REINFORCED CONCRETE SWIMMING POOL GENERAL …

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Concrete Steps shown hatched ... REINFORCED CONCRETE SWIMMING POOL GENERAL ARRANGEMENT DRAWING d d i < D e s i g n > ... 5.3 OUT OF GROUND (EXPOSED) POOL …
REINFORCED CONCRETE SWIMMING POOL GENERAL ARRANGEMENT DRAWING

WirraWonga

TO BE READ IN CONJUNCTION WITH POOL PLAN 11-xxxx SHEET 2 See Detail 4.6

See Pool Plan

Nom

cover to pool side reinf .

Compliant Anti-vortex Covers not able to be removed without tools

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Pool penetration & suction pipes

REINF AT HRV :

Main Reinf

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4.8 SAFETY SUCTION DETAIL

See Pool Plan

Treads & Risers 300 Typ .

Optional Mass Concrete Steps shown hatched

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Refer to detail 4.2 for Long Steps where massed construction is not required.

NOTE: This drawing is has been engineer checked for applicabilility to the referenced pool plan only, and must not be used for other projects

DROPPERS: See Table 2



Into Floor



Into Wall



Note: Swimout Ledge may be positioned anywhere around pool perimeter

Skimmer Reinf :







Skimmer Throat

4.5 HRV REINF PLAN VIEW

WATER SIDE Cover to Horiz Bars

SECTION VIEW

FRONT VIEW

REINF AT SKIMMER:

PLAN VIEW

2. Cantilevered Ledge Details DropperCTS

4.6 EDGE BEAM DETAIL 300 WIDTH

NOTES: 1. Entire pool, spa, and swimout bases to be founded on solid natural ground 500 min below natural surface. Minimum Safe Bearing Capacity 100 KPa . 2. Design concrete compressive strength at 28 days to be 32 MPa U.N.O.. All reinf Grade 400 deformed bar, lap 450 min. Stagger alternate laps where possible.

HRV

Depth

4.4 MASSED STEP DETAIL

F

Squared outside right round Ensure all excavation corners are free of spoil prior to spray

S N

T.W.L.



T O

Form Bars:

R T

Reinforcement must be radius bent to suit cove. Do not square bend

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4.1 LONGITUDINAL SECTION

NOTE: Suction and covers to be compliant with AS 1926-3 2003 Section 5.

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HRV Sump under lowest point of floor.



dinside



MAIN REINF : See Table 1

500 Min

Shell Min. Thickness, MPa

Horiz/Longit CTS Vert/TransverseCTS

300 Max

100 Min

1. Pool Shell BaseReinf. Details

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Out of Ground Wall Refer to Detail 5.3 Sheet 5 for extra reinf .

Depth

Mid HRV

Deep End Depth

Shallow End Depth

Offset skimmer 1000 min. to main drain in Mid HRV pools

Alternative floor profiles

Screenings

Reinforcement

Nom

Freeboard 80 min, 100 typ

Flat Ends

Consulting Engineers

4.7 SKIMMER BLOCK DETAIL 4.2 TYPICAL CROSS SECTION AT HRV AND SWIMOUT LEDGE

Scale: 1:50 typ

Date: 02/2011

JN: 11-

DWG: GA11

Checked: *

Sheet: 4

NOTE: Skimmer to be compliant with AS 1926-3 2003 Section 4. WirraWongaP/L 2011

This drawing and any information set out hereon is the copyright property of WirraWonga Pty Ltd, and must not be loaned, modified, copied or used for any purpose other than that relating to the project for which it was prepared.

ADDITIONAL INFORMATION - FEATURE, RAISED & RETAINING WALL DETAILS

WirraWonga

TO BE READ IN CONJUNCTION WITH POOL PLAN 11-xxxx SHEET 2 & GENERAL ARRANGEMENT SHEET 4

BLOCK WALL: See Table 4 for Reinf

SPRAYED WALL REINF :

BLOCK WALL: See Table 3 for Reinf .

Max Shell Depth DROPPERS: See Table 4





Wall StarterCTS



Block WallVert CTS



Block WallHoriz CTS



S N

All retaining walls to be fully drained to level of pool coping See Drainage Notes

NOTE: Refer to attached specifications for masonry construction requirements and control joint spacings

F

Fixing Detail:

T O

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Block WallVert CTS



Block WallHoriz CTS





TIMBER DECKING: Design by others. May be supported onto Pool Shell. Treated Pine or Merbau typ .

Reinf :

Wall Reinf :

Cleats & Bolts:





4. Retaining WallReinf Details Wall StarterCTS



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Deck by others

Reinf :

DRAINAGE BEHIND SPRAYED WALL:

5.2 RETAINING WALL DETAIL

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5.1 FEATURE WALL FREE STANDING, ZONE N3

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SPRAYED WALL REINF :

DRAINAGE NOTES: Drainage behind masonry retaining walls



3. Feature Wall Details

WALL DESIGN PARAMETERS: Bulk Density of earth : kN/m3 Shear Angle : Cohesion C: kPa Hydrostatic load Surcharge Load: kPa

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Pool

Max Shell Depth



WALL STARTER BARS:



FULL MASONRY WALL









WALL STARTER BARS:

DROPPERS: See Table 3



Consulting Engineers

EJ to Joist



5.3 OUT OF GROUND (EXPOSED) POOL WALL DETAIL

NOTE: This drawing has been engineer checked for applicabilility to the referenced pool plan only, and must not be used for other projects WirraWongaP/L 2011

Ledger

Scale: NTS

ALTERNATIVE Date: 02/2011

JN: 11-

DWG: GA11

Checked: *

Sheet: 5

Support

5.4 POOL WALL & BEAM SUPPORTING DECKING LOADS This drawing and any information set out hereon is the copyright property of WirraWonga Pty Ltd, and must not be loaned, modified, copied or used for any purpose other than that relating to the project for which it was prepared.

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S N

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T O

F

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