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19630-STRUCTURAL Drawings 15.06.21
Attached to the e-mail Operational Works Application OPW21/0189 - DA Form 1 Application Driveway crossovers & Stormwater Discharge connection 13-15 Hilton Esplanade Tewantin.
Original PDF page 6, section 1. The text section number identifies this passage in the reader.
200 REFER POOL SIZE AND SHAPE NOTES FOR MAXIMUM POOL SIZE 200 GENERAL NOTES
1. THE CODES, NOTES AND PROCEDURES REFERRED TO AND SHOWN ON THIS STANDARD DRAWING APPLY AT
THE TIME OF THE DRAWING ISSUE. WITH CONTINUED USE OVER A LONG PERIOD OF TIME THE CODES, NOTES
S12-200. MAXIMUM WATER DEPTH 1300 (1200) S12-200. MAXIMUMUM WATER DEPTH 1750 (1650) 3 N12 BOTH
AND PROCEDURES MAY BE SUBJECT TO ALTERATION AND MODIFICATIONS TO THIS DRAWING MAY BE REQUIRED.
FACES
2. THE STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE RELEVANT AUSTRALIAN CODES OF
HORIZONTAL
JOINT. FOR DETAIL REFER S05. COG N12-400 VERTICAL PRACTICE. WHERE SAMPLING AND TESTING OF CONCRETE IS REQUIRED IT SHALL BE CARRIED OUT IN
T.W.L. ACCORDANCE WITH THE REQUIREMENT OF A.S.3600 CONCRETE STRUCTURES CODE.
BARS 450 INTO GROUND FLOOR SLAB. TYPICAL.
3. CONCRETING SHALL BE CARRIED OUT IN ONE CONTINUOUS OPERATION AND MAY BE APPLIED BY THE
PNEUMATIC SPRAYED PROCESS. PNEUMATICALLY APPLIED CONCRETE SHALL BE CARRIED OUT BY
EXPERIENCED OPERATORS IN SUCH A MANNER THAT CONCRETE IS ADEQUATELY COMPACTED AROUND ALL
S12-200 450 LAP REINFORCEMENT AND FORMWORK AND THAT NO VOIDS OCCUR IN THE HARDENED CONCRETE.
WITH BOTTOM BARS 4. CONCRETE SHALL BE PROPORTIONED TO ACHIEVE A MINIMUM CHARACTERISTIC COMPRESSIVE STRENGTH OF
OF POOL BASE 32 MPa WHEN SAMPLED AND TESTED IN ACCORDANCE WITH A.S.3600. MINIMUM EFFECTIVE CEMENT CONTENT
700
200
D.P.M. TYPICAL SHALL COMPLY WITH CLAUSE 7 OF A.S.2783.
5. THE USE OF ADMIXTURES IS SUBJECT TO APPROVAL AND SHALL COMPLY WITH THE RELEVANT CODES.
S12-200 6. WHERE NECESSARY A PENCIL VIBRATOR SHALL BE USED TO ASSIST IN THE COMPACTION OF CONCRETE
S12-200
WHERE REINFORCEMENT IS CONGESTED.
HORIZONTAL
65 COVER - TYPICAL
CURING NOTE
S12-200 HORIZONTAL 1. IMMEDIATELY AFTER THE PNEUMATIC CONCRETE HAS BEEN PLACED, IT SHOULD BE PROTECTED FROM
S12-200
PREMATURE DRYING BY SHADING FROM DIRECT SUN AND SHIELDING FROM WIND. AS SOON AS CONCRETE HAS
VERTICAL
HARDENED SUFFICIENTLY, IT SHOULD BE THOROUGHLY WETTED AND THEREAFTER KEPT WET CONTINUOUSLY
FALL MAIN DRAIN WITH FOR AT LEAST 10 DAYS.
GRILLE TOP AT LOW
POINT FALL
REINFORCEMENT NOTES
BACKFILL 1. THE GENERAL PLACEMENT OF REINFORCEMENT SHALL BE IN ACCORDANCE WITH CLAUSE 16.4 OF A.S.2783
UNLESS VARIED BY THE NOTES AND DETAILS ON THIS DRAWING.
2. REINFORCEMENT SHOWN (S12) SHALL BE 12 mm DIAMETER STRUCTURAL GRADE BARS (GRADE 250 BARS) TO
A.S.1302. REINFORCEMENT TO BE SECURELY FIXED AND SUPPORTED TO OBTAIN CORRECT COVER TO BARS AS
NOTED ON THE DRAWING. UNLESS OTHERWISE NOTED LAPS TO BARS TO BE AS FOLLOWS:
S12 BARS - 450mm LAP.
3. ALL REINFORCEMENT SHALL BE SUITABLY LAPPED, SPLICED AND ANCHORED AT INTERSECTIONS IN
COVER
ACCORDANCE WITH THE DETAILS AND THE RELEVANT CODES.
200
RW2 FOOTING 4. REINFORCEMENT TO THE BASE, WALLS AND BENCHES ETC. SHOULD BE SUITABLY SUPPORTED BY BAR CHAIRS
65
S12-200 BOTH 100mm LAYER AT APPROXIMATELY 1.0m CENTRES.
COVER
HARDWOOD H5 TIMBER WAYS TOP AND 20mm GRAVEL 5. REINFORCEMENT TIE WIRES SHALL BE BENT BACK BEHIND THE FACE OF THE BARS.
2-S12 EXTRA EACHWAY
PILES TO PILING BOTTOM SF3 6. A MINIMUM CLEAR DISTANCE OF 50mm SHALL BE MAINTAINED BETWEEN PARALLEL BARS. NO MORE THAN TWO
65
( x 1000 LONG ) SF3
600
CONTRACTORS BARS SHALL BE PLACED TOGETHER. LAPS SHALL BE STAGGERED.
SPECIFICATIONS. HYDROSTATIC VALVE 7. EMBEDMENT OF PIPES, CONDUITS AND FITTINGS SHALL COMPLY WITH CLAUSE 10 OF A.S.2783.
25 TONNE S.W.L. HARDWOOD H5 TIMBER
20mm GRAVEL
POOL SIZE AND SHAPE NOTES
PILES TO PILING 1. THE MAXIMUM OVERALL SIZE OF THE POOL SHALL NOT EXCEED DIMENSIONS SHOWN ON PLAN.
CONTRACTORS HARDWOOD H5 TIMBER
2. THE DETAILS SHOWN ON THIS DRAWING APPLY GENERALLY TO UNIFORM POOLS. UNUSUAL POOL SHAPES OR
POOL LONGITUDINAL SECTION SPECIFICATIONS.
600 x (600) PILES TO PILING
CONTRACTORS
SIZES MAY REQUIRE INDIVIDUAL DESIGN BY THE ENGINEER.
NOT TO SCALE 25 TONNE S.W.L. 3. THE LONGITUDINAL SECTION SHOWN IS FOR A CONVENTIONAL POOL PROFILE. THE POSITION OF THE DEEP
SPECIFICATIONS.
ADDITIONAL NOTES : 25 TONNE S.W.L.
END MAY BE VARIED PROVIDED THE CONSTRUCTION IS ADJUSTED TO COMPLY WITH THE DESIGN CRITERIA
ALL REINFORCEMENT BARS TO BE CLASS 'S' GRADE SHOWN ON THE DRAWING.
1. THE CONTRACTOR IS TO CONFIRM WITH THE LOCAL AUTHORITY
250 - YIELD STRESS 250 MPa IN ACCORDANCE WITH 4. THE WALL AND COVING REINFORCEMENT DETAILS ARE APPLICABLE TO THE WALL HEIGHT SHOWN.
THE LOCATION OF ALL UNDERGROUND DRAINAGE AND SERVICES
AS 4671 AND AS 3600. TYPICAL U.N.O. ADDITIONAL WATER DEPTH MAY BE ACHIEVED BY SLOPING THE BASE AWAY FROM THE WALL AS SHOWN IN THE
PRIOR TO COMMENCING CONSTRUCTION.
DETAIL.
2. ELECTRICALLY EARTH REINFORCING CAGE TO COUNCIL BY-LAW.
5. THE RADIUS OF THE COVING SHALL VARY UNIFORMLY BETWEEN THE SHALLOW AND DEEP END. MINIMUM
3. REFER TO POOL BUILDERS SPECIFICATION FOR PUMP AND
COVING RADIUS SHALL BE 300mm
FILTRATION EQUIPMENT AND DETAILS OF FILTRATION PIPEWORK.
6.WHERE THE POOL REINFORCEMENT DOES NOT FOLLOW THE COVING PROFILE, THE ALTERNATIVE COVING
4. POOL CLEARANCE 1500 MIN.TO FRONT AND SIDE BOUNDARY
DETAIL SHALL APPLY.
AND 1500 MIN. TO ANY EASEMENT. REFER TO CLIENT FOR POOL
SETOUT. FOUNDATION NOTES
N16-400 STARTERS. COG 300 5. POOL FENCING IS TO COMPLY WITH AS1926-1986 1. ALL TOPSOIL AND UPPER STRATA CONTAINING ORGANIC MATTER SHALL BE REMOVED TO EXPOSE SOUND
INTO SF3, LAP 600 WITH 6. BACKWASH DISCHARGE TO KERB OR SEWER GULLY PIT AS NATURAL GROUND OR CONTROLLED AND CERTIFIED ENGINEERED FILL.
VERTICAL WALL BARS. REQUIRED BY THE COUNCIL INSPECTOR. 2. A 100mm THICK LAYER OF 20mm GRAVEL SHALL BE PLACED UNDER THE POOL BASE.
3. THIS STANDARD POOL DESIGN IS NOT SUITABLE:
JOINT. FOR DETAIL REFER S05. COG
JOINT. FOR DETAIL REFER S05. COG 4 N16 BARS TOP AND BOTTOM. (I) WHERE THE POOL IS NOT SUPPORTED BY UNDISTURBED SOUND NATURAL GROUND.
200 N12-400 VERTICAL BARS 450 INTO
N12-400 VERTICAL BARS 450 INTO R12-300 LIGS. (II) FOR CONSTRUCTION IN EXPANSIVE CLAY SOILS.
200 GROUND FLOOR SLAB. TYPICAL.
GROUND FLOOR SLAB. TYPICAL. (III) WHERE THE QUALITY OF THE FOUNDATION MATERIAL VARIES SIGNIFICANTLY OVER THE BASE OF THE
T.W.L. POOL.
T.W.L. 4. THE DESIGN REQUIRES THAT THE LOWER SECTION OF THE POOL WALLS, THE POOL SEATS, BENCHES, STAIRS
AND BEACHES ETC. SHALL BE SUPPORTED BY THE SAME (OR SIMILAR) QUALITY OF SOUND NATURAL GROUND OR
CONTROLLED AND CERTIFIED ENGINEERED FILL WHICH SUPPORTS THE BASE OF THE POOL.
S12-200 SCABBLE** 5. THE MINIMUM BEARING CAPACITY OF THE SUPPORTING GROUND SHALL BE 100 kPa.
450
HORIZONTAL. 6. WHERE THE CONDITIONS REFERRED TO IN (3.) OCCUR OR WHERE THE REQUIREMENTS OF (4.) AND (5.) CANNOT
BE MAINTAINED THE POOL WILL REQUIRE INDIVIDUAL DESIGN BY THE ENGINEER.
S12-200 HORIZONTAL D.P.M. TYPICAL D.P.M. TYPICAL COVER TO REINFORCEMENT NOTES
85 (ALL STEPS)
1. UNLESS SHOWN OTHERWISE THE REINFORCEMENT SHALL BE PLACED CENTRALLY IN THE POOL WALL AND
COVER SF3 BACKFILL BASE WITH A MINIMUM COVER OF 65mm (MIN) TO BOTH THE WATER AND EARTH FACES.
S12-300 600 2. REINFORCEMENT SHALL BE ACCURATELY BENT AROUND CURVATURES IN THE POOL PROFILE AS SHOWN ON
BACKFILL THE DRAWINGS, SO THAT:
REFER TO NOTES (I) THE MINIMUM COVING SIZE SHOWN ON THE DRAWINGS IS MAINTAINED AND THE REINFORCEMENT
SHEETS FOR AROUND THE COVING IS BENT TO MAINTAIN THE SPECIFIED COVER.
BLOCKWORK (II) OTHER BENDS TO BE MADE AROUND A Ø60mm PIN.
REINFORCEMENT 3. REINFORCEMENT LAYERS MAY BE REVERSED TO THOSE SHOWN ON THE DRAWINGS PROVIDED THE MINIMUM
HARDWOOD H5 TIMBER DETAILS. SPECIFIED COVERS ARE MAINTAINED.
PILES TO PILING SALT WATER OPERATION NOTES
CONTRACTORS N16-400 STARTERS.
COG 300 INTO SF3, 1. IF SALT WATER OPERATION IS PROPOSED THEN :
SPECIFICATIONS.
LAP 600 WITH (I) THE FIGURES REFERRED TO IN ( PARENTHESIS ) SHALL GOVERN THE MAXIMUM WATER DEPTH.
25 TONNE S.W.L.
VERTICAL WALL (II) PARTICULAR CARE SHALL BE EXERCISED TO ENSURE PROPER COMPACTION OF CONCRETE COVERING
BARS. THE REINFORCEMENT AND THE MAINTENANCE OF THE MINIMUM COVER REQUIREMENTS.
SCABBLE**
POOL WALL NOTES
SCABBLE** 1. HORIZONTAL REINFORCING TO POOL WALLS SHALL BE AS FOLLOWS :
SF3 (I) S12 AT 150 FOR EXPOSED WALLS (I.E. WALLS ABOVE FINISHED GROUND LEVEL)
STRIP FOOTING SF3 (II) S12 AT 200 FOR WALLS NOT EXPOSED.
1:40 UNREDUCED AT A3 MISCELLANEOUS NOTES
1:20 UNREDUCED AT A1 1. THE DESIGN REQUIRES THAT GROUND WATER PRESSURE TO POOL WALLS AND FLOOR SLAB BE RELIEVED BY
THE INSTALLATION OF A HYDROSTATIC VALVE WITH THE MAIN DRAIN. REGULAR CHECKS OF THE VALVE SHOULD
BE MADE TO ENSURE ITS PROPER OPERATION.
SF3 RW2 FOOTING 2. SURFACE WATER SHOULD BE DIRECTED AWAY FROM THE POOL.
3. OWNER TO ENSURE POOL REMAINS FULL IN THE EVENT OF FLOODING OR GENERAL RISE IN THE WATER TABLE
HARDWOOD H5 TIMBER
LEVEL. 4. THE POOL SHALL ONLY BE EMPTIED IN AN APPROVED MANNER UNDER PROPERLY CONTROLLED
PILES TO PILING
CONDITIONS.
CONTRACTORS FINISHED
SPECIFICATIONS. GROUND
25 TONNE S.W.L. HARDWOOD H5 TIMBER 600
PILES TO PILING
CONTRACTORS
4-N12 (3 COPING + 1 WALL)
SPECIFICATIONS.
25 TONNE S.W.L.
POOL CROSS-SECTION 3-N12 (LAP 450 WITH COPING BARS)
1:40 UNREDUCED AT A3
NE 3-N12
LI 1:20 UNREDUCED AT A1
STEP DETAIL 40
°
40° 0.84
1:40 UNREDUCED AT A3
1:20 UNREDUCED AT A1 1.0 2-N12 EXTRA 2-N12
NOTE: NO PART OF POOL
STRUCTURE IS TO ENCROACH 2-N12
BEYOND A 40° LINE FROM EXTRA
N12-200 1-N12
FOOTING
N12-300 LAP 450
POOL ZONE OF INFLUENCE 2-N12 3-N12
NOT TO SCALE
SKIMMER BOX DETAILS
SKIMMER BOX IS TO BE AN APPROVED PRE-FABRICATED ASSEMBLY MEETING AUSTRALIAN SAFETY
STANDARDS, TO BE INSTALLED BY POOL CONSTRUCTOR PRIOR TO THE CONNECTION OF THE PUMP.
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to A VENESS H GRAY
copyright in accordance with the P & R TAYLOR Designed Verified
PROPOSED NEW RESIDENCE POOL DETAILS AS SHOWN A1
agreement between Tod
Consulting pty ltd (tc) and tc's
client. This drawing shall only be
S PRYSTUPA H GRAY 13-15 HILTON ESPLANADE TEWANTIN Drawing Number
D 15.06.21 REVISED TO SUIT ARCH CHANGES AV
used for this specific project.
C 10.03.21 REVISED TO SUIT ARCH CHANGES AV
Approved
S PRYSTUPA
RPEQ No
1137
RDP 19630-S06
This drawing shall not be used
Noosa: 07 5449 9600 LOCAL AUTHORITY NOOSA
B 4.03.21 ISSUED FOR TENDER AV Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
Signed Date MCU APPROVAL HORIZ DATUM 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566
A 11.02.21 PRELIMINARY ISSUE AV
'issued for construction' in the
revision description. Rev Date Revision Description Drawn
[email protected] www.todconsulting.com
ABN 39 128 805 336
15.06.21
ROL APPROVAL
OPW APPROVAL
VERT DATUM
RL MEASUREMENT BAR - INCREMENTS IN mm
6 of 12 D
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