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

Edge Beam

{Cladding
Starter [email protected] e/e
J Slab Fabric
y

Slab Thickenin

 

Step Down

100mm Thick Slab

 

 

 

FSL ann Compacted Fill 1 I t
1 i >
| Vapi Barrier Min 50mm IK 300 >| i
‘ Required Lap
400 \ Bedding Sand Note: of two squares
| Trench Mesh Bar chairs @ 800mm Ctrs.
Vv as Starter Bar R6 Ligatures @ 800mm Ctrs.

 

 

N12 Comer Bars

Trench Mesh, .

Require a lap of 500mm
around outside corners of
footing reinforcement

 

 

 

 

 

Slab Mesh, Top 20mm Cover
Trench Mesh, Cover 40mm Bottom Cover

Step Down Thickenin

 

 

Trench Mesh

 

 

Step > 200mm
but < 2D

x

D0 Footing Beam

~~
—>| 150 ke~

    

 

 

 

 

 

 

Steel Reinforcement Product Code Steel Strength
Slab Fabric SL82 500 Grade
Edge Beam & Thickening Reinforcement 3L12 TM 500 Grade
Reinforcement Bars & Starter Bars N12 Bar 500 Grade

Concrete Strength 20MPa

 

 

 

Note* Footing & Slab Edge must be vibrated.

* Trench Mesh and steel reinforcement must have a minimum 500mm fap.

* All bottom steel must have 40mm bottom cover.

 

 

 

Code - S8

 

 

 

 

 

 

Knock out Block
or Formed Edge
\.
200 >
~M

 

(200 Series Blockwork)

oe

 

 
 

 

1600
Max

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

 

 

Large Step Down

(200 Series Blockwork}

Blockwork &
Knock out Block fg 1¢  Starterbars

 

 

 

 

 

 

 

 

 

+ ne ne the intel ee dieing I Ames
wn

 

 

FSL

 

 

 

+—— 55 Cover

or Formed Edge | by Others
2 SSS ee Slabs as per
2 Slab as per a x \. a <—_
~~ Report 200 | ' ————— Peron
“ .

. Wt 500 Min |

>

Reinforcement Bars as. 1600 }— 55 Cover
per Table Below Max

Reinforcement Bars as
per Table Below

 

 

Waterproofing to be placed as per the
[<— manufacturers specifications

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

| __ Reinforcement Bars A.G.Drain
400 <—)__ 300 Min Embedment 300 to efficient
v OT outflow
ne AL
A i
40 Cover | 3L127M Reinforcement Bars
350 400 | 300 Min Embedment
! bet
yy ct
\
* 4u11TM
40 Cover

ae

Notes:

 

- Retaining wall footings to be founded to the
recommended founding material as per page
1 of the report.

- All excavations to be finished cleaned and
harizantal.

- The retaining wall is not to be backfilled for
a minimum of 1 week after concrete core filling.

~ All cores to be infilled with concrete grout -
18MPa minimum,

~ Concrete is to be vibrated / rodded into the
black cavity.

- Walls over 1600 high to be propped at 2/3 of
height. Temporary props not to be removed
until slab has been poured.

  

Btocked Up Retaining Wali Specifications

 

 

 

 

 

 

 

Wall Height Reinforcement
0-600 N12 Bars at 1000 Centres
N12 Bars at 400 Centres
600 - 1200 ‘Horizontal and Vertical
N16 Bars at 400 Centres
1200 - 1600 - Horizontal and Vertical

 

Note* Fos
“Trench

oting & Wall Cavity must be vibrated. = ' -
Mesh and Steel Reinforcement must have a minimum S0omm fap.

* All bottom steel must have 40mm bottom cover.

 

 

Design Company _.

STA CONSULTING ENGINEERS

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

ACN 129 441890 Fax (07) 33759299 Ph.3363 8181

  

Client
Monte Constructions

PO Box 8425, Woolloongabba Qld 4102

CONSULTING
ENGDINGERS

 

A ae

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