183367 Rienmac (14Sep18) · 51987.2951.01

POOL CONSTRUCTION SPECIFICATION

1.

WORKMANSHIP & MATERIALS TO BE IN ACCORDANCE WITH AS2783 CONCRETE SWIMMING POOL CODE AND
LOCAL AUTHORITY'S REQUIREMENTS.

POOL FILLING & SOIL BACKFILLING NOT TO BE CARRIED OUT UNTIL WALLS & FLOOR HAVE REACHED DESIGN

ALL CONCRETE TO BE PRESSURE APPLIED BY ‘PRESSURECRETE’ METHOD WITH AN AVERAGE COMPRESSIVE

WHERE A SECOND LAYER OF
COVER TO TOP STEEL OF COPING TO
COVER TO BOTTOM STEEL IN COPING IS TO BE 40mm FROM BOTTOM OF

DEEP END TO HAVE AT LEAST 0.3m OF FIRM, NATURAL SOIL OR EQUIVALENT RETAINING WALL, ETC AS

SUPPORTING SOIL TO BE SOUND NATURAL SOIL OR WELL COMPACTED FILLING WITH BEARING CAPACITY AT

2.
STRENGTH.
3. 50mm LAYER OF 22mm GRAVEL TO BE PLACED UNDER POOL FLOOR.
4,
STRENGTH OF 32MPa AT 28 DAYS.
5. ALL CONCRETE ON PLAN TO BE 300mm RADIUS UNLESS NOTED OTHERWISE.
6. ALL REINFORCEMENT 10 BE HOT ROLLED DEFORMED BARS 'S' & ‘Y’.
7, CROSS RODS NOT NOTED TO BE S12 @ 300 CRS.
8. ALL BARS TO HAVE A SPLICE LENGTH OF 600mm, UNO.
9. MAIN REINFORCEMENT TO HAVE 65mm COVER TO GROUND FACE.
REINFORCEMENT IS USED COVER IS TO BE 40mm TO WATER FACE.
25mm FROM TOP OF CONCRETE.
CONCRETE.
10. SPLICES IN ADJACENT REINFORCEMENT BARS TO BE STAGGERED.
it
SUPPORT.
12.
ANY DEPTH NOT LESS THAN 100kPa,
13. DESIGN TO BE MODIFIED IF EXCESS GROUND WATER IS ENCOUNTERED DURING EXCAVATION.
1h. ALL DIMENSIONS ON SITE PLAN SHOWING THE POSITION OF THE POOL ARE TO THE WATER FACE.
15.

POOL OWNER TO BE INFORMED THAT AN ELEMENT OF RISK TO THE POOL STRUCTURE IS INVOLVED IF THE
POOL IS EMPTIED.

 

 

 

 

 

 

ODD -
3/512 CONT FOR
FULL LENGTH OF POOL.
wry
eo &
S12 VER BARS @ 150 (RS —_____+->] —— VER BARS TO HAVE —__—-+
THROUGHOUT. S12 HOR BARS @ POOL AS ae 50 COVER TO WATER
150 CRS. THROUGHOUT. DETAILED os FACE WHEN MORE
. oo THAN 600mm QUT OF
| —VER BARS TO BE 5 GROUND.
V/| CENTRAL IN POOL SHELL. x 3
WHEN IN GROUND. ==
200 THICK POOL SHELL SE
THROUGHOUT. .

 

 
 
 

 

 

 

200

 

 

 

 

 

i | +]
a

M12 TIE BARS @400 CRS TO EACH
FACE OF FOOTING. LAP 500 WITH
POOL REINFORCEMENT AS SHOWN.

4 BAR FIITM 50 BOTTOM COVER

CUT CENTRAL BAR AT SCREW PIER
AS REQUIRED.

POOL DETAILS

 

 

 

| ——— N12 HOR BARS @400 CRS

 

450

 

 

HYDROSTATIC VALVE 10 BE vera AT
LOWEST POINT.

HYDROSTATIC VALVE

 

SKIMMER PUMP

PROVIDE 2/S12 HOR 1200lg TOP & BOTTOM
AT SKIMMER BOX & SKIMMER OPENINGS.

/

 

 

 

 

 

 

 

 

SKIMMER BOX

FILTER

 

DISCHARGE TO COUNCIL
REQUIREMENTS.

 

 

 

 

 

MAIN DRAIN

TO POOL INLETS

 

DIAGRAMMATIC WATER RETICULATION

    

SCREW PIERS TO BE
FOUNDED A MIN OF 1m
BELOW UNDERSIDE OF
ADJACENT REVETMENT WALL.

 

 

 

 

 

LAP 450 WHERE REQUIRED
AND AT CORNERS.

 

STEP

POOL TO BE LOCATED MINIMUM 600 INTO
NATURAL GROUND OF MINIMUM SAFE
BEARING CAPACITY 100kPa,

PROVIDE EDGE THICKENING AS REQUIRED.

EP) MIN Nté BAR x500 LONG.

SCREW PIERS TO BE
LOCATED CENTRALLY
UNDER POOL WALL.

 

WATER LEVEL

S12 BARS @300 CRS EACH
WAY.

RIENMAC eryiro

ABN. 52 010 666 430 ACN. 010 666 430
CONSULTING CIVIL &
STRUCTURAL ENGINEERS

SUNSHINE COAST OFFICE:
SUITE 5, FIRST FLOOR,
SAINT CIRINO,

137 BRISBANE ROAD,

P:- (07) 5349 0762
Email:- [email protected]
Web:- www.rienmac.net

 

(PO BOX 149)
MOOLOOLABA OLD 4557
IENT:

 

DETAIL
INDICATIVE ONLY

J) R HERRMANN
PROJECT;

PROPOSED SWIMMING POOL

42 SEAVIEW TERRACE,
SUNSHINE BEACH QLD 4567

REAL PROPERTY DESCRIPTION & COUNCIL:
Lot 57 RP 81810

NOOSA SHIRE COUNCIL
DRAWING TITLE:

 

 

 

 

 

 

 

 

PETER RIENECKER - RPEQ 2088

 

 

DETAILS

Designed: PLR Drawn: TP

SCALES: 1:20

Engineer: PLR |DATE: 14 SEP 18
rrlen frist trom Wesaue Conting Emeeers | JOB_ NUMBER DWG No. | ISSUE
DO NoT SCALE oFF DRAWINGS. | A3 |SHEET  30F 3 |CHECKED: PLR