08/0026 - Response to Information Request [As Published] · 132008.26

Page 2

muy

Alternate Siting

Refer to Pages 3 & 4 of initial application dated 21* December 2007 for Coastal Protection Precinct and street
boundary setback relaxation.

The proposed building complies with the standard setbacks stipulated in ‘Schedule 1—- Minimum Setbacks For
Buildings and Other Structures’ in the Noosa Plan in that it is set back in excess of 1.5m from the side and rear
boundary to a height of 4.5 metres, and 2 metres from between 4.5 metres and 7 metres high.

Refer drawings WD 1.01 B, 102 C, 103 B and WD 2.01 C.

Site Cover

Refer to Page 5 of initial application dated 21st December 2007 for Site Cover relaxation.

Site Area: 612m?
Ground Floor Site Cover 281m2 (46%) (36m? above the 40% requirement)
First Floor Site Cover 204m? (33%)

The total site cover (Ground and First Floor) for 52 Noosa Parade is 79% (46% + 33%).

The Noosa Plan states that site cover means the proportion of a site covered by all buildings and structures
roofed with impervious materials. Thus, the area of the central courtyard that is not roofed does not constitute
site cover.

Refer drawings WD 1.01 B, 1.02 C and 1.03 B
Landscaping

Site Area: 612m?

Soft Landscaping 122m? (20%)

Refer drawings WD 1.01 B, 1.02 C

Page 3

Proposed New Single Detached Dwelling - 52 Noosa Parade, Noosa Heads

21st December 2007
0714 - 10002

Manager of Building Services
Noosa Council

PO Box 141

TewantinQ 4565

Dear Sir / Madam

PROJECT: Proposed New Single Detached Dwelling
52 Noosa Parade
Noosa Heads

SUBJECT: |= MCU Application
(Code Accessible)

RECEIVED
13 FEB 2008

BOOSA SHIRE CCUNCIL
FRONT COUNTER

 

On Behalf of our client, J. Turner (Jilrift Pty Ltd), we provide the following information in support of our request

for Council to grant relaxation on the following issues:
- Roof Form (overhangs)
-  Altemate Siting (Setbacks)
- Site Cover
- Coastal Protection Region
- Natural Hazard - Acid Sulphate Soils

We also enclose the following information:
Cheque in the amount of $650.00

Completed IDAS Assessment Checklist
Completed IDAS Form 1 Part A, Part D and Part

Yours faithfully

Tim Ditchfield
MIDDAP DITCHFIELD
ARCHITECTS

 

Gm They Whig Hts Mota, eG ta
(iin OF See OR ene OY Her E

Attee VO Be

 

   

lesligngay- ne GS

Page 3
Page 4
Page 5
Page 6
Page 9

E

4 sets of Architectural Drawings No.s 0714 - 1.01, 1.02, 1.03, 1.04, 1.05 and 2.01
Acid Sulphate Management Plan (prepared by Bio-Track)
Soil Report Prepared by Geo-Investigations Pty Ltd

EDD /

Lee. Waders. em ae
erate dh tee Ry at) ART ATA a

Page 4

Proposed New Single Detached Dwelling - 52 Noosa Parade, Noosa Heads

 

The Site and Surrounding Conditions

The site is vacant and located in a well established river front residential area. It is relatively level and clear of any
vegetation except for lawn.

It is bounded to the West by a large bulky, rendered two storey building and to the East by a part two storey
dwelling. (Refer photos below)

 

 

 

 

West Neighbour ~ East Neighbour

--2--

Page 5

Proposed New Single Detached Dwelling - 52 Noosa Parade, Noosa Heads

 

Roof Form
We request a relaxation of the Noosa Town Plan's minimum 600mm roof overhang based on the following:

There are two areas of the proposed residence which do not have a minimum 600mm roof overhang.

1) The Western side of the garage (approximately 9 metres in length):
The Western Garage wall is 20mm off the side boundary, and comprises of concrete filled blockwork
which will provide sufficient acoustic and solar insulation. The garage, by having openings at both ends
enables cross ventilation and is separated from habitable zones of the dwelling to prevent unwanted solar
gain from affecting the residence.

2) The South-Eastem end of the Courtyard (approximately 3.2 metres in length)
The design of the building means that this side of the courtyard will be largely protected from the sun. The
established tree that will be planted in the courtyard and the overhangs of the roofs above provide
additional shelter.

Building Character

With the exception of the above two areas, a key element of the proposed building is generous roof overhangs,
facilitating sustainable climate control and creating a sub-tropical character. The two main roofs maintain a
minimum overhang of at least 900mm (maximum of 1800mm excluding Deck 4, which is larger again). Overhangs
of up to 3000mm to habitable areas encourage use of outdoor areas and provide sun protection exceeding the
preferred outcomes of the Noosa Plan.

Page 6

 

Proposed New Single Detached Dwelling - 52 Noosa Parade, Noosa Heads

 

Alternate Siting

The proposed building complies with setbacks from the side and rear boundaries. Roof overhangs project by no
more then 600mm into setbacks, and create no loss of visual amenity for neighbours.

We request a relaxation of the Noosa Town Plan's minimum 6 metre setback from the street boundary based on
the following:

Existing Precedence

The neighbouring building on the westem side (54 Noosa Parade) has encroached into the 6m setback from
Noosa Parade with substantial structures 5m from the street boundary. Refer drawing 0714 1.01. Only the
proposed building's roof overhang is set back 5m from the street to match the existing neighbouring building.

Articulated Fagade

The proposed residence has a highly articulated street elevation, with the ground floor stepping back up to 8
metres from the Noosa Parade boundary. The upper floor is significantly further away from the street then the
ground floor (varying from 6.3m to 9.7m). It is our opinion that the proposed house will not present the bulky
appearance of neighbouring properties to the street as the Upper floor is divided into two wings, and there is a
visual connection between Deck 2 (on the river side of the site) and the street.

Street Elevation of Proposed Building showing the
articulation of the elevation and the openness of the First
Floor.

 

 

 

 

 

West Neighbour (54 Noosa Parade), from the street. The dwelling has substantial structure encroaching into the 6m setback from the
Noosa Parade boundary.

 

 

 

 

 

 

 

 

Page 7

Proposed New Single Detached Dwelling - 52 Noosa Parade, Noosa Heads

 

Site Cover

Site Area: 612m?

Ground Floor Site Cover 281m? (46%) (36m? above the 40% requirement)
First Floor Site Cover 204m? (33%}

The total site cover (Ground and First Floor) for 52 Noosa Parade is 79% (46% + 33%).
We request a relaxation of the Noosa Town Plan's maximum 40% site cover based on the following:

Outdoor Areas

The proposed building is 36m? above the 40% requirement. (Refer drawing WD 1.01 for calculations). This
increase consists of overhangs, not enclosed spaces. 25.6 m? of the increase is comprised of the roof and first
floor overhangs on the riverside; a further 24.2m? is the first floor overhang in the Courtyard. Enclosed space on
the ground floor is 231.2m? or 37%.

Articulated Built Form

All four elevations of the proposed building are articulated, and do not present the appearance of bulk to either the
street or to neighbouring properties. The proposed 46% site cover on the ground floor is well beneath the 50% site
cover required as an acceptable solution in the Queensland Development Code part 12 A3.

Page 8

Proposed New Single Detached Dwelling - 52 Noosa Parade, Noosa Heads

 

Coastal Protection Region

52 Noosa Parade is situated within the Coastal Protection Precinct Overlay and is the only remaining vacant
property with river frontage.

The river frontage of Noosa Parade is retained by a stone revetment wall to contro! erosion.

We request a relaxation of the Noosa Town Plan’s Coastal Protection Precinct overlay, permitting construction to
occur within the 10m setback from Mean High Water Mark based on the foliowing:

Existing Precedence

The majority of the residences along Noosa Parade are sited within 10m of the mean high water mark. Many have
made stone or blockwork additions to the revetment wall (refer pictures) enabling them to achieve the minimum
floor fevel required by the Noosa Plan. Pools are also often positioned against the revetment wall, in most cases
with a wet edge. Some existing houses look to have terraces that cantilever over the property boundary.

 

 

 

—.
The Existing River Frontage

Established River Frontage

The proposed building maintains the river frontage established by the existing buildings along Noosa Parade.
Similar to many buildings along the river, the stone revetment wall will have a blockwork retaining wall addition,
which will prevent any erosion occurring during and after construction. The retaining wall, within the property
boundaries, enables the proposed house to achieve the minimum floor levels and enables the creation of a terrace
that promotes outdoor living and gives the occupants good access to the water frontage, a specific outcome for the
detached housing zone.

 

a)
a

Bf
Qy J:

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Arial View of the existing river frontage, the majority of existing buildings are within 10m of the mean high water mark.

ate ‘ a

 

 

--6--

Page 9

Proposed New Single Detached Dwelling ~ 52 Noosa Parade, Noosa Heads

 

Foreshore Character

The materials for the proposed house, predominantly weatherboard with rendered blockwork and fibre cement
sheeting with cover battens, will have no adverse effects on coastal resources. The character of the building, with
its lightweight construction and articulated facades will not detract from the foreshore when compared to more
bulky neighbours.

 

 

 

Existing Houses along Noosa Parade that are built within the Coastal Protection Region and look to have cantilevered terraces over the
property boundary.

 

An example of a poo! within the coastal protection region

 

 

 

 

Detached Houses along Noosa Parade that have made additions to the revetment wall to achieve required minimum fioor levels.
--7--

Page 10

Proposed New Single Detached Dwelling - 52 Noosa Parade, Noosa Heads

 

Building Footprint

The Noosa Plan requires a setback of no fess then 10m from the mean high water mark in coastal protection
precincts. On a small lot similar to this one (612m?), when combined with the set back from Noosa Parade, the
result is an unrealistic allowable building footprint.

Page 11

ee

Proposed New Single Detached Dwelling - 52 Noosa Parade, Noosa Heads

 

Natural Hazard - Acid Sulphate Soils

The report from Bio-Track states that the samples taken are low in acidity ranging from less then 0.01% at the
surface to 0.09% at a depth of 3 metres. The report states that there is no measurable residual acidity, but that the
sulphide exceeds the QASSIT levels. Attached is the acid sulfate management plan prepared for 52 Noosa Parade
by Bio-Track.

Page 12

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

NOTES

- Contirm ail dimensions, building setbacks and
proposed building levels on site prior to
commencement of construction.

- Locate and confirm the positior of all services on
site prior to commencement of construction.

- All construction shall conform to the Building Code
of Australia, all relevant codes and Australian
Standards.

~ Refer to Eng's drawings for design of wind loading,
footing and RC slab design, bracing and framing
details.

- Install Kordon Termite barrier system in accordance
with manufacturers instructions and the requirements
of AS 3660,

~ All work to comply with DA, MCU, @ Operational
Works Approvals.

- Connect sewer € stormwater in accordance with
Council requirements.

 

 

 

 

 

DRAWING INDEX
© @ © PLANS Page
5800 7700 5100 4 5009 L Site Plan 1.01
New Block—— 4 4 7 4 Street Setback (to roof line)7 Ground Floor Plan 1.02
Fence First Floor PI 1.03
inst Floor Plan .
Sy Existing House Manhole Roof Plans € RCP 1.04
Sg ; Dimensioned Floor Plans 1,05
| A OY PO New Block oe
xh $r Fu oy [. ence Sy ELEVATIONS ¢ SECTIONS
f et ow By 2 | 2
[re L 2 ge ————*
= Elevations and Section AA 2.0!
5 | — Gata
ag Landscaping—— [— To nt 1 LS Setback
| | A Py TT “om Seatback = 7 Extent of ee — | -
\ | Pool _ rs over
\ | t Edge T— OO ™~ | — FFL 2.70 |
| Lo Ld Office 1 |
ben
Roobabar
| Pol Seat Foo! Seat
; | Bite T Block wail
!
Pool Fente | Pool Fence 71 [| _| New Tree P—Tmbet Sereen
| | Gate VALU = Letter Box
te i re 1
_ _ a ee ee _ — _ ee Timbef Screen
| a) ___ Type A
Extent of

 

 

 

River

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

FFL 2.70 FFL 2.70 bullding over FFL 2, r |
Tjerrac Lounge Cou LY Office 2
\ Lawn | New Tree | S I PA
Extent of ———_—_ i
Concrete roof | | q
|e | {
yew fearing | ! ={ || water feature Ste! q
Rocks where EF 4 - |
© ro vd ~ New Tree 4
necessary — acsns-s-st _ 1 fae
Extent of- | n ry | Tim Seat) |
Bullen | | Retaining Wall
above 3 _| . Water Feature TW Beneat cree
F- —- — \ bo ae ' OWCPATTT Tiga disc A 7). | K Tandscaping PA
| | YE I | | Lsimber sce 1 al
fe. | 270 t ry | Type A
| | ae: Water Tank Gara e | rely |
| : ' 2.70 : ten 40 FFL 2.70 a 0 30 000 Litre cmon fater Tank / | | i Motoribed
+ FEL 2. i af 4 7 70 . beneath Garage | 4 Gate
| aK ; . a.
| —_— { ier Media Store Position of tank ved ath Driveway
| \ 4 Room Garage " / t | | Crossoyer and Dnveway
{ m ~Y tran Access | / | | Busting 4 to comply with Chuneil
7 ; a Lee oo OTL phase — 1) Sener bine | Requirments
~ —_ = 4 _
[ ws ar. re | 1 |
To I vl ils boy i
| 5m Seatbac| Ce ent of . | “T. I "TS Setback i
~ > l
£3 sv above | I Aftiilectrcity.
eg ay L_Landiscaping ! Metre Box
Pe
<
oy
Exsting Fence ve

 

 

 

 

Noosa
Parade

external hosecocks

 

 

PROPERTY DESCRIPTION
Lot 57 on N21 858

Parish of Weyba

County of March

 

 

 

 

 

 

 

 

 

 

 

 

 

Ground Floor
Site Cover 1:200

SITE AREA = 6/2
SITE COVER = 281(46%)
Allowed (40 %) = 244.8

 

Existing House

 

 

 

 

 

 

 

 

 

First Floor

Site Cover 1:200

SITE AREA = 612
SITE COVER = 204.1 (33%)
Allowed (40 %) = 244.8

 

 

 

 

Landscaping 1:200

SITE AREA = 612
Landscape = 122 (20%)

 

 

 

 

 
  

lider and/or Sub-contractors shall varify all project dimensions
Commencing on-site work or off-site fabrication. Do not scele off drawing.
Refer any discrepancies to architect before commencing work.

This drawing is subject to copyright and cannot be reproduced in whole

 

or in part by any madium wi the written permission of
MIDDAP DITCHFIELD ARCHITECTS
Architects

MIDDAP DITCHFIELD Pty Ltd

Architect Reg. No. - P Middap 001850. T Ditchfietd - 002195
a.b.n. 49 064 466 708

Cnr Mary and Thomas Streets
NOOSAVILLE QLD 4566

Ph - (07) 5474 0877 Fax - (07) 5474 0906
Email - [email protected]

 

CLIENT

J. TURNER
PROJECT

Proposed House
LOCATION

52 Noosa Parade
NOOSA HEADS

 

DRAWING

Working Drawings
Site Plan

scale date drawn
1:100 Oct 2007 Jw
Proj no. Dwg no.

0714 WD 1.01 B

 

~ Rainwater Tank to be plumbed into all cistems aad |

Page 13

[> Gmm FC with Timber
Cover Battens
(PD ( Square Set Plasterboard

f& ( WV. Boards
(i> Render Finish Blockwork

[RD LG) Rendered Concrete

wi Timber Weatherboards
(S> [EF] Stone

(SL> (BD) Glass Splashback
(ED OH ties type |

(> 2) Tiles Type 2

 

Manhole

   

Fay New Block Fence

 

 

 

 

 

    
  

 

 

 

 

       
    

 

 

 

   
 

  
 

 

 

 

  
 

 

 

 

 

 

 

 

 

 

 

 

 

 

     
  

 

 

 

 

 

 

 

 

 
 

 

 

 

 

 

 

 

    

  

 

  
 
  

 

 

 

 

Y F
. O
sss I |
| : T
PE I SS Ga -
| ee tte caveres — —*
ee - oe. —— . - - = oo a oO _ Pop LLL _ — fe
Extent of builaing |
over LL
FFL 2.70
p | ffice 4
Le @u Office 1 Desk =|
B | k{-—Extent of Rodkabove
VALLE LL LLL D eof Block Wail
a Poal Seat Outdoor P Oo y
. T Shower
ETS | | weapon | 4 @ [apr
Pt Clad in Timber g Y —
Z g
yj Y (A
FFL 2.70 y bandacaping y Timber Sergen 201
Lounge Y . y eee
| Fence
Timber Floor Boards my ey Yo Letter Bi
Extent of — ~ ~ etter Box
Bulcins abo y Gate
creel Fest — Steel Post a Extent of building;
in Ty ost, i Imber mn
_ {- Le aan Gad Timber ; - ia ow a __ _|it _ g - Noe A oer
| T | I mon —Eatent of Rootapove
Stack-back siding
! | =
errace Zig r
| Lawn Tile | y H New Tree fl
y Y ca @
| AIA Landscaping Stace —=
| npr i att CB
| Stent ot py Dining e | ent of Slab T
Concrete rot Int T above
ov 6003
apove ls Timber Floor Boards | tack-back sliding ue
| t : door i
| | > G03 Ui Post " ~ ak Fost ae Post c— 03 Shag door a {New Tree
| ® | @ [email protected] sfang————_}_____} {| * — — hops cette te te cect _| Entry
__J : Timber Ficor Boards
(fnew Retain Root Above | Recessed cor Block Wall (iC
Wall, Reloca shin | matt wth timber i : Beneath Seren P
Rocks where Steel Pest, [eae B surround s | (| \2.02/
a she _[® ag es
i

 

 

| Extent of —4

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ey
5 : 4 Sy — {EEE EE Y mow > Timber Screen’ Landscaping - Z/|
me = cx ty ektlesa ey) a =
| Z stairs al OE Se i SY )
| DW Under Microwave y [L_ a is ee , y Plumbing Stack 7
! —— £ mom Macro y — lbs = fp LLL) nan j |
! Extemal Kitchen oe ~ al y a Water Tank h y Garage / ‘
ermal ngehood (— ump / Coloured Concrete
| Stack back 5 wer ‘ Y CRB) Ke y | 30.000 Litre (min) Water Tank / [FED Motorised Gate
eo y FFL 270 y FFL 2.70 y beneath Garage / an
| Gukread One: GB Lo / g Media Room Store min / Driveway
| ————— =~ yj Plum Timber Floor Boards y Concrete g / Coloured Concrete ~ \2.03/ = ce to RFT
| Rangehood Bere Lo Stack y Y / j 2 Date Ag pication
er FFL 2.70, a Y _ g y Position of tank beneath Garage / , utider andor Sub-contractors shall varify all project dimensions
{ } yA Built i
Laun i) uilt-out wall g / commencing on-site work or off-site fabrication. Do not scale off drawing.
| dry Jot Z for TV iy | Tank Access / «Extent of concrete root above Refer any discrepancies to architect before commenting work,
nea morn y y- | waa sere ASR ae Pont aacee ho
_ | Shower. __ WLLL LILI, a | TUTTE Toyotas 4 oe oo . | MIDDAP DITCHFIELD ARCHITECTS
Z HW Ld Bm /' basting ——_5 Architects
| CQL | through wall | Ceting Bulinead Over ——————, 1 Garage Door neers MIDDAP DITCHFIELD Pty Ltd
| ce a al fa Downpree pes 9 7afi02) “Leen of concrete < | ZL Le 4 — _I Architect Reg. No. - P Middap - 001850. T Ditchfield - 002195
15m Setback — Laund ry Terrace root above Y | | / —_—+ | Sim Setback a.b.n, 49 064 466 708
| Coloured Concrete __ oe | ¢ Cnr Mary and Thomas Streets
| | vo | / NOOSAVILLE QLD 4566
> ox ov | ¥f Lie _ — Ph - (07) 5474 0877. Fax - (07) 5474 0906
"eS le v ey é wv 17 . B | Landscepng Electnaity Mette Box Email - [email protected]
f Le ~® ~ WMMLLL LLL LLL LLL LEZ J ra CLIENT
Existing Fence a Busting Fence a of
f= a — & J. TURNER
| | PROJECT
x Proposed House
8| fE (_F . (Gb LOCATION
| N2.03/ 2.04) \2.04/ 52 Noosa Parade
"| NOOSA HEADS
; , ; DRAWING
Working Drawings
f Ground Floor & Site Plan
| \ ( scale date drawn
| 61:5 EL | IN Y 1:50 Oct2007 JW
. Proj no. Dwg no.
Ground Floor 1 0 0714 WD 1.02C
I \ +

 

 

 

Page 14

 

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Page 16

DRAWING INDEX NOTES
PLANS - Confirm all dimensions, building setbacks and
proposed building levels on site prior to

5000 Site Plan . commencement of construction.
4 Street Satbock (to reo? line)? Ground Floor Plan .

First Floor Plan - Locate and confirm the position of ail seruces on
Roof Plans ¢ RCP . site prior to commencement of construction.
Manhole .

  
  
  
 
   
 
   
 

New Bloc
Fence

- Ail construction shall conform to the Bullding Code

” Dimensioned Floor Plans
lock Me
New Bloc = ¥ of Austraha, all relevant codes and Australian

 

 

 

ELEVATIONS # SECTIONS Standards,
= | Elevations and Section AA 5 - Refer to Eng's drawings for design of wind loading,
. ‘|| footing and RC slab design, bracing and framing
details,
sift. -

~ Install Kordon Termite barrier system in accordance
with manufacturers Instructions and the requirements
of AS 3660.

    

FFL 2.70

Office 1

 

- All work to comply with DA, MCU, # Operational

 

 

 

    
  
  
  
 

 

 

 

 

Works Approvals.
| e Pool Seat
\ a Block Wail - Connect sewer & stormwater in accordance with
B Council requirements.
Y _
Proposed A [Pool Fence Tibet Sereen - Rainwater Tank to be plumbed into ail cisterns and
Jetty | Z Type
y
Z

 

external hosecocks
Letter Box

coe ( 5 2) | Timbef Screen

Type \ PROPERTY DESCRIPTION

   
 
   
     
   
   
 

   
 
 
 
 

Extent of

   
 

 

 

Lot 57 on N21 658
FFL 2.70
| Lounge wang ore Parish of Weyba
County of March
l | Lawn
| 1 Extent of
2° Concrete roof

 

above

  
  
 
 
 
  

New Retaning
Wall, Relocate

     
        
     
     

 
 
  
   

      
 

 

 

  
 

   

 

  
  
 
 
 
 
  
 

 

 

 

 

 

 

Rocks where : f = a al
( ' } necessary
WY | sex | Retaining Wall
Ct | : 4 Water Feature TW ondacarina Benes Screed
(C4 o a 1 ‘ % % LAA LALA LLL ELL LETTE TAL aan Lbeemnpeenlaind ay
(, : | Aide PT e
\ rT Y | | Timber Screen
\ UAL A ' / Type A
WU a | Giiyo /t
g yj Y
Tr? a y H 30 000 Litre con ater Tank / | Motoriped
' t A A beneath Garage . Gate
River | Le A | roa Drivewa Noosa
Wy y y Position of tank bemeath |
yi
| 1 y Z Garage | / ty Crossover and Driveway Parade
Y a y L Tank Access { / | 1 cesta 3 to com#ly with Clouneil
CT ETT ieee ieeeliegtiepeeain nanan Toe Mtr me Requirments
— LH Ld i Wy |
EZ
| Why |
OTT TT seta
| |

 

 

 

WUE Lae

 

 

 

 

 

i Landscaping et

Existing Fence ' oy

Existing House

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ition RFI
211 tion

e Date _ Details
ier and/or Sub-contractors shall varify all project dimensions

commencing on-site work or off-site fabrication. Do not scaie off drawing.
Refer any discrepancies to architect before commencing work.

This drawing is subject to copyright and cannot be reproduced in whole
or in part by any medium without the written permission of

MIDDAP DITCHFIELD ARCHITECTS

Architects
MIDDAP DITCHFIELD Pty Ltd

Architect Reg. No. - P Middap -001850. T Ditchfield - 002195
a.b.n. 49 064 466 708

Cnr Mary and Thomas Streets
NOOSAVILLE QLD 4566

Landscaping 1:200 Ph - (07) 5474 0877 Fax - (07) 5474 0906

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ry

Ground Floor First Floor Emall - [email protected]
Site Cover 1:200 Site Cover 1:200 SEAR = ao

 

 

 

 

 

CLIENT
SITE AREA = 612 SITE AREA = 612 J. TURNER
SITE COVER = 261 (46%) SITE COVER = 204.1 (33%)
Allowed (40 %) = 244.8 Allowed (40 %) = 244.6 Prope 4 4
roposed mouse
LOCATION

52 Noosa Parade
NOOSA HEADS

DRAWING

Working Drawings
Site Plan

scale date drawn

1:100 Oct2007 JW

Proj no. Dwg no.
0714 WD 1.01B

 

Page 17

   
   

Se FC with Timber
Cover Battens

> [FB] Square Set Plasterboard

i> VJ Boards

[E> CB) Render Finish Blockwork

RD Rendered Concrete

We> We) Timber Weatherboards

Gb Gy Stone

D> Glass Splashback

Ties Type |

(> 2) tes Type 2

  
    
   
   
   
    
    
 

 

    

 

 

 

 

   

 

 

 

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LL Office 4
ee Timber Floor Boards
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6 Downpipe y Block Wall
itdoor
ee! Tost, hower ° iY
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or Fence: ~ — _ Gate —_ | oe a d f Letter Box
at i Ch
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Concrete ri ining T above
i © above ~ DOG
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i door
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i ding Door ee SF | New Tree
I W109 a
/ joo Cr L_ — & — i. @ Os! — 4 Entry 3)
f , ent of Glass. Timber Floor Boards
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r 9 NaI 4 Wali, Relocat ‘ fi matt with timber ™ Ren |
\2.027 neeeaarere Stee! Post, a [ities surround 5 | (@) ]
—~ lad in Timber i __ 2 LL Water Feature
\ (C) NC " "| Extent of 3 TH - So aes — LETTE ED a pL ZTEEEEL LEE LLERG LEE —— _
\ uilding abou Bar Fridge [FB ert 9 6004 imber Screen Landscapin.
i einer 2 |e y SSA i Sar suee ay) ©/ - ea] | ines -
| | / | DW Under Microwave y iL ; none y Plumbing Stack ’
Clomel man Uncen y- — E+ 3 jE aan
yi itchen Oven Under yy g - Z FFL 2.70 /
‘ater Tan /
_ een vette [EY Beem Garage |
sO) oO Stack-back Owe IZ yj Z t
/ © | | windows : eae ~ POA Aw Y 30.000 Litre (min) Water Tank / [> t 44+— Motorised Gate
Ny | rc J F A eZ beneath Garage /
| : Z Z FFL 2.70 gy FFL2.70 g
+ (Dd | | Cooktop! g . g 4 / .
\ oo Bulhead Ove B ee / Bg y Media Room Yj Store Dy ca / Driveway
oa __ —— ———— ————_ = TH urn Timber Floor Boards Z Concrete / Coloured Concrete
! Rergencod ~sot fe] | ekea ©} = Stoct y y / ~
Over | i ~ /
| jf “ZEEE, : Laundry \ | g Bullt-out wall j= =f y Z Fontion o ark Pereath Garege / commencing on-site work or off-site fabrication Be hi rot seule of craw
Y Yj Tiber Foor Bodite_/ y for T.V g y | t—— Tank Access / (—-——Extent of concrete roof above Crossover and Drveway to cor Refer any d cepa cles to architect before commencing work. ig.
gute —L oA AAT. y_, YY - = Ez ne a 4 win Gove! Requiem.” metas bes coprg nd cnolterepdiced hho
to. Shower g ee 4 - Ss A MLL LEELA _ oa . el [ | - _ | __ MIDDAP DITCHFIELD ARCHITECTS
y | | | | | y “e_] pe Aa “vacutn— ~~ / Enstirg——___4 Architects
| ZZ} 609 7 -—h WLLL Motor (vents, “ | Ceiling Bulkhead Over ——______5 if t+ — Garage Door Sewer Line
| i f fae — re | Brough wal | / MIDDAP DITCHFIELD Pty Ltd
Sm Setback = -& —— RTO Eten ofeorerete A Le | 4+ Architect Reg. No. - P Middap - 001850 T Ditchfield - 002195
| | Laundry Terrace 9" ® y | rh |. 5mm Setback a.b.n. 49 064 466 708
| Coloured Concrete ue y Cnr Mary and Thomas Streets
I Z i / NOOSAVILLE QLD 4866
; 2S oe oa 1 7 | vp —- | Ph - (07) 5474 0877 Fax - (07) 5474 0906
ee Lf ge gv | 7 | 8 Lardocapng Electrcity Mele Box Email - [email protected]
f Fae at ~S ~~ TITTLE TTT TOIL ra CLIENT
xisting Fence 2 Exsting Fence ee
Be —— a i ée J. TURNER
| PROJECT
“ Proposed House
al (E (F (_G LOCATION
a 2.08 2.04) 2.04 52 Noosa Parade
| NOOSA HEADS
DRAWING
Working Drawings
Ground Floor & Site Plan
: scale date drawn
f 4 1:50 Oct2007 JW
r : 0 Proj no. Dwg no.
0714 WD 1.02 C

 

 

 

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Page 19

 

lrawing.

 

Gmm FC with Timber
Cover Batters

 

K>
(FED FE) Savare Set Plasterboard
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g work.
reproduced in whole

the written permission of

CTS

r Finish Blockwork
7 Weatherboards

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MIDDAP DITCHFIELD Pty Ltd
Architect Reg. No. - P Middap - 001850. T Ditehfield - 002195

a.b.n. 49 064 466 708

Ph - (07) 5474 0877 Fax - (07) 5474 0906

Email - [email protected]

Cnr Mary and Thomas Streets
CLIENT

NOOSAVILLE QLD 4866
Elevations & Section AA

52 Noosa Parade
NOOSA HEADS
Working Drawings

DRAWING

  

MIDDAP DITCHFIELD ARCHITE

Architects
Proposed House

© 120206 MCU Application - RFL1
LOCATION

A 2171207 MCU Application

   

Builder and/or Sub-con'

commencin
Refer an

This di

J. TURNER

PROJECT

of in part b

oY
scale

OR

 

 

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|

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sliding doors
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Bountiary

uw
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8
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Natural Ground Tine

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South Elevation 1
North Elevation 1:100

  
 

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Page 20

DRAWING INDEX NOTES
PLANS + Contirm all dimensions, building setbacks and

   

 

 

 

 

 

 

 

 

 

 

 

    
 

 
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

proposed building levels on site prior to
50 Site Plan commencement of construction.
New Bloci 4 t Setback fe * Ti A Ground Floor Flan :
Fence Street Setboc © foe! line Fret Bon Plan a - Locate and confirm the position of all services on
%, “ Marhole Root Plans € RCP site pnor to commencement of construction.
als ~ : New Block Pn Dimensioned Floor Plans - All construction shall conform to the Building Code
| PA ou £e 9 ' Fence #,Y of Australia, all relevant codes and Australian
sv ao av oe ee ELEVATIONS ¢ SECTIONS Standards
wv
ee Gy :
£ 2 Elevations and Section AA . + Refer to Eng's drawings for design of wind loading,
1g 3 g 9
q footing and RC slab design, bracing and framing
& § Landscapin. Oo nt | Spf Setback Ac details.
a a ee ee me = Se aa _—_ . -
[ | A 5m Seatbacl Extent of - New Tree ~ Install Kordon Termite barrier system mn accordance
\ { \ | Pool building over with manufacturers instructions and the requirements
} ee —_—- Ff AS 3660.
\ | t Edge = [— ™ {"_ FFL 2.70 ° ‘
'
a — _ Office 1 Tw - All work to comply with DA, MCU, # Operational
acca Works Approvals.” ,
Root abot I pprovals.
il POo! Seat Pool Seat
3; Block Wail - Connect sewer € stormwater in accordance with
Caunaii requirements.
Pool Fenbe Pool Fence — New tree re b Screen . ; eee ~ Rainwater Tank to be plumbed into all cisterns and 7
: : tf. oe merece — - external hosecocks
| a etter Box
_ ~ 1
oe ee te _ Le _ - — H oo 4. Timber Screen
| TOS STF ——E_—_——EEEEE Type PROPERTY DESCRIPTION
Extent of
| L 2.70 FFL 2.70 building over 2 po 27 or N2 . 858
Terrac Lounge Office 2 anish of Weyba
Ke County of March
|Lew s
Extent of
Concrete root
above it I
New Retamning . Water Feature
Wall, Relocate ! Step
Rocks where > - New Tree 1
ngcessary [ Lowe = __ _t Enin | :
Sirs ry : Timber Seat Retaining Wall
Beneai creen
above — . Water Feature
SP or PP ea 3 ae | |
ae - | | fil Timber Screen
\ | / = | type A
if | 270 f | YP:
| 7 i
| | fe Water ak Gafage be
( | | 2.70 = 0 FFL 270 TrL270 penestn casa ye amy | Cae
| 9 EAL 2. =e : ! zi 2 beneath Garage t 1 ate
' A . . / :
River a, | itch Media Store Position of tank. bey l | | Driveway nN Noosa
A = : Room Garage i 4 t Crossover and Drweway Parade
| L ao Access if / { | festa — > te comely with Council
sSe ee a = nts
D . == ain ~ tr] _ kequirm:
~ TTT I | t i
T_T ! zi Ilys i
ent of I oa “ q } : |, 5m Setback
be : -—+~ —
above Vv Lr Landscaping Metre Box
oP
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Exsting Fence &

 

Existing House

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

tion RFI
211207 MC fh

k Date ils
aaiaer ‘andlor SS shall varify all project dimensions betore

poamencing on-site Work or off-site fabrication, Do not scale aff drawing.
Refer any discrapancles to architect before commencing work.

This drawing is subject to nt and cannot be reproduced in whole
or in part by any madium without the written permission of

MIODAP DITCHFIELD ARCHITECTS

Architects
MIDDAP DITCHFIELD Pty Ltd

Architect Reg. No. - P Middap -001850 T Ditchfield - 002195
a.b.n. 49 064 466 708

Cnr Mary and Thomas Streets
NOOSAVILLE QLD 4866

Ground Floor First Floor Landscaping 1:200 Pn (07) S74 067. Fax (07) 474008
Site Cover 1:200 Site Cover 1:200 trates = 91% on —

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Tand =
mnaneare CLIENT
SITE AREA = 612 SITE AREA = 612 J. TURNER
SITE COVER = 281 (46%) SITE COVER = 204 | (33%)
Allowed (40 %) = 244.8 Allowed (40 %) = 244.8 PROJECT
Proposed House
LOCATION

52 Noosa Parade
NOOSA HEADS
DRAWING

Working Drawings

Site Plan
a iS

scale date drawn

1:100 Oct2007 JW

Proj no. Dwg no.
0714 WD 1.01 B
rr

Page 21

ee
FO fo Gmm FC with Timber
Cover Battens
[FED [BB) Savare Set Plasterboard

WD WW vs Boards
(RED (BB) Render Finish Blockwork
(RED (RE) Rendered Concrete

> [a8] Timber Weathervoards
GD BU Stone

(ED (1) Glass Spiashback
[D> CH] Tues Type |

CD OE] Ties type 2

 

 
    

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New Tree Type B

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Extent of Letter Box
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Steel Post, Extent of building
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tt ; ; Clad in Timber | _._ Type A | 1 -

 

 

 

 

 

 

Stack-back sliding
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SU Pzzzorazza KN 4 a FFL 270 miles,
| i) Fe ” 7 Office 2
‘wn VA New Tree Hi Timber Floor Boards Hr
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Extent of. FFL 2.70
| eer of 4 Dining ?

above 6003 Timber Floor Boards

 

 

 

 

 

 

 

 

 

 

 

 

 

  

: —_ gu) it Post A Fost — al Post <— €00} Stack-back

Siang Door

&
| Sh
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doors oo — —_ —_ — —
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tt with timber
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Steel Post.
necessary | Clad in Timber &
_ | [ _ - ZZ ZT] _ _ LZ ZILLA LLL —— A AZZ ESTE LLL LLL ELE
Extent of 49 Z Liege Oy w® Timber Screen Land:
| Buting abort | , orden a i Position of So on Fe Sey © a Ls) Type A nesceping
. airs al " f
: Uy ai —=— 7 I
DW Under Yj po | Plumbing Stack:
crow a —
| Recessed sul : £FL2.70 Meroe oe y — fk — ok /
| Channel , Kitchen Oven Under Z “Y FFL 270 /
©) , Z water tank —5 Y Garage /
| External [eo Timber Floor Boards Rangehood C =] Pump — y Coloured Concrete /
ondows Over ay ] 75] y 30 000 Litre (min) Water Tank / WD {4 Motonsed Gate
| | | : y FFL 2.70 FFL 270 y beneath Garage /
. / .
| Butkreaa of ——— & y Media Room Store ~ y Lea i Driveway
| : . I g Plumb Timber Floor Boards Concrete A / Coloured Concrete a
2 mt Pad tig VIC _ See ay ye (
Over 2 FFL 2.70, 4 Yj Position of tank beneath Garage / Builder and/or Sub-contractors shail varify all project dimansions
| Ue LLL ULLLLLL LALLA ay Laundry ( / y Burcu weit / i) scent of concrete root above commencing on-site work or off-site fabrication. Do not scale off drawing.
y i Timber Floor Boddy g | Tank Access / ¢ Crossover and Dnveway to cor Refer any discrepancies to architect before commencing work.
Outdoor_|___, Z ys oo’ aN | eo _ toe / oe iu with Council or rments This par oan an Me riser nate eproduced in whole
| Shower a yy f- _ y LLL” A yo - > 7 Soe a ; / _ / | ____MIDDAP DITCHFIELD ARCHITECTS
y =_ Z @) Hawes (& Se =v ted --7 i Eustrg——— Architects
y r (very ewer Ling
| mi G00 —Z7E—h RLLLL1 LLL LLM MLZ LLL $V LMA. ee | tho one Cerhng Bulkhead Over 4 / t+ Garage Door MIDDAP DITCH FIELD Pty Ltd
‘) _@ s (aor) Downpipe FFL 2.70 pfo2) “Leeent of concrete, i oO L. 4 a Architect Reg. No. - P Middap - 001850 Ditchfield - 002195
5m Setback Laundry Terrace =" 00) Y / ! 5m Setback a.b.n. 49 064 466 708
Coloured Concrete oe / : | Cnr Mary and Thomas Streets
Z
\ Z | / NOOSAVILLE QLD 4566
: ! oa & ay | 7 | ¢ | —+- | Ph - (07) 5474 0877 Fax - (07) 5474 0906
z| 3 "8 i |e av : Z af Lo? i a | | Landscaping Fiectneity Metre Box Emall - [email protected]
fe & Se pL ETL TL I Pe cer
Eistng Fe Fence Exsting Fence ow
i + |B J. TURNER

 

 

 

| i PROJECT

Proposed House
(G6 LOCATION

: (F
5 \2.03/ 2.04] 2.04] 52 Noosa Parade
" NOOSA HEADS

ORAWING
Working Drawings
Ground Floor & Site Plan

0 PRELIMINARY ve Sa

. Proj
| 0714 WD 1.02 C

 

 

 

 

 

Page 22

 

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Page 24

DRAWING INDEX NOTES
PLANS - Confirm ati dimensions, building setbacks and

proposed building levels on site prior to

  
  
  
  

 

Site Plan commencement of construction,
pew Bee | Street Setback ts roof line)” Ground Floor Plan
Fence First Floor Plan ~ Locate and confirm the position of all services on
t jen nt of tion,
ET Manhole Root Plans € RCP site prior to commencement of construction
7 On New Block Po Dimensioned Floor Plans ~ All construction shall conform to the Building Code
| yy ow PP we Fence a of Australia, all relevant codes and Australan

 
  
 

ELEVATIONS # SECTIONS

Standards.

Elevations and Section AA : - Reter to Eng's drawings for design of wind loading,
footing and RC slab design, bracing and framing
details.

 

 

 

 

   

Extent of _

Pool building over
t Edge [OT eee a ‘rr

~ Install Kordon Termite barrier system in accordance
with manufacturers instructions and the requirements
of AS 3660.

 
   
 
  
  
   

- All work to comply with DA, MCU, # Operational
Works Approvals.

5600

Block| Wall - Connect sewer ¢ stormwater in accordance with

Council requirements.

 

  
  

Tee ir Screen ~ Rainwater Tank to be plumbed into all cisterns and a
external hosecocks
5 ; —

 

 

BS SSenSay Ss

|

 

"Timber Screen
Type

 

 

 

  

 

   

PROPERTY DESCRIPTION
Lot 57 or N21 858
Parish of Weyba

building over

 
    
  

 

 

| Lawn

 

 

        
  

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

County of March
| 2 j Extent of |
5 dy Concrete roof |
eo oy above
[ New Retaining |
{ Wall, Relocate
| \ Rocks where |
f | meee ssay |
i
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| | y r Yj LEILA / 270 ! ) / | | Type A
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| y a y gen y 30 000 Litre (rn) fater Tank | | Motoriped
A Z| 3 yj beneath Garage | . Gate
River y y yo fy riveway Noosa
Y LU Z Store y Position of tank. bengath | D Ws nN
=F y rig y Garage 7 1 | Parade
ULL YA y (A 1 } b i F Crossover and Driveway
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i oa
Existing Fence ey

 

 

Exsting House

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

1
21/1 cl

Hao Ets
Sige ‘andlor Sub-contractors shall vanity all project dimensions before

commencing on-site work or off-site fabrication, Do not scale off drawing.
Refer any discrepancies ta architect before commenting work.

This drawing is subject to Copyright and cannot be reproduced in whole
or in part by any medium wit the writtan parmission of

MIDDAP O!TCHFIELD ARCHITECTS

Architects
MIDDAP DITCHFIELD Pty Ltd

Architect Reg. No. - P Middap - 001850. T Ditchfield - 002195
a.b.n. 49 064 466 708

Cnr Mary and Thomas Streets
NOOSAVILLE QLD 4566

Ground Floor First Floor Landscaping 1:200 Ph (07 54740877 Fax - (07) 8474 0906 -
j i SITE AREA = 612 mail - [email protected]
Site Cover 1 :200 Site Cover 1 200 Landscape = 132 (20%) ————

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

CLIENT
SITE AREA = 612
SITE AREA = G12 J. URNE
SITE COVER = 281 (46%) SITE COVER = 204,! (33%) T R
Allowed (40 %) = 244.8 Allowed (40 %) = 244.8 PROJECT
Proposed House
LOCATION

52 Noosa Parade
NOOSA HEADS
DRAWING

Working Drawings
Site Plan

Seale date drawn
1:100 Oct2007 uw
Proj no.

Dwg no.
0714 WD 1.01 B

 

Page 25

hs

 

5800 7700

5100

 

#P
eh oe ov
Boy eV ze

Gy New Block Fance Gy

LEGEND.
fC > Emm FC wth Timber

Cover Battens
PF Square Set Plasterboard

fb VJ Boards

[RED [BB] Render Fish Blockwork
(RED (BE) Rendered Concrete

RD Timber Weatherboards
ED Stone

(ED GD Glass Spiashback
—> Tiles Type |

[> Tiles Type 2

 

 

| Original Ht
I

 
      

 

 

 

 

 

     

 

 

15600

 

 
 
    

 
  
  
 
      

 
 

  

 

 

 
 

   
 
  

 

 

RXKXKG SSM = SFE FF

Pool
J Extent of building
eee ee — 7 i aan en
| |
Po |
8
T WALL LLL LL LLL LLL
[ 5 | Dewnapetl
Pobl Seat Pool Seat. Outdoor,
cel Post, Shower
Cigfibel AL sree Pot, il "
Ppt Clad in Timber %
| y
| FFL 2.70 y Landscaping
| Lounge y
J Timber Floor Boards iy) OR Pool Fence
Extent of P P Ss y we — Gate
Building abo ence iy
eee Pest, oOo 7 — Steel Post : Extent of building,
vamos ade __ Clad in Timber - oer

=

 

  
 
        
   
 
  

   

eI

     

 

N
SN

————

 
 

 

 

 

 

 

 

 

 

 

 

 
 
 
 
 

 

       
 
     
   
    
     
    
 
     
         
   
 

 

 

 

 

Existing Fence

|
Ground FI

   

 

 

 

 

 
   

 

 

   
 
  

 
  

 

K-Stack-back Of
Sliding Doors}

tT

Stack-back

Sheing Door
FFL 2.70
Entry
Tienber Floor Boards N

Recessed coir
matt with timber

surround

©
WILL LULL LL LLL LL LLL LLL

LI im
l Timber Screen
al LI Type A

FFL 2.70

Garage
Coloured Concrete

30 000 Litre (min) Water Tank
beneath Garage

Position of tank beneath Garage

cee Tank Access

Timber Floor Boards

@ Fieve

           
   
 
 
    

[|

 

 

 

 

 

 

4

 
  

 

 
 
     
   
 
 

I Water Feature

 

(Extent of Rookabove

(A
Timber Screen \2.01/

 

 

 

 

 

 

  

 

 

Beneath Serken |

 

  

qm Extent of concrete roof above

 

Dnveway to cor Thig drawing is subject to

 

 
 
 

 

 

 

 

 

 

 

     
 
 
 

 

 
 
  
 

 
 

 

 

 

    
 

 

 

 

Ceilng Buikhead Over —————_———-

 

 

/ e+ Garage Door

 

      
   

H New Tree
yj
y
TA
rer S|
inin
ko Timber ng, Boards 7
fe “
| = G00) imber Post “Timber Post rmber Post — €003
| W110 g | W108
Stack-pack siding: { __ ® b-—~-~—-=+~—~-—--—--- ccc w
doors Extent of Glas]
jew Retain. Root Above
Wali, Reloca elling
Rocks were | Steel Post, Bulkhead
necessé | Clad in Timber
feo 7 OL LLL LL gi
| kel — Gay... & 1 Bl | ®
under y Fos rt aoe MAGE? D » eC my
g stairs ai (€ the por Board SY
DW Under Microwave y L 7 rte J y
Recessed il FFL 2.70 Under 4 —_ —_— Yj LLL LLL
Kitchen Over Under y ye a7
Timber Floor Boards Vy) yy Water Tank VA
External Rangehood Y y) Pump Z
zg a Ups y
y FFL 2.70 = y FFL 2.70 y
Bulkhead Ovef- y Media Room y Store > Qe
— Z Plumb Timber Floor Boards ! Z Concrete Y
Caer ye 7 y
FFL 27 see y f y y
oN { g Built-out wall = Z 4
Laundry Lod Y} for T.V Y |
. YJ Timber Floor Bodie _/ y y |
uideor__| a l
| how y ELL LLL, a [Yeo
3 é Be
| Lee LLL though al |
15m Setback — 2 gor) nee a.na(vo2’ — Letetctcorrte 7 -
aundry Terrace 600) y

   

|

Coloured Concrete |
7 |
|

|

17 |

 

 

Bank

(F
X2.04)

eo

 

 

 

OOM LLLLLL LLL LLL LLL LLL LAL he

[=o]

(Ss
2.04)

 

 

OS
\2.03/ ; HON = to RFI1

thon
issue Date Details
Builder and/or Sub-contractors shall varify all project dimensions be’
commencing on-site work or off-site fabrication. Do not scale off drawing.
Refer any discrepancies to architect before commencing work.
coy right and cannot be reproduced In whole
or in part by any medium without the written permission of

_____MIDDAP DITCHFIELD ARCHITECTS

Architects
MIDDAP DITCHFIELD Pty Ltd

Architect Reg. No. - P Middap - 001850. T Ditchfield - 002195
a.b.n. 49 064 486 708

Cnr Mary and Thomas Streets
NOOSAVILLE QLD 4566

 

 

 

 

 

 

PRELIMINARY

 

Ph - (07) 5474 0877 Fax - (07) 5474 0906
Email - [email protected]

 

CLIENT

J. TURNER
PROJECT

Proposed House
LOCATION

52 Noosa Parade
NOOSA HEADS
DRAWING

Working Drawings
Ground Floor & Site Plan
scale date drawn
1:50 Oct2007 JW

Proj no. Dwg no.
0714 WD 1.02 C

 

Page 26

 

 

 

 

 

 

 

 

 

 

 

 

LEGEND
FE Fe) Emm FC wth Timber
Cover Battens
FED (FB) Square Set Plasterboard

WD Wi] vs Boards

[ED (BB) Render Finsh Biockwork

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 
      
  

   

    

 

 

 

 

 

 

 

 

tL

 

{= Flashing te top of

Parapet Walt

ax
2.04)

 

PRELIMINARY

 

 

 

 

 

 

 

   

PROJECT
Proposed House
LOCATION

52 Noosa Parade
NOOSA HEADS

[RE> (FE) Rendered Concrete
WE> Timber Weatherboards
(SD Gi] stone
> @ Glass Splashback
| | {D> fw Tiles Type |
| OD (2) tes type 2
| | ;
| | | .
' aA
| |
! i + Barge Caparig
po ff = , tf
|
| = G lp p eg ge Ho ee || . = — fo ey
| : | Level Roof | —_— ,
2m Setback —_r erro TTT é
| Spitter Somer 12
| : : | SI Git 7 — I T @
ost ' f< EI oo |
Jo: | | @ @ @ Li Cl ab. @ | my |.
PB iw
| | P @ Post
i a | |
! o +) icant. f : mons ;
oO | FFL. 6.050 @ ‘ FFI 6,060 FFL6.050 — Downpe im Ensuite
| 6 nN Deck 1 Bedroom 1 WIR Bulld-out Tes (11), a zl ii
ui 5 Tithber Decking Carpet Tiles (11) Downpipe +
. Fall in Slap TI : 9 4 i” IS, fa Post Spitter A»
| 2.01 | 2 ey CH rm fsa
| Stack-back a Ly RE Y ; o * E Wi tL
Hi sliding doors’ K Barge Capping
4 | | fx 1 na 18. W7. te. ts. p43. he bi. flo. "
| aan sw stent East Wing Hall |
| | Fe - Timber Floorboards : tajr 4
| i ae S 3 « @) = © | & Post!
| - | : : ost | 4 bo a = = = = =| - === peor ft | ST _
| | @ i e A alustrade External Motorised: ~~ A a FI Setter. ‘ M4 '
| ! : - | Type 2 Screens | re
| | Hoa--—ff-=- BTW s g----- ——- SS
| Trough in Slab: : ! Balustrade
| Beneath Pebbles : | Type | :
| a | | | &D = P; wall He
e : FFL 6,080 arapet Wal
| 8 £ | | Deck 2 | 5
| Q 2.02 ct (| Timber Decking a Steck back stan Stack-back siidag——> 2° Fall » 3.02
rik Pebbles 1 oor tract low track belo j _
f a i jalustrade |
© i Type 2 Glass Roof
| below
: 200mm high ; _ _ _ _ <2
| | conc. hob wali | i By | He External Motonsed
| | : | 7 E = | @ | meen) (2) s | )
i je 3 |
PB} O PB 7 =—=—_ SS = ae == = E—= —
| | 2.8 =e: == :
L c | : . West Wing Hall " oF a oo 1 c
: , €013 est Win la |
: £0 | Timber Floorboarde Timber coon B] [7 Balustrade Type 3 = Sete B ended oa eae — 2.02
————- ! = & d
) i & pe a E Q Age | 5 A i yA - _
| | | Post Post jan 7. § aif 2 B 4 Gitter 4 r r T
| Jo By low Z a
| [ . 16s 4 3 2b jo. 2. Mis 3h eI
Stack-back | | oe 103
| | siding doors FP FB] | 3 Ss = ' ee i E F alld
+ =] ES : ] — =|
| | . | ara ca Te
| S | 5 FFL 6.050 Ss FFL 6.080 FFL 6.050. = FFL 6.050 FFL 6.050 i 4 FEL 6.050 Sms | :
rs ; Deck 3 ( Bedroom 2 i | Ensuite alls Deck 4 Bedroom 3 jt tEnsuite3 | Rendered Block
| + B | ne Timber Decking Carpet Tiles (71) : Timber Dacking Timber Floorboards Ty Thee . ” Ledge (d-
| Ti eli os of aff =
| 1 saitrode Sj Bi-foid Door ———_——} : | 3 oncrete Roof J
| | Ht om @ f | cas Scene acme
3 5 | 1 ¢ S 4 ' i .
| i) : © 16 87 @ le i @ ese of tek atin boa comer i
| D LL t- - _ t 4 _Pebbles  _ |= a i {. _ ee without the written permission of
| | 2m Setback oO ~ “& a pounee * TTT RT Tt , éE I . Rou —_—
| H — lin iter !} +H
io rm z 2m Setback
| | be Overton a Cverfow Trough Sa _ a oo Somer * im Setbac CHFIELD Pty Ltd
—_ ETT TTT ddap - 001850 T Ditchfieki - 002195
| | Rendered Balustrade | 6
| ——— Type | Pebbles : z 6 lock Parapet Wall
: Downpipe | | _]
. | | Extent. of High -- —-- t = ~~ eT t
| 4 ~~ ‘evel Root bowpee fall in Trough J Overfiow Siot
| “ 1
| |
| |
| |
| |
| DRAWING
| Working Drawings
First Floor Plan
scale date drawn
| 1:50  Qot2007 JW
| Proj no.
|

Dwg no.
0714 WD 1.03 B

 

Page 27

 

 

 

 

 

 

 

 

 

 

 

 

      

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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