCCUR.
STEPS, LOOSE OBJECTS & UNEVEN SURFACES A TRAFFIC HAZARD. DURING CONSTRUCTION, MAINTENANCE OR DEMOLITION OF THIS BUILDING
DUE TO DESIGN RESTRICTIONS FOR THIS BUILDING, STEPS &/OR RAMPS ARE INCLUDED IN THE DESIGNATED PARKING FOR WORKERS & LOADING AREAS SHOULD BE PROVIDED. TRAINED CONSTRUCTION, MAINTENANCE & DEMOLITION OF THIS BUILDING WILL REQUIRE THE USE OF
BUILDING WHICH MAY BE A HAZARD TO WORKERS CARRYING OBJECTS OR OTHERWISE TRAFFIC MANAGEMENT PERSONNEL SHOULD BE RESPONSIBLE FOR THE SUPERVISION OF THESE PORTABLE TOOLS & EQUIPMENT. THESE SHOULD BE FULLY MAINTAINED IN ACCORDANCE WITH
OCCUPIED. STEPS SHOULD BE CLEARLY MARKED WITH BOTH VISUAL & TACTILE WARNINGS AREAS. MANUFACTURER'S SPECIFICATIONS & NOT USED WHERE FAULTY OR ( IN THE CASE OF
DURING CONSTRUCTION, MAINTENANCE, DEMOLITION & AT ALL TIMES WHEN THE BUILDING ELECTRICAL EQUIPMENT ) NOT CARRYING A CURRENT ELECTRICAL SAFETY TAG. ALL SAFETY
OPERATES AS A WORKPLACE. GUARDS OR DEVICES SHOULD BE REGULARLY CHECKED & PERSONAL PROTECTIVE EQUIPMENT
SHOULD BE USED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATION.
AAA Design & Development Pty Ltd No. Description Date Mat Deighton APPROVED Workplace Health and Safety 1 of 2
34/13 Norval Court, MAROOCHYDORE, QLD 4558 14 Orealla Cres, Project number D139-01 Revision
Tel/Fax: (07) 5479 6747 SUNRISE BEACH, QLD 4567 Date 24/08/2022 3951- A114
Mob: 0422 039 247
design Drawn by R.S. A
email: [email protected] Development Pty Ltd PROPOSED DUAL OCCUPANCY For & on behalf of AAA
Design & Development Consulting Checked by D.L.T. Scale @A3 1 : 100
A PRELIMINARY 24/08/2022
Page 17
WORK HEALTH & SAFETY NOTES
THESE WORK HEALTH & SAFETY NOTES MUST BE PROVIDED TO ALL OWNERS, BUILDING CONTRACTORS, SUB-CONTRACTORS, CONSULTANTS, RENOVATORS,
OPERATORS, MAINTENANCE PERSONNEL, DEMOLITION CONTRACTORS, & ALL OTHERS ASSOCIATED WITH PERFORMING WORK ON/OR WITHIN THE BUILDING &
SURROUNDS. THE WORK HEALTH & SAFETY NOTES ARE TO BE FULLY READ & UNDERSTOOD BY ALL PERSONS PRIOR TO COMMENCING ANY WORK.
6. HAZARDOUS SUBSTANCES TIMBER FLOORS 9. OPERATIONAL USE OF BUILDING
THIS BUILDING CONTAINS TIMBER FLOORS WHICH HAVE AN APPLIED FINISH. AREAS WHERE
ASBESTOS IN EXISTING BUILDINGS RESIDENTIAL BUILDINGS
FINISHES ARE APPLIED SHOULD BE KEPT WELL VENTILATED DURING SANDING & APPLICATION,
BUILDING CONSTRUCTED PRIOR TO 1990 & FOR A PERIOD AFTER INSULATION. PERSONAL PROTECTIVE EQUIPMENT MAY ALSO BE WHERE THE BUILDING HAS BEEN DESIGNED AS A RESIDENTIAL BUILDING, & AT A LATER DATE
REQUIRED. THE MANUFACTURER'S RECOMMENDATIONS FOR USE MUST BE CAREFULLY IS USED OR INTENDED AS A WORKPLACE, THE PROVISIONS OF THE WORK HEALTH & SAFETY
IF THIS BUILDING WAS CONSTRUCTED PRIOR TO 1990 & THEREFORE MAY CONTAIN ASBESTOS
CONSIDERED AT ALL TIMES. ACT 2011 OR SUBSEQUENT REPLACEMENT ACT SHOULD BE APPLIED TO THE NEW USE.
EITHER IN CLADDING MATERIAL OR IN FIRE RETARDENT INSULATION MATERIAL. THE BUILDER
SHOULD CHECK &, IF NECESSARY, TAKE APPROPRIATE ACTION BEFORE DEMOLISHING, CUTTING, NON-RESIDENTIAL BUILDINGS - END USE UNKNOWN
SANDING, DRILLING OR OTHERWISE DISTURBING THE EXISTING STRUCTURE.
7. CONFINED SPACES THE BUILDING HAS BEEN DESIGNED TO REQUIREMENTS OF THE CLASSIFICATION IDENTIFIED ON
BUILDING CONSTRUCTED PRIOR TO 1986 THE DRAWINGS. THE SPECIFIC USE OF THE BUILDING IS NOT KNOWN AT THE TIME OF THE
EXCAVATION DESIGN & A FURTHER ASSESSMENT OF THE WORKPLACE HEALTH & SAFETY ISSUES SHOULD
IF THIS BUILDING WAS CONSTRUCTED PRIOR TO 1986 & THEREFORE IS LIKELY TO CONTAIN
CONSTRUCTION OF THIS BUILDING & SOME MAINTENANCE ON THE BUILDING WILL REQUIRE BE UNDERTAKEN AT THE TIME OF FIT-OUT FOR THE END-USER.
ASBESTOS EITHER IN CLADDING MATERIAL OR IN FIRE RETARDENT INSULATION MATERIAL. THE
BUILDER SHOULD CHECK &, IF NECESSARY, TAKE APPROPRIATE ACTION BEFORE DEMOLISHING, EXCAVATION & INSTALLATION OF ITEMS WITHIN EXCAVATIONS. WHERE PRACTICAL, NON-RESIDENTIAL BUILDINGS - END USE KNOWN
CUTTING, SANDING, DRILLING OR OTHERWISE DISTURBING THE EXISTING STRUCTURE. INSTALLATION SHOULD BE CARRIED OUT USING METHODS WHICH DO NOT REQUIRE WORKERS TO
ENTER THE EXCAVATION. WHERE THIS IS NOT PRACTICAL, ADEQUATE SUPPORT FOR THE THIS BUILDING HAS BEEN DESIGNED FOR THE SPECIFIC USE AS IDENTIFIED ON THE DRAWINGS.
POWDERED MATERIALS EXCAVATED AREA SHOULD BE PROVIDED TO PREVENT COLLAPSE. WARNING SIGNS & WHERE A CHANGE OF USE OCCURS AT A LATER DATE A FURTHER ASSESSMENT OF THE
MANY MATERIALS USED IN THE CONSTRUCTION OF THIS BUILDING CAN CAUSE HARM IF BARRIERS TO PREVENT ACCIDENTAL OR UNAUTHORISED ACCESS TO ALL EXCAVATIONS WORKPLACE HEALTH & SAFETY ISSUES SHOULD BE UNDERTAKEN.
INHALED IN POWDERED FORM. PERSONS WORKING ON OR IN THE BUILDING DURING SHOULD BE PROVIDED.
CONSTRUCTION, OPERATIONAL MAINTENANCE OR DEMOLITION SHOULD ENSURE GOOD
VENTILATION & WEAR PERSONAL PROTECTIVE EQUIPMENT INCLUDING PROTECTION AGAINST ENCLOSED SPACES 10. OTHER HIGH RISK ACTIVITY
INHALATION WHILE USING POWDERED MATERIAL OR WHEN SANDING, DRILLING, CUTTING OR ENCLOSED SPACES WITHIN THIS BUILDING MAY PRESENT A RISK TO PERSONS ENTERING FOR
OTHERWISE DISTURBING OR CREATING POWDERED MATERIAL. ALL ELECTRICAL WORK SHOULD BE CARRIED OUT IN ACCORDANCE WITH CODE OF PRACTICE:
CONSTRUCTION, MAINTENANCE OR ANY OTHER PURPOSE. THE DESIGN DOCUMENTATION CALLS MANAGING ELECTRICAL RISKS AT THE WORKPLACE, AS/NZ 3012 & ALL LICENSING
FOR WARNING SIGNS & BARRIERS TO UNAUTHORISED ACCESS. THESE SHOULD BE MAINTAINED
TREATED TIMBER REQUIREMENTS.
THROUGHOUT THE LIFE OF THE BUILDING. WHERE WORKERS ARE REQUIRED TO ENTER
THE DESIGN OF THIS BUILDING INCLUDES PROVISION FOR THE INCLUSION OF TREATED TIMBER ENCLOSED SPACES, AIR TESTING EQUIPMENT & PERSONAL PROTECTIVE EQUIPMENT SHOULD BE ALL WORK USING PLANT SHOULD BE CARRIED OUT IN ACCORDANCE WITH CODE OF PRACTICE:
WITHIN THE STRUCTURE. DUST OR FUMES FROM THIS MATERIAL CAN BE HARMFUL. PERSONS PROVIDED. MANAGING RISKS OF PLANT AT THE WORKPLACE.
WORKING ON OR IN THE BUILDING DURING CONSTRUCTION, OPERATIONAL MAINTENANCE OR
DEMOLITION SHOULD ENSURE GOOD VENTILATION & WEAR PERSONAL PROTECTIVE EQUIPMENT SMALL SPACES
ALL WORK SHOULD BE CARRIED OUT IN ACCORDANCE WITH CODE OF PRACTICE: MANAGING
INCLUDING PROTECTION AGAINST INHALATION OF HARMFUL MATERIAL WHEN SANDING, SOME SMALL SPACES WITHIN THIS BUILDING WILL REQUIRE ACCESS BY CONSTRUCTION OR NOISE & PREVENTING HEARING LOSS AT WORK.
DRILLING, CUTTING OR USING TREATED TIMBER IN ANY WAY THAT MAY CAUSE HARMFUL MAINTENANCE WORKERS. THE DESIGN DOCUMENTATION CALLS FOR WARNING SIGNS &
MATERIAL TO BE RELEASED. DO NOT BURN TREATED TIMBER. BARRIERS TO UNAUTHORISED ACCESS. THESE SHOULD BE MAINTAINED THROUGHOUT THE LIFE DUE TO THE HISTORY OF SERIOUS INCIDENTS IT IS RECOMMENDED THAT PARTICULAR CARE BE
OF THE BUILDING. WHERE WORKERS ARE REQUIRED TO ENTER SMALL SPACES THEY SHOULD
VOLATILE ORGANIC COMPOUNDS EXERCISED WHEN UNDERTAKING WORK INVOLVING STEEL CONSTRUCTION & CONCRETE
BE SCHEDULED SO THAT ACCESS IS FOR SHORT PERIODS. MANUAL LIFTING & OTHER MANUAL PLACEMENT. ALL THE ABOVE APPLIES.
MANY TYPES OF GLUE, SOLVENTS, SPRAY PACKS, PAINTS, VARNISHES & SOME CLEANING ACTIVITY SHOULD BE RESTRICTED IN SMALL SPACES.
MATERIALS HAVE DANGEROUS EMISSIONS. AREAS WHERE THESE ARE USED SHOULD BE KEPT
WELL VENTILATED WHILE THE MATERIAL IS BEING USED & FOR A PERIOD AFTER
INSTALLATION. PERSONAL PROTECTIVE EQUIPMENT MAY ALSO BE REQUIRED. THE 8. PUBLIC ACCESS
MANUFACTURER'S RECOMMENDATIONS FOR USE MUST BE CAREFULLY CONSIDERED AT ALL
TIMES. PUBLIC ACCESS TO CONSTRUCTION & DEMOLITION SITES & TO AREAS UNDER MAINTENANCE
CAUSES RISK TO WORKERS & PUBLIC. WARNING SIGNS & SECURE BARRIERS TO
SYNTHETIC MINERAL FIBRE UNAUTHORISED ACCESS SHOULD BE PROVIDED. WHERE ELECTRICAL INSTALLATIONS,
EXCAVATIONS, PLANT OR LOOSE MATERIALS ARE PRESENT THEY SHOULD BE SECURED WHEN
FIBREGLASS, ROCKWOOL, CERAMIC & OTHER MATERIAL USED FOR THERMAL OR SOUND
NOT FULLY SUPERVISED.
INSULATION MAY CONTAIN SYNTHETIC MINERAL FIBRE WHICH MAY BE HARMFUL IF INHALED OR
IF IT COMES IN CONTACT WITH THE SKIN, EYES OR OTHER SENSITIVE PARTS OF THE BODY.
PERSONAL PROTECTIVE EQUIPMENT INCLUDING PROTECTION AGAINST INHALATION OF HARMFUL
MATERIAL SHOULD BE USED WHEN INSTALLING, REMOVING OR WORKING NEAR BULK
INSULATION MATERIAL.
AAA Design & Development Pty Ltd No. Description Date Mat Deighton APPROVED Workplace Health and Safety 2 of 2
34/13 Norval Court, MAROOCHYDORE, QLD 4558 14 Orealla Cres, Project number D139-01 Revision
Tel/Fax: (07) 5479 6747 SUNRISE BEACH, QLD 4567 Date 24/08/2022 3951- A115
Mob: 0422 039 247
design Drawn by R.S. A
email: [email protected] Development Pty Ltd PROPOSED DUAL OCCUPANCY For & on behalf of AAA
Design & Development Consulting Checked by D.L.T. Scale @A3 1 : 100
A PRELIMINARY 24/08/2022