08/1491- Approved Plans [As Published] · 132008.1491

                      
        

A2 x 42 Expressed
Cover Battens.

  

fie tesa fy J | Billiard

  

80mm Topping Slab
Graded to Door:

— Double Garage_|__

=
~~
~

Storage

 

         
 

Water Tank
60.350 Itres

            

Slabs/Footings Indicate Only.

 

Refer 6
jer Engineers Spec, Approved Waterps

Corbpacted Sand Approved Waterproof

  
           

    

 

  
  

 

 

 

 

 

 

              

     
     

 

 

 

            
    

    

       

   
      

   

 

  

       

 

 

 

 

 

 

 

|
< |
membrane Bedding wth membrane. Agricultural %
Dran Pipe. water er Membrane. | Drain mie Contpacted Sand sting
i | | Be. cing fath Revetment Wall,
Approved Waterproof Seal : i
to Inside of Water Tank. SECTION E-E | | | | Waterproof Membrane.
i !
| | | |
1s 1Omm Hebel
a Render to
& Height
|3 Boundary Wall ee Sm Regt ee nr ee rr rrr on
3 + Garage Wall a
+8 -
20 “
J ia r Continvous _
y Waterproot
membrane to top
and sides of
‘ Boundary Wall
and Garage Wall
| Junction.
[8) Plasterboard Linng
BW Rendered Concrete
3 GB) Rendered Blockwork
ce New
&e 20mm Topping Slab % Cc GQ) Fibre Cement Sheeting
% § Graded to Door. 3 Coloured with Cover Battens
a8 FFL 2.715m Concrete ( Weathervoard
Z a : 5~ Double 2 Garage Drveway:
- yp
T Ye C 24/108 ~—_-FFL's Altered, & Sections
4 S506: B 06/708 = For Pricing and Construction
‘A 417108 _ Building Approval
Fill. 3
New aad Pies wal : Busting Revetment Wal, Reler Engmneers 60.350 litres th issue DATE OETARS
Spec. Slabs/Footings Indicative: Only. Waterproot . 7
Average Maximum from Pes 1g ty. Ww: Pp “This drawing Is subject to copyright and cannol be repreduced in
Existing Ground Level-—J | SECTION F-F Refer Engneers Spec. Aeproved fnetettoal membrane, Agncuitural ‘wale arin part by any medium without the wee passion of
. mn Pipe. RAE ND AR TS
Drain Pipe.
pe Approved Potable Waterproot Architects
Seal to I f Water Tank.
sola CR eal to Ineicle of Water Tank MIDDAP DITCHFIELD Pty Ltd
Door. 4— Existing 2000mm Asoc og Na Pip O89 Olt «002105
| High Block Wall Cnr Mary and Thomas Streets
RL27 NOOSAVILLE QLD 4566
pe — SAI Garage RL2718 Ph - (07) 5474 0877 Fax - (07) 5474 0906
Email - [email protected]
: : CLIENT
_New.Conerete Existing Ground Line R & W WALKER
Slab as per . T if WO NY NY PY I NY
Engineers Spec. A LL, YL, Y LY, LL, PROJECT
: | IZQ_ZXOEQ_OD2ROQOOO PROPOSED HOUSE
LOCATION

 

 

 

7 OYIQIOOYLXYS
7S LZ DDO T 114 WITTA CIRC
Sip fA fe OL seonveas

“ Working Drawings

 

 

|
Hew Footing /
a Foundation || Sess SECTION G-G Sections EE &FF & GG
¥ LA Spec. Indicative Only) 7 Seale 1:10 ——a —
Ue J lI t vz 1:100 July 2008 KAG
“4 < Proj no. Dwg no.
\ Sy 0729 WD 4.03 C

 

YA wee NODA