10/0662 - Operational Works [As Published] · 142010.662

 

 

 

 

 

 

 

ay

Project Job No. ES98868-B Amended 19/04/2010

 

 

 

 

 

  
   

q
t
(
‘
1
1
t
1
~ 1
1
'
Zone of '
Proposed Influence . ‘
Poo! ue (
oc '
|. - q
fe
went 00 !
748 Min 1
ett. 30.) tee eee

Piers to be founded 300mm below the
zone of influence of the proposed pool.
It is recommended that the pool is excavated
prior to the construction of the dwelling.

If the paol is excavated after the dwelling
STA Consulting Engineers will take no

ity for damage caused by the

use of a rock breaker or simitar.

 

     
         

Continuous
Footing

10m———_

a
wo hb
gS § 1
meee tenet estate

N
3

3

 

 

 

 

 

 

 

 

 

Slab Fabric
35 Bottom Cover
(If Fill Uncompacted)

Where the depth to the founding material is significant footing piers
must be placed as per the details below. The piers must be
located at the maximum spacings as shown below, and at comers

of the edge beam including “

 

5 ee OO ee Oe

  

 

 

 

 

 

 

 

 

Probably Required Here

(lf

Keim

| 2.5m

 

Large Step

Slab Piers

4
Issue Issue Description (Not to Scale)
Ween eee eee . sD Original Soil Test & Foundation Design
$Da Amended design to match new plans
'
'
'
'
Poot cemne ar
ocation
1
1
'
'
'
1
,
,
'

  

  

lt Uncompacted)

Large Step

Stab Fabric
Edge Beam
Footings

Footing Piers
Probably Required Here

FOOTING PIERS

Slab Mesh, 35 Bottom
Cover In Fill Areas

\

 

 

itersections and bay windows.

] 7

— 50

Large Step

 

  

Blocked-up
Footing

         
                           

3L8TM
1500 Long

Large Step

 
   

SLAB PIERS

‘\

6 Wires

1200x1200 Piece Of Slab
Fabric, 35 Top Cover

/ \

Ze 350MM

jx— 2.0m phe — 2.0m —>}

 

 

2000 Long

Block
Retaining Wall

450 Diameter
Pad Footings

   

  

{ Legend :-

 

Symbols

Descriptions

 

- 350 Diameter Drilled Pier (Unreinforced)

 

~ 350 Diameter d Pier Reinforced
with a minimum of 3L12TM unless
otherwise specified.

 

8

 

 

 

 

- 350 Diameter Stab Pier

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

f - Slab Fabric
Ofh
' i
QUGHEWEE, \ - Slab Thickening
LKEEZG NN - Slab Thickening under Load Bearing
Wall (if required).
WH): - Location Load Bearing Wal within 1m
Za

of Slab Thickening

 

 

 

 

 

Design Company

STA CONSULTING ENGINEERS

Unit 6, 848 Boundary Rd, Richlands, Qld, 4077

ACN 129 441 890 Fax (07) 33759299 Ph.3363 8181

 

CONSULTING
ENGINEERS

Client ae
Monte Constructions .
PO Box 8425, Woolloongabba Qid 4102 h

Site Address
Lot 13, No.13 Grant Street, Noosa Heads

Page 20f7