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Compiled Approved Plans - 131999.982846.3
Plans and drawings: the text below has words only, no drawings.
-
NOOSA COUNCIL
APPROVED PLAN
131999.982846.2 18 MAY 2018
[OCR of page images]
RETAINING WALL TO SIDE
BOUNDARY DOES NOT
REQUIRE PIERS.
STEP FOOTING AS REQUIRED.
3509 x |O00 DEEP MIN. BORED PIERS
@ [500 CRS. MAX. 4/NI2 + RO LIGS
@ 400 CRS. -TYPICAL.
S/R Pm
x Rs 8
© a
|S 0
-
O
3
>
a
O
Edge of Patio 5
Stairs
Lo
[ Stairs
oO
Q
qn
y
Top of Rendered Walt
| ———
Bui lai Ng Above
Tmber
Top of Rock Walt
GENERAL NOTES
SCOPE
Only items specitically detailed on these drawings are
Included In tne engineers responsibility.
These drawings shall be read in conjunction with all
architectural “and other consultants drawings and
specifications. Discrepancies shall be reférred to
the engineer for direction before proceeding with the work.
DIMENSIONS
All dimensions and levels shall be verified by the contractor
before work is commenced. The engineers drawings shall
not be scaled. All dimension in mm Unless Noted Othernise.
DUE CARE
During construction, the contractor/ouilder shall be responsible
For maintaining the structure and all surrounding properties or
bulldings in a Stable condition and ensuring no part nill be
over stressed during construction activities.
WORKMANSHIP
Workmanship and materials are to be in accordance with the
relevant SAA codes (including all amendments) and any
governmental statutory requirements except where varied
the contract documents. Construction is not to commence
until building approval has been granted.
SERVICES
The builder is responsible For locating all existing and nen
services and shall be responsible for any damage to the
same. Any existing or proposed services within 6.0m of the
of the structure to be reported in writing to the engineer
before construction commences.
ARTICULATION OF BRICKWORK
All masonry shall be articulated in accordance with TN6l
(Cement & ‘Concrete Construction.)
BRITTLE FLOOR COVERINGS
Where brittle Floor coverings (such as tiles) are to be used,
extra measures are requiréd to control the effects of
concrete shrinkage. One or more of the Following methods
may be used:
- reinforcement in affected panels to be increased to Fq2.
- a flexible bedding system to be used.
- delay installation of floor coverings.
SITE MAINTENANCE AFTER CONSTRUCTION
The owner Is responsiole For the maintenance of the site
and should be Familiar with the performance and maintenance
requirements set out in the CSIRO publication |O-dl ‘Guide to
Home Owners on Foundation Maintenance and Footing Performance.
LOADBEARING MASONRY NOTES
( EXCLUDING AAC. MASONRY )
CONCRETE
WORKMANSHIP AND MATERIALS.
All workmanship and materials For concrete and
reinforcement shall be in accordance with AS 3600-2001
and associated codes.
CONCRETE STRENGTH FOOTINGS: N20
COVERS UNO.
The minimum cover (in mm) to reinforcement shall
be as follows:
TOP BOTTOM SIDE
FOOTINGS: 30 50 40
REINFORCEMENT
Reinforcement symbols:
N_ - deformed bar to AS/NZS 4671 - 2001
R_ - Plan bar to AS/NZS 4671 - 200!)
RF - Fabric to AS/NZS 4671 - 2001
Welding (apart From tack welding) is not permitted.
All cut bars require an additional bar to be spliced
adjacent to cut bar.
NI2 bars shall have a minimum lap of 450mm
Nié lap - 600.
Trench mesh to have a minimum lap of 500mm.
Reinforcement shall be supported so as not to be
displaced during concreting. Slab mesh to be
supported on bar chairs af |OOOmm centres
both ways.
CONSTRUCTION JOINTS
Construction joints shall be made only where shown on
the drawings or where approved by the engineer.
PENETRATIONS
Condults and cables shall be placed under the top
steel in the middle third of the slabs and beams,
Holes and chases other than those shown shall not
be made in concrete members without prior approval
From the engineer.
FOOTINGS ¢ ON GROUND
GENERAL
Footings and slabs shall be constructed in accordance
with AS 2870.|-20ll.
The builder is responsible for plumbing and drainage in
regard to the footing 5 stem. These details shall be in
accordance with AS 2870,|-20ll.
SLAB ON GROUND
Top soil containing grass roots or other organic material
shall be removed'trom the area on which thé slab is to
rest.
Top Under slab Fill to be clean sand placed in 200 dee
200 SERIES BLOCKWORK A + OF Rock Wal |. All masonry Is to comply with the provisions and loose layers and compacted by copeated rolling wath an
RETAINING WALL AS PER 9 recommendations of the SAA masonry code AS3100-2001 excavator and shall not exceed 600.
DETAILS. 5 2. Masonry units are to have an unconfined compressive New & existing underground trenches to be back filled with
De ck Q a strength (fluc) of 12 MPa or greater and comply with free draining gravel. Builder to ensure see page into trenches
relavant Australian Standards. does not pond over underlying solls.
pep > £ To of 3. Mortar to be class M4 Imported fill under slabs to be granular material or low plasticity
350 W x 500 D “Y fe} clayey gravel fill. Fill to be placed & compacted to 48% standard
x Timber ck Naty aryaereity ratio. In-Situ compaction tests'to be carried out during
STRIP FOOTING 5 B 4, Bed & perpend joints to be mortared across full width construction,
LBTM200 TOP & BIM. _ of brick or full width oF shell For hollow units.
RO LIGS @ 400 CRS. a 5. All joints shall be tooled on external faces. FORMWORK ¢ PROPPING
--—_. 6. Bond pattern to be stretcher bond unless noted otherwise. Formvon Sosation Pos ea num AS 3610 - 2010 and shall
—_ .
J, Where required, hollow masonry units to be Filled with
15 MPa bbck grout! 4 Back prop after removal of of Formwork for 14 days
| —_—_ —— > .
° / We 8. Cavity ties to be medium or heavy duty spaced at not rn
1 3 8 0 0 more than 600mm In each direction. (Durability classification R4) No npendedt sec ‘one ener loadin sco until all formork
4. At wall to wall interfaces (eg 'T' intersection), ties and props have been removed from those sections.
”n 1 / 1 S C 8 are to be spaced at an average of 300mm vertically
v t+ (400mm max.) with | row per intersecting leat.
% 2% 2 10, At inter-cavity mullions, ties to be both sides every NOOSA COU NCIL
x > RETAINING WALL PLAN ors APPROVED PLAN
Y — OOO ll. A slip joint using 'Alcor' or similar is to be Formed
between suspended concrete slabs/oeams and the 131999.982846.2 18 MAY 2018
supporting brickwork under.
“2
SCALE |:100 @ A3 JOB DESCRIPTION DRAWING TITLE
APPROVED NEIL McKENZIE & ASSOCIATES PTY. LTD.
DRAWN DN. PROPOSED NEW RETAINING WALL | FOOTING PLAN ¢ STRUCTURAL NOTES
CONSULTING eS INEERS CHEK IB ARAKOON CRESCENT,
CANAL» 14/699a SANDGATE ROAD : CUNSHINE BEACH !
8 CLAYFIELD, QLD 4011 DESIGNED NM
MLE. AUST), R.P.E.Q 2097, NP.ERS BHONE: (67) 3862 1886
THIS DRAWING REMAINS THE PROPERTY OF FAX: (07) 3862 1397 APPROVED NM. CUENT DRAWING REVISION
No. |. REVISION DATE | DWN [NEIL McKENZIE [&) ASSOCIATES (©) Copyright EMAIL: [email protected] ONE Ale JOHN JAMESON wuueer QIT-304-0l NUMBER
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Page 2
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NOOSA COUNCIL
APPROVED PLAN
131999.982846.2 18 MAY 2018
[OCR of page images]
z K——200 SERIES BLOCKWORK
L8TM200 TOP & BTM.
ROCK FACED i q NI2 @ 400 CRS. se R6 LIGS @ 1000 CRS.
x=
=
a NI2 @ 400 CRS. UP TO 1200 RETAINING & 1 T
5 NI2 @ 200 CRS. OVER 1200 RETAINNG © | |
x | | °
= | | 8
ed g | |
a 8 |
| N10 MAX.
fF) T T
| | | |
| | g g | | 3)NI2 ‘Z' BARS
| | rs) uw | |
| | | |
— | !
L8TM200 TOP ¢ BTM. , |
Rb LIGS @ 1000 CRS. 350 L8TM200 TOP & BTM.
RO LIGS @ 1000 CRS.
3500 BORED PIERS | | 600
@ |500 CRS. MAX.
AINI2 + R6 LIGS
@ 400 CRS.
Teer erst * BLOCKWORK & REINFORCING AS PER SECTION A-A
"> SECTION AA
NOOSA COUNCIL
APPROVED PLAN
131999.982846.2 18 MAY 2018
SCALE 1:20 @ A3 JOB DESCRIPTION DRAWING TITLE
EOD NEIL McKENZIE & ASSOCIATES PTY, U1D.[=—T== ee egnewus [cas
a 14/6990 SANDGATE ROAD CHECKED | Ni IB ARAKOON CRESCENT,
CLAYFIELD, QLD 4011 DESICNED | NM SUNSHINE BEACH
MIE. AUSZ., 8.P.E.Q 2097, N.P.ER3 PHONE: (07) 3862 1886
we APPROVED | 11M. CENT
No. | REVISION DATE | DWN el reeene a oocutee Conia EMAL: mell@nelinckensie com.au DATE Ale 11 JOHN JAMESON vise @l1-304-02 Neh
Page 3
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NOOSA COUNCIL
APPROVED PLAN
131999.982846.2 18 MAY 2018
[OCR of page images]
EXISTING RETAINING WALL
ed
a
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4
Z
ZZ
4
MAX.
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LIN 10 MA =F ope
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LIN IO MAX. cH TETETET TATE
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a“ TETETET TETETET
SECTION B-B
NOOSA COUNCIL
APPROVED PLAN
131999.982846.2 18 MAY 2018
SCALE 1:50 @ AB JOB DESCRIPTION DRAWING TITLE
APPROVED NEIL McKENZIE & ASSOCIATES Pry. LTD. tn PROPOSED NEW RETAINING WALL. | DETAILS
WNC en 14/6080 SANDGATE ROAD CHECKED | NM. 1@ ARAKOON CRESCENT,
ve RPEQ 2097, NP.ER3 CLAYFIELD, QLD 4011 DESIGNED NM SUNSHINE BEACH
THIS DRAWING [egwans THE PROPERN’ OF vai OP) “Be 8 ee APPROVED NM. CUENT DRAWING REVISION
REVISION DATE | DWN [NEIL McKENZIEN& ASSOCIATES (€) Copyright EMAIL: [email protected] DATE Ale 11 JOHN JAMESON vue G@l1-304-03 NUMBER
Page 4
Note:
- neither a full site measure-up nor a full site survey plan SITE INFORMATION
were conducted in relation to the subject site
- only a portion of the subject site in relation the proposed
lift location was assessed in both cases
R.P.D.:
- the indicated footprint of the existing residence is based
on satellite imagery and therefore represents an Lot No.: 791
approximation only of the subject building's overall footprint
Plan No.: RP48111
Area: 607.9 m2
Lot 792
BW BE
Proposed location of Property Boundary
mobility access lift 87° 48' 00"
40234
BN
1° 38' 00"
1° 38' 00"
12448
17828
Existing Residence
Crescent
Arakoon
(approximate footprint)
Property Boundary
Lot 791
Sunshine Beach
Property Boundary
BS
Property Boun
dary 84° 32' 00"
40234
Lot 790
Proposed Site Plan NOOSA COUNCIL
1 1 : 200
APPROVED PLAN
131999.982846.3 21 JULY 2023
JMF DESIGN PTY LTD CLIENT: LOCATION: Project number NO: DATE: AMENDMENTS:
27 Sunhine Beach Road
Jennifer Carr & Peter Butt Arakoon Proposed Site Plan 20/02/2023 Concept Plans
Noosa Heads Q 4567 18 Arakoon Cresent, Crescent 2023 11
e: [email protected] Sunshine Beach Qld
www.jmfdesign.com.au PROJECT: 4567 Date Scale Drawn by JMF 230223 Issued DA drawings
Drafting: Jessica Fleming Lift February 2023
As indicated Checked by JMF
QBCC 15200440
Document Set ID: 22379301
Version: 1, Version Date: 19/04/2023
Page 5
Note:
- indicated minium internal width and depth dimensions
are as per those specified in the Compact Elegance
Plus installation guidelines
- lift to be installed as per manufacturer's specifications
- all framing to engineer's specifications
- the wall thickness for the proposed lift shaft is 1 2 3 4
indicative only
- the thickness of the lift shaft walls will depend on 2 1
the engineer's specifications for structural framing and
the chosen cladding 14 14
Lift Shaft to Boundary
Lift Shaft to Boundary
1243
Property Boun
1120
dary
Circulation Space
625
A Change in 1190
Void to Floor Below
625
1 Ceiling Ht 1
Min. Internal Width
UP Cement Ren
15 de 15
Step Metal Balus W all Balustra red Solid
170 trade de
B Balcony
Lift Shaft
Min. Internal Depth
1020
Tiles
Proposed
1420
Compact
Elegance DP
Plus Lift
200
C LNDY Bath Robe
Tiles Tiles Hall
Garage CH 2420 CH 2545 Tiles
(not detailed)
CH 2520 Bedroom
Carpet
Step 170
CH 2510
D TV
Living
1 1
Tiles
16 16
CH 2350
2 1
14 14
Proposed Level 2 Floor Plan NOOSA COUNCIL
1 1 : 50
APPROVED PLAN
131999.982846.3 21 JULY 2023
JMF DESIGN PTY LTD CLIENT: LOCATION: Project number NO: DATE: AMENDMENTS:
27 Sunhine Beach Road
Jennifer Carr & Peter Butt Arakoon Proposed Level 2 Floor Plan 20/02/2023 Concept Plans
Noosa Heads Q 4567 18 Arakoon Cresent, Crescent 2023 12
e: [email protected] Sunshine Beach Qld
www.jmfdesign.com.au PROJECT: 4567 Date Scale Drawn by JMF 230223 Issued DA drawings
Drafting: Jessica Fleming Lift February 2023
1 : 50 Checked by JMF
QBCC 15200440
Document Set ID: 22379301
Version: 1, Version Date: 19/04/2023
Page 6
Note:
- indicated minium internal width and depth dimensions
are as per those specified in the Compact Elegance
Plus installation guidelines
- lift to be installed as per manufacturer's specifications
- all framing to engineer's specifications
- the wall thickness for the proposed lift shaft is
indicative only 3
- the thickness of the lift shaft walls will depend on 2 1
the engineer's specifications for structural framing and
the chosen cladding 14 14
Lift Shaft to Boundary
Lift Shaft to Boundary
1243
1120
Property Boun
dary
A 1190
1 1
Min. Internal Width
15 15
B
Lift Shaft
Min. Internal Depth
1020
Proposed
1420
Compact
Elegance DP
Plus Lift
C fireplace
Robe
ENS
(not detailed)
Tiles
Master Bed Balcony
D Step
Carpet Tiles
1 Raked Ceiling 20 1
16 16
Robe
1190 1300 1120 535
Entry to Lift FP Wall Robe
2 1
14 14
Proposed Level 3 Floor Plan NOOSA COUNCIL
1 1 : 50
APPROVED PLAN
131999.982846.3 21 JULY 2023
JMF DESIGN PTY LTD CLIENT: LOCATION: Project number NO: DATE: AMENDMENTS:
27 Sunhine Beach Road
Jennifer Carr & Peter Butt Arakoon Proposed Level 3 Floor Plan 20/02/2023 Concept Plans
Noosa Heads Q 4567 18 Arakoon Cresent, Crescent 2023 13
e: [email protected] Sunshine Beach Qld
www.jmfdesign.com.au PROJECT: 4567 Date Scale Drawn by JMF 230223 Issued DA drawings
Drafting: Jessica Fleming Lift February 2023
1 : 50 Checked by JMF
QBCC 15200440
Document Set ID: 22379301
Version: 1, Version Date: 19/04/2023
Page 7
Note:
- indicated minium internal width and depth dimensions
are as per those specified in the Compact Elegance
Plus installation guidelines
- lift to be installed as per manufacturer's specifications
- all framing to engineer's specifications
- the wall thickness for the proposed lift shaft is
indicative only
3 4
- the thickness of the lift shaft walls will depend on
the engineer's specifications for structural framing and
the chosen cladding
match with floor tile
Master Bed
Balcony
Lift Entry
2450 Entry
ENS to Lift
(not detailed)
lopi 3615
Robe
Level 3
32520 Composition of floor
unknown. Builder to
confirm.
Living Bedroom
3040
Entry
to Lift
TV
Level 2
50
29480
Side Balcony
29430
1190 1300 1120 535
Lift Entry FP Wall Robe
Proposed Section 4 NOOSA COUNCIL
1 1 : 50
APPROVED PLAN
131999.982846.3 21 JULY 2023
JMF DESIGN PTY LTD CLIENT: LOCATION: Project number NO: DATE: AMENDMENTS:
27 Sunhine Beach Road
Jennifer Carr & Peter Butt Arakoon Proposed Section 20/02/2023 Concept Plans
Noosa Heads Q 4567 18 Arakoon Cresent, Crescent 2023 16
e: [email protected] Sunshine Beach Qld
www.jmfdesign.com.au PROJECT: 4567 Date Scale Drawn by JMF 230223 Issued DA drawings
Drafting: Jessica Fleming Lift February 2023
1 : 50 Checked by JMF
QBCC 15200440
Document Set ID: 22379301
Version: 1, Version Date: 19/04/2023
Page 8
Note:
- indicated minium internal width and depth dimensions
are as per those specified in the Compact Elegance
Plus installation guidelines 4 3 2
- lift to be installed as per manufacturer's specifications
- all framing to engineer's specifications
- the wall thickness for the proposed lift shaft is
indicative only
- the thickness of the lift shaft walls will depend on
the engineer's specifications for structural framing and
the chosen cladding FP
Custom Orb Metal Cladding Flue
Flyover Roof
Rainhead
Bath Roof Ht
35130
Frameless Glass FG
2610
Balustrade
Level 3
Lift Shaft
6050
32520
520
Wall Lights
Downpipe Wall Lights
Cement Rendered
3040
Balustrade
Balcony
2520
Metal Balustrade
LNDY
Level 2
50
29480
Side Balcony
29430
Proposed Compact Cladding of lift shaft
Elegance Plus Lift to match existing
NOOSA COUNCIL
Proposed Section 3 APPROVED PLAN
1 1 : 50
131999.982846.3 21 JULY 2023
JMF DESIGN PTY LTD CLIENT: LOCATION: Project number NO: DATE: AMENDMENTS:
27 Sunhine Beach Road
Jennifer Carr & Peter Butt Arakoon Proposed Section 20/02/2023 Concept Plans
Noosa Heads Q 4567 18 Arakoon Cresent, Crescent 2023 15
e: [email protected] Sunshine Beach Qld
www.jmfdesign.com.au PROJECT: 4567 Date Scale Drawn by JMF 230223 Issued DA drawings
Drafting: Jessica Fleming Lift February 2023
1 : 50 Checked by JMF
QBCC 15200440
Document Set ID: 22379301
Version: 1, Version Date: 19/04/2023
Used in these records
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