Ground Floor

1000

CONTIGUOUS BORED PIERRETAINING WALL TO ENG.DESIGN

REINFORCEMENT CAGE 6/N16 10mmROUND BARSWITH 40mm CONCRETE COVER

600mmX 50D DRAINAGESWALE DRAIN

100mm SHOTCRETE LAGGING

150mm BASEMENT PAVEMENT

ISOLATION VIBRATION(ELASTROMERIC BEARINGS)

150,000LTR UNDERGROUND CONCRETEWATER TANK RAFT FOUNDATION

500mm ROUND CONCRETE CLOUMN

20mm MAIN BARS

COLUMN STARTER BARS

300X400 CONCRETE BEAM

250mm BONDEK TO MAN.SPECS

N20 BARS @ 300mm CTRS

150mm CONCRETELOADBEARING WALLS

150mm CONCRETE GROUNDFLOOR PAVEMENT

200mm STRUCTURAL BLOCKWORKWITH MANHOLES

32013-A01A

52013-A01A

Ground Floor

1000

Basement

-2000

BOU

ND

ARY

500dia. CONTIGUOUS CONC. PILE TO BOUNDARY100mm SHOT CRETE TO FACE REFER TO STRUCTURALENG. DRWGS AND DTLS. PROVIDE APPROVEDWATERPROOFING TO SELECTED EXTERNAL WALLSBELOW FINISHED GROUND IN ACCORDANCE WITHSELECTED MANUF'S SPECFICATIONS

500dia BORE PILE WITH 6N20(40 COVER) R10-250 HELICAL TIESANCHORED AS PER STRUCTURAL ENG. SPECS

SHOTCRETE WALL WITH CONNECTION PINSTO PILES N12 - 600 x 300 LONG

100mm THICK RC WALL WITH SL82CENTRALLY

SPOON DRAIN

PROVIDE N16 CONNECTION BARS900 LONG 500 INTO PILE

PROVIDE N12 - 400 L SHAPEDCONNECTION BARS

ISOLATION VIBRATION REFER TOMANUF' SPECS AND DEATILS

Basement

-2000

BOU

ND

ARY

BOU

ND

ARY

1220

500dia CONTIGUOUS BORED PILE WITH6N20 (40 COVER) R10-250 HELICAL TIESANCHORED AS PER STRUCTURAL ENG. SPECS

150,000LTR REINFORCED UNDERGROUNDCONCRETE WATER TANK RAFT FOOTINGSUPPORTING SUPER STRUCTURE

200mm STRUCTURALBLOCKWORK

MANHOLES IN BLOCKWORKFOR WATERTANK MAINTENANCE

GATIC CIRCULAR COVER UNITIN ACC. TO MANUF'SPECS

100mm SHOT CRETE WALLWITH CONNECTION PINSTO PILE N12-600 x 300 LONG 100mm THICK RC WALL

WITH SL82 CENTRALY

BASEMENT RAMP

WATER STOPPERS TOENGINEERS SPECIFICATIONAND DETAILS

COLUMN REINFORCEMENT BARSINTO WATERTANK FOOTING TO STRUCTURALENGINEERS SPECIFICATIONS AND DETAILSWATERTANK FOOTING

500dia COLUMN

REINFORCEMENT BARS TO ENGINEERS SPECIFICATIONSAND DETAILS

REINFORCMENT CAGE

Ground Floor

1000

Basement

-2000

1 2 3 4 5

82013-A01A

EARTH500dia CONTIGUOUS CONC. BORE PILERETAINING WALL TO ENG.DESIGN

REINFORCMENT CAGE 6/N1610mm ROUND BARS WITH40mm CONCRETE COVER

ISOLATION VIBRATION BEARINGSCONNECTION TO MANUF' SPECS

BOND BEAM 500 x 600 WITH 3N12 TOPAND BOTTOM. PROVIDE N12 - 300CLOSED TIES

150mm CONCETELOADBEARING WALLS.TIE DOWN BOLTANCHORED TO PAVEMENT

1m ABOVE GROUND BASEMENTFOR NATURAL VENTILATION WITHTIMBER CLADDING

150mm CONCRETE PAVEMENT. SLAB MESHTO STRUCTURAL ENGINEERS DRAWINGS AND DETAILS

NGL

Ground Floor

1000

Basement

-2000

BOND BEAM 500 x 600 WITH3N12 TOP AND BOTTOM.PROVIDE N12-300 CLOSED TIES

1000

REINFORCED INTERNALLOAD BEARING WALL

150mm REINFORCED CONC.BASEMENT PAVEMENT INACCORDANCE WITH MANUF'SPECIFICATIONS

ISOLATIONVIBRATION BEARINGS

500dia. CONTIGUOUS CONC. PILE TO BOUNDARY100mm SHOT CRETE TO FACE REFER TOSTRUCTURAL ENG. DRWGS AND DETAILS.PROVIDE APPROVED TANKING AND WATERPROOFING TO SELECTED EXTERNAL WALLSBELOW FINISHED GROUND IN ACCORDANCEWITH SELECTED MANUF'SPECIFICATIONS

GROUND LEVEL 150mm REINFORCED CONC. PAVEMENTIN ACCORDANCE WITH MANUF' SPECIFICATIONS

EARTH

Checked by

Drawn by

Date

Project phaseADDRESS:

CLIENT:

ADVANCED DIPLOMAOF BUILDING DESIGNJOSHUA ICHIM - I201206260JESS DUFFY - D200911049HELEN MAISANO - M201108758

18/0

9/20

13 1

:52:

13 P

M

FOOTING DESIGN

A01

STUDENTACCOMMODATION

ROARK DEVELOPMENTPTY LTD

19 . 09. 13

HELEN MAISANO

JESS DUFFY-JOSH ICHIM

2013-A01A69 YOUNG STREET,FRANKSTON

1 : 100

FOOTING SYSTEM SECTION2

1 : 50

TYP. BASEMENT CONTIGUOUS PILE DETAIL3

1 : 100

WATER TANK SECTION4

1 : 10

WATER TANK TO COLUMN DETAIL5 1 : 100

NATURAL VENTILATION SECTION6

1 : 50

NATURAL VENTILATION DETAIL8

No. Description Date

TYPICAL VIBRATION ISOLATION UNIT

1

6

9

8

2 3 4 5

2

2013-A01A

500dia. CONTIGUOUS CONC. PILE100mmSHOT CRETE TO FACE REFERTO STRUCTURALENG. DRWGS AND DTLS.

500dia. BORE PILE WITH 6N20(40 COVER) R10-250 HELICAL TIESANCHORED AS PER STRUCTURALENG. SPECS

BOND BEAM 400 x 500 WITH3N12 TOP AND BOTTOM. PROVIDEN12-300 CLOSED TIES

500dia STRUCTURALCONCRETE COLUMN

200mmSTRUCTURALBLOCKWORKWITH MANHOLES

150,000 ltr CONCRETE UNDERGROUND WATER TANKRAFT FOUNDATION WITH SLAB MESH IN BOTTOM FACEREFER TO STRUCTURAL ENG. SPECS AND DTLS.

GATIC CIRCULARCONCRETECOVER UNIT IN ACC.TOMANUF' SPECS ANDDETAILS

6

2013-A01A

-

---

GATIC FLOOR WASTE AND CONNECT TOS/WATER SYSTEM IN ACCORDANCE WITHCML ENGINEERS DRAWINGS AND DETAILSTO THE SATISFACTION OF THE LOCALAUTHORITIES

600mm x 50d SWALE DRAIN WITH GRATEIN ACCORDANCE TO MANUF' SPECIFICATION

150dia PERFORATED PIPE IN ACCORDANCEWITH ENGINEERS SPECS AND DETAILS

600 x 600 DRAINAGE PIT

WATER TANK TO INCLUDE WATER PROOFINGADMIXTURE (XYPEX OR SIMILAR) ACC. TOMANUF' SPECIFICATIONS AND DETAILS

1:200 FALL

1:200 FALL

BASEMENT RAMP

DOWN

1:200 FALL

1:200 FALL

500Dia CONTINUOUS CONC.BORED PIER, REINFORCED WITHREINFORCEMENT CAGE 6/N1610mm ROUND BARSWITH 40mm CONCRETE COVER

100 SHOTCRETE LAGGINGFACADE OVER BORED PIERRETAINING WALL WITH SL82CENTRALLY

WATERPROOFINGTO ENG.SPECIFICATIONS

COMPACTEDSAND FILLBETWEEN PIERS

Checked by

Drawn by

Date

Project phaseADDRESS:

CLIENT:

ADVANCED DIPLOMAOF BUILDING DESIGNJOSHUA ICHIM - I201206260JESS DUFFY - D200911049HELEN MAISANO - M201108758

18/0

9/20

13 1

:52:

33 P

M

FOOTING DESIGN

A01

STUDENTACCOMMODATION

ROARK DEVELOPMENTPTY LTD

19 . 09. 13

HELEN MAISANO

JESS DUFFY-JOSH ICHIM

2013-A01B69 YOUNG STREET,FRANKSTON

1 : 100

FOOTING STRUCTURAL PLAN1

1 : 50

RETAINING STRUCTURE DETAIL2

STRUCTURAL ANALYTICS3

WATER TANK4

WATER TANK 25

CONTIGUOUS PILES6

500 dia CONTIGUOUS BORE PILE TOBOUNDARY WITH (40 COVER) R10-250HELICAL TIES ANCHORED AS PERSTRUCTURAL ENG.SPECS

150,000 ltr REINFORCEDWATER TANK RAFT FOOTING WITH 500mmBASE SUPPORTING SUPER STRUCTURE

500dia CONCRETE COLUMNINTO WATER TANK

300 x 400 CONCRETETRANSFER BEAM

LIFT SHAFT WITH TRANSFER BEAM

CONTIGUOUS BORE PILE7

BASEMENT RAMP

GROUND FLOOR

BASEMENT RAMP

BASEMENT PAVEMENT AND LIDTO WATER TANK

INTERNAL BLOCKWORK WITHINSPECTION HOLES FOR MAINTENANCE

CONTIGUOUS BORED PILES WITHREINFORCEMENT CAGE TO STRUCTURALENGINEERS SPECIFICATIONS AND DETAILS

No. Description Date

NATURAL VENTILATION

PRODUCED BY AN AUTODESK STUDENT PRODUCT