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

 

 
 
 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 
 

 

 

 

 

 

 

 

     
   
 
   
 

    

 

   

 

      
 
 
 
  
   

 

   

 

 

 

      
        

     
   
 
   
 
      
   
  
 

      
 
  
   
   

     

     

 
 
   
 
 
 

 

   
 
 
 

   
 
 

 

  
  
   

 
 

 

    
  

 

  

 

 
  

 

 

 

 

 

 

 

  
  
    
 
 

 

 

 

   
  
 
 
 
  

 

     
 

 

 

 
     

    
     
  
 
 

 

 
  

 

 

 

 

 

 

 

 

 

  

     

 

  
   
 

 

 

 

 

 

 

 

Front fences amended.

 

 

_ 3,205 _, 26,790 1,000 10,767 '
t ] 7,390 3,210 6,590 2,610 6,990 7 |
| 190 2007 1,000 a
200 be 190 6,810 190, 3,210 190), 4,410 190), 1,610 2.610 1,700 4,900 190), 600 ——
= eo = 4 —— — ee ee ee
OTT 6,100 16,210 5,500 6001 1190
< sil t f Tt t
®
1E ® = |
jus g ; stair details:
o ® 18R @ 175mm
2 16T @ 250mm
S fi i
evening wm Sat see tome mn
retaining wall chisting 2000h rendered block wall 190 a 1 1 2,000 1,310 7 190) 0°00" 41.762 M
D — =— t = ¥ = +t ‘
js : S ak FL 1.42 - * ( ¥ f
2 (7 (? : 3 lift ¢ontrot ift pit: . entry path i 8
® | t 2.610 9 LA? I =] _ Pl oe ae ea agg. hose point —remp-tp ~gate— 2
— new —2 LITITZ Scher. = 6 —
SN ly 4 = Ey 8 — LY Y 8 oe _ gate 200h glass pool fence intercom
S I ; 8Q L Le 4 eZ) Slatted screan J eT ee eer H Ww Ql =
N 2900 seamless epoxy flooring point | CWStezze "1 g ~ =
Al finish to cdrspaces seamless epoxy flooring |
— . finish to carspaces Hot g
™ vacuumaid —— s oO
a8 cS z 8
a A / RWtank \ 5 ® =
— ~ under -
| ceoh detail, | 4 ca rpa rk shaded area denotes t a T ! 2 z © oO
. under ol Qo —
. FL 1 65 false ceiling at 2550h see hy ota 8 5 ©
© wpe---- concrete | 4,000 £ “
ip a fall to pits to eng. detail ceed x @
a 2610 190), 8 Qo
mw - —- ~~ 1 2 £
N ee ip Ls. S
a =e LL a 9. —~ _ _ _ (LIPID IIIT ZI IA ig I oD
=) 9 oP herboard-clad block e188 2
2 & 8 as - SL465 ++ -- ss colurhn, joard-clad bloc! > | ®
~ pool pump garden downpipe he
© garden enclosure
NI SSS grade 1:10 powdercoated alum
sot) Metal Art Industries -—~ __ _— _ _ slatted screen 2000h rendered block wail
Superslat screen SL 1 .40 |
~—— P : a )
ean 5 2 4,400
2 grade 1:20 180°00 41.762 /
N NO SL 1.30 footpath 1500w
footpath — 9 rade 1:40 8 @ ‘ to counel ereuihecton
p EP - - ae (A>
“7 “A SH
oe |
TO 7.08
concrete exposed aggregate existing square stormwater manhole lid 108
existing crossing to be removed 4 500 as selected to be replaced with circular standard MH lid
& replaced with kerb & channel, to satisfaction to local council
fa .
Council Standard specications the cockleshell
190 bp 800 27,210 600/ fs 90
1 19 00
200} 1,190 3,010 00 5,610 190 6,210 190 5,810 200}11190 3.010
1,200 3,790 5,610 6,590 5,810 3,790 1,000
1 3,544 26,790 1,000 500
note:
total enclosed floor area (all floors): 490sqm.
no requirement for fire hydrant / hose reel
under 500sqm
- workmanship and materials shall be in accordance
no. date amendments with relevant current s.a.a codes and statutory
A 11 Mar 08 | Driveway crossing amended to 4500mm wide. g ro U n d floo r p | a n authorities requirements

 

 

Modify existing stormwater manhole in Cockleshell
as required by council.

 

 

 

 
  
   
   

      
  

  
 
  
    
    
  

  
   
   
    
  
 

Client
K. & V. BRACKEN

Project

PROPOSED DUPLEX

Location Drawing

andrew mekesllay
design QBSA reg. 65073

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

 

FLOOR PLAN

  

181 GYMPIE TERRACE
NOOSAVILLE

   
 
 

  
 
    

Drawing no.

18.0707.1.1A

- all dimensions and levels to be checked on site by
builder before commencing work
- do not scale drawings

Scale
1:100
Date
SEPT '07