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
