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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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Page 2
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WATERPROOFING TO WET AREAS
Where there is no shower door the floor within
1500mm of the shower rose must be fully
waterproofed and fall minimum 1:80 to a floor waste.
Waterproofing to comply with AS3740-2010.
A
A301
G
Note:
all roof water will be directed into 23,000L
rain water tank
DP DP DP
600
HT
Veranda
3000
3000
TILES
NOTE
G D02 External doors:
50mm
no step - ramp down
sl. door w/ insect screens
W03 W04 HT
DP L L
90
90
1.575 x 0.6 x 2.06h
G Pantry ov
security screendoor external
phone bench
glass cabinet
A/C
servery
Kitchen
2920 living
23,000L
2520
W05
Rainwater Tank Living Dining
9190
gas bottles VINYL
PLANKS
VINYL
CH 2700
S
PLANKS
S ref
bins D01 TV
o/head
m/w appl
600 90
920 D
c'brds L'dry
Robe
6190
6190
90
90 660 90
920 D
520 D
Carport W02
linen
w/m
tub
S HT
ldry
sliding doors
690 x 650d
CONCRETE L S
1020 CSD
Patio
3000 bed 1
sliding doors
90 1010
CH 2700
2800 bed 2
Robe
CH 2700
Bed 1 Bed 2
2250 bath
TILES
VINYL Bath VINYL
PLANKS PLANKS
W01 TILES
1150
NOTE:
L
1. Emergency lift off hinges to all wc's. CH 2700
2. Mechancial ventilation to all Bathrooms and Ensuites.
3. All demolished material including rubble, all tree parts and building products to be removed
90
90
from site and disposed of in accordance with local authorities. DP W08 W07 W06
600
5. All workmanship and material to be in accordance with the latest building regulations and
HT
DP L L DP DP
relevant codes and standards including amendments and to manufacturer's specifications. 90 90
6. Check rwp requirements for each region, as shown are suggested only. 1100 510 1450 ldry
7. Builder to ensure all plans are in compliance with Australian Standards and Building Codes.
8. Provide Safety Glass to bathrooms and other areas where required.
1990 1250
9. Pipe all stormwater from roof to Rainwater tank.
10. Smoke alarms to be hard wired in accodance with relevant codes and standards. 90 3300 robe 600 90 3240 bath 90 3000 bed 2 90
600 3090 10500 4000 600
KEY CSR COLORBOND
SHEET ROOF
HT HOSE TAP
SW STORM WATER Set down floor construction to wet areas
N
FG FLOOR GULLY S SMOKE ALARM
GROUND FLOOR PLAN to provide tiled floor finished flush with
adjoining floor, fall to waste, drop shower,
allow for shower grate
SCALE : 1 : 100
HW HOT WATER
DOWN PIPE
DP
F FRIDGE
D DOOR
FLAT ROOF
CSD CAVITY SLIDING DOOR FLR
CLIP LOCK OR
W WINDOW SIMILAR
PD PLUMBING DUCT
RH RAIN HEAD FALL DIRECTION
Construction
SP SPITTER A/C AIR-CONDITIONER
UNIT
DRAWING TITLE:
GENERAL NOTES: CLIENT NAME: Daniel Booth
Use written dimensions only. DO NOT scale drawings. Contractors to verify all Ground Floor 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:
A101
ISSUE: G DATE: 17/03/2021 DATE:
details, the accompanying building specification and schedule of finishes.
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Page 3
00011210
DP DP DP
20 Deg
CRS
DP
CRS CRS
20 Deg 20 Deg
CRS
20 Deg
KEY
DOWN PIPE CSR COLORBOND
CRS
DP DP 20 Deg
SHEET ROOF
RH RAIN HEAD
FR FLAT ROOF DP DP DP
S SPITTER
FALL DIRECTION
A/C AIR-CONDITIONER
UNIT
ROOF PLAN
VERIFY SIZE OF ALL
ROOFS ON SITE
SCALE : 1 : 100 N
DOWN PIPES AND ROOF DRAINAGE LOCATIONS
ARE SUGGESTED ONLY AND BUILDER SHOULD
ENSURE ADEQUATE STORMWATER FALL AND
DRAINAGE AS REQUIRED
Construction
DRAWING TITLE:
GENERAL NOTES: CLIENT NAME: Daniel Booth
Use written dimensions only. DO NOT scale drawings. Contractors to verify all Roof 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:
A102
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: 1 : 100 SHEET SIZE: A3
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Page 4
00011210
Colorbond
sheet roof
20 degree pitch
Linea board cladding
New colorbond
sheet roof
20 degree pitch
Colorbond
fascia and gutter Colorbond
fascia and gutter
Aluminium framed
painted 90 x 90 steel posts W07 windows and doors
W05
W08 W06
600 x 2400W painted 90 x 90 steel posts
2700
1800 x 2400W 1200 x 1800W
1800 x 2400W
Linea board cladding
servery
Linea board cladding Aluminium framed
windows and doors
SOUTH ELEVATION EAST ELEVATION
SCALE : 1 : 100 SCALE : 1 : 100
Colorbond
New colorbond sheet roof
sheet roof 20 degree pitch
20 degree pitch
Colorbond
fascia and gutter
W04
W03
painted 90 x 90 steel posts 1200 x 600 W
D02 painted 90 x 90 steel posts D01 W02 W01
2700
900 x 2400W
servery 1200 x 600 W 1200 x 600 W
2100 x 2700 2100 x 920
Linea board cladding Aluminium framed Linea board cladding Aluminium framed
windows and doors windows and doors
NORTH ELEVATION WEST ELEVATION
SCALE : 1 : 100 SCALE : 1 : 100
Construction
DRAWING TITLE:
GENERAL NOTES: CLIENT NAME: Daniel Booth
Use written dimensions only. DO NOT scale drawings. Contractors to verify all Elevations 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:
A201
ISSUE: G DATE: 17/03/2021 DATE:
details, the accompanying building specification and schedule of finishes.
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Page 5
00011210
3D View 1
summer 9.00am
summer 9.00am
3D View 2
Construction
DRAWING TITLE:
GENERAL NOTES: CLIENT NAME: Daniel Booth
Use written dimensions only. DO NOT scale drawings. Contractors to verify all 3D Views 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:
A210
ISSUE: G DATE: 17/03/2021 DATE:
details, the accompanying building specification and schedule of finishes.
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Page 6
00011210
3D View 3
summer 3.00pm
3D View 3a
winter 9.00am
Construction
DRAWING TITLE:
GENERAL NOTES: CLIENT NAME: Daniel Booth
Use written dimensions only. DO NOT scale drawings. Contractors to verify all 3D Views 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:
A211
ISSUE: G DATE: 17/03/2021 DATE:
details, the accompanying building specification and schedule of finishes.
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Page 7
00011210
Timber trusses fitting in
Plasterboard accordance with manufacturer's specification.
internal lining to walls, Colorbond roof sheeting fitting in
ceilings and bulkheads accordance with manufacturer's specification.
For N3 wind loads, or to Engineer's
20 degree pitch requirements.
Insulation to requirements of
Energy efficiency Report
or min. 50mm fibre glass wool
insulation
with reflective lining
to main roof area
Colorbond Fascia
and Roof gutter
Painted veranda beam
to Engineer's detail Aluminium framed windows
Painted 90 x 90 SHS posts
2700
to Engineer's detail veranda kitchen bath
Timber frame to
Flush step down to door sills AS1684.2
Concrete footings and slab
Set down floor construction to wet areas PROVIDE TERMITE TREATMENT IN to Engineer's detail
to provide tiled floor finished flush with ACCORDANCE WITH AS3660.1 200um waterproof membrane
adjoining floor, fall to waste, drop shower,
allow for shower grate
SECTION A-A
SCALE : 1 : 100
Construction
DRAWING TITLE:
GENERAL NOTES: CLIENT NAME: Daniel Booth
Use written dimensions only. DO NOT scale drawings. Contractors to verify all Sections 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:
A301
ISSUE: G DATE: 17/03/2021 DATE:
details, the accompanying building specification and schedule of finishes.
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Page 8
00011210
WINDOW SCHEDULE LOWER FLOOR DOOR SCHEDULE LOWER FLOOR
Head Mark Height Width Description .
Mark Height Width Window Style Height
D01 2100 920 hinged door, open in, 1 lite, satina glass
W01 1200 600 glass louvres 2100 D02 2100 2700 OXX Sliding Doors
W02 1200 600 glass louvres 2100
W03 900 2400 fixed glass with glass louvres each end, latches on outside 2100
W04 1200 600 glass louvres 2100
W05 1200 1800 OXXO servery window 2100
W06 1800 2400 OXXO x 1500h sliding window over fixed glass 2100
W07 600 2400 fixed glass, with glass louvres each end, satina glass 2100
W08 1800 2400 OXXO x 1500h sliding window over fixed glass 2100
NOTE:
Builder to prepare openings for windows and doors, install by manufacturer.
All doors and window sizes are approximate and are to be checked on site.
Aluminium frames. Doors and windows to be keyed alike locks on all opening doors and windows (other than louvres).
Allow to recess door tracks into substraight to allow top of track section to finished flush with internal FFL (no step up over
track), provide drainage to track.
Crimsafe security mesh on all openings on doors and windows.
Extra tracks for insect screens to doors.
Use safety glass to bathroom and other areas as required.
Ground level - set windows and doors to 2400mm, unless noted otherwise.
All windows and doors to comply with Australian standards and codes.
All doors and windows to suit N3 wind loads.
** All measurements are height x width
Construction
DRAWING TITLE:
GENERAL NOTES: CLIENT NAME: Daniel Booth
Use written dimensions only. DO NOT scale drawings. Contractors to verify all Window and Door Schedules 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:
A401
ISSUE: G DATE: 17/03/2021 DATE:
details, the accompanying building specification and schedule of finishes.
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Page 9
00011210
APPLIANCES:
Stove: Falcon Prof FXP
Rangehood: Falcon FALUC75 75cm undermounted range hood
Fridge / Freezer:Samsung SRS636 SCLS
Dish washer: Fisher & Paykel two drawer ss 3690
Sink: Franke PUX110-70 undermounted sink
Sink Mixer: tba
Wine Fridge: tab
Pull-out Pantries: tab 110 400 600 600 1490 600
Magic corner: hafelle
Bin Drawer: tba
Spice racks: tba W04
Hanging racks: use existing
Note: Cabinet maker to make allowance for fitting of appliances
and to allow for ventilation in accordance with manufacturer's
requirements. 200
Allow for soft close hinges and runners.
Allow for pvc edging to laminate.
Site measure all dimensions prior to commencement of works.
600
600
FINISHES:
Finishes: Refer to Style Board by Erica Fanning Interiors
Phone Pantry oven
bench tower
overhead cupboards
concealed ranghood servery
W05
1270
2520
1800
overhead overhead
cupboards cupboards
300
FINISH ref
TO MATCH m/w
45 DEG DRAW ER / DOOR
FRONT
650
DRAW ER / DOOR appliances
FRONT Kettle
Toaster
350
DOOR / DRAWER PULL
DETAIL
20 800 20 1160
2000
KITCHEN PLAN
SCALE : 1 : 20
Construction
DRAWING TITLE:
GENERAL NOTES: CLIENT NAME: Daniel Booth
Use written dimensions only. DO NOT scale drawings. Contractors to verify all Kitchen 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:
A601
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.
Page 10
00011210
Veranda ext fittings
XXXX XXX
3 phone bench Pantry ov
glass cabinet
ext fittings
Living
Dining Kitchen
ext fittings
XXX
2
S m/w appl LED strip lighting
LED strip lighting 3 ref under o/heads
TV S under o/heads X X
23
XXX XX
L'dry S
Robe
2 2
XX
X
XX S
linen
tub
2 2
2 2
XXX
2 2
XXX
w/m
D
D
XXX
ext fittings
Robe
Carport
N
Patio
Bath
KEY Bed 1 Bed 2
S SMOKE ALARM
DOWN LIGHT SELECTED
PENDANT LIGHT
U
UP LIGHT EMBEDDED
P POOL LIGHT
WALL LIGHT
G CEILING FAN
GARDEN LIGHT
LIGHT / EXHAUST
HEAT / LIGHT / EXHAUST
X
D
LIGHT / FAN SWITCH
DIMMER
LIGHTING PLAN
FLUORESCENT LIGHT 2/3 2 or 3 WAY SWITCH
T TIMER OFF
NOTE: ALL LIGHTING TO BE LED
S SENSOR SWITCH
NOTE:
RE-NEW ALL LIGHT SWITCHES, FAN SWITCHES, POWER POINTS ETC.
1. PLACE ALL LIGHT SWITCHES AT 1.0m HIGH UNLESS NOTED
OTHERWISE
2. PLACE ALL POWERPOINTS ETC, TO SUIT CABINETRY AND/OR
FITTINGS. PLACE POWERPOINTS AT 300mm HIGH ELSEWHERE.
3. **PROVIDE POWER TO A/C UNITS AS REQUIRED.
4. POSITION ALL GARDEN AND EXTERNAL LIGHTING ON SITE WITH
DESIGNER / LANDSCAPER. PLACE TRANSFORMERS IN ENCLOSURE
NEXT TO POOL EQUIP.
5. ALL EXTERIOR LIGHTING AND FITTINGS TO HAVE IP64 min. RATING.
6. POSITION ALL TRANSFORMERS AND PPs ABOVE FLOOD LEVEL.
7. ALL EXTERNAL ELECTRICAL FITTINGS TO BE IP53 OR BETTER.
Construction
DRAWING TITLE:
GENERAL NOTES: CLIENT NAME: Daniel Booth
Use written dimensions only. DO NOT scale drawings. Contractors to verify all Lighting 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:
E101
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: 1 : 100 SHEET SIZE: A3
If in doubt, please request clarification. DO NOT ASSUME.
Page 11
00011210
NOTE:
provide power to effluent disposal system
allowance for solar system
Veranda
power to oven
ext pp
power to rangehood
HW
phone bench Pantry ov
A/C
A/C
Kitchen
gas bottles Living Dining
S
ext pp
TV
S ref
m/w appl
double power point
for water pumps TV
L'dry
Robe
SWITCH ext pp
Carport
linen
w/m
tub
S
ext pp S
Bed 2
Patio
Robe
KEY
A/C
Bed 1
TV
TV OUTLET Bath N
DOUBLE POWER POINT
SPEAKER CONNECTION
POINT
GAS POINT
INTERCOM
SECURITY DETECTOR
METER BOX
SWITCH SWITCH BOARD POWER PLAN
DATA COMPUTER NETWORK
POINT
TELEPHONE POINT
VACUUM POINT
NOTE:
K/P KEY PAD 1. PLACE ALL LIGHT SWITCHES AT 1.0m HIGH UNLESS NOTED OTHERWISE
2. PLACE ALL POWERPOINTS ETC, TO SUIT CABINETRY AND/OR FITTINGS.
PLACE POWERPOINTS AT 300mm HIGH ELSEWHERE.
HW HOT WATER
3. **PROVIDE POWER TO A/C UNITS AS REQUIRED.
4. POSITION ALL GARDEN AND EXTERNAL LIGHTING ON SITE WITH DESIGNER /
A/C AIR CONDITIONER LANDSCAPER. PLACE TRANSFORMERS IN ENCLOSURE NEXT TO POOL EQUIP.
5. ALL EXTERIOR LIGHTING AND FITTINGS TO HAVE IP64 min. RATING.
6. POSITION ALL TRANSFORMERS AND PPs ABOVE FLOOD LEVEL.
7. ALL EXTERNAL ELECTRICAL FITTINGS TO BE IP53 OR BETTER.
Construction
NOTE: 8. SMOKE ALARMS TO BE HARD WIRED IN ACCORDANCE WITH RELEVANT
TV CABLING TO SUIT FOXTEL AND CODES AND STANDARDS.
AUSTAR
DRAWING TITLE:
GENERAL NOTES: CLIENT NAME: Daniel Booth
Use written dimensions only. DO NOT scale drawings. Contractors to verify all Power 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:
E201
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: 1 : 100 SHEET SIZE: A3
If in doubt, please request clarification. DO NOT ASSUME.
Page 12
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WHS REPORT NOTES
The following notes make up the recommended minimum report required under the Work Health and Safety Act 2011. Under the Act designers are required to
“provide adequate information to each person who is provided with the design” and also to “any person who carries out activities in relation to the structure if
requested”. (Draft Code of Practice: Safe Design of Building and Structures)
Specifically, the designer is required to provide “the person commissioning the design on the health and safety aspects of the design”. (Draft Code of Practice: Safe 5. MANUAL TASKS
Design of Building and Structures) Components within this design with a mass in excess of 25kg should be lifted by two or more workers or by mechanical lifting device. Where this is not practical,
These notes have been prepared based on the Draft Code of Practice: Managing Risks in Construction Work and discussing the risks which the Code identifies as suppliers or fabricators should be required to limit the component mass.
common in the construction of buildings. It follows that most are also the risks associated with maintenance and demolition. All material packaging, building and maintenance components should clearly show the total mass of packages and where practical all items should be stored on site
If the building has been designed as a workplace and the end-use is known at the time of design, additional operational health and safety issues must be identified in a way which minimises bending before lifting. Advice should be provided on safe lifting methods in all areas where lifting may occur.
and addressed by the designer through consultation with clients, workers and/or other safety consultants. Notes on operational issues must be added to the report. Construction, maintenance and demolition of this building will require the use of portable tools and equipment. These should be fully maintained in accordance with
To ensure that all relevant persons are made aware of the report provisions, it is recommended that the report be part of the drawings but the “person manufacturer’s specifications and not used where faulty or (in the case of electrical equipment) not carrying a current electrical safety tag. All safety guards or
commissioning the design” should also be made aware that the report applies not only to the construction stage but also to maintenance, renovation, demolition devices should be regularly checked and Personal Protective Equipment should be used in accordance with manufacturer’s specification.
and, if applicable, to the operation of the building as a workplace. It should be retained and displayed or kept in a prominent location during the operation of the
building. 6. HAZARDOUS SUBSTANCES
ASBESTOS
(for alterations to a building constructed prior to 1990)
1. FALLS, SLIPS, TRIPS This building was constructed prior to 1990 and therefore may contain asbestos either in cladding material or in fire retardant insulation material. The builder
a) WORKING AT HEIGHTS should check and, if necessary, take appropriate action before demolishing, cutting, sanding, drilling or otherwise disturbing the existing structure.
DURING CONSTRUCTION (for alterations to a building constructed prior to 1986)
Wherever possible, components for this building should be prefabricated off-site or at ground level to minimise the risk of workers falling more than two metres. This building was constructed prior to 1986 and therefore is likely to contain asbestos either in cladding material or in fire retardant insulation material. The builder
However, construction of this building will require workers to be working at heights where a fall in excess of two metres is possible and injury is likely to result from should check and, if necessary, take appropriate action before demolishing, cutting, sanding, drilling or otherwise disturbing the existing structure.
such a fall. The builder should provide a suitable barrier wherever a person is required to work in a situation where falling more than two metres is a possibility. POWDERED MATERIALS
DURING OPERATION OR MAINTENANCE Many materials used in the construction of this building can cause harm if inhaled in powdered form. Persons working on or in the building during construction,
(for houses or other low-rise buildings where scaffolding is appropriate) operational maintenance or demolition should ensure good ventilation and wear Personal Protective Equipment including protection against inhalation while using
Cleaning and maintenance of windows, walls, roof or other components of this building will require persons to be situated where a fall from a height in excess of two powdered material or when sanding, drilling, cutting or otherwise disturbing or creating powdered material.
metres is possible. Where this type of activity is required, scaffolding, ladders or trestles should be used in accordance with relevant codes of practice, regulations or TREATED TIMBER
legislation. The design of this building includes provision for the inclusion of treated timber within the structure. Dust or fumes from this material can be harmful. Persons
(for buildings where scaffold, ladders, trestles are not appropriate) working on or in the building during construction, operational maintenance or demolition should ensure good ventilation and wear Personal Protective Equipment
Cleaning and maintenance of windows, walls, roof or other components of this building will require persons to be situated where a fall from a height in excess of two including protection against inhalation of harmful material when sanding, drilling, cutting or using treated timber in any way that may cause harmful material to be
metres is possible. Where this type of activity is required, scaffolding, fall barriers or Personal Protective Equipment should be used in accordance with relevant released. Do not burn treated timber.
codes of practice, regulations or legislation. VOLATILE ORGANIC COMPOUNDS
(if appropriate, add this note) Many types of glue, solvents, spray packs, paints, varnishes and some cleaning materials and disinfectants have dangerous emissions. Areas where these are used
Anchorage points for portable scaffold or fall arrest devices have been included in the design for use by maintenance workers. Any persons engaged to work on the should be kept well ventilated while the material is being used and for a period after installation. Personal Protective Equipment may also be required. The
building after completion of construction work should be informed about the anchorage points. manufacturer’s recommendations for use must be carefully considered at all times.
b) SLIPPERY OR UNEVEN SURFACES SYNTHETIC MINERAL FIBRE
FLOOR FINISHES Fibreglass, rockwool, ceramic and other material used for thermal or sound insulation may contain synthetic mineral fibre which may be harmful if inhaled or if it
The owner is responsible for the selection of surface finishes in the pedestrian trafficable areas of this building. Surfaces should be selected in accordance with AS comes in contact with the skin, eyes or other sensitive parts or the body. Personal Protective Equipment including protection against inhalation of harmful material
HB 197:1999 and AS/NZ 4586:2004. should be used when installing, removing or working near bulk insulation material.
STEPS, LOOSE OBJECTS AND UNEVEN SURFACES TIMBER FLOORS
Due to design restrictions for this building, steps and/or ramps are included in the building which may be a hazard to workers carrying objects or otherwise This building contains timber floors which have an applied finish. Areas where finishes are applied should be kept well ventilated during sanding and application and
occupied. Steps should be clearly marked with both visual and tactile warning during construction, maintenance, demolition and at all times when the building for a period after installation. Personal Protective Equipment may also be required. The manufacturer’s recommendations for use must be carefully considered at all
operates as a workplace. times.
Building owners and occupiers should monitor the pedestrian access ways and in particular access to areas where maintenance is routinely carried out to ensure
that surfaces have not moved or cracked so that they become uneven and present a trip hazard. Spills, loose material, stray objects or any other matter that may
cause a slip or trip hazard should be cleaned or removed from access ways. 7. CONFINED SPACES
Contractors should be required to maintain a tidy work site during construction, maintenance or demolition to reduce the risk of trips and falls in the workplace. EXCAVATION
Materials for construction or maintenance should be stored in designated areas away from access ways and work areas. Construction of this building and some maintenance on the building will require excavation and installation of items within excavations. Where practical, installation
should be carried out using methods which do not require workers to enter the excavation. Where this is not practical, adequate support for the excavated area
2. FALLING OBJECTS should be provided to prevent collapse. Warning signs and barriers to prevent accidental or unauthorised access to all excavations should be provided.
LOOSE MATERIALS OR SMALL OBJECTS ENCLOSED SPACES
Construction, maintenance or demolition work on or around this building is likely to involve persons working above ground level or above floor levels. Where this Enclosed spaces within this building may present a risk to persons entering for construction, maintenance or any other purpose. The design documentation calls for
occurs one or more of the following measures should be taken to avoid objects falling from the area where the work is being carried out onto persons below. warning signs and barriers to unauthorised access. These should be maintained throughout the life of the building. Where workers are required to enter enclosed
1. Prevent or restrict access to areas below where the work is being carried out. spaces, air testing equipment and Personal Protective Equipment should be provided.
2. Provide toeboards to scaffolding or work platforms. SMALL SPACES
3. Provide protective structure below the work area. Some small spaces within this building will require access by construction or maintenance workers. The design documentation calls for warning signs and barriers
4. Ensure that all persons below the work area have Personal Protective Equipment. to unauthorised access. These should be maintained throughout the life of the building. Where workers are required to enter small spaces they should be
BUILDING COMPONENTS scheduled so that access is for short periods. Manual lifting and other manual activity should be restricted in small spaces.
During construction, renovation or demolition of this building, parts of the structure including fabricated steelwork, heavy panels and many other components will
remain standing prior to or after supporting parts are in place. Contractors should ensure that temporary bracing or other required support is in place at all times 8. PUBLIC ACCESS
when collapse which may injure persons in the area is a possibility. Public access to construction and demolition sites and to areas under maintenance causes risk to workers and public. Warning signs and secure barriers to
Mechanical lifting of materials and components during construction, maintenance or demolition presents a risk of falling objects. Contractors should ensure that unauthorised access should be provided. Where electrical installations, excavations, plant or loose materials are present they should be secured when not fully
appropriate lifting devices are used, that loads are properly secured and that access to areas below the load is prevented or restricted. supervised.
9. OPERATIONAL USE OF BUILDING
3. TRAFFIC MANAGEMENT This building has been designed as a residential building. If it, at a later date, is used or intended to be used as a workplace, the provisions of the Work Health and
Parking of vehicles or loading/unloading of vehicles on this roadway may cause a traffic hazard. During construction, maintenance or demolition of this building Safety Act 2011 or subsequent replacement Act should be applied to the new use.
designated parking for workers and loading areas should be provided. Trained traffic management personnel should be responsible for the supervision of these This building has been designed for the specific use as identified on the drawings. Where a change of use occurs at a later date a further assessment of the
areas. workplace health and safety issues should be undertaken.
Construction of this building will require loading and unloading of materials on the roadway. Deliveries should be well planned to avoid congestion of loading areas
and trained traffic management personnel should be used to supervise loading/unloading areas. 10. OTHER HIGH RISK ACTIVITY
Busy construction and demolition sites present a risk of collision where deliveries and other traffic are moving within the site. A traffic management plan supervised All electrical work should be carried out in accordance with Code of Practice: Managing Electrical Risks at the Workplace, AS/NZ 3012 and all licensing
by trained traffic management personnel should be adopted for the work site. requirements.
All work using Plant should be carried out in accordance with Code of Practice: Managing Risks of Plant at the Workplace.
4. SERVICES All work should be carried out in accordance with Code of Practice: Managing Noise and Preventing Hearing Loss at Work.
Rupture of services during excavation or other activity creates a variety of risks including release of hazardous material. Existing services are located on or around Due to the history of serious incidents it is recommended that particular care be exercised when undertaking work involving steel construction and concrete
this site. Where known, these are identified on the plans but the exact location and extent of services may vary from that indicated. Services should be located using placement. All the above applies.
an appropriate service (such as Dial Before You Dig), appropriate excavation practice should be used and, where necessary, specialist contractors should be used.
If underground power lines are located in or around this site. All underground power lines must be disconnected or carefully located and adequate warning signs
used prior to any construction, maintenance or demolition commencing.
If overhead power lines are near or on this site. These pose a risk of electrocution if struck or approached by lifting devices or other plant and persons working
above ground level. Where there is a danger of this occurring, power lines should be, where practical, disconnected or relocated. Where this is not practical
adequate warning in the form of bright coloured tape or signage should be used or a protective barrier provided.
Construction
DRAWING TITLE:
GENERAL NOTES: CLIENT NAME: Daniel Booth
Use written dimensions only. DO NOT scale drawings. Contractors to verify all WHS Report Notes 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:
WHS1
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: 1 : 100 SHEET SIZE: A3
If in doubt, please request clarification. DO NOT ASSUME.