Plans - Revetment Wall Landings - 44 Noosa Pde Noosa Heads · OPW19/0227

 

 

BUILDING PERMIT

 

DRAWING SIZE — A3

 

CAST-IN STARTER BAR

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

10mm JONT, MASTIC BESSER CONTROL
| REF owe Sohone FOOTE 1m LEAL ONT BLOCKS.
mth Goundtevel 1200 | 450 Rex
; Saar
é ca OZIge,
§ | | 200 |e 2 VERTCAL BARS, a
i GROUT FILLED CORE Bo’
a TRENCH MESH 3L11TM TOP
2 1 [7 TT Bottom on Eouvaenr. SHES OF SORT,
LY _He— re ucaTures MOVEMENT JOINT DETAIL
© 800mm etrs (PROVIDE AT 6.0m ctrs MAX.)
so]
GWF) ~ GARDEN WALL FOOTING

  

TYPICAL SECTION

  

 

THIS FOOTING WTHOUT PIERS IS
FOUNDED ABOVE CRITICAL DEPTH UNE
AND IS UNSTABLE.

 

         

FOOTINGS FOUNDED INTO
SELECTED MATERIAL AND
BELOW CRITICAL LINE ARE

CONSIDERED STABLE.

! THE BUILDER/CONTRACTOR
j MUST CONFIRM ALL
1 RELEVANT LEVELS PRIOR TO
COMMENCING WORKS.

{
|
[LINE OF PROPOSED

POOL EXCAVATION
OR OTHER TRENCH.

 

NOTE:

THIS DETAIL ALSO APPLIES TO
EXISTING FOUNDATIONS ON
NEIGHBOURING PROPERTIES. SHEET
PILING NUST BE INSTALLED WHERE
EXISTING FOOTINGS WILL BE
FOUNDED ABOVE ANY EXCAVATION
CRITICAL DEPTH LINE

CRITICAL DEPTH LINE
TYPICAL SECTION

 

 

 

 

DRIVEWAY/TERRACE SLABS
125mm THK

S182 MESH

40mm TOP COVER

LLLL: te

  

TJ, TOOLED JOINT
TYPICAL SECTION

     

 

THIS DRAWING AND ASSOCIATED DETAILS
MUST BE READ IN CONJUNCTION WITH
THE NOTES CONTAINED ON 29053-N.

 

 

 

THIS DOCUMENT FORMS PARTOF
BUILDING APPROVAL NO:

20197461

4

 

 

 

 

CTT
Wy simnin YYZ

     
 

LOWER SLAB MESH T0
MAINTAIN 40mm TOP COVER
CUT EVERY SECOND WIRE
50mm CLEAR ALONG LINE
OF JOIN

 

 

 

Revision | Description Date

 

 

‘sue: CONSTRUCTION

 

Unit 1/11 Project Ave,

Noosa Heads

Ph (07) 5455 5604
i :

Os

fT

8)

 

Title: FOOTING AND SLAB DETAILS

 

Project 44 Noosa Pde
Noosa Heads

 

Date: April 2019 | Drg No. 29053-S2.2 |"