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Attachment A - 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. 85
29 80
THE OWNER/BUILDER SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS, LEVELS, 05 60
SETBACKS AND SPECIFICATIONS PRIOR TO COMMENCING WORKS OR ORDERING 00
MATERIALS AND SHALL BE RESPONSIBLE FOR ENSURING THAT ALL BUILDING WORKS
CONFORM TO THE NATIONAL CONSTRUCTION CODE OF AUSTRALIA, CURRENT
AUSTRALIAN STANDARDS, BUILDING REGULATIONS AND TOWN PLANNING
REQUIREMENTS, REPORT ANY DISCREPANCIES TO THIS OFFICE.
5
07
ALL WORKS SHALL COMPLY WITH BUT NOT LIMITED TO THE BUILDING CODE OF
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AUSTRALIAN AND THE AUSTRALIAN STANDARDS LISTED IN NOTE 4.
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
00
15
AS 3600 - 2010 CONCRETE STRUCTURES
'
15 °00
O
AS 3660 - 2004 BARRIERS FOR SUBTERRANEAN TERMITES u
Li tdo
75
3
22
AS 3700 - 2011 MASONRY IN BUILDINGS
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vi o
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 Li
35
.5
00
' N
AS 4100 - 2012 STEEL STRUCTURES x l vi Ki 1 0
2. ng
THESE PLANS SHALL BE READ IN CONJUNCTION WITH ANY SOIL, STRUCTURAL AND 5m tc
CIVIL ENGINEERING COMPUTIONS AND DRAWINGS. he
ALL BUILDINGS SHALL BE PROTECTED AGAINST TERMITE ATTACK IN ACCORDANCE n
WITH AS 3660.1 AND A DURABLE NOTICE SHALL BE PLACED IN THE METER BOX
INDICATING TYPE OF BARRIER AND REQUIRED PERIODICAL INSPECTIONS. Di
41
ni
ng Ou
39 proposed roof line
SAFETY GLAZING TO BE USED IN THE FOLLOWINGS CASES - Da De di tdo
i) ALL ROOMS - WITHIN 500mm VERTICAL OF THE FLOOR 69 y ck ni o
ii) BATHROOMS - WITHIN 1500mm VERTICAL OF THE BATH BASE
00 be ng r
iii) FULLY GLAZED DOORS d
iv) SHOWER SCREENS M
v) WITHIN 300mm OF A DOOR AND <1200mm ABOVE FLOOR LEVEL ed
ia en
00
vi) WINDOW SIZES ARE NOMINAL ONLY, ACTUAL SIZES WILL VARY
0
15
s
90
WITH MANUFACTURER, AND ARE TO BE VERIFIED WITH SAME. FLASHING ALL ROUND. 60
0
00
90
STORMWATER TO BE TAKEN TO ON SITE STORAGE OF PROVIDED, THEN THE LEGAL 00
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
Su ste
3 31
FLOOR JOISTS : 19mm COMPRESSED FIBRE CEMENT SHEET, WITH ONE LAYER OF 35 °00 35
PARCHEM EMERPROOF 750 WITH A SECOND LAYER OF SAND SEED WITH A DFT OF .5
10
' G it r
1300 MICRON, INSTALLED TO MANUF. SPECIFICATIONS, AND FLOOR TILES OVER, ALL ue
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
ba rr
CLOSE PROXIMITY OF BOUNDARIES, A CHECK SURVEY BE CONDUCTED BY A LICENSED
th ac
SURVEYOR. e
ALL STEELWORK IN MASONRY TO BE HOT DIP GALVANISED. roof line of existing
ALL WET AREAS TO COMPLY WITH BCA 3.8.1.2 AND AS 3740. SPLASH BACKS SHALL high set house
proposed roof line G
BE IMPERVIOUS FOR 150mm ABOVE SINKS, TROUGHS AND HAND BASINS WITHIN ue
15 00'
75mm OF THE WALL. st
°
75
43
2
H ET
PROVIDE WALL TIES AT 600mm SPACINGS BOTH VERTICAL AND HORIZONTAL AND
00
.0
15
WITHIN 300mm OF ARTICULATION JOINTS. BRICK TIES TO BE STAINLESS STEEL.
roof line of existing
48 AC RE
SUB-FLOOR VENTILATION MINIMUM 7500mm/sq FOR EXTERNAL WALLS AND
0
high set house
90
1500mm/sq FOR INTERNAL WALLS BELOW BEARER.
RP BE ST
THERMAL INSULATION TO BE PROVIDED TO ACHIEVE MINIMUM REQUIREMENTS AS
t 2 IN ON
1
SPECIFIED BY LICENSED ASSESSOR.
11
STAIR REQUIREMENTS : MIN. TREAD 240mm, MIN. RISER 115mm, MAX. RISER 190mm, Dr
iv
Lo SH US
SPACE BETWEEN OPEN TREADS MAX. 125mm. TREADS TO BE NON SLIP SURFACE.
E
BALUSTRADES : MIN. 1000mm ABOVE LANDINGS WITH MAX. OPENING OF 125mm AND ew
²
m
IN ACCORDANCE WITH BCA 3.9.2 ay
N G
73
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FOR STAINLESS STEEL BALUSTRADE, REFER TO Table 3.9.2.1 (WIRE BALUSTRADE
SU ER
5.
3
21
53
CONSTRUCTION - REQUIRED WIRE TENSION AND MAXIMUM PERMISSIBLE
8
14
DEFLECTION) OF THE BCA. 66 35
F
SITE PLAN
00 39
:
:
THE BUILDER SHALL TAKE ALL STEPS NECESSARY TO ENSURE THE STABILITY OF
EA
Id
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: R DATE: 24/11/2020 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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