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

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 
 
 
 
   
 
 
 

   
 
 
   

 

 

 

 

 

 

 

 

    

   
 

        
  

    
     

 

  
 

 

 

 
  
 
 

   
   

   
    
 
 
  
 
   

 
   

      
   
   

       
 
 

 

   
  

  
  

   
 
 

 
 
 
 

 
 
 
 
  
   

 
         
  

 

 

 

  
 
 
    
 
 
  
 

 

 

 

 

 

 

 

   

     
 

 

 

 

  
 
 

 

  
 

 

  
   
  
  

  

 

  
  
  

     

 

 

 

 

 

 

  
 

  
  
 
 

 

  
 
  

 

 

 

 

 

I
3,205 26,790 1,000 10,767
t 7,390 3,210 6,590 2,610 6,990 1 T
190 200 | 1,000 TEE EEUU RRR RR ERROR RRERRERREEROE
OO el 90 8.510 0p 3.210190, 4-449 _499- 4 649 1 2640— +700 900 —_ or S00...
~ 190 6,100 16,210 1 5,500 500 | 190
tu
zs OO tt T | 1
w= 8 stair details: N
% 8 18R @ 175mm »
2 16T @ 250mm
S f i (7
aver ovetng blockwork g ae influence stair to be 100mm min
retaining wall existing 2000h rendered tock wall 190 4 1,10 2,000 1,310 iH | 0°00' 41.762 oO
D <—— = = "i = — B
7 | a — [ @ L o
% O Oo . ~ +
3 > (Py _ 8 ven 3 _ a _litgont lift pit. FL 1.42 entry path note point — yet 8 =F
= new | a. Ne eT eo a __ cone grposed agg a] 2S
MA . 2 I CL Added c s OE fe
S s i). 80 7 TT ERE TIT ITHTI af | BI LT as 4 dy 1 7 Y ZZ pr (Hi iY a oO =
AI 2900 CW11 seamless epoxy flooring een LLL =— ‘ion CW5 zz & 2
‘ slatted screen OY] a [ YW | -
NW finish to carspaces hose point HY Hef seamless epoxy flooring y =
— vacuumaid a ~~ oe Y | y finish to carspaces 2a 8
a NI 4 \ ieee rs R274 A A iH ! 2 Xn 3
oa N ( RW fank \ + 3,400 + 3249 7 _ 4,360 i 1); & ~
under : Ey = =—
\ un detail | 4 | ca rpa rk shaded area denotes t Y A g © =
. I | ~~
: FL 1 65 Ise ceiling at see hyd ota Y & N 18 oO a
eH ft tM a concrete | : HE 1.090 s ~
oO 8 ~__ fall to pits to eng. detail . visitor L y g @
5 = 2,610 7>s. 6210 --* ‘Hy 2,610 + 5,500 bf 8 Q
™ -_- _ —- — WS ’ =
ss N slatted screen - ~ t = £
ae] 1 Pe ~ ta hie mea ZZZ4 ALLELE ~ or >
+ = -— ~ — = -hosepoint (4d P22 I CII IA 8 Oo) =
3 & 9 — si+65 + --- 4 + weatherboard-clad block 5 4 &
- poo! pump | garden downpipe i. 2
oO enclosure ~~
= garden & P<] “I
oI SS grade 1:10 powdercoated alum pit K °
Metat Art Industries _ —_— _ _ | slatted screen 2000h rendered block wall
P| Supersiat screen SL 1.40 |
a3 ex x 10x )
powdercoat finish 26 ° , 5 OQ 400
we H grade 1:20 180°00' 41.762 L 4 .
NO SL 1.30 new footpath 1500w
grade 1:40 8 Oa to council specification
? (Ay
7
125 122 back of kerb
“T.10- T08 1.06
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
rfa t
Counel|Standaré specifications the cockleshell
120]) {soo 27,210 600 190
1 19 00
200)}11190 3,010 00 5,610 190 6,210 190 5,810 200}/1190 3.010
1,200 3,790 5,610 6,590 5,810 3,790 1,000
1 3,544 26,790 1,000 00
note:

total enclosed floor area (all floors): 490sqm.
no requirement for fire hydrant / hose reel

 

 

 

under 500sqm
- workmanship and materials shall be in accordance
. le .
no date amendments with relevant current s.a.a codes and statutory
: : : thorities requirements

dt 4500mm wide d fi pl authorities |

“ Mar 08 Front taco seing amende ° 400mm wide g ro U n 00 r a n - all dimensions and levels to be checked on site by
Modify existing stormwater manhole in Cockleshell builder before commencing work
- do not scale drawings

as required by council.

      
   
    
   

     
   
   
    
  

Client Location Drawing

K. & V. BRACKEN

Project

PROPOSED DUPLEX

   
 
   
    

andrew ine keller
design QBSA reg. 65073

   

FLOOR PLAN

 

Scale
1:100
Date
SEPT '07

181 GYMPIE TERRACE
NOOSAVILLE

     
    
  

  
  
 

Drawing no.

      

 

 

 

 

 

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

 

18.0707.1.1A