Appendix A - Proposal Plans

 

 

'C’ BARS

250mm THICK

MAX 12m LENGTH x 2.7m WIDTH

 

 

$12-200 NX .

—
oc

PROPOSED WATER LEVEL

 

 

 

WALLS

$12-300 BAR

 

BEAM STEEL

 

RIVTM4
TOP AND BOTTOM

NOTE: -

1, LAP TM A MIN 500mm

2. COVER TO ALL BEAM STEEL - 50mm

3. TIE TM WITH R6 LIGS AT 500mm CRS

4. AN EQUIVALENT CAGE CAN BE USED
IN LIEU OF THE TM SPECIFIED.

 

 

 

 

 
 
 

€
&
Ss
S
»
nw

S12-300
BAR

 

 

 

 

 

 

 

 

 

 

 

 

( POOL STEEL REINFORCEMENT >
MARK DESCRIPTION STEEL
LONGITUDINAL FLOOR é& END
A BARS Soa Spars 512-300
€
ACROSS FLOOR & 5
B BARS SIDE VERTICAL BARS S12-300 s
s
C BARS ARONA $12-200 z
\ JS
L °n’ BARS
N12—400 STARTER BARS TO LAP S12-300

A MIN 600mm WITH
BASE SLAB REINFORCEMENT.

'B’ BARS
$12-300

 

MAX 1500mm

 

 

 

* $12-100 BARS FOR THE
Ge FIRST THREE BARS FROM
TOP OF WALL

 

200mm _ THICK
WALLS

 

S12-300 BARS + S12-300
INTERMEDIATE BARS

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Zz
CRE
MES SSPSs

 

 

 

SCREW-IN PIERS NOTE: -

7.5 TONNE (ULTIMATE LOAD)
STEEL SCREW-IN PIERS

WITH 1/N12 BAR - 200mm LONG THROUGH TOP OF FOOTING

 

0.75mm BONDEK WITH PROFILE
SPANNING ACROSS SHORT SIDE OF
POOL. (B2 EXPOSURE, 40MPa
CONCRETE, MAX 2700mm SPAN).

FOOTING BEAMS TO FULL
PERIMETER OF POOL

PROMDE 100mm COVER TO BOTTOM OF FOOTING

TYPICAL POOL CROSS-SECTION

SECTION
Scale 1:20

“— 250mm THICK BASE

NOTE: CONTACT

THIS OFFICE IF WALL

HEIGHT EXCEEDS
3000mm

 

 

   

MAX 3000mm

200 SERIES BLOCK WALLS
REINFORCED WITH N12
VERTICAL & HORIZONTAL
BARS AT 1000mm CENTRES.

TO LAP A MIN 600mm WITH
BLOCK WALL REINFORCEMENT.

 

 

 

 

 

 

 

 

 

   

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LR YQ
SS YY
YZ LORI
KK KKK
VR ORR
xR Ww RR
SS wy .
2 LN,
KX RE
VRAIS,
SEIKI
ON |
450mm

 

 

 

SCREW-IN PIERS NOTE: -
7.5 TONNE (ULTIMATE LOAD)
STEEL SCREW-IN PIERS
WH 1/N12 BAR - 200mm LONG
THROUGH TOP OF FOOTING
PROVIDE 100mm COVER TO
BOTTOM OF FOOTING

General Notes

 

1. DO NOT SCALE DRAWINGS.

2. IF ANY DIMENSIONS ARE SHOWN ON THIS
DRAWING, THEY ARE TO BE CONFIRMED WITH THE
BUILDER PRIOR TO PROJECT COMMENCEMENT.

3. ENSURE THE BUILDING PLATFORM IS PROOF
ROLLED TO OBTAIN A FIRM FOUNDATION BASE
TO SUPPORT THE SLAB AND FOOTING LOADS.
ALL FOOTINGS ARE TO BE DEEPENED THROUGH
ANY SOFT SPOTS TO BEAR INTO NATURAL
GROUND, OR CERTIFIED COMPACTED FILL
MATERIAL, A MIN 300mm.

4, CONCRETE SLAB DETAILS: —

a. MINIMUM THICKNESS = 100mm

b. REINFORCEMENT = SL82 MESH TO COMPLY
WITH AS1304, SUPPORTED ON BAR CHAIRS
SPACED ON A MAXIMUM 800mm GRID.

c. WATERPROOF MEMBRANE = MIN 0.2mm
THICK POLYTHENE PLACED UNDER THE SLAB
AREA WITH ALL PENETRATIONS TO BE
SEALED WITH TAPE OR ANOTHER APPROVED
METHOD.

d. CONCRETE — N20 AFTER 28 DAYS WITH A
NOMINAL AGGREGATE SIZE OF 20mm. THE
SLUMP SHOULD BE NO MORE THAN 100mm.
ALL CONCRETE PLACED IS TO BE VIBRATED
TO REMOVE ENTRAPPED AIR.

5. TERMITE PROTECTION: - THIS BUILDING IS TO
BE PROTECTED FROM SUB-TERRANEAN TERMITES
IN ACCORDANCE WITH THE BUILDING CODE OF
AUSTRALIA AND THE RELEVANT AUSTRALIAN
STANDARD.

6. THE FINISHED GROUND LEVEL IS TO BE
SLOPED SUCH THAT WATER IS NOT ALLOWED TO
POND NEAR THE FOUNDATIONS. A POSITIVE
GRADIENT IS TO BE MAINTAINED ACROSS THE
BUILDING AREA.

 

 

 

N12-400 WALL STARTER BARS

 

 

 

PB PRELIMINARY 25.03.15
PA PRELIMINARY 27.01.15
ISSUE REVISION /ISSUE DATE J
a.

CONSULTIN
INCORPORATING
Geo Structural & Geo Investigations
Ph: 5351 1011 or 5351 1555
Fax: 5351 1044
19/25 Quanda Road, Coolum Beach QLD 4573

 

 

Email: [email protected]

EES
(CLIENT:

R. MEAD / C. BASTOCK

PROVECT:

Proposed Residence at

44 Seaview Terrace
Sunshine Beach QLD 4567

 

Drawn by Designed by

[one
Mar. 2015 TW. SB.

 

 

‘Seale Certified by

NIS. S.Brimelow RPEQ(4942)

 

vob Number

 

 

"4-02 $8492

 

 

FOUNDATIONS PB
Ne