Structural Plans · MCU21/0097

LINDSAY CONSULTING PTY
                   LTD


[OCR of page images]
 

 

 

NOTES

1. STRUCTURAL
a) Concrete

- F'c = 25MPa at 28 days. 32MPa if within 1km of coastline

- Concrete shall comply with AS2783

- Concreting shall be carried out in one continuous operation by pneumatic spraying process
- Shade concrete and keep moist for 7 days.

- Exposure Classification (AS2783) - B2.

b) Reinforcement Fy = 250MPa. S12 bars throughout, lap 400 where required.

c) Foundations

Bars shall be tied securely in position.
- Cover shall be 65mm to vertical reinforcement to the inside face.

- Excavation shall follow contours of pool shape. Where over excavation occurs fill with concrete

- Foundation material shall be uniform over entire pool base, if not refer to Engineer
- In clay or rocky ground use 75mm thick layer of 20mm nominal gravel under base

- Minimium safe bearing capacity - 100kPa

- Pool walls shall be poured against undisturbed natural ground, if not refer to Structural Engineer.

aA

Total length 16700 MAX

d) Design - Design suitable for sites up to and including Class H (AS2870-2011)
- If pool is located in fill or aboveground refer to Structural Engineer.
- Drawing not to be used for pools in Exposure Classification C (AS2783)
- Walls have not been designed for cantilever walkways

2. CONSTRUCTION
a) Construction shall comply with AS2783.

3. GENERAL

a) Ground water pressure shall be relieved by Hydrostatic valve as shown.

b) Surface water shall be prevented from penetrating down beside pool wall by
grading surrounding areas away from the pool

c) Security fencing shall be as required by the Local Authority.

d) Finishes to pool surface shall be as detailed by Pool Contractor.

e) All hydraulic equipment (eg. pump, filter, hydrostatic relief valve, skimmer box etc.)
shall be as specified by the Pool Contractor

900 wide x 75 thick slab all round with F52
fabric CP or pavers with cement stabilized
B filling sand. Refer Note 3{b) ————]

300

 

 

Maximium surface area - 100m?

Finish to Clients or

Contractors requirements ™

 

 

Water Level

 

 

200 | 150 mw
{-: ~]
3 /S12

4 | inbondbeam *

 

$
SS

WALLS
REFER TABLE FOR
REINFORCEMENT

Earth wire to reinforcement
Joes to dwelling earth system
300 Varies

 

 
   
 

Washed gravel to underside
of pool, refer Note ‘{c)

BASE

S12 Verticals @ 300 crs
$12 Horiz @ 300 crs

 

 

 

Water Level

 

 

 

 

NOTE o
Where pool wall height (H) exceeds 3
x 1200 but less than 1500

provide intermediate vertical $12 bars
as shown dotted.

(ie. S12 bars in this area at 150 c/c)
THIS IS BASED ON 150 THICK - REFER
TABLE FOR THICKER POOL SHELL — gq

 
     
 

 

 
 

 

 

 
 

R/2

   

 

 

 

       
   

SECTION B-B

Hydrostatic relief valve _

| 600

 

 

 

 

100

 

 

Overall depth (D)
2250 MAX

DIA 200 Anti vortex
cover

Unreinforced cutoff wall
REQUIRED FOR
(CLASS H2 & E SITES)

 

 

Dia 40 suction line 300
to filter (Client option)

 

 

 

 

 

 

300
Sump containin 8 a Ss
nn | d= aL. e
600 Sa oO | oO
5
LONGITUDINAL SECTION COPING VARIATION WET EDGE DETAIL
300 Varies 4

 

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SECTION A-A

  

LINDSAY CONSULTL

 

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

 

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
A [ORIGINAL ISSUE 20/05/21
‘ompurer File
210531FD.DWG
DRAWING NUMBER SHEET] REV.

 

 

21-0531-F 14 14) A