Council archive · source document
Approved Plans - MCU22 0207 & OPW22 0314 · MCU22/0207
Plans and drawings: the text below has words only, no drawings.
SITE DETAILS
lot 45 on N21844
24 wesley court, noosa heads 4567 NOOSA COUNCIL RESPONSIBILITY CANNOT BE TAKEN FOR SITE LEVELS
site area - 648.39M2
WESLEY COURT APPROVED PLAN
MCU22/0207 & OPW22/0314
THEREFORE THE BUILDER SHOULD VERIFY THESE LEVELS
BEFORE COMMENCING ANY WORK
12 APRIL 2023 CUT AND FILL, LEVELS SHOWN ON THIS PLAN ARE APPROXIMATE
62d58'40" INTERPRETATION, AND MAY VARY TO FINISHED LEVELS ON SITE
20.727 AS ANNOTATED BY COUNCIL AT COMMENCEMENT AND COMPLETION OF WORKS
PLATFORM IMMEDIATELY SURROUNDING RESIDENCE TO
FALL AWAY FROM RESIDENCE AT A SLOPE OF 1 IN 15MIN.
DN
DN DRIVEWAY SLOPE NOT TO EXCEED A MAX 1 VERTICAL TO
4 HORIZONTAL APPROX.
boundary line
1000MAX HIGH TIMBER RETAINING WALLS TO HAVE 65mm DIA. AG. PIPE
3000
11000 jetty (DISCHARGE TO STORMWATER) + GRADED GRANULAR BACK FILL
BEHIND AND TO BE CONTAINED WITHIN SITE
RETAININING WALLS EXCEEDING THIS ARE TO BE ENGINEERED ALSO
10000
134.5sqm
332d58'40"
DISPOSE SEWERAGE IN ACCORDANCE WITH LOCAL AUTHORITY
19.5sqm
area of water
31.182
existing line of residence PREPARED DRAINAGE PLAN
within required
7000
setbacks
DISCHARGE ALL STORMWATER TO COUNCIL S/WATER SYSTEM
152d58'40"
(DOWNPIPE DESIGN, SIZE AND LOCATION BY BUILDER AND ROOFING
3000 12500 1500 3000 REQUIREMENTS, AND MAYBE ADJUSTED TO SUIT SITE CONDITIONS.
31.442
DOWNPIPES:
90DIA OR 100x50 DOWNPIPES TO STORMWATER PIPES 100mm MIN
COVER 1 IN 100MIN FALL
TERMITE PROTECTION
BUILDER TO PROVIDE TERMITE CONTROL SYSTEM IN ACCORDANCE
WITH AS.3660.1
TERMITE PROTECTION GENERALLY SHALL BE BY GROUND FLOOR SLAB
AS BARRIER AND EXPOSED EDGE OF SLAB AS VISUAL BARRIER
TERMI MESH OR SIMILAR COLLARS TO SLAB PENETRATIONS
TERMITE RESISTENT (HAZARD LEVEL H2) TIMBER FRAMING GENERALLY
existing BUILDER TO PROVIDE ACCESS FOR CLEAR VISUAL INSPECTIONS TO THE
ENTIRE PERIMETER OF THE HOUSE, AND THE EXPOSED EDGE OF CONCRETE SLABS
residence
940 ENERGY EFFICIENCY
6210
ALL TOILETS TO BE INSTALLED WITH 3/4.5 DUAL FLUSH CISTERNS OR BETTER
proposed powder coated ALL SHOWER HEADS TO HAVE CERTIFIED AAA WATER CONSERVATION RATING
ALL TAPS TO HAVE CERTIFIED AAA WATER CONSERVATION RATING
DN aluminium ENERGY EFFICIENT LIGHTING TO BE USED FOR MIN OF 80% OF FLOOR AREA
DN HOT WATER SYSTEM TO BE GAS BOOSTED SOLAR HOT WATER SYSTEM
framing + tinted
530
(OR OTHER APPROVED) OF SIZE TO SUIT REQUIREMENTS.
2635 243d41'20"
glass sheets over
3000
20.728 3000 GENERAL
proposed proposed
ALL CONSTRUCTION METHODS AND MATERIALS TO BE IN ACCORDANCE WITH:
pergola deck extension 3000
THE BUILDING CODE OF AUSTRALIA
THE BUILDING ACT 1975
APPROVAL RELATES TO
18.35sqm
proposed aluminium sliding STANDARD BUILDING REGULATION 1993
BUILDING REGULATION 2006
THE JETTY ONLY
gate for store under proposed QDC QUEENSLAND DEVELOPMENT CODE
7000
AS 1684-2006 TIMBER FRAMING CODE
existing deck jetty ALL TIMBER FRAMED WALLS TO WET AREAS TO BE LINED WITH FC
NOTE TO BUILDER:
(size, position + shape
1500 WC'S TO BE A MIN CLEAR FINISHED WIDTH OF 900mm
IF ANY DISCREPANCIES ARISE IN THE CERTIFICATION to be confirmed) DOORS TO WC'S TO HAVE LIFT OFF HINGES
PROCESS, AND BUILDING WORKS HAVE COMMENCED SMOKE ALARMS TO BE PROVIDED AS PER BCA & AS3786
NO RESPONSIBILITY IS TAKEN FROM THE COMPLETED MASONARY CONSTRUCTION TO BE IN ACCORDANCE WITH AS3700
DESIGN AND DRAFTING. IT IS A REQUIRED PART OF THE ALL WET AREA FLOORS AND WALLS TO BE PROTECTED AS PER CLAUSE 3.8.1 BCA
BUILDING AND PLANNING OF INDIVIDUAL PROJECTS TO BALUSTRADING TO BE 1000MIN ABOVE FINISHED FLOOR LEVEL AND HAVE
CONFIRM COUNCIL PLANNING SCHEME AND BUILDING 125mm MAX SPACING IN BALUSTERS
site plan
COMPLIANCE. PROVICE DPC'S AS PER CLAUSE 3.3.4 BCA
PROVIDE FLASHINGS AS PER CLAUSE 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: CATHERINE + BUILDER: NOOSA'S OWN BUILDING MANDY'S DRAFTING ONLY SHEET: 1 of 7 DATE: ISSUE NO:
EXTENSION + JETTY ROBERT MARTYR + MAINTENANCE PH: 5474 1906 QBCC:1254229 PH: 0403 481 474 SCALE: 1:200 16 FEB 2023 CR-2023-K
NOTE: THESE DRAWINGS TO BE READ IN CONJUNCTION NOTE: BUILDER TO CONFIRM SITING AND DIMENSIONS BEFORE CONSTRUCTION
Document Set ID: 22323023
WITH ENGINEERS DRAWINGS RESPONSIBILITY LIES THERE WITH
Version: 1, Version Date: 27/02/2023
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Page 2
NOOSA COUNCIL
APPROVED PLAN
MCU22/0207 & OPW22/0314
LINDSAY CONSULTING PTY
LINDSAY CONSULTING PTY LTD
LTD
boundary line 12 APRIL 2023
AS ANNOTATED BY COUNCIL RPEQ 4928
OFF. 2C/82 PARKER STREET, MAROOCHYDORE PH 54 792 118
THIS DRAWING REMAINS THE PROPERTY OF
LINDSAY CONSULTING PTY LTD AND IS FOR
2400 3500 3500 600 THE SOLE USE OF THE CLIENT. NO PART
MAY BE USED IN PART OR WHOLE WITHOUT
PRIOR EXPRESS WRITTEN CONSENT OF
LINDSAY CONSULTING PTY LTD
CLIENT AND PROJECT DESCRIPTION
NOOSA OWN BUILD.
750 750
PROPOSED ALTERATIONS
FB2
FB2
FB2
FJ2
FJ1
24 WESLEY COURT
FB1
FB1
Dia 315 concrete NOOSA HEADS
1500
FJ3
piles, refer detail
750
DRAWING TITLE
FOUNDATION & JETTY PLAN
600 600
existing doors
MEMBER SCHEDULE SCALES
FJ1 - 200 x 50 F14 CONTINUOUS JOISTS AT 500 CRS
frame
APPROVAL RELATES TO 2-NO. SS framing anchors per connection
THE JETTY ONLY FJ2 - 200 x 50 F14 SINGLE SPAN JOISTS AT 250 CRS
2-NO. SS framing anchors per connection
FJ3 - 200 x 50 F14 SINGLE SPAN JOISTS AT 500 CRS
2-NO. SS framing anchors per connection
SURVEY DATUM
FB1 - 200 x 75 F14, 150 x 10 mm SS angle, 250 mm long
with 4-M12 to bearer, 2-M16 to top of pile .
FB2 - 200 x 75 F14, 150 x 10 mm SS angle, 250 mm long
with 4-M12 to bearer, 2-M16 to top of pile ASSOCIATED CONSULTANTS
PP1 - 200 x 50 F14 pole plate fixed with M12 at 900 CRS
boundary line
REVISION LIST
A ORIGINAL ISSUE 28/08/19
B REVISED 16/2/23
C
PF1 DETAIL
Computer File
220632FD.DWG
DRAWING NUMBER SHEET REV.
22-0632-F3 3 B
Document Set ID: 22323024
Version: 1, Version Date: 27/02/2023
Page 3
JETTY NOTES
NOTES FILL SIDE NON-FILL SIDE
Design Wind Velocity 49 m/s
Berthing Velocity and Hydraulic Loadings 0.75 m/s
150 x 10 mm SS angle, 250 mm long Steel Column LINDSAY CONSULTING PTY
LINDSAY CONSULTING PTY LTD
Live Load - 2.0kPa to Deck
NS
LTD
All work shall be carried out in accordance with with 4-M12 to bearer, 2-M16
to top of pile RPEQ 4928
the relevant Australian Standards OFF. 2C/82 PARKER STREET, MAROOCHYDORE PH 54 792 118
Uncontrolled Fill THIS DRAWING REMAINS THE PROPERTY OF
Timber 20 mm LINDSAY CONSULTING PTY LTD AND IS FOR
grout pad THE SOLE USE OF THE CLIENT. NO PART
All Timberwork shall comply to AS1720 and be
1500 mm
Water level MAY BE USED IN PART OR WHOLE WITHOUT
Under
F14 hardwood durability 1 or CCA treated. PRIOR EXPRESS WRITTEN CONSENT OF
1500 mm MIN
LINDSAY CONSULTING PTY LTD
Fasteners shall be Grade 304 Stainless Steel. CLIENT AND PROJECT DESCRIPTION
Concrete Pile reinforcement Dia 315 NOOSA OWN BUILD.
6-Y20 for protected locations Bed Level
All Concrete work shall comply with AS3600 6-Y24 for exposed locations PROPOSED ALTERATIONS
Exposure Classification "C" 24 WESLEY COURT
Minimum Concrete Strength - 50 MPa at 80 slump
Natural Surface NOOSA HEADS
Poured, compacted and cured in accordance
uPVC Permanent (undisturbed ground)
casing
with the Australian Standard.
30 mm minimum cover to all reinforcement DRAWING TITLE
TYPICAL FOUNDATION
300
MIN
with uPVC cover (i.e. piles)
150
DETAILS
3000 MIN
Steel
All Steelwork shall comply with AS4100 and shall be DIA 450 mm 150 SQ x 8mm SCALES
hot dipped galvanised. MIN Base plate
All welds shall be 8 mm Fillet weld
Alumimum TYPICAL MAIN POST PAD FOOTING DETAIL - PF1
All Alumimum shall be in accordance with AS1664 Not to scale
Alumimum shall be grade 6061 T6
All welds shall be 4 mm fillet welds using TYPICAL PILE CONNECTION DETAIL
Alloy 5356 filler. Not to scale SURVEY DATUM
Provide 2 Layers of alcor between aluminum .
and concrete surfaces.
Provide 2 coats of zinc chromate between ASSOCIATED CONSULTANTS
stainless steel and aluminium surfaces
REVISION LIST
A ORIGINAL ISSUE 28/08/19
B REVISED 16/2/23
C
NOOSA COUNCIL
APPROVED PLAN
MCU22/0207 & OPW22/0314
12 APRIL 2023
Computer File
220632FD.DWG
DRAWING NUMBER SHEET REV.
22-0632-F4 4 B
Document Set ID: 22323024
Version: 1, Version Date: 27/02/2023
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