CLIENT: GENERAL NOTES DO NOT SCALE PLANS, USE WRITTEN DIMENSIONS ONLY. THE OWNER/BUILDER SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS, LEVELS, SETBACKS AND SPECIFICATIONS PRIOR TO COMMENCING WORKS OR ORDERING MATERIALS AND SHALL BE RESPONSIBLE FOR ENSURING THAT ALL BUILDING WORKS CONFORM TO THE BUILDING CODE OF AUSTRALIA 2006, CURRENT AUSTRALIAN STANDARDS, BUILDING REGULATIONS AND TOWN PLANNING REQUIREMENTS, REPORT ANY DISCREPANCIES TO BLUEWATER BUILDING DESIGNS . ALL WORKS SHALL COMPLY WITH BUT NOT LIMITED TO THE BUILDING CODE OF AUSTRALIAN AND THE AUSTRALIAN STANDARDS. AS 1288 - 2006 GLASS IN BUILDINGS - SELECTION AND INSTALLATION AS 1562 - 1992 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 - 1996 RESIDENTIAL SLAB AND FOOTINGS - CONSTRUCTION AS/NZS 2904 - 1995 DAMP - PROOF COURSES AND FLASHINGS AS 3600 - 2000 CONCRETE STRUCTURES AS 3660 - 2000 BARRIERS FOR SUBTERRANEAN TERMITES AS 3700 - 2001 MASONRY IN BUILDINGS AS 3740 - 2004 WATERPROOFING OF WET AREAS IN RESIDENTIAL BUILDINGS AS 3786 - 1993 SMOKE ALARMS AS 4055 - 2006 WIND LOADINGS FOR HOUSING AS 4100 - 1998 STEEL STRUCTURES THESE PLANS SHALL BE READ IN CONJUNCTION WITH ANY STRUCTURAL AND CIVIL ENGINEERING COMPUTIONS AND DRAWINGS. SOIL CLASSIFICATION - REFER TO STRUCTURAL ENGINEERS SOIL TEST. ALL BUILDINGS 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 - i) ALL ROOMS - WITHIN 500mm VERTICAL OF THE FLOOR ii) BATHROOMS - WITHIN 1500mm VERTICAL OF THE BATH BASE iii) FULLY GLAZED DOORS iv) SHOWER SCREENS v) WITHIN 300mm OF A DOOR AND <1200mm ABOVE FLOOR LEVEL vi) WINDOW SIZES ARE NOMINAL ONLY, ACTUAL SIZES WILL VARY WITH MANUFACTURER, FLASHING ALL ROUND. ALL GUTTERS TO BE QUAD GUTTERING WITH MIN. 100x75 RECTANGULAR OR 100 dia. DOWNPIPES, EACH DOWNPIPE SHALL SERVICE A MAXIMUM ROOF AREA OF 36sq.m OR SHALL BE POSITIONED AS PER AS 3500.3, 2003, SECTION 3. STORMWATER TO BE TAKEN TO THE LEGAL POINT OF DISCHARGE AS DETERMINED BY THE RELEVANT AUTHORITY. TILED DECKS OVER LIVABLE AREAS ARE TO BE IN THE FOLLOWING ORDER OVER THE FLOOR JOISTS : 19mm COMPRESSED FIBRE CEMENT SHEET, WITH 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 TO HAVE 20mm MASTIC SEALANT UNDER THE PARCHEM EMERPROOF 750. FOOTINGS NOT TO ENCROACH TITLE BOUNDARIES OR EASEMENTS. IT IS RECOMMENDED THAT WHERE BUILDINGS ARE TO BE LOCATED IN CLOSE PROXIMITY OF BUNDARIES, 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 IMPERVIOUS 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 7500mm sq FOR EXTERNAL WALLS AND 1500mm sq FOR INTERNAL WALLS BELOW BEARER. THERMAL INSULATION; R2.5 BATTS TO CEILING AND R1.5 BATTS AND REFLECTIVE FOIL TO EXTERNAL WALLS OR AS PER ENERGY RATING. STAIR REQUIREMENTS: MIN. TREAD 240mm, MIN. RISER 115mm, MAX. RISER 190mm, SPACE BETWEEN OPEN TREADS MAX. 125mm. TREADS TO BE NON SLIP SURFACE. BALUSTRADES : MIN. 1000mm ABOVE LANDINGS WITH MAX. OPENING OF 125mm AND IN ACCORDANCE WITH BCA 3.9.2. FOR STAINLESS STEEL BALUSTRADE, REFER TO Table 3.9.2.1 (WIRE BALUSTRADE CONSTRUCTION - REQUIRED WIRE TENSION AMD MAXIMUM PERMISSIBLE DEFLECTION) OF THE BCA. THE BUILDER SHALL TAKE ALL STEPS NECESSARY TO ENSURE THE STABILITY OF EXISTING AND NEW STRUCTURES THROUGH - OUT CONSTRUCTION. SITE DETAILS: JOB No: ISSUE: BLUEWATER BUILDING DESIGNS BLUEWATER BUILDING DESIGNS BLUEWATER BUILDING DESIGNS BLUEWATER BUILDING DESIGNS AREA PROPERTY DETAILS S.P. NUMBER PARISH COUNTY LOT PHONE : 0410 648 059 ABN : 25 367 288 616 QBSA LIC. 1212800 EMAIL : [email protected]Bluewater Template | Version 20.1.2 LOT 7 SIREC WAY BURLEIGH HEADS A Sheet List Sheet Name Sheet Number Cover Sheet 000 Perspectives 001 Site Plan 100 Floor Plan - UNIT 1 200 Elevations - UNIT 1 201 Internal Elevations 401 Floor Plan - UNIT 2 1000 Elevations - UNIT 2 1001 UNIT 1 UNIT 2 UNIT 1
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Sheet Name Sheet UNIT 1 Number - Custom Land Group
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CLIENT:
GENERAL NOTES
DO NOT SCALE PLANS, USE WRITTEN DIMENSIONS ONLY.
THE OWNER/BUILDER SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS, LEVELS, SETBACKS
AND SPECIFICATIONS PRIOR TO COMMENCING WORKS OR ORDERING MATERIALS AND SHALL BE
RESPONSIBLE FOR ENSURING THAT ALL BUILDING WORKS CONFORM TO THE BUILDING CODE OF
AUSTRALIA 2006, CURRENT AUSTRALIAN STANDARDS, BUILDING REGULATIONS AND TOWN
PLANNING REQUIREMENTS, REPORT ANY DISCREPANCIES TO BLUEWATER BUILDING DESIGNS.
ALL WORKS SHALL COMPLY WITH BUT NOT LIMITED TO THE BUILDING CODE OF AUSTRALIAN AND
THE AUSTRALIAN STANDARDS.
AS 1288 - 2006 GLASS IN BUILDINGS - SELECTION AND INSTALLATION
AS 1562 - 1992 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 - 1996 RESIDENTIAL SLAB AND FOOTINGS - CONSTRUCTION
AS/NZS 2904 - 1995 DAMP-PROOF COURSES AND FLASHINGS
AS 3600 - 2000 CONCRETE STRUCTURES
AS 3660 - 2000 BARRIERS FOR SUBTERRANEAN TERMITES
AS 3700 - 2001 MASONRY IN BUILDINGS
AS 3740 - 2004 WATERPROOFING OF WET AREAS IN RESIDENTIAL BUILDINGS
AS 3786 - 1993 SMOKE ALARMS
AS 4055 - 2006 WIND LOADINGS FOR HOUSING
AS 4100 - 1998 STEEL STRUCTURES
THESE PLANS SHALL BE READ IN CONJUNCTION WITH ANY STRUCTURAL AND CIVIL ENGINEERING
COMPUTIONS AND DRAWINGS.
SOIL CLASSIFICATION - REFER TO STRUCTURAL ENGINEERS SOIL TEST.
ALL BUILDINGS 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 -
i) ALL ROOMS - WITHIN 500mm VERTICAL OF THE FLOOR
ii) BATHROOMS - WITHIN 1500mm VERTICAL OF THE BATH BASE
iii) FULLY GLAZED DOORS
iv) SHOWER SCREENS
v) WITHIN 300mm OF A DOOR AND <1200mm ABOVE FLOOR LEVEL
vi) WINDOW SIZES ARE NOMINAL ONLY, ACTUAL SIZES WILL VARY
WITH MANUFACTURER, FLASHING ALL ROUND.
ALL GUTTERS TO BE QUAD GUTTERING WITH MIN. 100x75 RECTANGULAR OR 100 dia. DOWNPIPES,
EACH DOWNPIPE SHALL SERVICE A MAXIMUM ROOF AREA OF 36sq.m OR SHALL BE POSITIONED
AS PER AS 3500.3, 2003, SECTION 3. STORMWATER TO BE TAKEN TO THE LEGAL POINT OF
DISCHARGE AS DETERMINED BY THE RELEVANT AUTHORITY.
TILED DECKS OVER LIVABLE AREAS ARE TO BE IN THE FOLLOWING ORDER OVER THE FLOOR
JOISTS : 19mm COMPRESSED FIBRE CEMENT SHEET, WITH 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 TO HAVE 20mm MASTIC SEALANT
UNDER THE PARCHEM EMERPROOF 750.
FOOTINGS NOT TO ENCROACH TITLE BOUNDARIES OR EASEMENTS. IT IS RECOMMENDED THAT
WHERE BUILDINGS ARE TO BE LOCATED IN CLOSE PROXIMITY OF BUNDARIES, 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
IMPERVIOUS 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 7500mm sq FOR EXTERNAL WALLS AND 1500mm sq FOR
INTERNAL WALLS BELOW BEARER. THERMAL INSULATION; R2.5 BATTS TO CEILING AND R1.5
BATTS AND REFLECTIVE FOIL TO EXTERNAL WALLS OR AS PER ENERGY RATING.
STAIR REQUIREMENTS: MIN. TREAD 240mm, MIN. RISER 115mm, MAX. RISER 190mm, SPACE
BETWEEN OPEN TREADS MAX. 125mm. TREADS TO BE NON SLIP SURFACE. BALUSTRADES : MIN.
1000mm ABOVE LANDINGS WITH MAX. OPENING OF 125mm AND IN ACCORDANCE WITH BCA 3.9.2.
FOR STAINLESS STEEL BALUSTRADE, REFER TO Table 3.9.2.1 (WIRE BALUSTRADE
CONSTRUCTION - REQUIRED WIRE TENSION AMD MAXIMUM PERMISSIBLE DEFLECTION) OF THE
BCA.
THE BUILDER SHALL TAKE ALL STEPS NECESSARY TO ENSURE THE STABILITY OF EXISTING AND
NEW STRUCTURES THROUGH-OUT CONSTRUCTION.
SITE DETAILS:
JOB No: ISSUE:
BLUEWATER BUILDING DESIGNSBLUEWATER BUILDING DESIGNSBLUEWATER BUILDING DESIGNSBLUEWATER BUILDING DESIGNS
Use figured dimensions at all times. Refer enquiries to STROUD HOMES.All dimensions to be verified on site prior to construction. All work to comply with Local
Authority regulations & BCA.All drawings copyright to STROUD HOMES.
Use figured dimensions at all times. Refer enquiries to STROUD HOMES.All dimensions to be verified on site prior to construction. All work to comply with Local
Authority regulations & BCA.All drawings copyright to STROUD HOMES.
JDM
QBSA LIC. 1212800
A3A3A3A3
1 : 200
LOT 7 SIREC WAY BURLEIGH HEADS
UNIT 1
Site Plan
4.2.20
100 A
PRELIMINARY4.2.20
EAST
WEST
SUMMERBREEZES
PMN
E-
SE
WINTERSUNAM
SUMMERSUN
AM
SU
MM
ER
BR
EE
ZES
AM
S-
SE
SUMMER STORMS
WINTER WINDS W- SWSUMMER
SUN
PM W
INT
ER
SU
NP
M
SOUTH
TRUE NORTH
M.G
.A.
LOT AREA =
HOUSE FOOTPRINT =
SITE COVERAGE = 32%
448m²
1393m²
GL = 00.00
CUT = <000mm
FILL = <000mm
FL = REFER TO ENGINEERS
1. EARTHWORKSa) Cut and fill indicated on plan may vary at construction stage and builder is to verify and adjust as required.b) Any variation at construction stageis to comply with Council policy on earthworks/drainage for residential sites.c) Site works indicated on this plan are for construction purposes only.2. RETAINING WALLSa) All retaining walls are to comply with Council policy on retaining walls and embankments on residential building sites.b) Position of retaining wall may vary and must be verified by builder prior to commencement.c) Any variation at construction stage to comply with Council policy.3. CONTOURS AND LEVELSa) Contours and levels shown on plan are taken from levels supplied by contour surveyor and no responsibility is taken for accuracy or cut and fill levels.
NOTE:STORMWATER DRAINAGE CALCULATED FOR BUILDING ROOF AREAS AND/OR PAVED AREAS SHOWN ON THIS PROPOSED DEVELOPMENT ONLY AND MAY NOT BE ADEQUATE FOR ANY SUBSEQUENT ROOF OR PAVED AREAS.
MIN 100x75 DOWNPIPES ( EACH TO DRAIN MAX 40.00m sq. ROOF AREA) DISCHARING INTO 100mm sq. S/W DRAINAGE PIPEWORK (EACH RUN CARRYING MAX CAPACITY OF 8 litres/sec) MIN GRADE TO RUBBLE PITS ON SITE TO BE 1%
NOTE:
ALL FENCING, RETAINING WALLS,
LANDSCAPING & COVENANT
APPROVAL BY OWNER.
REFER TO BUILDERS SPECIFICATION
FOR DETAILS
BAL 12.5 BUSH FIRE REQUIREMENTS
• VENTS AND WEEPHOLES TO BE SCREENED WITH MESH AT A 2mm APERTURE
• FLYSCREENS TO BE METAL WITH A 2mm APERTURE
• WINDOW GLAZING LESS THAN 400mm FROM GROUND TO HAVE 4mm SAFETY GLASS
• EXTERNAL TIMBER DOORS TO BE SOLID CORE OF 35mm min. THICKNESS. GLAZING IN DOORS TO BE 4mm SAFETY GLASS. WEATHER STRIPS TO BE FITTED TO THE BOTTOM OF DOOR
• PANEL LIFT GARAGE DOORS TO BE FITTED WITH WEATHER STRIPS
• ALL ROOF TYPES TO BE SEALED TO PREVENT OPENING S OF 3mm. ALL ROOF OPENINGS TO HAVE EMBER GUARDS
• TILED AND COLORBOND ROOFS TO BE FULLY SARKED
• EAVE VENTS TO HAVE EMBER GUARDS WITH A 2mm APERTURE
Use figured dimensions at all times. Refer enquiries to STROUD HOMES.All dimensions to be verified on site prior to construction. All work to comply with Local
Authority regulations & BCA.All drawings copyright to STROUD HOMES.
Use figured dimensions at all times. Refer enquiries to STROUD HOMES.All dimensions to be verified on site prior to construction. All work to comply with Local
Authority regulations & BCA.All drawings copyright to STROUD HOMES.
Use figured dimensions at all times. Refer enquiries to STROUD HOMES.All dimensions to be verified on site prior to construction. All work to comply with Local
Authority regulations & BCA.All drawings copyright to STROUD HOMES.
JDM
QBSA LIC. 1212800
A3A3A3A3
1 : 100
LOT 7 SIREC WAY BURLEIGH HEADS
UNIT 1
Electrical Plan
4.2.20
300 A
PRELIMINARY4.2.20
Electrical FixturesDescription Count
2 - Way Light Switch 1
2 Bulb & Sensor Spot Light 1
Ceiling Fan 5
Data Point 1
Double Fluroesent 1
Double Power Outlet 14
Double Power Outlet w/ USB 1
Downlight w/ energy efficient bulb 29
Exhaust Fan 2
External Bunker Wall Light 2
Meter Box 1
Seperate Sensor 1
Single Power Outlet 4
Smoke Alarm 6
Telephone Outlet 1
TV Outlet 1
Two Globe Heat Lamp & Exhaust Fan 2
Weatherproof Double Power Outlet 1
S
ELECTRICAL LEGEND
DOWNLIGHT w/ ENERGY EFFICIENT BULBS
DOUBLE FLUORESCENT
OYSTER LIGHT
POWER OUTLETS
TELEVISION OUTLET
EXHAUST FAN
WEATHERPROOF POWER OUTLETS
TELEPHONE OUTLET
SMOKE ALARM
CEILING FAN
EXTERNAL BUNKER WALL LIGHT
TWO GLOBE HEAT LAMP & EXHAUST FAN
GAS METER
SEPERATE SENSOR
EXTERNAL 2 BULB & SENSOR SPOT LIGHT
REVERSE CYCLE AIR CONDITIONER
LIGHT SWITCHES TO BE 1150 ABOVE FFL.WALL LIGHTS TO BE 1800 ABOVE FFL.
POWER POINTS TO BE 300 ABOVE FFL.UNLESS STATED OTHERWISE.
Use figured dimensions at all times. Refer enquiries to STROUD HOMES.All dimensions to be verified on site prior to construction. All work to comply with Local
Authority regulations & BCA.All drawings copyright to STROUD HOMES.
Use figured dimensions at all times. Refer enquiries to STROUD HOMES.All dimensions to be verified on site prior to construction. All work to comply with Local
Authority regulations & BCA.All drawings copyright to STROUD HOMES.