08/0215 - Response to Information Request [As Published] · 142008.215

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
  
 
 
    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
   

    
  

   

 
 
 
 

  
     
   

   
  
  
 
   
   
  

 

  
   
 

     
   
 

    
      
   

   
  
  
 
  

 

    
      
  
  

 
  
 

 

 
   
 
 

 

 

 
   

 

 

 

 

 

 

 

  
  
 

 
  

 

 

 

 

 

 
   
  
   
  

 

 

 

 

 
 
 
   
 

  

 

    

   
 

  

 

 

 
   
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

3,205 | , 26,790 1,000 10,767
t 7,390 3,210 6,590 2,610 6,990 1
200 | 1,000
200},,,190 6,810 190 3.210 190 4,410 190), 1,61¢ 610" 2,610 1,700 4.900 190 00
190 6,100 16,210 Tt 1 5,500 00 | 190
<8 @ f f
eg of
us g stair details: N
5 & [email protected] 16T @ 250mm
2000h erred blockwork g zone f influence stair to bbe 100mm min V
retaining wall existing 2000h rendered |block wali Het ee 0°00" 41.762 Ry
x —_—= 33 -
3 = = = ©
o - lit gontrol lift pit: FL 1.42 entry path hose point &
f po yee wey YT op Tt TO ___ cone. exposed agg &
TBE eee os Teal a
oO
“te =| 8
seamless epoxy flooring Saiedscreen fe [ cwsif = @ 2
finish to carspaces hose point seamless poxy flooring
—_ finish to carspaces banked 8
5 - — . ~~] garden 2 8
nN / RW) 8 2
~ \ in i 4 : garden = 8
see hyd detail | | Ca rp: a rk shaded area denotes 4.000 g N © 2
; EL 1 65 : false ceiling at 2550h see > nyt get 3 N © oO
SH} LL a concrete aa zh : 1,000 & ~ ©
ip > wong deta seo visitor 3 ®
° ~ 2,610 5,500 o Q
NR 2
N _Zlatted s scan Tt : e
aaa at] >
ue 773310x5610 panelit door ~y4._ t y ip o)
4 st fc 9 oS
= oO
o -
pool pump
enclosure
ca\ garden 5
a grade 1:10 powdercoated alum 8
Metal Art Industries }000h rendered block wall | slatted screen qj
| | i Supersiat screen gS SL 1. 40
@ Oy ee)
powdercoat finish enn:
> rede 1:20 180°00 p2 x40
SLT. 304 f 500w
o
“Y Eis SL 1.28
1.25 122 back of kerb 1.20 ti
T10 1.08 1.06 os
1
concrete exposed aggregate existing square stormwater manhole lid
existing crossing to be removed 4500 as selected to be replaced with circular standard MH lid
& replaced with kerb & channel, to satisfaction to local council
Counel Standard epecifeatione the cockleshell
190), po 27,210
1
190 3,010 00 5,610 190 6,210 190 5,810
1,200 3,790 5,610 6,590 5,810
| _3,544 26,790 - Ss.
wo.
note: * C
total enclosed floor area (all floors): 490sqm. ee, :
no requirement for fire hydrant / hose reel ve Lat
under 500sqm wi
MEY a
~ Pee
no date amendments - workmanship and materials shail be in accordance

with relevant current s.a.a codes and statutory

| : : authorities requirements
A 11 Mar 08 | Driveway crossing amended to 4500mm wide. g ro u nd floo c pla n -all dimensions and levels to be checked on site by

Front fences amended. . :
Modify existing stormwater manhole in Cockleshell builder before commencing work
as required by council. - do not scale oe

ode coekettee [event [ becation |
| eye tena FLOOR PLAN
K. 8 V, BRACKEN 181 GYMPIE TERRACE mame remnace | TCOORPEAN [mI] trun) — \
Drawing no. Date
18.0707.1.1A SEPT '07 414A

 

 

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design QBSA reg. 65073

PO Box 1222 Phone/Fax:
TEWANTIN 4565 = (07) 5449 9066

 

 

 

 

     

  
 

Project NOOSAVILLE
PROPOSED DUPLEX