01.2 - Engineering Design (issue 2) · OPW18/0008

 

 

NOTES:

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

600

 

 

 

   
  

1— Hydrostatic valve

— 20mm gravel

 

600sq

 

 

 

HYDROSTATIC VALVE

SECTION { )
Scale 1:20

 

each way (1000mm long)

 

 

 

 

 

 

Horizontal bars as per-—
reinforcing schedule

 

V
200,
Typical

 

 

 

   
 

 

 

of ground, provide thickening
below the box and S12 bars
at 200mm crs each way.
Typical as shown dashed.

NOTE: The skimmer box is to be an approved
pre-fabricated assembly, (meeting safety standards),
installed by the pool builder, prior to the connection
of the pump/filter.

SKIMMER BOX

1. Do not scale drawings.
2. Check and verify all dimensions
prior to commencement of work.

SECTION f )
Scale 1:20

 

 

 

| 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10 11 | 12 | 13 | 14 | 15 | 16
400 max REINFORCEMENT SCHEDULE:
50_cover 3/S12 bars
WALL FLOOR
NOTE: | .
NO INFORMATION REGARDING EXISTING UNDERGROUND > a. ecw . — VERTICAL | HORIZONTAL LONGITUDINAL LATERAL
SERVICES HAS BEEN PROVIDED TO HR DESIGN GROUP S < edie Ss
AT TH TME. DAL BEFORE YOU O16 AND ANY a ° Zit cs | Zofmm cs_| 200mm ers | 2Ofmm cr
RELEVANT SEARCHES SHOULD BE COMPLETED PRIOR 5
IVORED AND ARE NGY AQHERSELY IMPACYEG BYE = 4 NOTE: Steel applies to pools up to 7.3m long x 2.8m wide.
6
PROPOSED POOL. CONTACT HR DESIGN GROUP FOR s
PIERING DETAILS WHERE THE POOL IS FOUNDED IN e
THE ZONE OF INFLUENCE OF ANY UNDERGROUND E | Vertical bi INTERMEDIATE BAR REQUIREMENTS
SERVICES. 8 ertica’ Dars as per (wall reinforcement only)
Ss reinforcing schedule
x . , VERTICAL HORIZONTAL
= 200 Typical e
FT & 1. Where pool depth > 1400mm 1. Nil
Ss 2. Where out of ground > 600mm
a
LA\ CG :
Skimmer box = $20 ~ =
\-/ + Competent Natural Material | Horizontal bors as per 8
(Typical) | b reinforcing schedule 3S
=
Lo LD) Ot ——a|
I Seat | Intermediate bars as per
| | reinforcing schedule
all
I Orain and |
YZ ' hydrostatic
| valve |
SAI |
| |
LL _|
J - 3
/ . ——T ee
p + Dw Py yeeL EE Minimum 50mm thick layer
roposed Uweting of 20mm gravel
Pool to found in competent natural material Extend intermediates past wall
POOL LAYOUT wom safe allowable bearing capacity TYPICAL POOL WALL corner a minimum of 1000mm
SECTION
Main drain with © -— 3/s12 bars Seale 1:20
[ grill top (horizontal)
; = 5 > Intermediate steel
C = - = a 8 Additional 2/N12. bors — tote [ 1000x1000mm legs
TT 4 across front of recess
2 sa ORI (2m long)
SL SE
x OSX - Vertical bars as per —— 3/512 b
NP Additional 2/S12 bars reinforcing schedule tems

 

Provide additional 2 metre length of S12 bar,
bent to suit reinforcement and placed
intermediate to horizontal steel to
strengthen pool wall to handle the

a4 concentration of stress at the sharp

corner.

SHARP CORNERS

DETAIL ss ZA \
Scale 1:20 \-/

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Issue|Made By| Date DESCRIPTION PROPOSED NEW RESIDENCE at CONSULTING STRUCTURAL & CIVIL ENGINEERS] scale : 1:100 UNO
=| 0 BDK 16/11/17 | Preliminary Issue — Not for Construction Office: Suite 8/137 Brisbane Road, Mooloolaba
on BOK | 04/12/17] Preliminary Issue — Not for Construction LOT 120 CNR SEAMOUNT QUAY & MERMAID QUAY, NOOSAVILLE Postal: P.0. Box 7117 Job No.: 17-0417
g 2 BDK | 11/12/17] Preliminary Issue — Not for Construction BUILDER: RYAN DESIGNER HOMES Sippy Downs, QLD. 4556 D N : S19
ia Desi “ — - - Ph: (07) 5444 5578 wg NOo.:
esigned By : J. SWEET BEng (Civil) (hons) Drawn By: BDK Date : 16/11/17 Web: hrdesigngroup.com.au
Certified By : BR CROMAR BEng (Civil) MIEAust CPEng RPEQ NER Date: 16/11/17 Emil: [email protected] POOL DETAILS
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