08/1491 - Response to Information Request [As Published] · 132008.1491

 

100
‘ tet
uy
or 4 Vy
Timber Top Rail a

& x 40mm Aluminum Flat Bar
Recessed into Handrail.

CFW to SHS Posts. Counter Sunk
Screw Fuang Timber Top Rail.

Typical Balustrade
Type t

Ao
AH
AO Shs Aluminum Posts. ——————}
10
» 10 Shs Aluminum Balusters.

Even Spacing Between SHS

Posts. (Max Spacing

125mm). CFW Fring to Flat,
. Bar Rails, ——————__} 1

130 x 32
Timber Decking

Alummum Battens
on Spacers tor <
Fall in Slab n>

 

. RVI

 

 

 

 

 

  
   
    

J

1000

 

 

      

 

 

      

   

 

 

 

 

 

 

 

 

 

 

 

 

 

     

~ 8
8
| ___ 8 x 30mm
Aluminum Flat Bar
Suspended Conc. Slab | omic
as per Eng. Spec. Serew Fixing
~~
aa
t—~
t~
c~ Decting to
i™ Continue Around
= Front of Deck
> 25 x 50 Alummum
. . Vertical | [74 RMS Spacer.
T Slats} CO
Centor Al4 Pr
, : Arrtrack i
: Sheng Gate.
. Metal Framed :
with Vertical
. Slats to Front.
Slicing Gate. —) Hew Kayak Storage Slab
Metal Framed to drain Over top of
with Vertical Revetment Wall
Stats to Front. SECTION H - H
-----+---- = Seale 1:5
Slab'7-Pookmigs'as par” 7"
“Engineers ‘Spec. :
(No Bearing Pressure ”

   
 
    

to be plaéed:on Exesting..-

I
\
|

wl

Existing {

Revetment Wall {

! Revetment wall): mt |

i
1

  

 
   
     
    
   

®)

nT

AC Gnille

  

8.0m Height
——

 

 

  

Livin Living 2

    

  
  

      

Kayak
3 rage

  

Storage Storage

    

 

 

 

    
   
      
   
 

Storage.
Do Hot Undermine = <=
Existing Blockwork
Footng.

Do Not Undermine
Exsting Blockwork
Footing.

Compacted Sand
Bedding with
Waterproof Membrane.

     

     

roved Waterproof Storage Slab FFLs to be Finalised on Site.

mettbrane. Agncultural (Related to Top of Revetthent walt and dompacted Sand |
SECTION A- A. Drain Pipe. jJetty ievels.) edcing vath | SlabsyFootings Indicative Ont
! I | 5e Refer Engineers Spec.

aterproot Membrane.

 

8.0m Height ee —~__ Le

  
    
    
   

Lae)
©
re
le

 

 

 

 

 

 

 

 

T Do Hot Undermme
misting Blockwork
Footing.

 
     
 
 

 
    
  
 
     

 

SlabsFoobngs
Indscative Only.
Reler Engineers
Spec.

SECTION B-B |

Exsting Blockwork
Footing.

  

 

 

| Pool Structure Indicative Only.
Refer Engineers Spec.

| 1

 

 

 

 

 

Plasterboard Lining
Rendered Concrete
Rendered Blockwork

Fibre Cement Sheeting
with Cover Battens

Weatherboard -

c 21/1008 — FFLs Altered, Section H-H Added
B 0807/08 For Pricing and Construction

A 4/78 Building Approval

SUE DATE DEVAN.

 

Nee EE —e
This drawing is subject to copyright and cannot ba reproduced in

whole or in part by any medium without the wittten permission of

Architects
MIDDAP. DITCHFIELD Pty Ltd

Archiinct Fig. No. - P Miditap - 001850. T Ditchteld - 02195
a.o.n. 49 064 466 708

Car Mary and Thomas Streets
NOOSAVILLE QLD 4566 :

Ph - (07) 5474 0877 Fax - (07) 5474 0908

* Erma ~ design@maderccomay

 

CLIENT
.R&W WALKER

PROJECT

PROPOSED HOUSE.
LOCATION. |”

LOT 114 WITTA CIRCLE
NOOSA HEADS

DRAWING

_ Working! Drawings

Sections A-A & B-B & H-H
scale date drawn
1100 July 2008. KAG

Praj no. Dwg no.
0729—~Oi«; WD 4.01 C