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Approved Plan - EXE230035 · EXE23/0035
Plans and drawings: the text below has words only, no drawings.
SITE DETAILS
lot 15 on RP89506
24 attunga heights, noosa heads qld 4567 RESPONSIBILITY CANNOT BE TAKEN FOR SITE LEVELS
THEREFORE THE BUILDER SHOULD VERIFY THESE LEVELS
BEFORE COMMENCING ANY WORK
CUT AND FILL, LEVELS SHOWN ON THIS PLAN ARE APPROXIMATE
INTERPRETATION, AND MAY VARY TO FINISHED LEVELS ON SITE
AT COMMENCEMENT AND COMPLETION OF WORKS
PLATFORM IMMEDIATELY SURROUNDING RESIDENCE TO
FALL AWAY FROM RESIDENCE AT A SLOPE OF 1 IN 15MIN.
site area 543.01
DRIVEWAY SLOPE NOT TO EXCEED A MAX 1 VERTICAL TO
4 HORIZONTAL APPROX.
58.0
1000MAX HIGH TIMBER RETAINING WALLS TO HAVE 65mm DIA. AG. PIPE
O/S 3.54
57.0
(DISCHARGE TO STORMWATER) + GRADED GRANULAR BACK FILL
59.0
60.0
BEHIND AND TO BE CONTAINED WITHIN SITE
56.0
54.18
55.0
59.10 RETAININING WALLS EXCEEDING THIS ARE TO BE ENGINEERED ALSO
270°03' 54.6354.97
ATTUNGA HEIGHTS
3.018
2550
26.588 DISPOSE SEWERAGE IN ACCORDANCE WITH LOCAL AUTHORITY
3400
3675
.0
60 3118 PREPARED DRAINAGE PLAN
61.0
DISCHARGE ALL STORMWATER TO COUNCIL S/WATER SYSTEM
0
60.93 (DOWNPIPE DESIGN, SIZE AND LOCATION BY BUILDER AND ROOFING
55.
7.
REQUIREMENTS, AND MAYBE ADJUSTED TO SUIT SITE CONDITIONS.
85
6
60.68
proposed deck 56.21
DOWNPIPES:
90DIA OR 100x50 DOWNPIPES TO STORMWATER PIPES 100mm MIN
TBM Screw in kerb 696 existing extension COVER 1 IN 100MIN FALL
RL 60.95 D'way 3118
O/S 0.69 garage TERMITE PROTECTION
0
56.
BUILDER TO PROVIDE TERMITE CONTROL SYSTEM IN ACCORDANCE
WITH AS.3660.1
23.134
0°03'
61.0
TERMITE PROTECTION GENERALLY SHALL BE BY GROUND FLOOR SLAB
AS BARRIER AND EXPOSED EDGE OF SLAB AS VISUAL BARRIER
Heights
fire 6767
O/H power
hyd
180°03'
8.047
TERMI MESH OR SIMILAR COLLARS TO SLAB PENETRATIONS
TERMITE RESISTENT (HAZARD LEVEL H2) TIMBER FRAMING GENERALLY
existing residence 2518
0
BUILDER TO PROVIDE ACCESS FOR CLEAR VISUAL INSPECTIONS TO THE
57.
58
water
.0 ENTIRE PERIMETER OF THE HOUSE, AND THE EXPOSED EDGE OF CONCRETE SLABS
ENERGY EFFICIENCY
9° 6
'
51
21 .85
58.16
existing garage
Attunga
61.75 ALL TOILETS TO BE INSTALLED WITH 3/4.5 DUAL FLUSH CISTERNS OR BETTER
7
ALL SHOWER HEADS TO HAVE CERTIFIED AAA WATER CONSERVATION RATING
ALL TAPS TO HAVE CERTIFIED AAA WATER CONSERVATION RATING
4761
b
ENERGY EFFICIENT LIGHTING TO BE USED FOR MIN OF 80% OF FLOOR AREA
0
ker
58.
HOT WATER SYSTEM TO BE GAS BOOSTED SOLAR HOT WATER SYSTEM
62.0 59.11 (OR OTHER APPROVED) OF SIZE TO SUIT REQUIREMENTS.
811
.0 90°03'
211
O/S 1.89
64
60.0 59.0 58.17
62.0 61.0 GENERAL
64
64.0 63.0
.0
ALL CONSTRUCTION METHODS AND MATERIALS TO BE IN ACCORDANCE WITH:
63
THE BUILDING CODE OF AUSTRALIA
.0
THE BUILDING ACT 1975
STANDARD BUILDING REGULATION 1993
BUILDING REGULATION 2006
QDC QUEENSLAND DEVELOPMENT CODE
AS 1684-2006 TIMBER FRAMING CODE
ALL TIMBER FRAMED WALLS TO WET AREAS TO BE LINED WITH FC
WC'S TO BE A MIN CLEAR FINISHED WIDTH OF 900mm
DOORS TO WC'S TO HAVE LIFT OFF HINGES
SMOKE ALARMS TO BE PROVIDED AS PER BCA & AS3786
MASONARY CONSTRUCTION TO BE IN ACCORDANCE WITH AS3700
NOOSA COUNCIL ALL WET AREA FLOORS AND WALLS TO BE PROTECTED AS PER CLAUSE 3.8.1 BCA
APPROVED PLAN BALUSTRADING TO BE 1000MIN ABOVE FINISHED FLOOR LEVEL AND HAVE
125mm MAX SPACING IN BALUSTERS
EXE23/0035 25 OCTOBER 2023
site plan
PROVICE DPC'S AS PER CLAUSE 3.3.4 BCA
PROVIDE FLASHINGS AS PER CLAUS 3.3.4, 3.5.1, & 3.5.3 BCA
NOTE: INSTALLATION OF ALL EXTERNAL MATERIALS BY BUILDER AS PER MANUFACTURERS SPECIFICATIONS AND CERTIFICATION REQUIREMENTS AS OUTLINED BY NCC
PROPOSED: CLIENT: PAUL COOPER BUILDER: PAUL COOPER MANDY'S DESIGN & DRAFTING SHEET: 1 of 10 DATE: ISSUE NO:
ALTERATIONS + ADDITIONS PH: 0438 343 151 QBCC NO: 1063563 PH: 0403 481 474 QBCC NO: 15117996 SCALE: 1:200 28 JUNE 2023 PC-2023-L
[email protected]
NOTE: THESE DRAWINGS TO BE READ IN CONJUNCTION NOTE: BUILDER TO CONFIRM SITING AND DIMENSIONS BEFORE CONSTRUCTION
WITH ENGINEERS DRAWINGS RESPONSIBILITY LIES THERE WITH
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Page 2
GENERAL NOTES
lot 15 on RP89506
24 attunga heights, noosa heads qld 4567 Areas TIMBER FRAMING AND CONSTRUCTION
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
Name Area THE AUSTRALIAN DOMESTIC BUILDING CODE.
2. ALL TIMBER FRAMING TO BE IN ACCORDANCE WITH
existing garage 61.26 m²
09 of 10 AS 1684.2 2010 RESIDENTIAL TIMBER FRAMING MANUAL.
existing ground floor 140.04 m² 3. PINE FRAMING TO BE MINIUMUM STRESS GRADE
190 70 70 70 190 proposed deck 47.66 m²
1700 3040 3670 1805 925 2620 MGP 10/MGP12
Elevation 3 - a existing upper floor 107.44 m² 4.HARDWOOD FRAMING TO BE MINIMUM STRESS
Grand total 356.40 m² GRADE F14 & MINIMUM JOINT GROUP J2.
4740 deck
Elevation 1 - a
5. TIMBER FOR TRUSSES TO BE MINIMUM JOINT GROUP JD4.
6. TRUSSES TO BE FIXED IN ACCORDANCE WITH MANUF.
07 of 10
SPECIFICATIONS ALL OTHER FIXINGS TO BE IN
ACCORDANCE WITH AS 1684.2 2010
190
7.LAMINATED BEAM SIZES BASED ON HYNEBEAM SPAN
TABLES WHERE OTHER BRANDS ARE USED, SIZES TO
exiting BE CONFIRMED WITH MANUFACTURERS SPECIFICATIONS.
fridge 8. ALL DIMENSIONS TAKE PRECEDENCE OVER SCALES
1700
wc
1800
9. BUILDER AND TRADES ARE TO CONFIRM ALL
line of deck below
1200
MEASUREMENTS, DETAILSAND SPECIFICATIONS PRIOR TO
2 2 SETOUT AND ORDERING OF MATERIALS
3900
10. ANY ERRORS ARE TO BE ADDRESSED TO THE DESIGNER
existing bath AS NO RESPONSIBILITY WILL BE TAKEN AFTER
glass balustrading
CONSTRUCTION HAS COMMENCED
pantry
DN
2400
2400
11. ALL TRADES ARE TO CONFORM WITH THE
CURRENT AUSTRALIAN STANDARDS RELATING TO HIS OR
HER OWN WORK
8040
12. TERMITE PROTECTION TO BE PROVIDED AS PER AS
3660.1.2000
stacker doors
DOMESTIC SMOKE ALARMS
bed
7400
1. ALL BEDROOMS AND HALLWAYS ARE TO BE INSTALLED
WITH PHOTO ELECTRIC SMOKE ALARMS IN ACCORDANCE
3950
1 1 WITH BUILDING FIRE SAFETY LEGISLATION AMENDMENT
REGULATION 2016
deck lounge 2. SMOKE ALARMS MUST BE POSITIONED IN ACCORDANCE
WITH AS 1670.6 - 1997 FIRE DETECTION, WARNING, CONTROL
existing tiles
6600
AND INTERCOM SYSTEMS.
3. DEVICES MUST BE EITHER INTERCONNECTED OR HARD
WIRED (EXISTING DWELLINGS ONLY) THAT CANNOT BE
1700 REMOVED FROM DEVICE
4. ALARMS TO BE INSTALLED IN ALL HALLWAYS AND
BEDROOMS TO EXISTING RESIDENCES
line of deck below
3140
bed S INDICATES THE LOCATION OF WIRED SMOKE ALARMS
1700
GLAZING
1. DOOR AND WINDOW SCHEDULE IS INDICATIVE ONLY AND
SUBJECT TO CONFIRMATION UPON SITE MEASURE
2. OBSCURE WINDOW NOTATION REFERENCE ONLY, CLIENT
190
TO CONFIRM WITH BUILDER AND WINDOW SUPPLIER FOR
PROPOSED 2300H X 7400 LONG STACKER DOORS PRIVACY OPTIONS
existing
ELECTRICAL AND ENERGY EFFICIENCY
garage 1. ELECTRICALS TO BE CONFIRMED BY OWNER/BUILDER
AND ELECTRICIAN, PROPOSED PLAN IF REQUESTED
INDICATIVE ONLY
DOWNPIPES
proposed upper floor
ALL LOCATED DOWNPIPES INDICATIVE ONLY AND
CONFIRMED AT TIME OF ROOFING CONSTRUCTION
AND COMPLIANCE
Elevation 2 - a NOOSA COUNCIL
APPROVED PLAN
09 of 10 EXE23/0035 25 OCTOBER 2023
NOTE: INSTALLATION OF ALL EXTERNAL MATERIALS BY BUILDER AS PER MANUFACTURERS SPECIFICATIONS AND CERTIFICATION REQUIREMENTS AS OUTLINED BY NCC
PROPOSED: CLIENT: PAUL COOPER BUILDER: PAUL COOPER MANDY'S DESIGN & DRAFTING SHEET: 8 of 10 DATE: ISSUE NO:
ALTERATIONS + ADDITIONS PH: 0438 343 151 QBCC NO: 1063563 PH: 0403 481 474 QBCC NO: 15117996 SCALE: 1:100 28 JUNE 2023 PC-2023-L
[email protected]
NOTE: THESE DRAWINGS TO BE READ IN CONJUNCTION NOTE: BUILDER TO CONFIRM SITING AND DIMENSIONS BEFORE CONSTRUCTION
WITH ENGINEERS DRAWINGS RESPONSIBILITY LIES THERE WITH
Page 3
GENERAL NOTES
lot 15 on RP89506
24 attunga heights, noosa heads qld 4567 TIMBER FRAMING AND CONSTRUCTION
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
THE AUSTRALIAN DOMESTIC BUILDING CODE.
2. ALL TIMBER FRAMING TO BE IN ACCORDANCE WITH
AS 1684.2 2010 RESIDENTIAL TIMBER FRAMING MANUAL.
3. PINE FRAMING TO BE MINIUMUM STRESS GRADE
MGP 10/MGP12
4.HARDWOOD FRAMING TO BE MINIMUM STRESS
GRADE F14 & MINIMUM JOINT GROUP J2.
(height of posts to be 5. TIMBER FOR TRUSSES TO BE MINIMUM JOINT GROUP JD4.
determined by builder) 6. TRUSSES TO BE FIXED IN ACCORDANCE WITH MANUF.
SPECIFICATIONS ALL OTHER FIXINGS TO BE IN
ACCORDANCE WITH AS 1684.2 2010
7.LAMINATED BEAM SIZES BASED ON HYNEBEAM SPAN
2500 TABLES WHERE OTHER BRANDS ARE USED, SIZES TO
BE CONFIRMED WITH MANUFACTURERS SPECIFICATIONS.
8. ALL DIMENSIONS TAKE PRECEDENCE OVER SCALES
3400 9. BUILDER AND TRADES ARE TO CONFIRM ALL
MEASUREMENTS, DETAILSAND SPECIFICATIONS PRIOR TO
SETOUT AND ORDERING OF MATERIALS
10. ANY ERRORS ARE TO BE ADDRESSED TO THE DESIGNER
overall height to balustrade
new post AS NO RESPONSIBILITY WILL BE TAKEN AFTER
side boundary line
2530
CONSTRUCTION HAS COMMENCED
Elevation 2 - a 11. ALL TRADES ARE TO CONFORM WITH THE
CURRENT AUSTRALIAN STANDARDS RELATING TO HIS OR
6390
HER OWN WORK
12. TERMITE PROTECTION TO BE PROVIDED AS PER AS
3660.1.2000
DOMESTIC SMOKE ALARMS
1. ALL BEDROOMS AND HALLWAYS ARE TO BE INSTALLED
WITH PHOTO ELECTRIC SMOKE ALARMS IN ACCORDANCE
WITH BUILDING FIRE SAFETY LEGISLATION AMENDMENT
REGULATION 2016
2. SMOKE ALARMS MUST BE POSITIONED IN ACCORDANCE
WITH AS 1670.6 - 1997 FIRE DETECTION, WARNING, CONTROL
AND INTERCOM SYSTEMS.
3. DEVICES MUST BE EITHER INTERCONNECTED OR HARD
WIRED (EXISTING DWELLINGS ONLY) THAT CANNOT BE
REMOVED FROM DEVICE
4. ALARMS TO BE INSTALLED IN ALL HALLWAYS AND
existing residence BEDROOMS TO EXISTING RESIDENCES
S INDICATES THE LOCATION OF WIRED SMOKE ALARMS
GLAZING
1. DOOR AND WINDOW SCHEDULE IS INDICATIVE ONLY AND
SUBJECT TO CONFIRMATION UPON SITE MEASURE
2. OBSCURE WINDOW NOTATION REFERENCE ONLY, CLIENT
TO CONFIRM WITH BUILDER AND WINDOW SUPPLIER FOR
PRIVACY OPTIONS
proposed deck
proposed elevations cont'
ELECTRICAL AND ENERGY EFFICIENCY
(height of posts to be 1. ELECTRICALS TO BE CONFIRMED BY OWNER/BUILDER
determined by builder) AND ELECTRICIAN, PROPOSED PLAN IF REQUESTED
INDICATIVE ONLY
new post
DOWNPIPES
ALL LOCATED DOWNPIPES INDICATIVE ONLY AND
new balustrading CONFIRMED AT TIME OF ROOFING CONSTRUCTION
AND COMPLIANCE
Elevation 3 - a
NOOSA COUNCIL
APPROVED PLAN
EXE23/0035 25 OCTOBER 2023
NOTE: INSTALLATION OF ALL EXTERNAL MATERIALS BY BUILDER AS PER MANUFACTURERS SPECIFICATIONS AND CERTIFICATION REQUIREMENTS AS OUTLINED BY NCC
PROPOSED: CLIENT: PAUL COOPER BUILDER: PAUL COOPER MANDY'S DESIGN & DRAFTING SHEET: 9 of 10 DATE: ISSUE NO:
ALTERATIONS + ADDITIONS PH: 0438 343 151 QBCC NO: 1063563 PH: 0403 481 474 QBCC NO: 15117996 SCALE: 1:100 28 JUNE 2023 PC-2023-L
[email protected]
NOTE: THESE DRAWINGS TO BE READ IN CONJUNCTION NOTE: BUILDER TO CONFIRM SITING AND DIMENSIONS BEFORE CONSTRUCTION
WITH ENGINEERS DRAWINGS RESPONSIBILITY LIES THERE WITH
Page 4
NOOSA COUNCIL
APPROVED PLAN
EXE23/0035 25 OCTOBER 2023
[OCR of page images]
NOOSA COUNCIL
APPROVED PLAN
EXE23/0035 25 OCTOBER 2023
C) SG
CONSULTING
ENGINEERS
6 August 2019
SCG Ref: 29095(L1)
By Email: [email protected]
Paul Cooper Homes
Dear Paul
Re: Stability of Site — 24 Attunga Heights, Noosa Heads
Regarding the above site address, SCG Consulting Engineers performed a geotechnical assessment of the
property 21/05/2019.
The slope of the block was measured at 5% over the building site and 20% at the rear of the property.
Although mapping indicates a moderate risk of slope stability there is no indication that a risk of instability
exists on this block.
On further discussion with the design engineer and our RPEQ we feel a slope stability assessment would not
be required.
Should you required further information please contact the undersigned.
Yours sincerely
H
MATT SAGAR
For and on behalf of
SCG CONSULTING ENGINEERS
p: 07 5455 5604
F: 07 5455 5696
e: [email protected]
Ww: www.scg-engineers.com
PO Box 1661 Noosa Heads Qid 4567
Unit 1/11 Project Ave Noosaville Qld 4566 STRUCTURAL | CIVIL | GEOTECHNICAL
Debuild Pty Ltd Trading as ABN 40 098 481 899
Used in these records
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