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04.1 - Booth Working Drawings 17_03_2021
Attached to the e-mail Operational Works Application OPW21/0120 - DA Form 1, Plans, Civil Plans, Surveyor Plan, Certifier DA.
00011210
G
GENERAL NOTES FLOOR AREAS Bush Fire Requirements:
Noosa Council Bushfire Hazard overlay - Potential Impact Buffer Zone
DO NOT SCALE PLANS, USE WRITTEN DIMENSIONS ONLY. IF IN DOUBT, ASK. Secondary dwelling is within 100m of assessable vegetation BAL
THE OWNER/BUILDER SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS, LEVELS,
SETBACKS AND SPECIFICATIONS PRIOR TO COMMENCING WORKS OR ORDERING Name Area 12.5 is applicable to the Secondary Dwelling
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 Internal 65.0 m²
REQUIREMENTS, REPORT ANY DISCREPANCIES TO THIS OFFICE.
ALL WORKS SHALL COMPLY WITH BUT NOT LIMITED TO THE BUILDING CODE OF Veranda 77.5 m²
AUSTRALIAN AND THE AUSTRALIAN STANDARDS LISTED IN NOTE 4.
AS 1288 - 2006 GLASS IN BUILDINGS - SELECTION AND INSTALLATION Carport 19.1 m²
AS 1562 - 2006 DESIGN AND INSTALLATION OF SHEET ROOF AND WALL CLADDING 89°59'00"
AS 1684 - 2010 NATIONAL TIMBER FRAMING CODE
161.7 m²
(31.000)
AS 2049 - 2002 ROOF TILES SITE DESIGNATED BUSHFIRE PRONE
AS 2050 - 2002 INSTALLATION OF ROOF TILES
A Bushfire Hazard Rating of BAL 12.5 to all "
AS 2870 - 2011 RESIDENTIAL SLAB AND FOOTINGS - CONSTRUCTION
'05
AS/NZS 2904 - 1998 DAMP-PROOF COURSES AND FLASHINGS
elevations applies to this dwelling. Construction °36
AS 3600 - 2010 CONCRETE STRUCTURES 57 .15
7
AS 3660 - 2004 BARRIERS FOR SUBTERRANEAN TERMITES must be in accordance with the relevant parts of 43 EXISTING
AS 3700 - 2011 MASONRY IN BUILDINGS 5" SHED
AS3959-2018. 6'0
AS 3740 - 2010 WATERPROOFING OF WET AREAS IN RESIDENTIAL BUILDINGS
B 7°3
AS 3786 - 2004 SMOKE ALARMS Refer to conditions on permit. T 23 4.301
AS 4055 - 2012 WIND LOADINGS FOR HOUSING
AS 4100 - 2012 STEEL STRUCTURES
EM 5
THESE PLANS SHALL BE READ IN CONJUNCTION WITH ANY SOIL, STRUCTURAL AND
CIVIL ENGINEERING COMPUTIONS AND DRAWINGS.
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.
EXISTING
SHED EXISTING
SAFETY GLAZING TO BE USED IN THE FOLLOWINGS CASES - PATIO
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
343°
v) WITHIN 300mm OF A DOOR AND <1200mm ABOVE FLOOR LEVEL
EXISTING
(27.7
vi) WINDOW SIZES ARE NOMINAL ONLY, ACTUAL SIZES WILL VARY EXISTING
16'2
WITH MANUFACTURER, AND ARE TO BE VERIFIED WITH SAME. FLASHING ALL ROUND. DRIVEWAY HOUSE
67)
0"
STORMWATER TO BE TAKEN TO ON SITE STORAGE OF PROVIDED, THEN THE LEGAL
POINT OF DISCHARGE AS DETERMINED BY THE RELEVANT AUTHORITY. EXISTING
TILED DECKS OVER LIVABLE AREAS ARE TO BE, IN THE FOLLOWING ORDER OVER THE CARPORT
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.
175°40'55"
FOOTINGS ARE TO BE WHOLLY WITHIN TITLE BOUNDARIES AND ARE NOT TO ENCROACH
12 Ponderosa Avenue
86.378
EASEMENTS. IT IS RECOMMENDED THAT WHERE BUILDINGS ARE TO BE LOCATED IN
CLOSE PROXIMITY OF BOUNDARIES, A CHECK SURVEY BE CONDUCTED BY A LICENSED
SURVEYOR. Cooroy
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 Lot 9 RP213046 G 5,000L to be available for
348°3
75mm OF THE WALL. fire-fighting purposes
16.752
PROVIDE WALL TIES AT 600mm SPACINGS BOTH VERTICAL AND HORIZONTAL AND AREA: 4990.68 m² 23,000L RAIN
WITHIN 300mm OF ARTICULATION JOINTS. BRICK TIES TO BE STAINLESS STEEL.
2'05"
SUB-FLOOR VENTILATION MINIMUM 7500mm/sq FOR EXTERNAL WALLS AND
WATER TANK
Property Id: 129129
1500mm/sq FOR INTERNAL WALLS BELOW BEARER. with 50mm brigade fitting
Noosa Planning Zone (2020): Rural Residential to be available for fire- 13.3 m
THERMAL INSULATION TO BE PROVIDED TO ACHIEVE MINIMUM REQUIREMENTS AS fighting purposes PROPOSED
SPECIFIED BY LICENSED ASSESSOR. SECONDARY DWELLING
359°03'40"
STAIR REQUIREMENTS : MIN. TREAD 240mm, MIN. RISER 115mm, MAX. RISER 190mm, INTERNAL AREA 65m2
8.535
SPACE BETWEEN OPEN TREADS MAX. 125mm. TREADS TO BE NON SLIP SURFACE.
BALUSTRADES : MIN. 1000mm ABOVE LANDINGS WITH MAX. OPENING OF 125mm AND 27.8 m
low
IN ACCORDANCE WITH BCA 3.9.2
erf
345°
FOR STAINLESS STEEL BALUSTRADE, REFER TO Table 3.9.2.1 (WIRE BALUSTRADE
storm water ov
CONSTRUCTION - REQUIRED WIRE TENSION AND MAXIMUM PERMISSIBLE
3.22
03'00
DEFLECTION) OF THE BCA.
10.0 m
THE BUILDER SHALL TAKE ALL STEPS NECESSARY TO ENSURE THE STABILITY OF
4
31
EXISTING AND NEW STRUCTURES THROUGH-OUT CONSTRUCTION. "
7°
DENOTES LOCATION OF SMOKE DETECTORS (refer electrical layout plans),
02 4
3.
TO BE HARD WIRED WITH EMERGENCY BACK-UP AND COMPLY WITH AS 3786.
'0
275°00'00"
N
22
0"
PROVIDE LIFT OFF HINGES, OPEN OUT DOOR OR MIN 1200mm CLEARANCE FROM DOOR
TO PAN IN WATER CLOSETS. 289
°01'0 56.617
EXHAUST FANS FROM SANITARY COMPARTMENTS ARE TO BE DUCTED EXTERNALLY 0"
OR TO A VENTED ROOF SPACE IN COMPLIANCE WITH AS 1668.2 3.22
THESE NOTES ARE NEITHER EXHAUSTIVE NOR A SUBSTITUTE FOR REGULATIONS, 4
STATUTORY REQUIREMENTS, BUILDING PRACTICE OR CONTRACTUAL OBLIGATIONS. ROOFWATER DISCHARGE TO:
SURVEYOR TO CONFIRM SETOUT PRIOR TO COMMENCEMENT OF WORKS.
Rainwater Storage Tanks SITE PLAN
SCALE : 1 : 500
THESE PLANS ARE PROTECTED BY COPY RIGHT AND ARE THE PROPERTY OF THE •Stormwater to be discharged so as to not cause
AUTHOR. erosion or nuisance to adjoining properties
•Stormwater system to comply with AS3500 Part 3
•All other details to Local Government Requirements Construction
DRAWING TITLE:
GENERAL NOTES: CLIENT NAME: Daniel Booth
Use written dimensions only. DO NOT scale drawings. Contractors to verify all Site Plan SITE ADDRESS: 12 Ponderosa Avenue, Cooroy
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 Dec 2020 DRAWING No:
A001
ISSUE: G DATE: 17/03/2021 DATE:
details, the accompanying building specification and schedule of finishes.
Ph 0403 191 223 www.natanidesign.com qbcc 1243419 SCALE: As indicatedSHEET SIZE: A3
If in doubt, please request clarification. DO NOT ASSUME.
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