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Attachment A - Rev Proposal Plans
Plans and drawings
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Log in to see the plans as drawn GENERAL NOTES
00
15
DO NOT SCALE PLANS, USE WRITTEN DIMENSIONS ONLY. IF IN DOUBT, ASK. N
THE OWNER/BUILDER SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS, LEVELS, R GL 80
6. oof 43 44880 60 00
SETBACKS AND SPECIFICATIONS PRIOR TO COMMENCING WORKS OR ORDERING 21 R . 6 000 00
00 L 70
MATERIALS AND SHALL BE RESPONSIBLE FOR ENSURING THAT ALL BUILDING WORKS m 49 m oomm
ab .8 pp
CONFORM TO THE NATIONAL CONSTRUCTION CODE OF AUSTRALIA, CURRENT ov 80
AUSTRALIAN STANDARDS, BUILDING REGULATIONS AND TOWN PLANNING e m
ng
REQUIREMENTS, REPORT ANY DISCREPANCIES TO THIS OFFICE. l
ALL WORKS SHALL COMPLY WITH BUT NOT LIMITED TO THE BUILDING CODE OF
5
57
AUSTRALIAN AND THE AUSTRALIAN STANDARDS LISTED IN NOTE 4.
13
AS 1288 - 2006 GLASS IN BUILDINGS - SELECTION AND INSTALLATION
AS 1562 - 2006 DESIGN AND INSTALLATION OF SHEET ROOF AND WALL CLADDING
AS 1684 - 2010 NATIONAL TIMBER FRAMING CODE
AS 2049 - 2002 ROOF TILES
AS 2050 - 2002 INSTALLATION OF ROOF TILES
AS 2870 - 2011 RESIDENTIAL SLAB AND FOOTINGS - CONSTRUCTION
AS/NZS 2904 - 1998 DAMP-PROOF COURSES AND FLASHINGS
AS 3600 - 2010 CONCRETE STRUCTURES
'
00
O
AS 3660 - 2004 BARRIERS FOR SUBTERRANEAN TERMITES NGL 43.800m u
3°
Li tdo
5
Roof RL 49.330m
7
22
AS 3700 - 2011 MASONRY IN BUILDINGS
.0
5.530m above ngl vi o
15
AS 3740 - 2010 WATERPROOFING OF WET AREAS IN RESIDENTIAL BUILDINGS ng r 13
AS 3786 - 2004 SMOKE ALARMS 4. 3°
AS 4055 - 2012 WIND LOADINGS FOR HOUSING 5m Po
o Ki
35
.5
00
' NGL 43.380m
N
AS 4100 - 2012 STEEL STRUCTURES x l 1 0
THESE PLANS SHALL BE READ IN CONJUNCTION WITH ANY SOIL, STRUCTURAL AND 2.
5m tc Roof RL 49.880m
CIVIL ENGINEERING COMPUTIONS AND DRAWINGS. he 6.500m above ngl
Di n
ALL BUILDINGS SHALL BE PROTECTED AGAINST TERMITE ATTACK IN ACCORDANCE ni
00
10
WITH AS 3660.1 AND A DURABLE NOTICE SHALL BE PLACED IN THE METER BOX ng
INDICATING TYPE OF BARRIER AND REQUIRED PERIODICAL INSPECTIONS. 60
00 proposed roof line
om
p
SAFETY GLAZING TO BE USED IN THE FOLLOWINGS CASES - Li
i) ALL ROOMS - WITHIN 500mm VERTICAL OF THE FLOOR 69 vi
ii) BATHROOMS - WITHIN 1500mm VERTICAL OF THE BATH BASE
00
ng
iii) FULLY GLAZED DOORS
p
om
iv) SHOWER SCREENS
0
90
v) WITHIN 300mm OF A DOOR AND <1200mm ABOVE FLOOR LEVEL
en
00
vi) WINDOW SIZES ARE NOMINAL ONLY, ACTUAL SIZES WILL VARY
15
s
WITH MANUFACTURER, AND ARE TO BE VERIFIED WITH SAME. FLASHING ALL ROUND.
00
STORMWATER TO BE TAKEN TO ON SITE STORAGE OF PROVIDED, THEN THE LEGAL
15
POINT OF DISCHARGE AS DETERMINED BY THE RELEVANT AUTHORITY.
31 M
TILED DECKS OVER LIVABLE AREAS ARE TO BE, IN THE FOLLOWING ORDER OVER THE a 38
3
Su ste
p
82
om
FLOOR JOISTS : 19mm COMPRESSED FIBRE CEMENT SHEET, WITH ONE LAYER OF 35 °00 (e
it r
0
' xis
.5 G
90
PARCHEM EMERPROOF 750 WITH A SECOND LAYER OF SAND SEED WITH A DFT OF tin
1300 MICRON, INSTALLED TO MANUF. SPECIFICATIONS, AND FLOOR TILES OVER, ALL
10 ue g) 43.900 m
CORNERS TO HAVE 20mm MASTIC SEALANT UNDER THE PARCHEM EMERPROOF 750. st
FOOTINGS ARE TO BE WHOLLY WITHIN TITLE BOUNDARIES AND ARE NOT TO ENCROACH 1 Te
EASEMENTS. IT IS RECOMMENDED THAT WHERE BUILDINGS ARE TO BE LOCATED IN NGL 43.600m
ba rr
CLOSE PROXIMITY OF BOUNDARIES, A CHECK SURVEY BE CONDUCTED BY A LICENSED Roof RL 49.330m
th ac roof line of existing
SURVEYOR. 5.730m above ngl e high set house
ALL STEELWORK IN MASONRY TO BE HOT DIP GALVANISED. N
ALL WET AREAS TO COMPLY WITH BCA 3.8.1.2 AND AS 3740. SPLASH BACKS SHALL R GL
proposed roof line G 6. oof 43
BE IMPERVIOUS FOR 150mm ABOVE SINKS, TROUGHS AND HAND BASINS WITHIN ue 10 R . 0
15 00'
0m L 30
75mm OF THE WALL. st ab 49. m
°
75
43
2 ov 13
H ET
PROVIDE WALL TIES AT 600mm SPACINGS BOTH VERTICAL AND HORIZONTAL AND
00
.0
e 0m
15
WITHIN 300mm OF ARTICULATION JOINTS. BRICK TIES TO BE STAINLESS STEEL. ng
roof line of existing l
48 AC RE
SUB-FLOOR VENTILATION MINIMUM 7500mm/sq FOR EXTERNAL WALLS AND high set house
1500mm/sq FOR INTERNAL WALLS BELOW BEARER.
RP BE ST
p
om
THERMAL INSULATION TO BE PROVIDED TO ACHIEVE MINIMUM REQUIREMENTS AS
0
t 2 IN ON
N
90
1
SPECIFIED BY LICENSED ASSESSOR. R GL
11
STAIR REQUIREMENTS : MIN. TREAD 240mm, MIN. RISER 115mm, MAX. RISER 190mm, 5. oof 43
98 R . 2 Dr
iv
Lo SH US
SPACE BETWEEN OPEN TREADS MAX. 125mm. TREADS TO BE NON SLIP SURFACE. 0m L 00
E
BALUSTRADES : MIN. 1000mm ABOVE LANDINGS WITH MAX. OPENING OF 125mm AND ab 49. m
ov 18
ew
²
m
IN ACCORDANCE WITH BCA 3.9.2 37 e 0m ay
N G
62 ng
73
46
FOR STAINLESS STEEL BALUSTRADE, REFER TO Table 3.9.2.1 (WIRE BALUSTRADE l
SU ER
(e
5.
xis
3
21
53
CONSTRUCTION - REQUIRED WIRE TENSION AND MAXIMUM PERMISSIBLE 46 tin
8
14
DEFLECTION) OF THE BCA. 00 g)
F
SITE PLAN om
:
:
THE BUILDER SHALL TAKE ALL STEPS NECESSARY TO ENSURE THE STABILITY OF
EA
Id
p
29
ty
EXISTING AND NEW STRUCTURES THROUGH-OUT CONSTRUCTION.
AR
er
DENOTES LOCATION OF SMOKE DETECTORS (refer electrical layout plans), SCALE : 1 : 200
op
TO BE HARD WIRED WITH EMERGENCY BACK-UP AND COMPLY WITH AS 3786.
Pr
PROVIDE LIFT OFF HINGES, OPEN OUT DOOR OR MIN 1200mm CLEARANCE FROM DOOR
TO PAN IN WATER CLOSETS.
EXHAUST FANS FROM SANITARY COMPARTMENTS ARE TO BE DUCTED EXTERNALLY
OR TO A VENTED ROOF SPACE IN COMPLIANCE WITH AS 1668.2
THESE NOTES ARE NEITHER EXHAUSTIVE NOR A SUBSTITUTE FOR REGULATIONS,
STATUTORY REQUIREMENTS, BUILDING PRACTICE OR CONTRACTUAL OBLIGATIONS.
SURVEYOR TO CONFIRM SETOUT PRIOR TO COMMENCEMENT OF WORKS.
THESE PLANS ARE PROTECTED BY COPY RIGHT AND ARE THE PROPERTY OF THE
AUTHOR.
Preliminary
DRAWING TITLE:
GENERAL NOTES: CLIENT NAME: Brian Ross
Use written dimensions only. DO NOT scale drawings. Contractors to verify all Site Plan SITE ADDRESS: 29 Ferguson Street, Sunshine Beach
dimensions and levels on site prior to commencing works and shop drawings.
Site location is Category N3 or to engineer's requirements.
These drawings are to be read in conjunction with engineer's design and Aug 2020 DRAWING No:
A000
ISSUE: W DATE: 11/03/2021 DATE:
details, the accompanying building specification and schedule of finishes.
Ph 0403 191 223 www.natanidesign.com qbcc 1243419 SCALE: 1 : 200 SHEET SIZE: A3
If in doubt, please request clarification. DO NOT ASSUME.
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