09/1654 - Preliminary Building Works Assessable Against the Planning Scheme [As Published] · 172009.1654

DEPCASEY
PROPOSED RENOVATION
12 PIPER ST

e .

  

cA BUILDING CODE OF

USFRALIA,
s AUSTRALIAN STANDARDS.
L RELATIVE LEVEL

LHD AUSTRALIAN HEIGHT OATUM

 

ISSUE

DESCRIPTION

NATURAL GROUND LINE

 

A CONCEPT DESIGN

FLOOR SPACE RATIO
CAVITY SLIDING DOR

 

5 WORKING DRAWINGS
c MODIFIED WORKING ORAWINGS - SLAS.

SD #LUM. SLIDING GLASS DOOR
ALUM. SLIDING GLASS.

 

ALUM. DOUBLE HUNG WINDOW
ALUM. AWNING WINDOW

 

ALUM. FIXED GLASS ‘MINDGW
FIXED GLASS

 

DOWNPIPE
FLOOR WASTE.

 

HOT WATER SYSTEM
YACCUUM SYSTEM
AIR CONDITIONING

 

OVER HEAD CUPSO/-RD
LOAD BEARING

 

 

UNDER BENCH OVEN
WALL OVEN

 

so / DISHWASHER

 

 

MICROWAVE
WASHING MACHINE

 

 

WALK-IN-ROBE
BC 10 BE CONFIRMED

 

 

 

 

GENERAL NOTES.

“Do NoT SCALE PLANS, USE WRITTEN DIMENSIONS ONLY. IF IN DOUBT, ASK. -

THE OWNER/BUILDER SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS,
LEVELS, SETBACKS AND SPECIFICATIONS PRIOR RO COMMENCING WORKS OR
ORDERING MATERIALS AND SHALL BE RESPONSIBLE FOR ENSURING THAT

ALL BUILDING WORKS CONFORM 10 THE BUILDING CODE OF AUSTRALIA 2006,

CURRENT AUSTRALIAN STANDARDS, BUILOING REGULATIONS AND TOWN
PLANNING REQUIREMENTS, REPORT ANY DISCREPANCIES TO THIS OFFICE,

ALL WORKS SHALL COMPLY WITH BUT NOT LIMITED TO THE BUILDING CODE OF
AUSTRALIAN AND THE AUSTRALIAN STANOAROS LISTED IN NOTE 4.

AS 1286 - 1994 GLASS IN BUILDINGS - SELECTION AND INSTALLATION
AS 1562 - 1992 DESIGN AND INSTALLATION OF SHEET ROOF AND WALL
CLADDING

AS 1GB4 - 1999 NATIONAL TIMBER FRAMING CODE

AS 2049 - 1992 ROOF TILES

AS 2080 - 1995 INSTALLATION OF ROOF THES

AS 2870 - 1996 RESIDENTIAL SLAB AND FOOTINGS - CONSTRUCTION
ASINZS 2904 - 1995 DAMP-PROOF COURSES AND FLASHINGS

AS 3600 - 1994 CONCRETE STRUCTURES

AS 3660 - 2004 BARRIERS FOR SUBTERRANEAN TERMITES:

AS 3700 - 1996 MASONRY IN BUILDINGS

AS 3740 - 1994 WATERPROOFING OF WET AREAS IN RESIOENTIAL BUILDINGS
AS 3786 - 1993 SMOKE ALARMS

AS 4055 - 1992 WIND LOADINGS FOR HOUSING

AG 4100 - 1996 STEEL STRUCTURES

THESE PLANS SHALL BE READ iN CONJUNCTION WITH ANY SOIL, STRUCTURAL
AND CIVIL ENGINEERING COMPUTIONS AND DRAWINGS,

ALL BUILOINGS SHALL BE PROTECTED AGAINST TERMITE ATTACK IN
ACCORDANCE WITH AS 3660.1 AND A DURABLE NOTICE SHALL BE PLACED IN
THE METER BOX INDICATING TYPE OF BARRIER AND REQUIRED PERIODICAL
INSPECTIONS. . .

SAFETY GLAZING TO BE USED IN THE FOLLOWINGS CASES -

U) ALL ROOMS - WITHIN 500mm VERTICAL OF THE FLOOR

N) BATHROOMS - WITHIN 1500mm VERTICAL OF THE BATH BASE

li} FULLY GLAZED DOORS ~

iv] SHOWER SCREENS

v) WITHIN 300mm OF A DOOR AND <1200mm ABOVE FLOOR LEVEL

vi} WINDOW SIZES AKE NOMINAL ONLY, ACTUAL SIZES WILL YARY

WITH MANUFACTURER, AND ARE 10 BE VERIFIED WITH SAME. FLASHING ALL
ROUND. .

STORMWATER TO BE TAKEN TO ON SITE STORAGE OF PROVIDED, THEN THE

LEGAL POINT OF DISCHARGE AS DETERMINED BY THE RELEVANT AUTHORITY.

TILEO DECKS-OVER LIVABLE AREAS ARE TO BE. IN THE FOLLOWING ORDER
OVER THE FLOOR JOISTS : 19mm COMPRESSED FIBRE CEMENT ‘SHEET, WiTK
ONE LAYER OF PARCHEM EMERPROOF 750 WITH A SECOND LAYER OF SAND
‘SEED WITH A DFT OF 1300 MICRON, INSTALLED TO MANUF. SPECIFICATIONS,
AND FLOOR TILES OVER, ALL CORNERS 10 HAVE 20mm MASTIC SEALANT
UNDER THE PARCHEM EMERPROOF 750. os

FOOTINGS ARE TO BE WHOLLY WITHIN TITLE BOUNDARIES AND ARE NOT TO.

ENCROACH EASEMENTS. IT IS RECOMMENDED THAT WHERE BUILOINGS ARE-

40 BE LOCATED IN CLOSE PROXIMITY OF BOUNDARIES, A CHECK SURVEY BE
CONDUCTED BY A LICENSED SURVEYOR.

ALL STEELWORK iN MASONRY TO BE HOT DIP GALVANISED.

ALL WET AREAS TO COMPLY WITH BCA 3.8.1.2 AND AS 3740, SPLASH BACKS.
SHALL BE IMPERYIOUS FOR 150mm ABOVE SINKS, TROUGHS AND HAND
BASINS WITHIN 75mm OF THE WALL.

PROVIDE WALL TIES AT 600mm SPACINGS BOTH VERTICAL AND HORIZONTAL
AND WITHIN 300mm OF ARTICULATION JOINTS. BRICK TIES TO BE STAINLESS.
STEEL

* SUB-FLOOR VENTILATION. MINIMUM 740Ommisq FOR EXTERNAL WALLS. AND
15COmm/sq FOR INTERNAL WALLS BELOW BEARER.

THERMAL INSULATION 70 BE PROVIDED TO ACHIEVE MINIMUM
REQUIREMENTS AS SPECIFIED BY LICENSED ASSESSOR.

STAIR REQUIREMENTS : MIN. TREAD 240mm, MIN. RISER 1iSmm, MAX. RISER
190mm, SPACE BETWEEN OPEN TREADS MAX. 125mm, TREADS TO BE NON
SLIP SURFACE.

BALUSTRADES : MIN. 10O0mm ABOVE LANDINGS WITH MAX. OPENING OF
425mm AND §N ACCORDANCE WITH BCA 3.9.2 .

FOR STAINLESS STEEL BALUSTRADE, REFER 10 Table 3.9.2.1 (WIRE
BALUSTRADE CONSTRUCTION - REQUIRED WIRE TENSION AMD MAXIMUM
PERMISSIBLE DEFLECTION) OF THE BCA.

THE BUILDER SHALL TAKE ALt STEPS NECESSARY TO ENSURE THE
STABILITY OF EXISTING AND NEW STRUCTURES THROUGH-OUT
CONSTRUCTION. .

@ _DENOTES LOCATION OF SMOKE DETECTORS (refer electrical layout.
plans), JO BE HARD WIRED WITH EMERGENCY BACK-UP AND COMPLY WITH AS
. 3786.

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, BUILOING PRACTICE OR
CONTRACTUAL OBLIGATIONS.

THESE PLANS ARE PROTECTED BY COPY RIGHT AND ARE THE PROPERTY OF
THE AUTHOR.

platinum

veorerty ggour

 

building designers
association of
queensland inc.

IMAGE +
DESIGN

BUILDING DESIGHS

PROPOSED RENOVATION
T2PUPER ST
PEREGIAN BEACH

 

SOOM APOIO pe Het ANOLE eS ote COAT *