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BA190515 - 91 Upper Hastings Street Noosa Heads - 2019-1027 - 91 Upper Hastings Street - Rev 3 · OPW20/0026
Attached to the e-mail Civil Plans & Cover Letter OPW20/0026 - 91 Upper Hastings Street Noosa Heads.
NOTES d) Design - Design suitable for sites up to and including Class H (AS2870 Parts 1 and 2) 300
- If pool is located in fill or aboveground refer to Structural Engineer. Spa
1. STRUCTURAL 300 (optional)
- Drawing not to be used for pools in Exposure Classification C (AS2783) Filter and
75
a) Concrete - F'c = 40MPa at 28 days, sutiable for salt water envornment.
- - Walls have not been designed for cantilever walkways. pumping unit Skimmer box
Concrete shall comply with AS2783.
75
3xS12 Bond Beam 3xS12 Bond Beam
- Concreting shall be carried out in one continuous operation by pneumatic spraying process. 2. CONSTRUCTION
100
- Shade concrete and keep moist for 7 days. POOL
a) Construction shall comply with AS2783.
275
275
- Exposure Classification (AS2783) - B2.
3. GENERAL
b) Reinforcement- Fy = 250MPa. S12 bars throughout, lap 500 where required. a) Ground water pressure shall be relieved by Hydrostatic valve as shown.
- Bars shall be tied securely in position. b) Surface water shall be prevented from penetrating down beside pool wall by Outlet to stormwater
- Cover shall be 65mm to vertical reinforcement to the inside face. grading surrounding areas away from the pool. drainage or sewer as
c) Security fencing shall be as required by the Local Authority. required by council Main sump
c) Foundations - Excavation shall follow contours of pool shape. Where over excavation occurs fill with concrete. d) Finishes to pool surface shall be as detailed by Pool Contractor. for emptying
-
-
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.
e) All hydraulic equipment (eg. pump, filter, hydrostatic relief valve, skimmer box etc.)
shall be as specified by the Pool Contractor
COPING VARIATION WET EDGE DETAIL SCHEMATIC FOR WATER CIRCULATION
- Minimium safe bearing capacity - 100kPa N.T.S N.T.S
- Pool walls shall be poured against undisturbed natural ground, if not refer to Structural Engineer.
350 All pipework shall be Dia 40 uPVC Class 9 and
all fittings shall be uPVC Class 18 all to AS1475
WATER lEVEL 4 x S12 to Ring Beam
4 x S12 to Ring Beam
350 350 Deck Level
Earth wire to reinf.
Connect to dwelling 4 x S12 to Ring Beam A WATER LEVEL
earth system
250
4 x S12 to Ring Beam 3 treads at 300
WATER lEVEL
250
1500 MAXIMUM
190
200
4 equal risers
S12 @ 200 CRS Vertical
S12 @ 300 CRS Horizontal
(H) 1500 Max.
40 mm cover to Inside of Pool S12 @ 100 CRS Vertical
S12 @ 300 CRS Horizontal
NGL 40 mm cover to Inside of Pool NGL 500 mm LAPS (TYP)
S12 @ 100 CRS Vertical 500 mm LAPS (TYP)
S12 @ 300 CRS Horizontal
Not greatern than 1.2m
40 mm cover to Inside of Pool
x.
0
ro
15
p
500 mm LAPS (TYP)
x . Ap
ro 00
pp
NGL
R6 S12-300 EW CP
0 A S12 @ 200 CRS Vertical
200
60 STEP DETAILS
S12 @ 200 CRS Horizontal
300 MIN
R 500 mm LAPS (TYP) 70 mm cover to Unside of Pool
500 mm LAPS (TYP) S12 @ 200 CRS Vertical
S12 @ 200 CRS Horizontal
300 Varies 150
40 mm cover to Inside of Pool
200 Dia. Anti vortex Cover
1800 Min.#
Ø350mmx1800 Min. Depth
SECTION A-A THROUGH ABOVE GROUND POOL
200
Bore Pier @ 1800 Ctrs Max.
N12 Cogged Tie Bar Washed gravel to underside
100mm Min. of pool, refer Note 1(c)
Waterproof N.T.S
Hydrostatic relief valve
membrane Dia 40 suction line
NOTE 1: S12 - 200 EW CP
to filter
600
Ø350mmx1800 Min. Depth
500
Where pool wall height (H) exceeds
Ø350
1200 but less than 1500 A Sump containing
crushed rock
Bore Pier @ 1800 Ctrs Max.
provide intermediate vertical S12 bars 0 Pool reinforcement
R5
nominal size 50 mm
# Bore Pier Depth 1800mm Min. unless as shown dotted.
250
300
Founded 300mm into weathered rock, (ie. S12 bars in this area at 150 c/c)
600 SQ
as identified by a Geotecchnical Eng.
C C
150
N12 Cogged Tie Bar
650
SECTION THROUGH BELOW GROUND POOL Ø350
1000
N.T.S
400
TYP
400
S12-300 EW CP
S12 - 300 EW CP
Excavate beside and BENCH DETAIL PLAN SPA DETAIL
under existing Footings at
1500 mm maximum centres
Extra S12 1500 long SKIMMER BOX DETAIL
Water Level spaced 300 vertically
Water Level 75 cover to inside face
S12-300 EW CP
R pro
(a
60 x.
Profile of recess
p
0 )
(a to suit skimmer box.
R
Exist. External External pp
60
Edge Beam ro Line of S12 - 200 EW CP
0
Edge Beam x.) excavation
150
MIN 150 Pool
300 reinforcement
300
Position outside horizontal
1 1 reinforcing with 60 MIN cover
Piers under Footings at 350 DIA MIN 150
2 1500 mm maximum centres 2 to excavated face
350 SQ PLAN
PLAN BOND BEAM CORNER DETAIL
WALL CORNER DETAIL SECTION C-C
EXISTING FOOTING DEEPENING ADJACENT POOL NEW FOOTING DEEPING ADJACENT POOL FOR RECTANGULAR POOLS SKIMMER BOX DETAIL
FOR RECTANGULAR POOLS
Copyright: The drawing and engineering content shown in this drawing remains the property of Blackall
Range Consulting Engineer and may not be copied, altered, sections omitted or erased and changes
made without the prior written approval of Blackall Range Consulting Engineer. Acceptance of Blackall
Range Consulting Engineer fee proposal or estimate is deemed sufficient to effectuate an agreement.
Non-payment of said fee proposal or estimate and subsequent use of Blackall Range Consulting
Engineer drawings or material is a breach of said agreement and subject to litigation. ABN 94950162458
Rev. No. Drawn Amendment Details
A Drawings - 2019-1027
Drawn
CJF
Checked Date
CJF 22/02
Site Classification: M BLACKALL RANGE CONSULTING ENGINEER CLIENT: PROJECT DETAILS: Sheet No. 8 of 8
Consulting Civil, Structural and Geotechnical Engineer ABN 94950162458
Date Issued: DEC 2019
Soil Classification: CH MR ADAM LAW PROPOSED RENOVATIONS
Campbell J Foster Po Box 342 CAD File:
Copyright: The design and engineering content shown on this drawing remains the property
Wind Category: N3 BEng(Civil), MIEAust. (609713), CPEng, RPEQ (7228)
Mapleton, QLD, 4560
(07) 5445 7354 (Office)
91 UPPER HASTINGS STREET DRAWING NUMBER REV.
of Blackall Range Consulting Engineer and may not be copied, altered, sections omitted
or erased and changed in any way without the prior written approval from Blackall
Range Consulting Engineer. ABN 94950162458 Terrain Category: 2.5 Signature
(07) 5445 7332 (Fax)
0419 140465 (Mobile)
NOOSA HEADS 2019-1027-08 3
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