20080490 - Decision Notice [As Published] · 112008.490

 

Project Job No. 90775

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Proposed Bathroom
Extension
on Timber Floor

 

 

 

 

 

 

 

 

 

Comer Bars
Required
: Edge Beam Connection
a o y
mn Existing Deck
1 iC
Slab Fabric ced RE
EP. NE
F«q— Slab Edge Connection
Rea ATE: E Existing Dwelling
Stab ag
Ly Thickenings E
Retaining Wal! E
Footing Cc
b E
@ =
Existing Deck
o.
w eo
B g
450 Diameter
Pad Footings
Existing Water Tank
q
Q Qi
Stab Fabric %
35 Bottom Cover = 2 ZY
(Hf Fit! Uncompacted) %
N Z
q y
Prob: iy Rea dH <R Zé “4
robably Required Here LLOEL CULL TL OT PPE PLL PTA!
I Fil Uncompactee) ees MIME Ufleislideiiiiie
%
S
i 4 g
%
Retaining Wall g
Footing ma %
%

 

 

 

 

 

 

 

 

Column
Locations

SLAB PIERS

FOOTING PIERS.

Shaded areas of the edge beam indicate where bulk or drilled piers will Stab Mesh, 35 Bottom
probably be required. Piers mus! be located at comers of the edge beam Cover In Fill Areas
where applicable, including "." intersections and bay-windows. \

SS

Ey 7
K-

Slab thickenings must be plac

  

 

 

 

 

ao

1200x1200 Piece Of Slab
Fabric, 35 Top Cover

 

350mm

bg —— 2.0m pig — 2.0m —>}

 

Page 2 of 5

mA
Edge Beam Slab Thickenin

Starter [email protected] ch
a [email protected] cle Stab Fabric

 

400mm Thick Slab

 

    

 

 

 

 

 

~K~ .
I —==
300 ; Ci ted Fill
| \ | ‘ompacted Fil 1 i
Fe \ ews Si
{—. Vapour Barrier i Note: Bar chairs @ 800mm crs, Required Lap
400 \ Beddin: \ RG Ligatures @ $00mm Ctrs. Of two squares
| 9 Trench Mesh stab Mesh, Top 20mm Cover
¥ *-*"—-* | Starter Bar Sand Trench Mesh, Cover 40mm Cover
1
i 3004

Stepping Strip Fosting N12 Corner Bars

 

 

 

 

 

 

 

 

 

 

 

     

 

 

 

 

 

 

 

 

 

 

 

 

 

 

» sf F
Step < 200mm. Trench Mesh / Cage
se agjl|,Code - M8
| Require a lap of soortin’’ 8 Ves.
™. around outside comers Of , +),
footing reinforcement, 7
e 6
Mo %
Sry &
467 O 0
Hor ¢ 7, ™%
: MY v
Steel Reinforcement Product Code Sa Moy Steel Strength
‘4 ax we
Slab Fabric SL82 “A76500 Grade
Sr
Edge Beam & Thickening Reinforcement 3L12 TM 500 Grade
Reinforcement Bars & Starter Bars N12 Bar 500 Grade
Concrete Strength 20MPa
Note* Footing & Slab must be vibrated.

 

 

 

 

* Trench Mesh and steel reinforcement must have a minimum 500mm lap.
* All bottom steel must have 40mm bottom cover.

WIND CLASSIFICATION

An authorised representative of Soiltest Australia Engineering Services Pty Ltd has
visited the above site and classified the area by using AS
| 4055-1992. -

       
       

  

      

WIND LOADING ASSESSMENT Classification

ony”

Not Requested

 

 

 

 

Design Company

SOILTEST AUSTRALIA ENGINEERING SERVICES PTY LTD
Suite 1, 848 Boundary Rd, Richlands, Qld, 4077

ACN 109 233 123 Fax (07) 33759299 Ph. 3363 8181

STA

ALLIANCE

 

Builder
Diane Jones & Don Cieliand
575 Black Mountain Road, Cooroy Qld 4563

Builders Client
NIA

Client Order Number: N/A