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07/2024 - Approved plans [As Published] · 142007.2024

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’ ’ . ;
: : : '; 8
5000 Litre ms = ee
, meee 5000 Litre
Underground Water tank \ —-——
\ 322°55'20" 49.924m ae Underground Water tank
"e 8 "s__ PVC Stomwater Pipes Ts s|§ &
g “ s to Hydraulics Eng. Details = | ec _o
‘ 3 Easement, see SP179879
at no
nmwaterPpe \ : __ _ _ Easement, see SP179879
tes Eng. Details PF /7e
mo Lo a 4s ©
oo fa 7 af
an? \ a Codes of Reference
E ) 4 {| _| . A wo Building Code of Australia
= i ~~ —™ --" i 18 AS 1684.2 Part 2 Non-cyclonic areas
~ 1’ —! ~~ ~ ' \ .
BS) . 4 >- oN 4 :
o | ' 8 Hem & I 2 + gs
3 ! RODE a e.-- fe 4 Property Description
“4 Lo. ---4 0" ~ | Te PVC Stormwater Pipe
Bp RL 13.913) jj —~ to Hycroules Eng, Details ce No 59879
N plo - = ' ~ a oO.
iB 33322 4 Unit 147 _ Unit 2 3332 ya Area oflot 672m?
| (Mal i ~- Jom ee Wall “Parish of WEYBA
‘. : ‘yd County of MARCH
JC Stormwater Pips Site coverage 267.85m? ( 39.86% )
Hydraulics Eng. Details
ee
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Flood Notes

Given FFL's do not nominate flood level.
RL of habitable rooms to be determined
by using flood level records from council
or relevant certifying authority.

Nominated FFL relates to minimum proximity
of FFL to finished ground level.

Flood level to be obtained from certifying
authority unless otherwise stated.

7590

   
  

1060

     
 
 
 

  

1910 1910

 

1060

 

 

(RL 13.913
-
75x75 SHS to Eng, Details

Unit 2 ining

Sink E galeyg

 

‘ete |

Ne =|

ower aaa,
=

 

180

 

190

 

 

 
   

 

 

 

 

 

  
 

ctpath Uy |lCOté‘d)”StS*é«é‘AA2°5B'2O RL 18,746
1.5m wide Footpath Sos Ns

to Council specifications “ “2 Ss 4.5m wide Footpath

to Council specifications

2. _ t.5mwide Footpath
2 ge to Council specifications
yr, 8

 

   

4,

   
   

edge of bitumen

% , 2, 4000 + “ee,

{GRANT STREET.

. ane marking
. 5
2 2
direction of trafic:

bitumen formation

TBM

y
R
o
J
x

Nail in Kerb

 

 

 

 

 

 

 

ate |

SIE PLAIN

Energy Efficiency

| INTERNAL LIGHTING

40% of total internal floor area of the building,
including an associated garage, shall be
illuminated with fluorescent or compact
fluorescent lighting.

PLUMBING FIXTURES:
-All shower roses to be 3 star rated or AAA.
-Pressure limiting devices to be fitted where
main water available. Pressure not to exceed 500 kPa.
-Toilets to be due! flush with max 6 litre full flush
and 3 litres on half flush.
Hot water system to 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

 

 

GROUND FLOOR PLAN

Termite Protection Ground Fir Area's

The supply of stainless steel mesh by Termi-Mesh UNIT 1
to be installed to manufacturers specifications by an 01 Ground Floor Area
accredited technician, in accordance with the current 02 Ground Floor Deck
AS 3660 and B.C.A. 3.1.3.1. Maintain 75mm clearance
to external paving below ail weep holes.

. : UNIT 2
Final perimeter spray recommended 01 Ground Floor Area

- - 02 Ground Floor Deck
Stairs Caiculations
STAR | RISERS | GOINGS =| LANDINGS/| 2R+6

WINDERS

     
 

   

 

350x360 Engaged
brick pier with N12 - ~
fod grouted in

    
  

  
   

 

  
   
   

 

m?

52.41
15.58
68.00

52.41
15.58
68.00
136.00

® a 5_ 1938 5 Timber Floor Joists
—  @ 450 cls to Eng. Details

 

240
tt ~- Steel RHS to Eng. Details
id
2
ws
s
&
oo
Px]
Si
2

  

   

DECK

[PILAIN

  

CKO BY... a DATE,
AMEND CKD BY. DATE. 2?)

RECOMMENDED FOR APPROVAL

UNDER NO CiRCUMSTANG
per pe na ES {=
RRRTIEICATIONS BE DEPARTED FROM wh
ITVEN APPROVAL of the MANAGER LAND DE
PLANS APPROVED

DATS D, D1 2007 fettsee thet Le
Note:

All Bracing, Tiedown, Concrete footings,
Concrete Slabs, Structural Timber &
Structural Steel to Engineers Specifications
and Details

DATE:
day. Month {REVISION
42 | SEPT.07 [PRELIMINARY PLANS.

| 20 | SEPT.O7 [PRELIMINARY PLANS] 2
| 26 | SEPT.07 [Co-ordinated with Hydraulics Plans [3
18 | OCT .07 [Co-ordinated with Stuctural Eng. Plan

14 | NOV.07 [Council requested information
jf
| |

NOT FOR CONSTRUCTION

1:100, 1:1 12-09-07

DESIGN DRAWN
PLB JHS

All work shall comply with relevent Australian
Standards and Local Government By Laws.

a ABASER LAHD I. Exes,

   

    

 

 
 

 

 
 

 

 
 

 

 
 

 

     

  

P
m
4
m

 
    

 

CHECKED

 

     
   

  

All dimensions to be checked on site Prior to
commencement of work.

 
  
 

  

Do not Scale from drawings. Use figured
dimensions only.

   
   
  
 
 
  
 

part without tie written permission of ~~ ~~
BURLEIGH DESIGN

cracnwnoveooy |i
TERRAIN CATEGORY | | i

LOCAL AUTHORITY building designers
Noosa Shire Council coon ot

queensiand Inc.
QB.S.A. No. 065414
LINOLIGHT HOLDINGS PTY. LTD. ACN O10 852 212

burleigh design

P.O. Box 217, CHIRN PARK, QLD 4215
Phone: (07) 5591 2155
Fax : (07) 5591 2188

PSITEPLAN TITLE
CLIENT

MR &. MRS TODD

PROJECT
PROPOSED DUPLEX
LOT 11 GRANT STREET
NOOSA HEADS

Sheet 10F8
07-3646

   

  
      

 

 

  
  

 

     
   
  

        
     
        
   

   
 

 

 
  

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