Structural Plans · MCU21/0097

LINDSAY CONSULTING PTY
                   LTD


[OCR of page images]
 

Filter and Spa
pumping unit (optional)

   
 
  
  

Skimmer box

 

Outlet to stormwater
drainage or sewer as
required by council

SCHEMATIC FOR WATER CIRCULATION

All pipework shall be Dia 40 uPVC Class 9 and all fittings shall

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

be uPVC Class 18 all to AS1475- 1994 (R2014) | 300 Varies T
e
Ss =
3 treads at 300 +~>—
o
& cl
2
a uP
z a4
z
es
REFER TABLE
REFER TABLE
SPA DETAIL
STEP DETAILS
ee $12-200EWCP =~—
~
> Pool reinforcement
3 KS ‘ll

 

 

 

 

 

 

    

 

400
TYP

REFER TABLE

 

 

 

PLAN
SKIMMER BOX DETAIL

BENCH

DETAIL

300
Profile of recess

Finish to Clients or to suit skimmer box

Contractors requirements IN

 

 

 

 

5} S12 - 200 EW CP

MIN 150 Pool
reinforcement

 

$12 intermediates
at 200 CRS

 

 

 

 

500

 

MIN 150 ‘

 

 

 

 

500 MAX

 

 

CANTILEVERED EDGE BEAM DETAIL

SECTION C-C
SKIMMER BOX DETAIL

  

LINDSAY CONSULTI.

 

OFF. 2¢/82 PARKER ATREET, MAROOGAYDORE PH 5

 

THIS DRAWING REMAINS HE PROPERTY OF
LINDSAY CONSULTING PTY LTD AND IS FOR
THE SOLE USE OF THE CLIENT. NO PART
MAY BE USED IN PART OR WHOLE WITHOUT
PRIOR EXPRESS WRITTEN CONSENT OF
LINDSAY CONSULTING PTY LTD

 

 

 

THIS TABLE ONLY APPLIED
FOR POOL BASE/WALL TO
BE 300mm EMBEDDED

INTO NATURAL MATERIAL

Height Above
Ground(m)
0.6

0.8

1.0

12

14

1.6

1.8)

2.0

21

Height Above
Ground({m)

0.6
0.8
1.0
1.2
14
1.6
1.8
2.0
24

ABOVE GROUND CONCRETE POOL

Maximum Overall Depth
{Coping to Inside base face)
1.2m

1.2m

1.2m

1.35m

1.6m

1.85m

1,95m

2.2m

2.3m

VERTICAL REINFORCEMENT

THICKNESS (mm)

150

S12 @ 300
S12 @ 300
S12 @ 300
$12 @ 150
$12 @ 150
$12 @ 100

175 200

$12 @ 300 S12 @ 300
$12 @ 300 S12 @ 300
$12 @ 300 S12 @ 300
$12 @ 300 S12 @ 300
$12 @ 150 S12 @ 150
$12 @ 100 $12 @ 150
$12 @ 100 S12 @ 100

HORIZONTAL REINFORCEMENT
THICKNESS (mm) ~ T

Maximum Overall Depth
{Coping to Inside base face)

1.2m
1.2m
1.2m
1.35m
1.6m
185m
1.95m
2.2m
2.3m

150

S12 @ 300
$12 @ 300
$12 @ 150
$12 @ 150
$12 @ 150
$12 @ 150

175 200

$12 @ 250 S12 @ 225
$12 @ 250 S12 @ 225
$12 @ 140 S12 @ 100
$12 @ 140 S12 @ 100
$12 @ 140 S12 @ 100
$12 @ 140 $12 @ 100
$12 @ 140 $12 @ 100

BELOW GROUND HORIZONTAL REINFORCEMENT

Maximum Overall Depth
{Coping to Inside base face)

1.2m
1.2m
1.2m
135m
1.6m
185m
1.95m
2.2m
2.3m

THICKNESS (mm) . T

150

$12 @ 300
$12 @ 300
$12 @ 300
$12 @ 300
$12 @ 300
$12 @ 300

175 200

$12 @ 250 $12 @ 225
$12 @ 250 Si2 @ 225
$12 @ 250 S12 @ 225
$12 @ 250 S12 @ 225
$12 @ 250 S12 @ 225
$12 @ 250 S12 @ 225
$12 @ 250 S12 @ 225

-T

225

$12 @ 300 EF
$12 @ 300 EF
$12 @ 300 EF
$12 @ 300 EF
$12 @ 300 EF
$12 @ 150 EF
$12 @ 150 EF
$12 @ 100 EF

250

$12 @ 300 EF
$12 @ 300 EF
$12 @ 300 EF
$12 @ 300 EF
$12 @ 300 EF
$12 @ 150 EF
$12 @ 150 EF
$12 @ 100 EF
$12 @ 100 EF

EF = EACH FACE

225

$12 @ 300 EF
$12 @ 300 EF
$12 @ 150 EF
$12 @ 150 EF
S12 @ 150 EF
$12 @ 150 EF
$12 @ 150 EF
$12 @ 150 EF

250

$12 @ 300 EF
$12 @ 300 EF
$12 @ 150 EF
$12 @ 150 EF
$12 @ 150 EF
$12 @ 150 EF
$12 @ 150 EF
$12 @ 150 EF
$12 @ 150 EF

EF = EACH FACE

225

$12 @ 300 EF
$12 @ 300 EF
$12 @ 300 EF
$12 @ 300 EF
$12 @ 300 EF
$12 @ 300 EF
$12 @ 300 EF
$12 @ 300 EF

250

$12 @ 300 EF
$12 @ 300 EF
$12 @ 300 EF
$12 @ 300 EF
$12 @ 300 EF
$12 @ 300 EF
$12 @ 300 EF
$12 @ 300 EF
$12 @ 300 EF

EF = EACH FACE

REINFORCEMENT SPECIFICATIONS HAVE BEEN DERIVED FROM AS-2783-1992 USE OF REINFORCED CONCRETE FOR SMALL

SWIMMING PCOLS.

CLIENT AND PROJECT DESCRIPTION
PAUL CLOUT DESIGN
PROPOSED RESIDENCE

NO.30 THE PROMONTORY
NOOSAVILLE

 

DRAWING TITLE
POOL DETAILS

 

SCALES

 

SURVEY DATUM

 

ASSOCIATED CONSULTANTS

 

REVISION LIST

 

>

ORIGINAL ISSUE 20/05/21

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

‘ompurer File

210531FD.DWG

 

 

DRAWING NUMBER SHEET] REV.

21-0531-F15 15] A