09/1689 - Response to Information Request [As Published] · 132009.1689

Page 2

@ Page 2

Yours faithfully

Nadine Gorton
Senior Planner
martoo consulting pty Itd

Enc

1x A‘ Burleigh Design Plans 08-3781 1 to 7 and 08-3781 SKO1.

Page 3

PROPOSED DUPLEX FOR
N, RA & GC TOKOVIC

13, Grant Street,
Noosa Heads, QLD

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

INDEX Sel |
SHEET No. SHEET TITLE > +
1 Site & Floor Plans N - I -
2 Elevations he
3 sections
4 Complience
D Vehicle Manoeuvre
6 3d Perspective
f 3d Perspective

Page 4

a 322° 55°20" 19.929

 

oy . \
Handrail 4.0m | ~
above FFL

 

 

 

 

 

52°55" 20" 33.744

J Nb

 

 

 

 

RN Oy ae TT
. v
x ay

 

 

 

 

 

 

 

 

 

 

: BN LEVEN SIRS, PLS LEE at
. Be Roll under u
a PTI RSH] e-
Brick Edgng fe Pg EE lg Fag
Retain under edge of ‘Nt _ HLL. 33 oe Ne! -
driveway max 450 a TS ~ je
Digg int 36.938) a 5
=e) (ROG 28) Ss eo
DRIVEWAY NOTE Rips ae ar : | “
Driveway gradients ” 4 N aft ‘ ft 18. x _ aro all 8 ic
compliant with Standard Sf: SLOPE raf ty SN =e) i Perf) | tae a
drawing SEQ R050 io} . ~ SLOPEI >, ‘for hl ~ oe E
iB ok . ft i. sa) tb
A ms Ne a S
cd Sh (ROTO) AALS hed TEESE
ef ES are po
a.) . : Z ty KE
a ieee by Hf |<

 

oa

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
   
     
     
    

Timber Fence 1.8m High Max.

Handrail 4.0m above FFL

 

7 i ah
ae J me EL ! Py
Provide 200mm landscape “tm 48 Down \ i. A. ao TA 3 pet perce! uy S
. afgee _ i TN 5 i pie est > ~
strip with creepers ~ \ f i "tye Bath ss 2 xt
i 4
2000 high solid timber fence
at natural ground level
Retain under edge of _
driveway max 450
Ss
s
Ss
i
we = h f La
sone " ae Ow Ro
b : - Aluminjum Slatted Fence
3... back of kerb 50% open
° *

 

   

RL 20,23
TBM

Screw in Kerb

 

 

oe ye - en
Bin Enclosure edge of bitumen ‘ \
'— & Letter box SS
Solid Rendered Fence SO

 

Solid Rendered Fence
Area

 

~ white lane marking

GRANT STREET

bitumen “formation —

 

 

‘\
_ white lane > marking bottom of'stone wail

top of stone wall

edge of bitumen

GIROWINID FLOOR PILANNI

Notes

Muitiple Housing Type 2 Duplex

Building Height - 2 Storeys and Max. 8.0m High
1 Covered Carspace per Unit

1 Visitors Carspace per Unit

Property Description

Lot No. 13

SP No. 179879

Area of lot 672m?

Parish of WEYBA

County of MARCH

Site coverage 252.99? (37.65%)

Total GFA 301.92m? (44.93%)
Max. 302.40m? (45.0%)

Energy Efficiency

TO BE READ IN CONJUNCTION WITH
ENERGY EFFICIENCY REPORT IF REQUIRED

INTERNAL LIGHTING

80% of total intemal floor area of the building,

including an associated garage, shall be

illuminated with fluorescent or compact

fluorescent lighting with a max. output of 27 Lumens/Watt.

PLUMBING FIXTURES:

-All shower roses to be 3 star rated water

efficiency labelling and standards (WELLS) rating.
-Pressure limiting devices to be fitted where

main water availabie. Pressure not to exceed 500 kPa.
-Toilets to be duel flush and have a min 4 Star WELLS
tating and are compatiable with the size of the toilet bowl
to allow proper function of the toilet.

TAPWARE:

Tapware to have min 3 Star WELLS rating for taps serving;

(A) Laundry tubs.
(B) Kitchen sinks.
(C) Bathroom basins.

HOT WATER SYSTEM
Hot water system tu be one of the following;
(A) Five star gas hot water system.
(B) Either a heat pump or solar hot water system where:-
{i) in a building with 3 or more bedrooms, the hot
water system must be eligible to receive at least
22 renewable energy certificates; or
{ii} in a building with 1 or 2 bedrooms the hot water
system must be eligible to receive at least 14
renewable energy certificates

WATER TANK:

§000Litre Water tank to Local Authority Requirements.
Tank water to be connected to toilet system,

washing machine cold water and extemal hose cock.
Tank to be connecied to minimum 100 square meter
of roof catchment.

Mosquito protection as per QDC MP 4.2 and 4.3

Area

Unit 1

01 Ground Floor 91.38 m?

02 First Floor 93.83 m?

03 Undercroft 16.32 m?

04 Lower Deck 11.93 mm?

05 Upper Decks 46.18 m?
259.64

Unit 2

01 Ground Floor 102.90 m?

02 First Floor 98.81 m?

03 Lower Decks 15.48 m?

04 Upper Deck 17.22 mm
234.40
494.04

 

 

 

 

 

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»
_--— Handrail 1.0m above FF.L

5830 |

 

—~ Handrail 1.0m above FFL

 

  
   
 

 

 

 

>

] nen
[RL 19.598] x
Bt Fold Doors ta »~
_ eat ee, ba x
Hee bing rom Ww ! =
fey foot bo
4 f | % =
if ce Handrail 4.0m
1 BY — above FEL
‘ jae
Rb]. 1 JAR
45) isi
ae >
«fed oe as
< 3
. RS = baBin Enclosure nown 2
ae a 48 Letter box 8
cise Area ”
cn a —*
Ch P Aluminium Slatted Fence
Soper 50% open

 

G

 

4006
Deck

 

issue B 61-02-10

 

NOT FOR CONSTRUCTION

 

 

 

Solid Rendered Fence

ANT STREET

[ Solid Rendered Fence

PURST FILOOR [PILZNIN

 

 

 

 

These plans may not be copied in whole
or part without the written permission of
Burfeigh Design
Copyright ©

PROPOSED
DUIPILIEZS

N R&C TOKOVIC.
13, Grant Street
Noosa Heads

Site & Floor Plans

1:100, 1:1 at Al
lof?

 

 

 

 

 

 

 

08-3781

 

 

 

Page 5

( ) Aluminium tramed glass louvies
ye
wad
8.0m Height tine i 8.01 Height Line
1 * ~ °
' . -
' ~ . “ |
| Polished HWD Battens* + ‘ S
\ uO ,
i |
i 2
vty =

Polished HWD Batiens
$.0m Height Line

 
 

 

 

 

 

 

 

 

 

 

Aluminium framed sliding glass window

 

 

 

 

 

 

Aluminum framed glass louvres ( - )
. pe
Timber Framed BiFolding Glags Doors

Stramit XRW corrugated root

|
|
al / " sheeting to be selected

—— Colorbond gutters and downpipes

Gag Level

|
I
|
1
{
i
i
1
1
1
1
'
'
4

Flor Lee

~ Ceiling Level

   

Floor Level

Applied rendered tinish

NORUAPEAS ILEWATIOLN|

: ~/Strami

a

!
rode

Timber Framed BiFolding Glass Doors f . yt

  

Aluminium framed sliding

  

glass windows

Handrail 1.0m above F.F.L

Aluminium tramed glass louvres

it
ely

boa,
ARW corrugated rol sheeting to be Selected

a
} i

Aluminum tamed sitding glass windows
& ,

4

 

 

 

 

 

 

 

 

 

wry 3 5 ( +)
. re “ ° fo, in
| oa
low
1S
1d
4
|
!
; Ceiling Level
|
f
1
1 Floor Level
4
1 Ceiling Level
|
|
|
hoor Level
4

a

 

Applied rendered finish

 

 

SOW WWE

J 1s

 

 

LIEWATIION

 

Aluminium framed Ined glass windows (obscure)

: oo
. ooo ; -- = Applied rendered tinish / ‘ _ Aluminium tramied tixed glass windows (obscure), )

ae 2S ~ fe ; ~

t fo: ‘ : |

—_
a

 
  
 

Bourtay

 

 

 

   

 

   

 

 

 

 

 

      
    

   

  
  

    

 

 

 

 

 

 

Ceiling Level
; ae = Catling Level
tl oa E
Geling Level SR © Floor Level
_ so oor Leve
~ Ceiling Level
Floor Level
_. Floor Level

Applied rendered tin'sh to 200 series Concrete tilock é

Applied rendered finish
— Aluminium framed glass louvres

\ ‘ Finished ground line
Finished ground line \

NIORUTIUAWIEST SILIEWATIOIN| \

Applied rendered finish

Stramit XAW cortugaled roof sheeting to be selected 1 ,
. aon 8.0m Height Line
Stramit XRW corrugated root sheeting to be selected ; :

 

| Aluminum framed glass iouvres .

5

Weatherboard external cladding le be selected - '

   
 

! j
oe

    
  

C)

r Aluminium framed glass lowes —
1
I

Boundary wh :

 

 

  

 

 

 

 

 

 

* Gelling Level

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

  

 

 

 

 

 

 

 

  
 
 

 

 

 

 

 

 

 

 

 

to. . tes a &
8.0m Height Line, Sat ¥ . Ey SS
Ceiling Level ro = 5
co e Ly tg an
Ee hah Ox Floor Level
Ly Ceiling Level
Fivor Level Fi Bin Enclosure
Ceiling Level & Letter box
Nea Floor Level
Floor Level
Floor Level _ — ——____ Or Lev

Finished ground line

-- basting ground line

Alumuniuin framed glass loowtes | __ Applied rendered tinsh to Hardies Base sheet

~ Applied rendered finish to Hardies Base sheet

Handrail 1.0m above FFL

 

 

 

SOW VnsEAST [sible W/ATLOWN

IssueD 01-02-10
NOT FOR CONSTRUCTION

 

 

 

 

These plans may not be copied in whole
or part without the written permission of
Burleigh Design
Copyright ©

 

 

PROPOS[sD)
DURE
“WR&.C TOKOVIC

13, Grant Street
| Noosa Heads ~

 

 

 

Elevations
4100 at at
i 2017

 

08-3781

Page 6

1a

Bou

Ceiling Level

Floor Level

*

Ceiling Level

2540

Floor Level

i,

{ey

Unit 2

=

 
     
   
  
 
  
  
 
   

 

Carport =

vy Ait

 

(RL) |

Roof pitched at 5°

| ~ Timber tramed toot trusses «ai 600 ¢/s to manutacturers specitications

| olramit XRW corrugated root sheeting to be selected

Timber Ratters

|
| |
: - i _
1
|
|
iH

04 qd lived walls & caging
Lounge it
: : it

 
 
   

 

Remforced concrete slaty & footings to Engineers detail

|

SCUTON Aed\

    

\
\
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\
1
\
1
I
I
1
|
\
1
1
\
1
|
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|
Line of Unit
Carport slab
_1500 + aporsia
Rell under | one
[15.938 (RIS
- p Lo °
5TH (

 

       

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1500
Roll under

Unit 1
Carport

16.254 (RLS

7 16.938 (RI

IEG ITMIOIN! (9) [OER

  

 

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‘Timber floor wosts. - :

Line of Unit 1
Carport

Roof pitched at 5°

Boundary \

Timber tramed ioot trusses «2 600 ¢/s to

8.0m Height Line oo a a
Manulacturers specitications

         
 
       
       

 
 
 

 

 

I |
| | \
| | |
I | I
| |
\ \ ' \
; 6389 ‘ | Stramit XRW contugaled root sheeting to be selected |
8.0m Height Line ! | a 2000:
5230 / ' Timber Ratters ‘ ~ Colorbend gutters and downpipes
—_ ; Celling Level . Bo Ceiling Level
Timber tramed root trusses «2 | | ogg Plasterboard lined walls $ e8ying oe Weatherboard external cladding
600 c/s to manufacturers 1 = ‘ 1 Kitchen FO 1900 | to be selectec =
Specifications : | l ~—— Timber Flooy sls : ' ~
\/ 18.298 (RL) , Foor Level . o ‘7 19.598 (RL) Floor Level
- Oa t Geling Level | f my AIPA iL i ~ Giling Level
ag, Weatherboard external 1 | i ne Inga walls & geiling | Weatherboard external cladding o
See ladding to be selected a i Work Station <<, 10 be selected x
: wy Floor Level | 7 96,836 (RL) Foor Level

5.538 (RL) |
“1 ea Finished yround line «]

  

 

 

 

 

         
  
   
  

  
    

SLOPE 1:4

be

 
 

 
   
      
 

ue i <7 15.938 (RL) Foor Level 52)
Existing ground line 1 Reimtorced concrete slab & footings to Engineers detail
aS
SECTION [32/83
I.
jer Existing Bottom of _
1000 1000 fs / ground level stone wall
5 | 3 Existing kerb Existing road
RAD. SLOPE 16 se 1-201 / / /
we TT EE 90.000 (RL)
| ane eu re (RL) _ of Poo eee ee
vy 19.783 (RLY = Ta a -
|
' Driveway .
surface level \ ive
' \ it : "
\ N a a i
eee ee
' a TS
; mem , _ Existing

ground level

DRIVEWAY NOTE

Dnveway gradients
compliant with Standard
drawing SEQ R-050

[OTL WISIN? (OLEINTUTRLELCULYIES

 

i] / __ Concrete Bock
1997 7 retaining wall
7 Roll over. /
yd
SLOPE 1.4 16.750 (RLY

WWE

  
  
   

Existing
ground level

 

DSU/MIIL

 

|
i
i
i

 

issue B 01-02-10

NOT FOR CONSTRUCTION

 

 

 

These plans may not be copied in whole
or part without the written permission of
Burleigh Design
Copyright ©

BROROSED)
[OWL lean
N Ra CTOKOVIC

13, Grant Street
Noosa Heads

 

 

 

Sections

1:100, 1:50 at Al
3 of7

 

08-3781

 

 

Page 7

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Umat 7
Residence Carpark
Manoeuvre [Plan

 

issue B 01-02-10

 

NOT FOR CONSTRUCTION

 

 

 

 

 

of part without the written permission of
Burleigh Design
Copyright © .

‘PROPOSED
DUPLEX

 

These plans may not be copied in whole

 

 

 

N, R&C TOKOVIC
13, Grant Street
Noosa Heads

 

Vehicle Manoeuvre

1:100 at Al

9 Of? 08-3781

Page 9

              

 

 

 

 

 

 

 

 

 

 

 

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Issue B 61-02-10 |
NOT FOR CONSTRUCTION

 

 

 

 

 

These plans may not be copied in whole
or part without the written permission of
Burleigh Design
Copyright ©

IPIROPPOS[ED)
(DUTP Lede

 

 

“WLR&CTOKOVIC

18, Grant Street
Noosa Heads

 

8d Perspective

1:100 at Al
6 of7 08-3781

Page 10

 

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Page 11

5000 litre Round squat

 

 

 

   
   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
   

 

 

 

 

 

 

 

 

 

 

 

 
    
 
    
     

 

 

 

 

 

 

 

 

 

 

 
  

 

 

     
 

 

  

 

  
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   
 
 
 

 

 

 

 

 

 

 

 

> Rainwater tank below deck \g22° 55'20" 19.929 ~
grated \ — Rainwater tank overflow b 73
stormwater ~ . 8
pit . _ -
ee —- — EASEMENT AD
a IL 12.89 we
4... [- SL 13.75 Te ee es ]
we oe ~ te KN ae
Pi | ac
| .. — Field gully
1 -
1
1 ~ Field gully
PVC stormwater pipe. \ K
Py
dp
’
75 '
~ $n. . ah
1
~ " .-- — Field gully
Stormwater
stip drain.
16 i me ~
: i Nags nen Des Ve Pee “AS '
~ S cool ~~ sonnet tne Rainwater tank overflow
Stormwater > . ~~ 48
strip drain. 4 5000 litre Round squat
i . i. Rainwater tank below deck
zh J
ped : PVC stormwater pipe.
-(c ¥ Stormwater +” ep
g 4 SO stip drain. \ a
wl; ~ Pd
ob *~ \ '
NYS ~
ors Te ‘ vq
Ir : SLL SER BESS NB
ra oe
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oh ng
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= PRM me fy]
a oR
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Li f a
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Be. a LJ Field gully
1g-- ye Oa [
a we A
! : tL Ea
rd Driveway
i C1 “on Field gully
~ ee eS i RL 16.538) _.
to . : L a put . | Field gully
vy =, 2 \
id tt Me ~ Spoon drain ‘5
79 ' Fs a, ~ mee —-N
Te. p ~ ro
4 ~~ \
~ 4 a ee
StF ~~
4 ; we |
0 i a
4 7 eens sweesornere!teerrrorvnerere! Seem ceerer
322° 55' 20" 19.929 '
i
t
back of kerb /
ST edge ot bitumen SS - . ~
XN
- white lane marking bitumen formation -
N

GRANT STREET ~~

— = ~ ‘
b oo white lane marking bottom of stone wall_

 

top of stone wail

edge of bitumen

TRAFIC ONE WAY

SVORMWATIER MANAGEMENT PLAN

 

 

 

SK 01 01-02-16

 

NOT FOR CONSTRUCTION

 

 

 

 

These plans may not be copied in whole
or part without the written permission of
Burleigh Design
Copyright ©

 

 

 

 

PROPOSED
OU PLEX

 

 

N,B & C TOKOVIC
13, Grant Street

Noosa Heads

STORMWAT

ER PLAN

 

 

1:100 at At
SK 01

08-3781