final structural

1

6

7

8

2 3 4 5

2

S01

500dia. CONTIGUOUS CONC. PILE 100mmSHOT CRETE TO FACE REFER TO STRUCTURALENG. DRWGS AND DTLS.

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

BOND BEAM 400 x 500 WITH3N12 TOP AND BOTTOM. PROVIDE N12-300CLOSED TIES

500dia REINFORCED STRUCTURALCONCRETE COLUMN

200mm STRUCTURALBLOCKWORKWITH MANHOLES

150,000 ltr CONCRETE UNDERGROUND WATER TANKRAFT FOUNDATION WITH SLAB MESH IN BOTTOM FACEREFER TO STRUCTURAL ENG. SPECS AND DTLS. PROVIDEWATER PROOFING ADMIXTURE (XYPEX OR SIMILAR) ACC.TO MANUF' SPECIFICATIONS AND DETAILS

GATIC CIRCULAR CONCRETECOVER UNIT IN ACC.TO MANUF' SPECSAND DETAILS

5

S01

GATIC FLOOR WASTE AND CONNECT TO S/WATERSYSTEM IN ACCORDANCE WITH CML ENGINEERSDRAWINGS AND DETAILS TO THE SATISFACTIONOF THE LOCAL AUTHORITIES

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

1:200 FALL

1:200 FALL

BASEMENT RAMP

DOWN

1:200 FALL

1:200 FALL

SITE BOUNDARY

SITE

BOUN

DARY

SITE

BOUN

DARY

SITE BOUNDARY

C1 C2 C3

C4 C5 C6

SPOON DRAIN

SFL GROUND1000

SFL BASEMENT-2300

CONTIGUOUS BORED PIERRETAINING WALL TO ENG.DESIGN

REINFORCEMENT CAGE 6/N16 10mmROUND BARS WITH 40mm CONCRETECOVER

600mmX 50D DRAINAGESWALE DRAIN

100mm SHOTCRETE

150mm BASEMENT PAVEMENT

ISOLATION VIBRATION(ELASTROMERIC BEARINGS)

150,000LTR UNDERGROUND CONCRETEWATER TANK RAFT FOUNDATION

500mm ROUND CONCRETE COLUMN

20mm MAIN BARS

COLUMN STARTER BARS

300X400 CONCRETE BEAM

250mm BONDEK TO MAN.SPECS

N20 BARS @ 300mm CTRS

150mm REINFORCED CONCRETELOADBEARING WALLS

150mm CONCRETE GROUNDFLOOR PAVEMENT

200mm STRUCTURAL BLOCKWORKWITH MANHOLES

4S01

7S01

NGLNGL SFL BASEMENT

-2300

6 97 8

BOUN

DARY

BOUN

DARY

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 STRUCTURAL BLOCKWORK

MANHOLES IN BLOCKWORKFOR WATERTANK MAINTENANCE

GATIC CIRCULARCOVER UNIT IN ACC.TO MANUF'SPECS

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

WITH SL82 CENTRALLY

BASEMENT RAMP

WATER STOPPERS TOENGINEERS SPECIFICATION ANDDETAILS

1

S02

COLUMN REINFORCEMENT BARSINTO WATERTANK FOOTING TO STRUCTURALENGINEERS SPECIFICATIONS AND DETAILSWATER TANK FOOTING

500dia COLUMN

REINFORCEMENT BARS TO ENGINEERS SPECIFICATIONSAND DETAILS

REINFORCEMENT CAGE

SFL GROUND1000

BASEMENT CEILINGPLAN

-2000

6S01

EARTH500dia CONTIGUOUS CONC. BORE PILERETAINING WALL TO ENG.DESIGN

REINFORCEMENT 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 CONCRETELOADBEARING WALLS.TIE DOWN BOLTANCHORED TO PAVEMENT

1m ABOVE GROUND BASEMENTFOR NATURAL VENTILATION WITH TIMBERCLADDING

150mm CONCRETE PAVEMENT. SLAB MESH TOSTRUCTURAL ENGINEERS DRAWINGS AND DETAILS

NGL

SFL GROUND1000

SFL BASEMENT-2300

2

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

1000

REINFORCED INTERNALLOAD BEARING WALL

150mm REINFORCED CONC. BASEMENT PAVEMENTIN ACCORDANCE WITH MANUF' SPECIFICATIONS

ISOLATIONVIBRATION BEARINGS

500dia. CONTIGUOUS CONC. PILE TO BOUNDARY100mm SHOT CRETE TO FACE REFER TOSTRUCTURAL ENG. DRWGS AND DETAILS. PROVIDEAPPROVED TANKING AND WATER PROOFING TOSELECTED EXTERNAL WALLS BELOW FINISHEDGROUND IN ACCORDANCE WITH SELECTEDMANUF'SPECIFICATIONS

GROUND LEVEL 150mm REINFORCED CONC. PAVEMENT INACCORDANCE WITH MANUF' SPECIFICATIONS

EARTH

SFL GROUND1000

SFL BASEMENT-2300

1

500dia. CONTIGUOUS CONC. PILE TO BOUNDARY 100mm SHOT CRETE TOFACE REFER TO STRUCTURAL ENG. DRWGS AND DTLS. PROVIDEAPPROVED WATERPROOFING TO SELECTED EXTERNAL WALLS BELOWFINISHED GROUND IN ACCORDANCE WITH SELECTED MANUF'SSPECIFICATIONS

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 TO MANUF' SPECSAND DETAILS

NGL

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Drawn by

Date

Project phaseADDRESS:

CLIENT:

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

SCALE

20/1

1/20

13 2

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28 P

M

As indicated

FOOTING LAYOUT

A01

STUDENTACCOMMODATION

ROARK DEVELOPMENTPTY LTD

19 . 09. 13

HELEN MAISANO

JI/JD

S0169 YOUNG STREET,FRANKSTON

1 : 100S01

FOOTING STRUCTURAL PLAN1

1 : 100S01

FOOTING SYSTEM SECTION2

1 : 100S01

WATER TANK SECTION3

1 : 20S01

WATER TANK TO COLUMN DETAIL4

1 : 100S01

CONTIGUOUS PILE SECTION5

1 : 50S01

NATURAL VENTILATION DETAIL6

1 : 50S01

TYP. CONTIGUOUS PILE DETAIL7

No. Description Date

SFL GROUND1000

SFL LEVEL 14150

SFL LEVEL 27300

SFL LEVEL 310450

SFL LEVEL 413600

SFL BASEMENT-2300

1

SFL GREEN ROOF17100

2 3 4 5

600

3000

600

3000

600

3000

LIFT S

HAFT

SERV

ICE S

HAFT

LIFT S

HAFT

LIFT S

HAFT

FOYER/RECEPTION ENTRANCELIFT/LOBBY

PASSAGE PASSAGE

PASSAGE

PASSAGE

PASSAGE

PASSAGE

PASSAGE

PASSAGE

BASEMENT CARPARKBASEMENT CARPARK

POWER GENERATORHYDRAULIC LIFT

COMMON

350 dia. CONTIGUOUS CONC. PILE TOBOUNDARY 100mm SHOT CRETE TO FACE REFERTO STRUCTURAL ENG. DRWGS AND DETAILS.PROVIDE APPROVED TANKING AND WATERPROOFING TO SELECTED EXTERNALWALLS BELOW FINISHED GROUND IN ACC. WITHSELECTED MANUF' SPECIFICATIONS

GERB ISOLATION VIBRATIONBEARINGS CONNECTIONS TOMANUFACTURERS SPECIFICATIONS.

500dia. ROUND REINFORCED CONCRETECOLUNM TO WATERTANK. PROVIDE APPROVEDTANKING/WATERPROOFING REFER TO ENGINEERSSPECIFICATIONS AND DRAWINGS

150,000 LTR REIFORCED CONCRETE WATERTANK RAFTFOUNDATION WITH SLAB MESH IN BOTTOM FACE REFER TOSTRUCTURAL ENGINEERS SPECS. AND DETAILS.

REINFORCED CONCRTE FLOOR SLAB AT GRADETO BASEMENT CARPARK. REFER TO STRUCTURAL ENG.DRAWRINGS AND DETAILS TYP. PROVIDE 0.2mmWATERPROOF MEMBRANE ON 50mm COMPACTED SAND BED

SUSPENDED REINFORCED CONCRETE FLOOR SLABAND BEAM TO GROUND FLOOR AREAS. THREADEDTIE BAR SCREWED INTO CAST IN FURRRULES PRIORTO CASTING FLOOR REFER TO STRUCTURAL/CIVILENGINEERS DRAWINGS AND DETAILS TYP. PROVIDE50mm SET DOWN TO WET AREAS/75mm SET DOWNTO BALCONY AREAS

100mm SHOT CRETE TO FACEIN ACC. TO MANUFACTURERS SPECIFICATIONS

300x400 REINFORCED CONCRETE TRANSFER BEAMREFER TO STRUCTURAL ENG. DRAWINGS AND SPECIFICATIONS

RONDO SUSPENED CEILING SYSTEM OR SIMILAR WITH16mm FYRCHEK FIRE RATED PLASTERBOARD FRL30/30/30 FOR FLUSH PLASTER FINISH AND SELECTEDPAINT FINISH OVER. REFER TO SELECTEDMANUF'SPECIFICATIONS AND DETAILS

SUSPENDED REINFORCED CONCRETE FLOOR SLAB AND BEAM.THREADED TIE BAR SCREWED INTO CAST IN FURRULLES PRIORTO CASTING FLOOR REFER TO STRUCTURAL ENGINEERS DAWINGSDETAILS TYP. PROVIDE 50mm SET DOWN TO WET AREAS/75mmSET DOWN TO BALCONY AREAS.

150mm REINFORCED PRECASTCONCRETE TILT UP WALL PANEL INACCORDANCE TO MANUFACTURERSSPECIFICATION AND DETAILS. FRL90/90/90. PAINT AND FINISHES WHEREAPPLICABLE

8.38mm VIRIDIAN VLAM TOUGHENED GRADE A&B SAFETYGLASS PANELS WITH GUARDRAIL CONTINUOUSBALASTRADE TO BE OF TOUGHENED AND LAMINATEDGLASS OR SIMILAR IN ACCORDANCE TO MANUFACTURERSPECIFICATIONS AND DETAILS

REINFORCED CONCRETE PARAPET WALL @1800mm HEIGHTWITH 400mm W x 160mm D BOX GUTTER @ 1:200 FALL TO150dia DOWNPIPES. CONNECT TO STORM WATER SYSTEM ASPER ENG. DETAILS TO THE SATISFACTION OF LOCALAUTHORITIES. ( LYSAGHT TRIMDEK COLORBOND STEELCAPPING AND FLASHING TO TOP OF ALL PARAPET WALLS INACC. TO MANUFACTURERS SPECIFICATIONS.

8mm FIRELITE PLUS LAMINATED PREMIUM GRADECERAMIC GLASS CURTAIN WALL OR SIMILAR. TO BEFIRE RATED AND IMPACT SAFETY RATED WITH HOLLOWMETAL STEEL FRAME IN ACC.TO SELECTED MANUF' SPECIFICATIONSAND DETAILS. PROVIDE DRENCHING SYSTEM TYPE B CONSTRUCTION

OPERABLE ALUMINIUM HORIZONTAL LOUVERS BOUNDED TO75mm SHS COLUMNS @ 1600mm c/c WATERPROOFING/TANKING IN ACCORDANCE TO ENG. SPECS AND DETAILS

20mm VIRIDIAN TRAFFICAL LOW E TRIANGULAR GLASSROOF PANELS @ 10 DEGREE PITCH. WATERPROOFING ANDTANKING TO ENG. SPECIFICATIONS AND DRAWINGS

135mm X 32mm BLACKBUTT HARDWOODTIMBER DECKING @ 2 DEGREES SLOPE.WATERPROOFING AND TANKING TOENGINEERS SPECIFICATIONS AND DETAILS.

350mm LIVE GREEN ROOF.WATERPROOFING AND TANKING INACCORDANCE TO ENGINEERSPECIFICATIONS AND DRAWINGS

4mm ALPOLIC FACADE CLADDINGFLOATING PANELS. FIXING ANDCONNECTION DETAILS INACCORANCE WITH MANUFACTURESPECISIFCATIONS

COLORBOND KLIP LOCK SHEET AT 2 DEGREEmin. ROOF PITCH. 150dia DOWNPIPES.CONNECT TO STORM WATER SYSTEM AS PERENG. DETAILS TO THE SATISFACTION OFLOCAL AUTHORITIES. ( LYSAGHT TRIMDEKCOLORBOND STEEL CAPPING AND FLASHING)

1200 x 2100 SELF CLOSING FIRERATED DOOR. MUST HAVE AN FRLNOT LESS THAN -/120/30 TO ENGINEERSSPECIFICATION AND DETAILS

'FIRE ISOLATED STAIR SHAFT' 150mm TILTUP PRECAST CONCRETE PANEL WALLS FRLNOT LESS THAN 120/120/120. PROVIDE ACRF OF NOT LESS THAN 2.2 TO ALL FLOORCOVERING AND FINISHES IN ACCORDANCETO ENGINEERS SPECIFICATION & DETAILS

'SERVICE SHAFT' 150mm TILT UPPRECAST CONCRETE PANEL WALLSFRL NOT LESS THAN -/90/90 NONLOADBEARING. PROVIDE SERVICEPANELS FRL NOT LESS THAN -/90/90IN ACCORDANCE TO ENGINEERSSPECIFICATIONS AND DETAILS

'LIFT SHAFT'150mm TILT UPPRECAST CONCRETE PANEL WALLS.FRL NOT LESS THAN 60/60/60 PROVIDESUSTAINABLE AIR FLOW TO TOP OF LIFT INACCORDANCE TO ENGINEERSSPECIFICATION AND DETAILS. .

'HYDRAULIC LIFT SHAFT' 2000mm W x 2400mm DSHAFT WITH 1150mm D OVERRIDE PIT. HARMELHYDROLIC LIFT OR SIMILAR 1100mm W x 2100MM L x2200mm H REFER TO SELECTED MANUFACTURERSSPECIFICATION AND DETAILS

'POWER GENERATOR' 150mm TILT UP PRECAST PANEL WALLS.FRL NOT LESS THAN 120/120/120. PROVIDE SELF CLOSINGFIRE DOOR FRL NOT LESS THAN /120/30 REFER TO ENGINEERSSPECIFICATION AND DETAILS

200mm STRUCTURAL BLOCKWORK WITH MANHOLES.WATERPROOFING AND TANKING TO ENGINEERSSPECIFICATIONS AND DRAWINGS

600 x 50d DRAINAGE SWALE DRAIN.CONNECT TO PIT AND GATIC FLOOR WASTE.DISCHARGE AND CONNECTION TO STORMWATER ASPER ENGINEERS DETAILS TO THE SATISFACTIONOF LOCAL AUTHORITIES

ALL BOUNDING DOORS TO CORRIDOR/PASSAGE WAY TO BE FIRE RATED FRL -/60/30 TOENGINEERS SPECIFICATIONS AND DETAILS

PIT UNDERGROUND WATER TANK UNDERGROUND WATER TANK

8mm FIRELITE PLUS LAMINATED PREMIUM GRADECERAMIC GLASS CURTAIN WALL OR SIMILAR. TO BEFIRE RATED AND IMPACT SAFETY RATED WITH HOLLOWMETAL STEEL FRAME IN ACC.TO SELECTED MANUF' SPECIFICATIONSAND DETAILS. PROVIDE DRENCHING SYSTEM TYPE B CONSTRUCTION

REINFORCED CONCRETE STAIR AND LANDINGSIN ACCORDANCE WITH STRUCTURAL ENGINEERSPECIFICATIONS AND DETAILS

'CORRIDOR BOUNDING WALLS'REINFORCED CONCRETE PRECAST WALLS TO BE LINEDWITH 16mm FYRCHEK FIRE RATED PLASTERBOARD TO BOTHSIDE OF WALL FRL 30/30/30. TO ENGINEERSSPECIFICATIONS AND DETAILS

600

3000

600

3000

SFL ROOF16750

5S05

SERV

ICE S

HAFT

SERV

ICE S

HAFT

U101D

U106U105U104U103U102

U202 U203 U204 U205 U206

U306U305U304U303U302

U402 U403 U404 U405 U406U401

U301

U201

U101

LAUNDRY

FIRE ISOLATED STAIRS



250mm x 150mm CONCRETE BUND. WITHFIXED STEEL PLATE TO ENGINEERSDRAWINGS AND DETAILS.

8mm FIRELITE PLUS LAMINATED PREMIUM GRADECERAMIC GLASS CURTAIN WALL OR SIMILAR TO BEFIRE RATED AND IMPACT SAFETY RATED WITH HOLLOWMETAL STEEL FRAME IN ACC.TO SELECTED MANUF'SPECIFICATIONS

129

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1 : 50

NORTH - SOUTH SECTION

A01



19 . 09. 13

HELEN MAISANO

JI/JD


1 : 50S02

NORTH-SOUTH SECTION1No. Description Date

SFL GROUND1000

SFL LEVEL 14150

SFL LEVEL 27300

SFL LEVEL 310450

SFL LEVEL 413600

SFL BASEMENT-2300

69

SFL GREEN ROOF17100

78

2400

600

600

2400

600

2400

600

2400

600

2400

UNIT

UNIT

UNIT

UNIT

UNIT

UNIT

UNIT

UNIT

DIS'UNIT

PASSAGE PASSAGE

PASSAGE PASSAGE

PASSAGE PASSAGE

PASSAGE PASSAGE

CLEAN/STORE PASSAGE PASSAGE

CARPARK RAMP BASEMENT CARPARK

UNDERGROUND WATERTANK

BALCONY

BALCONY

BALCONY

BALCONY

BALCONY

BALCONY

BALCONY

BALCONY

150,000 LTR REIFORCED CONCRETE WATERTANK RAFTFOUNDATION WITH SLAB MESH IN BOTTOM FACE REFER TOSTRUCTURAL ENGINEERS SPECS. AND DETAILS.

ISOLATION VIBRATIONBEARINGS CONNECTIONSTO MANUFACTURERSSPECIFICATIONS.

EARTH

350 dia. CONTIGUOUS CONC. PILE TO BOUNDARY100mm SHOT CRETE TO FACE REFER TO STRUCTURALENG. DRWGS AND DETAILS. PROVIDE APPROVEDTANKING AND WATER PROOFING TO SELECTEDEXTERNAL WALLS BELOW FINISHED GROUND IN ACC.WITH SELECTED MANUF'SPECIFICATIONS

500dia. ROUND REINFORCED CONCRETECOLUNM TO WATERTANK. PROVIDE APPROVEDTANKING/WATERPROOFING IN ACC. TO ENGINEERSSPECIFICATION AND DETAILS

REINFORCED CONCRTE FLOOR SLAB AT GRADETO BASEMENTCARPARK. REFER TO STRUCTURAL ENG.DRAWRINGS AND DETAILS TYP. PROVIDE PROVIDE 0.2mmWATERPROOF MEMBRANE ON 50mm COMPACTED SAND BED

REINFORCED CONCRETE RAMP REFERTO STRUCTURAL ENG. DRWGS ANDSPECIFICATION DETAILS

SUSPENDED REINFORCED CONCRETE FLOOR SLABAND BEAM TO GROUND FLOOR AREAS. THREADEDTIE BAR SCREWED INTO CAST IN FURRRULES PRIORTO CASTING FLOOR REFER TO STRUCTURAL/CIVILENGINEERS DRAWINGS AND DETAILS TYP. PROVIDE50mm SET DOWN TO WET AREAS/75mm SET DOWNTO BALCONY AREAS

100mm SHOT CRETE LAGGING TO FACEIN ACC. TO MANUFACTURERS SPECIFICATIONS

300x400 REINFORCED CONCRETE TRANSFER BEAMREFER TO STRUCTURAL ENG. DRAWINGS AND SPECIFICATIONS

SELECTED CERAMIC FLOOR TILES TO ALL EXTERNALBALCONIES ON GRADED MORTOR BED & APPROVEDWATERPROOFING MEMBRANE. WATERPROOFING LAID INACC. WITH MANUF'SPECIFICATIONS. FALL TO GATICWASTE OUTLET AND CONNECT TO STORMWATER SYSTEMAS PER CML ENGINEERS DRAWINGS & DETAILS TO THESATISFACTION OF THE LOCAL AUTHORITIES TYP.

150mm REINFORCED CONCRETE WALL PANELLINED WITH PLASTERBOARD. TO WET AREAS LINEWALLS WITH VILLABOARD/WATERPROOFINGPLASTER BOARD FOR STOPPED UP FINISH.PROVIDE PAINT FINISH AS APLLICABLE.

150mm REINFORCED CONCRETE BALCONYBALASTRADE @ 1200mm HEIGHT PROVIDE TOENG. SPECIFICATIONS & DRAWINGS PAINT &FINISH AS APPLICABLE.

16-17 PASSANGER LIFT WITH CENTRE PARTING DOORSTHROUGH CAR CONATINED WITHIN IN CONCRETE SHAFTFRL 120/120/120. PROVIDE FIRELITE PLUS FIRE RATEDPREMIUM CERAMIC GLASS DOOR IN ACC. TO MANUF'SPECIFICATIONS AND DETAILS

8mm FIRELITE PLUS LAMINATED PREMIUM GRADECERAMIC GLASS CURTAIN WALL OR SIMILAR TO BEFIRE RATED AND IMPACT SAFETY RATED WITH HOLLOWMETAL STEEL FRAME IN ACC.TO SELECTED MANUF'SPECIFICATIONS

OPERABLE ALUMINIUM HORIZONTAL LOUVERS .WATERPROOFING/TANKING IN ACCORDANCE TO ENG.SPECS AND DETAILS

REINFORCED CONCRETE PARAPET WALL @1800mm HEIGHTWITH 400mm W x 160mm D BOX GUTTER @ 1:200 FALL TO150dia DOWNPIPES. CONNECT TO STORM WATER SYSTEMAS PER ENG. DETAILS TO THE SATISFACTION OF LOCALAUTHORITIES. ( LYSAGHT TRIMDEK COLORBOND STEELCAPPING AND FLASHING TO TOP OF ALL PARAPET WALLS INACC. TO MANUFACTURERS SPECIFICATIONS.

20mm VIRIDIAN TRAFFICAL LOWE TRIANGULAR GLASS ROOFPANELS @ 10 DEGREE PITCH.WATERPROOFING AND TANKINGTO ENG. SPECIFICATIONS ANDDRAWINGS

350mm LIVE GREEN ROOF. WATERPROOFINGAND TANKING IN ACCORDANCE TO ENGINEERSPECIFICATIONSAND DRAWINGS

4mm ALPOLIC FACADE CLADDING FLOATINGPANELS. FIXING AND CONNECTION DETAILSIN ACCORANCE WITH MANUFACTURESPECISIFCATIONS

VIRIDIAN GRADE A SAFETY GLASSPANELS WITH GUARDRAILCONTINUOUS BALASTRADE TO BE OFTOUGHENED GLASS OR SIMILAR INACCORDANCE TO MANUFACTURERSPECIFICATIONS AND DETAILS

SUSPENDED REINFORCED CONCRETE FLOOR SLAB AND BEAM.THREADED TIE BAR SCREWED INTO CAST IN FURRULLES PRIORTO CASTING FLOOR REFER TO STRUCTURAL ENGINEERS DAWINGSDETAILS TYP. PROVIDE 50mm SET DOWN TO WET AREAS/75mmSET DOWN TO BALCONY AREAS.

135mm X 32mm BLACKBUTTHARDWOOD TIMBER DECKING @ 2DEGREES SLOPE. WATERPROOFINGAND TANKING TO ENGINEERSSPECIFICATIONS AND DETAILS.

RONDO SUSPENED CEILING SYSTEM OR SIMILAR WITH16mm FYRCHEK FIRE RATED PLASTERBOARD FRL30/30/30 FOR FLUSH PLASTER FINISH AND SELECTEDPAINT FINISH OVER. REFER TO SELECTEDMANUF'SPECIFICATIONS AND DETAILS

'CORRIDOR BOUNDING WALLS'REINFORCED CONCRETE PRECAST WALLS TO BE LINEDWITH 16mm FYRCHEK FIRE RATED PLASTERBOARD TO BOTHSIDE OF WALL FRL 30/30/30. TO ENGINEERSSPECIFICATIONS AND DETAILS

ALL NON LOADBEARING WALL TO BE RONDOQUITE WALL STEEL STUD SYSTEM AT 600max CTSnom. WITH 16mm GYPROCK FYRCHEK PLASTERBOARDAND 6mm CEMI SEAL WALLBOARD ON BOTH SIDE.PROVIDE TSB4/ASB4 POLYESTER BATTS FRL 60/60/60

SFL ROOF16750

1S06

250mm x 150mm CONCRETE BUND. WITHFIXED STEEL PLATE TO ENGINEERSDRAWINGS AND DETAILS.

135mm x 32mm BLACKBUTT HORIXONTALHARDWOOD TIMBER RETAINING WALL

8.38mm VIRIDIAN VLAM TOUGHENED GRADE A&B SAFETYGLASS PANELS WITH GUARDRAIL CONTINUOUSBALASTRADE TO BE OF TOUGHENED AND LAMINATEDGLASS OR SIMILAR IN ACCORDANCE TO MANUFACTURERSPECIFICATIONS AND DETAILS

1200

1200

1200

1200

----S051

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1/20

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30 P

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1 : 50

EAST - WEST SECTION

A01



19 . 09. 13

HELEN MAISANO

JI/JD


1 : 50S03

EAST-WEST SECTION1No. Description Date

DN

7

1.2.

3.4.

5.6.

7.8.

9.

17.18.

19.20.

21.22.

23.24

25.26.

34.35.

36.37.

38.39.

40.41.

42.43.

51.52.

53.54.

55.56.

57.58.

59.

60.

68.69.

70.71.

72.73.

74.75.

76.77.

85.

17R A

T 185

.2mm

3150

17R A

T 185

.2mm

3150

17R A

T 185

.2mm

3150

17R A

T 185

.2mm

3150

17R A

T 185

.2mm

3150

SFL

SFL

SFL

SFL

SFL

REINFORCED CONCRETE STAIRAND LANDING TO STRUCTURALENGINNEERS DRAWING ANDDETAILS

POWDER COATED HANDRAIL/BALUSTRADETO STAIR AND LANDINGS 1000min. ABOVEFINISHED FLOOR LEVEL. 850min ABOVENOSE TREAD

7

1.2.

3.4.

5.6.

7.8.

9.

17.18.

19.20.

21.22.

23.24

25.26.

34.35.

36.37.

38.39.

40.41.

42.43.

51.52.

53.54.

55.56.

57.58.

59.60.

61.

68.69.

70.71.

72.73.

74.75.

76.77.

85.

RISE

185

RISE

185

RISE

185

RISE

185

RISE

185

1000

1000

1000

1000

1000

1000

GOING291

GOING291

GOING291

GOING291

GOING291

7

1

S04

UP

2460

4960

1230

1200 1200

1740

1280

1100 1100

5

S04

1.2.3.4.5.6.7.

8.9.10.11.12.13.14.15.16.

REINFORCED CONCRETE STAIR ANDLANDINGS TO STRUCTURAL ENGINEERSDRAWINGS AND DETAILS

1.2.3.4.5.6.7.8.9.

18.19.20.21.22.23.2425.26.34.

35.36.37.38.39.40.41.42.43.51.

52.53.54.55.56.57.58.59.60.68.

69.70.71.72.73.74.75.76.77.85.

185

185

185

185

185

LANDING

LANDING

LANDING

LANDING

LANDING

185

185

185

185

185

3 4 5

TACTILE INDICATORS,

NGL

TURN HANDRAIL THROUGHA TOTAL OF 180 DEGREES ORRETURN FULLY TO END POSTOR WALL FACE

EXTENDED HANDRAIL 300min300

1:14 max GRADIENT7500

LANDING1200

1:14 max GRADIENT7500

1200min LANDING2120

TRANSITION TRANSITION

1000

1:20WALKWAY MAXIMUM

150

3 4 5

1040

LANDING1200

1:14 GRADIENT max7500

LANDING1200

1:14 GRADIENT max7500

1200mm MIN LANDING2120

KERB16200

1:20MAXIMUM WALKWAY GRADIENT

UP

HANDRAIL

TACTILE INDICATORS

UP

170

190

360

370

540

50

100

WIDTH OF WALKWAY/OPENING

7

85.PRECAST LANDING UNIT

FINISH BY MAIN CONTRACTOR

min. 10mm CONSTRUCTION GAP

MILD STEEL ANGLE FIXED TO STAIRFLIGHT

REINFORCEMENT WITH 25mmCOVER AND BARS IN ACCORDANCE TODETAILS SPECIFICTAIONS

GOING

288

RISE

185

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STAIR SECTION AND DETAIL

A01



19 . 09. 13

HELEN MAISANO

JI/JD


1 : 50S04

STAIR SECTION1

1 : 50S04

STAIR WITH RAILS3

1 : 50S04

GRND FLR STAIR PLAN4

1 : 50S04

STAIR SECTION 25

1 : 50S04

RAMP SECTION6

1 : 50S04

RAMP PLAN7

RAMPS SHALL COMPLY WITH THE FOLLOWING:(A) THE MAXIMUM GRADIENT OF A RAMP EXCEEDING 1900 MM IN LENGTHSHALL B1 IN 14.

(B) THE GRADIENT OF A RAMP SHALL BE CONSTANT THROUGHOUT ITS LENGTHWITH A MAXIMUM ALLOWABLE TOLERANCE OF 3% PROVIDED NO SECTION OFTHE RAMP IS STEEPER THAN 1 IN 14.

(C) RAMPS SHALL BE PROVIDED WITH LANDINGS, AS SPECIFIED IN AT THEBOTTOM AND AT THE TOP OF THE RAMP AND AT INTERVALS NOT EXCEEDINGTHE FOLLOWING:

(I) FOR RAMP GRADIENTS OF 1 IN 14, AT INTERVALS NOT GREATER THAN 9 M.(II) FOR RAMP GRADIENTS STEEPER THAN 1 IN 20, AT INTERVALS NOTGREATER THAN 15 M.(III) FOR RAMP GRADIENTS BETWEEN 1 IN 14 AND STEEPER THAN 1 IN 20, ATINTERVALS THAT SHALL BE OBTAINED BY LINEAR INTERPOLATION.

(D) WHERE RAMPS ARE CONSTRUCTED WITH A CHANGE IN DIRECTION, THEANGLE OF APPROACH SHALL CREATE A 90° ANGLE TO THE LINE OF TRANSITIONBETWEEN THE RAMPSURFACE AND THE LANDING SURFACE.

(E) WHERE THE INTERSECTION IS AT THE PROPERTY BOUNDARY, THE RAMPSHALL BE SET BACKBY A MINIMUM OF 900 MM SO THAT THE HANDRAIL AND TGSIS DO NOTPROTRUDE INTO THE TRANSVERSE PATH.

TGSIS SHALL BE INSTALLED IN ACCORDANCE WITH AS 1428.4.1.

(F) WHERE THE INTERSECTION IS AT AN INTERNAL CORRIDOR, THE RAMPSHALL BE SET BACK BY A MINIMUM OF 400 MM SO THAT THE HANDRAIL DOESNOT PROTRUDE INTO THE TRANSVERSE PATH OF TRAVEL.

(G) THE HANDRAIL SHALL EXTEND A MINIMUM OF 300 MM HORIZONTALLYPAST THE TRANSITION POINT AT THE TOP AND BOTTOM OF THE RAMP EXCEPTWHERE THE INNER HANDRAIL IS CONTINUOUS AT AN INTERMEDIATELANDING.

1 : 10S04

TACTILE INDICATOR DETAIL8

BALUSTRADINGBALUSTRADING WITHIN THE FIRE ISOLATED STAIRWELL TO BECONSTRUCTED OF STEEL RAILINGS SPACED 450MM APART,EXTENDING UP 850MM FROM THE NOSING OF THE STAIRS, ANDBEGINNING AT 120MM VERTICALLY FROM THE NOSING OF THESTAIRS.

HANDRAILSHANDRAILS SERVICING FIRE ISOLATED STAIRWELLS TO BECONNECTED TO THE TOPS OF BALUSTRADING, PROVIDING A TOTALHEIGHT OF 900MM TO THE HANDRAIL/BALUSTRADE APPARATUS.HANDRAILS TO BE ELLIPTICAL IN SHAPE, WITH A VERTICAL CROSSSECTION OF 30MM AND A HORIZONTAL CROSS SECTION OF 50MM INACCORDANCE WITH CLAUSE 12 OF AS1428.1

BOTH ENDS OF THE HANDRAILS TO TURN 180 DEGREES TOWARDS THEGROUND, WITH 50MM CONSISTENT CLEARANCE FROM THESUPPORTING WALL IN ACCORDANCE WITH CLAUSE 12 OF AS 1428.1

TACTILE INDICATORSTACTILE INDICATORS WILL BE PROVIDED 400MM FROM EVERYCHANGE OF SURFACE AND CHANGE OF SLOPE THROUGHOUT THEBASEMENT, GROUND FLOOR AND EXTERNAL AREA’S OF THE BUILDINGIN ACCORDANCE WITH SECTION 9 OF AS1428.1.

FIRE ISOLATED STAIRSFIRE ISOLATED STAIRS ARE TO BE OF REINFORCED PRECASTCONCRETE, SUPPORTED BY THE WALLS OF THE SHAFT IN ACCORDANCEWITH D2.2 OF THE NCC 2012.‐

EACH NOSING WITHIN THE FIS TO BE PROVIDED FOR ITS ENTIREWIDTH A 50MM SLIP RESISTANT CONTRASTING LUMINANCE STRIP(BLACK IN COLOR), SET BACK 10MM FROM THE EXTREMITY OF THENOSING IN ACCORDANCE WITH CLAUSE 11.1 OF AS1428.1. NOSINGSTO BE ROUNDED AT THEIR EXTREMITY FOR A RADIUS OF 5MMBALUSTRADING AND HANDRAILS SERVICING FIS TO BE CONSTRUCTEDOF STEEL. NO SERVICES (OTHER THAN THOSE USED BY THE FIREBRIGADE) OR STORAGE TO BE LOCATED WITHIN THE FIRE ISOLATEDSTAIRWELLS IN ACCORDANCE WITH CLAUSE D2.7 OF THE NCC 2012‐

EXTERNAL STAIRS AND RAMPSEXTERNAL STAIRS AND RAMPS PROVIDING ACCESS TO THE BUILDINGTO BE CONSTRUCTED OF CAST IN SITU CONCRETE. NOSINGS TO BEROUNDED AT THEIR EXTREMITY FOR A RADIUS OF 5MM

1 : 20S04

STAIR SECTION CONSTRUCTION9


GENERAL NOTES

9

SFL GREEN ROOF17100

8

SFL ROOF16750

2S05

GREEN ROOF PLANTS (min 90%SOIL COVERAGE)

COURSE SAND AND ORGANICCONTENT TO ENGINEERS SPECIFICATIONS.MOISTURE PORTALLITE MODULEDRAIN OUTLET OPENINGSPOLYPROPYLENE SLIPSHEET 40mm minWATERPROOFING MEMBRANEINSULATIONINSULATION ADHESIVE

WATERPROOFING MEMBRANE

REINFORCED 1800mm HIGH CONCRETE PARAPET WALL PROVIDELYSAGHT TRIMDEK COLORBOND STEEL CAPPING AND FLASHING TOTOP OF ALL PARAPET WALLS IN ACC. TO MANUFACTURERSSPECIFICATIONS.

400mm W x 160mm D BOX GUTTER WITH GRAVEL EDGING @ 1:200 FALL TO150dia DOWNPIPES. CONNECT TO STORM WATER SYSTEM AS PER ENG.DETAILS TO THE SATISFACTION OF LOCAL AUTHORITIES.

OPERABLE ALUMINIUM HORIZONTAL LOUVERSBOUNDED TO 75mm x 75mm STEEL COLUMNS @1600mm c/c WATERPROOFING/TANKING INACCORDANCE TO ENG. SPECS AND DETAILS

20mm VIRIDIAN TRAFFICAL LOW E TRIANGULARGLASS ROOF PANELS @ 10 DEGREE PITCH.WATERPROOFING AND TANKING TO ENG.SPECIFICATIONS AND DRAWINGS

250mm x 150mm CONCRETE BUND. WITH FIXEDSTEEL PLATE TO ENGINEERS DRAWINGS AND DETAILS.

135mm X 32mm BLACKBUTT HARDWOOD TIMBERDECKING @ 2 DEGREES SLOPE. WATERPROOFINGAND TANKING TO ENGINEERS SPECIFICATIONS ANDDETAILS.

SUSPENDED REINFORCED CONCRETE ROOF SLAB AND BEAM.THREADED TIE BAR SCREWED INTO CAST IN FURRULLES REFER TOSTRUCTURAL ENGINEERS DAWINGSDETAILS TYP.

300mm X 400mm REINFORCEDCONCRETE TRANSFER BEAM TO ENGINEERSDRAWINGS AND DETAILS.

1:4 SLOP

SFL GREEN ROOF17100

8

SFL ROOF16750

150

75

30

250

STEEL PLATE WITHM16 BOLTS

300mm X 400mm REINFORCEDCONCRETE TRANSFER BEAM TO ENGINEERSDRAWINGS AND DETAILS.

INTERNAL LOAD BEARING WALL (TYPE C)

WEEPHOLES

135mm x 32mm BLACKBUTT HORIXONTAL HARDWOODTIMBER RETAINING WALL

135mm X 32mm BLACKBUTT HARDWOOD TIMBERDECKING @ 2 DEGREES SLOPE. WATERPROOFINGAND TANKING TO ENGINEERS SPECIFICATIONSAND DETAILS.


250mm x 150mm CONCRETE BUND WITH M16 BOLT CAGE FIXEDSTEEL PLATE TO ENGINEERS DRAWINGS AND DETAILS.

GREEN ROOF SYSTEM TO ENGINEERSDRAWINGS AND DETAILS

SLOPE @ 2 DEGREES TO SPOON DRAIN

60mm M.S HOT DIPGALV.STEEL PLATE

M16 BOLTS

75 x 75m X 8mm SHS

SLOPE @ 10 DEGREES

5000

5550

5

S05

20mm VIRIDIAN TRAFFICAL LOW ETRIANGULAR GLASS ROOF PANELS @ 10DEGREE PITCH. WATERPROOFING ANDTANKING TO ENG. SPECIFICATIONSAND DRAWINGS.

OPERABLE ALUMINIUM HORIZONTAL LOUVERS BOUNDEDTO 75mm x 75mm STEEL COLUMNS @ 1600mm c/cWATERPROOFING/TANKING IN ACCORDANCE TO ENG.SPECS AND DETAILS

75mm X 75mm STEEL COLUMNS

STEEL FRAME SYSTEM TO ENGINEERSDRAWINGS AND DETAILS

SFL GREEN ROOF17100

SFL ROOF16750

20mm VIRIDIAN TRAFFICAL LOW E TRIANGULARGLASS ROOF PANELS @ 10 DEGREE PITCH.WATERPROOFING AND TANKING TO ENG.SPECIFICATIONS AND DRAWINGS.

STEEL FRAME SYSTEM TO ENGINEERSDRAWINGS AND DETAILS


250mm x 150mm CONCRETE BUND. WITH FIXEDSTEEL PLATE TO ENGINEERS DRAWINGS AND DETAILS.

STEEL PLATE FIXED TO CONCRETE BUNDWITH M16 BOLT CAGE


75mm X 75mm x 8 mm SHS

135mm X 32mm BLACKBUTT HARDWOOD TIMBERDECKING @ 2 DEGREES SLOPE. WATERPROOFINGAND TANKING TO ENGINEERS SPECIFICATIONS ANDDETAILS.

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ROOF - WALL JUNCTIONDETAIL TYP.

A01



19 . 09. 13

HELEN MAISANO

JI/JD


1 : 20S05

ROOF TO WALL JUNCTION1

1 : 10S05

SECTION-ROOF WATER PROOFING2

1 : 2S05

PLAN -STEEL PLATE3

1 : 50S05

PLAN-GLASS ROOF PANELS4

1 : 20S05

SECTION - GLASS STEEL FRAMING5


9

150

CAST IN FERRULS WITHL' DOWEL BAR

REINFORCED PRECAST CONCRETEPANELTO MANUFACTURERS SPECIFICATIONAND DETAILS

4mm APOLIC SHEET

STEEL TRUSS SYSTEM

HOT DIP GALVANISEDSTEEL PLATE

WATER GUTTER ALUMINIUM EXTRUSIONALUMINIUM EXTRUSION

RIVET

TEK SCREW

44

1500

50mm X 50mm STEEL TRUSS SYSTEMPROVIDE BOLTED TEK SCEWS @ 2MSPACING

1200

BOLTED TEK SCREWS

150

38

EDGES TO BE CHAMFEREDOR ROUNDED 10mm min TOENGINEERS SPECIFICATIONAND DETAILS

21

25

RETURN

QUIRK MITERS

JOINT

NOTE: SIZES OF QUIRKS ANDRETURNS BASED ON JOINT WIDTHSIN ACCORDANCE WITH ENGINEERSSPECIFICATIONS AND DETAILS

PRECAST CONCRETETILT UP PANEL IN ACCORDANCEWITH ENGINEERS SPECIFICATIONSAND DETAILS

25

PROVIDE 25mm MINDRIP AT SOFFIT AND UNDERALL HORIZONTAL PROJECTIONS

100

400 x 100 x 12 HOT DIPGALVANISED STEEL PLATE TOENGINEERS DETAILS

2 x M16 HSLMECHANICAL ANCHORS

13

150

400

300

NOTE: JOINTS TO BE RECESSED WITH A REVEAL OR CHAMFER ANDTO BE LOCATED AT THE MAXIMIUM PANEL THICKNESS

SEALANT AND BACKER ROD

REINFORCEMENT TO ENGINEERSSPECIFICATIONS AND DRAWINGS

PROVIDE 13mm POLYSILFIDE SEALANTTO JOINT WIDTH WITH A min DEPTH OF 6mm

CENTREBULB PVC WATERSTOP

BACKER ROD

150 PRECAST CONCRETE TILT-UP PANEL IN

ACCORDANCE TO ENGINEERSSPECIFICATION AND DETAILS

13

6

8mm FIRELITE PLUS LAMINATED PREMIUM GRADECERAMIC GLASS CURTAIN WALL OR SIMILAR. TO BEFIRE RATED AND IMPACT SAFETY RATED WITH HOLLOWMETAL STEEL FRAME IN ACC.TO SELECTED MANUF'SPECIFICATIONS AND DETAILS. PROVIDE DRENCHINGSYSTEM (TYPE B CONSTRUCTION)

GLASS GLAZING

GLAZING TAPE SNAP COVER THERMAL ISOLATOR

NOTE: MULLION TO BE ANCHORED TO BUILDING STRUCTUREAND SPANDREL PANELS TO BE SUCURED WITH PRESSUREPLATES IN ACCORDANCE WITH ENGINEERS SPECIFICATIONAND DETAILS. PROVIDE 14.8mm THERMAL BREAK. FRAME TOBE FLUOROCARBON COATED.

NOTE: ALL WINDOWS SHALL BE COMPLIANT WITH AS2047, GLAZEDIN ACCORDANCE WITH AS1288 AND INSTALLED TO THEMANUFACTURERS RECOMMENDATIONS AND DETAILS. ALLSURFACE FINISHING SHALL BE IN ACCORDANCE WITH AS1231(ANODISING) AND/OR AS3715 (POWDER COATING).

9

SFL GREEN ROOF17100

SFL ROOF16750

WATERPROOFING MEMBRANE

REINFORCED 1800mm HIGH CONCRETE PARAPET WALL PROVIDELYSAGHT TRIMDEK COLORBOND STEEL CAPPING AND FLASHING TOTOP OF ALL PARAPET WALLS IN ACC. TO MANUFACTURERSSPECIFICATIONS.

400mm W x 160mm D BOX GUTTER WITH GRAVEL EDGING @ 1:200 FALL TO150dia DOWNPIPES. CONNECT TO STORM WATER SYSTEM AS PER ENG.DETAILS TO THE SATISFACTION OF LOCAL AUTHORITIES.

PLYWOOD BEHIND GREEN WALLL

STAINLESS STEEL TOP TRIM INTO TRIMMOUNTING ANGLE

TRIM MOUNTING ANGLE

IRRIGATION DRIP LINE

200mm x 90mm GREEN WALL PANEL

WATERPROOF MEMBRANE

METAL SCREWS


1:4 SLOP

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CLADDING & WALL DETAILS

A01



19 . 09. 13

HELEN MAISANO

JI/JD


1 : 5S06

APOLIC FACADE CLADDING TYP.1

1 : 20S06

SUSPENDED TRUSS DETAIL-PLAN2


1 : 5S06

TYP.PRECAST CORNER DETAIL4

1 : 5S06

TYP.PRECAST JOINTS5

1 : 5S06

TYP.WATER STOP- WORKING JOINT6

1 : 5S06

CURTAIN WALL AT MULLION7

1 : 20S06

VERTICAL GREEN WALL DETAIL8

DO NOT SCALE DRAWINGS. USE WRITTEN DIMENSIONS ONLY.

THE OWNER/BUILDER, SUB CONTRACTOR SHALL VERIFY ALL DIMENSIONS,LEVELS, SETBACKS & SPECIFICATIONS PRIOR TO COMMENCING ANY WORKSOR ORDERING MATERIALS AND SHALL BE RESPONSIBLE FOR ENSURING THATALL BUILIDNG WORKS CONFORM TO BUILDING CODE OF AUSTRALIA, AS CODES(CURRENT EDITIONS) BUILDING REGULATIONS, LOCAL BY LAW & TOWNPLANNING REQUIREMENTS. REPORT ALL DISCREPANCIES TO THIS OFFICEFOR CLARIFCATION.

BUILDER SHALL TAKE ALL STEPS NECESSARY TO ENSURE THE STABILITY OF NEWAND EXISTING STRUCTURES DURING ALL WORKS.

BUILDER TO ENSURE FOR THE GENERAL WATER TIGHTNESS OF ALL NEW ANDEXISTING WORKS.

1. THESE DRAWINGS SHALL BE READ IN CONJUCTION WITH ALLARCHITECTURAL AND OTHER CONSULTANTS DRAWINGS ANDSPECIFICATIONS AND WITH SUCH WRITTEN INSTRUCTION AS MAY BEISSUED DURING THE COURSE OF THE CONTRACT. ALL DESCREPANCIESSHALL BE REFERRED TO THE ARCHITECT FOR DECISION BEFOREPROCEDING WITH THE WORK.

2. ALL DIMENSIONS RELEVANT TO SETTING OUT AND OFF-SITE WORKSHALL BE VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION ANDFABRICATION IS COMMENCED. THE ENGINEER'S DRAWINGS SHALL NOTBE SCALED.

3. DURING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLEFOR MAINTAINING THE STRUCTURE IN AN STABLE CONDITION ANDENSURING NO PART SHALL BE OVERSTRESSED UNDER CONSTRUCTIONACTIVITIES.

4. WORKMANSHIP AND MATERIALS ARE TO BE IN ACCORDANCEWITH THE RELEVANT CURRENT NCC CODES AND AS STANDARDSINCLUDING ALL AMENDMENTS AND THE LOCAL AUTHORITIESEXCEPT WHERE VARIED BY THE CONTRACT DOCUMENTS.

5. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS STATEDOTHERWISE ALL LEVELS ARE EXPRESSED IN METERS.

6. THE STRUCTURAL WORK SHOWN ON THESE DRAWINGS HASBEEN DESIGNED FOR THE FOLLOWING LIVE LOADS

AREA LIVE LOAD kPaROOF .25 kPaFLOOR

PASSAGEWAYSBALCONIES

2 kPa

4 kPa4 kPa

CONCRETE STRUCTURES SHALL BE DESIGNED FOR ULTIMATE STRENGTHAND SERVICEABILITY LIMIT STATES IN ACCORDANCE WITH THE GENERALPRINCIPLES AND PROCEDURES FOR DESIGN AS SET OUT IN AS/NZS 1170.0AND THE SPECIFIC REQUIREMENTS OF CLAUSES 2.2 AND 2.3.

DESIGN CHECKS SHALL BE CARRIED OUT FOR ALL APPROPRIATE SERVICECONDITIONS TO ENSURE THE STRUCTURE WILL PERFORM IN A MANNERAPPROPRIATE FOR ITS INTENDED FUNCTION AND PURPOSE.

1. ALL REINFORCEMENT SHALL BE SUPPORTED IN IT'S CORRECTPOSITION, APPROVED BAR CHAIRS, SPACES OR SUPPORT BARS.

2. TWO LAYERS OF MALTHOID IS TO SEPERATE CONCRETE FROMSUPPORTING BRICKWORK OR BLOCKWORK.

3. CURING TO BE MOIST CURE FOR 14 DAYS.

4. POUR ONLY BETWEEN 5deg C AND 35deg C

5. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCEWITH AS 3600.

6. MINIMUM COVER (25mm) TO ALL REINFORCEMENT UNLESSOTHERWISE SHOWN.

7. SIZES OF CONCRETE ELEMENTS DO NOT INCLUDE SLAB THICKNESSOF APPLIED FINISH

8. BEAM DEPTHS ARE WRITTEN FIRST AND INCLUDE SLAB THICKNESS

9. NO HOLES, CHASES OR EMBEDMENT OF PIPES OTHER THAN THOSESHOWN ON THE STRUCTURAL DRAWINGS SHALL BE MADE IN CONCRETEMEMBERS WITHOUT PRIOR APPROVAL OF THE ENGINEER.

10. CONSTRUCTION JOINTS SHALL PROPERLY FORMED AND USED ONLYWHERE SHOWN OR SPECIFICALLY APPROVED BY THE ENGINEER.

7. IF YOU ARE IN DOUBT ASK

CONCRETE

STEELSTIFFINED RAFT SLAB AND FOOTINGS TO BE CONSTRUCTED IN ACCORDANCE WITH ENGINEERSSPECIFICATION AND DRAWINGS IN CONJUNCTION WITH ENGINEERS SOIL TEST REPORT.

ALL EARTHWORKS SHALL BE CARRIED OUT IN ACCORDANCE WITH THE CEMP REPORT.

SITE CLASSIFICATION:THE SITE IS CLASSIFIED IN ACCORDANCE WITH SECTION 2 FROM AS2870 1996 RESIDENTIALSLABS AND FOOTINGS – CONSTRUCTION.

SOIL CLASSIFICATION300MM TO 500MM OF GREY/ORANGE FILL (MIX OF SILTY SAND AND SILTY CLAY) OVERLYING500MM TO 600MM OF GREY SILTY SAND OVERLYINGORANGE/GREY/RED SILTY CLAY

CLASS M (MODERATELY REACTIVE SITE). IN ACCORDANCE WITH ENGINEERS SOIL TEST REPORT

EARTH WORKS

1. NO UNCONTROLLED FILL GREATER THAN 600MM FOR SAND AND 300MM FOR OTHERMATERIAL SHOULD BE PLACED. THE RELEVANT RESPONSIBLE GROUP GEOCORE SHOULD BENOTIFIED AND SITE TO BE REASSESSED AND REVIEWED AND AMENDED.

MOVEMENT OF SOIL

TREES FROM WITHIN OR AROUND THE BUILDING ENVELOPE SHOULD BE REMOVED AS SOON ASPOSSIBLE TO ALLOW THE TIME NEEDED FOR THE SUBSOILS TO REGAIN AND STABILISE ITSMOISTURE CONTENT.

LEVELS

DESIGN LEVELS SHOWN ARE ARBITRARY DATUM AND ARE TO BE USED AS A GUIDE ONLY.OWNER/BUILDER TO CHECK AND VERIFY ON SITE PRIORTO ANY WORK DONE.

ALL LEVELS ON DRAWINGS ARE NOMINAL AND MAY ADJUST DUE TO SITE CONDITIONS UP TO50MM EITHER WAY.

FOUNDATION

SOIL BEARING CAPACITY

COMPOSED OF SILTY SAND

CLASS M100KPA AT A DEPTH OF ABOUT 100MMINTO THE GROUND

THESE DRAWINGS TO BE READ IN CONJUCTION WITHSOIL REPORT.

SERVICESDRAINS, DOWNPIPES, GUTTERING AND SERVICE PIPING MUST BEINSTALLED AND MAINTAINED CAREFULLY TO ENSURE NO LEAKAGE ORBLOCKAGE OCCURES THAT WILL AFFECT THE FOOTONG SYSTEM.

STORM WATER DRAINS UNDER THE FOOTING SYSTEM ARE NOTPERMITTED AND IF SHOWN ON THE ARCHITECTURAL DRAWINGS AND/ORANY OTHERDOCUMENTATION THEY ARE TO BE AMENDED AND REDIRECTED AWAYFROM THE FOOTING.

VAPOUR BARRIERSVAPOUR BARRIES OR DAMP -PROOFING MEMBRANES ARE TO COMPLY ANDBE INSTALLED AS PER THE REQUIREMENTS OF AS 2870.

ADDITIONAL NOTES

STEEL REINFORCEMENT

ALL STRUCTURAL REINFORCEMENT SHALL COMPLY WITH AS 3850

REINFORCEMENT MUST COMPLY WITH AS 1302 FOR REINFORCEMENT BAR AND AS 1304FOR FABRIC REINFORCEMENT.

1.THE STEEL REINFORCEMENT FOR ALL CONCRETE WALL PANELS SHALL BE DESIGNED TORESIST HANDLING, INSTALLATION, AND IN-SERVICE LOADS TO CONTROL CRACKING ANDSHRINKAGE STRESSES.

2. INSERTS AND ASSOCIATED LIFTING DEVICES MUST COMPLY WITH AUSTRALIANSTANDARD AS 3850.

3. ALL STEEL UNLESS OTHERWISE NOTED TO BE GRADE 304-316 STAINLESS STEEL.

4. UNLESS OTHERWISE SPECIFIED ALL STEEL BE PAINTED ONE SHOP COAT OF APPROVEDZINC RICH PRIMER

EXPOSURE CONDITION CONCRETE STRENGTH (MPA) MIN. COVER TO REINFORCING STEEL3 (MM)

FULLY ENCLOSED INSIDE A BUILDING: 20 20INSIDE A BUILDING SUBJECTED TO REPEATED WETTING AND DRYING: 32 40

ABOVE GROUND IN EXTERIOR ENVIRONMENT

IN AN INDUSTRIAL ZONE: 32 40UP TO 1 KM FROM COASTLINE, BUT NOT IN ATIDAL OR SPRAY ZONE: 40 45IN CONTACT WITH GROUND 25 30

IN ACCORDANCE WITH AUSTRALIAN STANDARDS AS 3850 AND AS 3600STRUCTURAL ENGINEERS DRAWINGS AND DETAILS.

1. COMPLIANCE WITH THE MANUFACTURER’S SPECIFICATIONS FOR MINIMUM EDGEDISTANCES, DEPTH, CONCRETE STRENGTH AND ADDITIONAL REINFORCEMENT

2. INSTALLATION OF AN ADEQUATE NUMBER OF INSERTS, IN THE CORRECTLOCATIONS, TO ENSURE THE INSERTS ARE NOT OVERLOADED AND TO ENSURE THEPANEL IS SUSPENDED AS NEAR TO VERTICAL AS POSSIBLE.

3. THE MINIMUM CONCRETE STRENGTH TO BE 25MPa LIFTING INSERTS.

4. CONCRETE WALL PANELS SHALL BE:

NORMAL GRADE 32SLUMP OF 80 MMMAXIMUM AGGREGATE SIZE OF 20 MM

SHOP DRAWINGS

MUST BE AVAILABLE FOR EACH PANEL, AND CONFORM TO THE REQUIREMENTS OFAS 3850, INCLUDING CLEAR DETAILS OF REINFORCEMENT, TYPE AND LOCATION OFINSERTS, MASS, DIMENSIONS, CONCRETE STRENGTH, AND CONCRETE STRENGTH ATTIME OF LIFTING.

REINFORCEMENT

ENSURE THAT REINFORCEMENT BARS OF THE CORRECT SIZE AND LENGTH AREUSED, AND ARE IN ACCORDANCE WITH THE PANEL SHOP DRAWINGS.

ALL COVER AND LOCATION OF ALL REINFORCEMENT SHALL COMPLY WITH PANELSHOP DRAWINGS.

INSERTS AND FERRULES

1. ALL INSERTS SHOULD BE VISUALLY INSPECTED TO ENSURE THAT THE TYPES ANDSTRENGTHS ARE CORRECT AND IN ACCORDANCE WITH PANEL SHOP DRAWINGS.

2. SHEAR REINFORCEMENT SHALL BE CORRECTLY PLACED FOR EACH INSERT ANDCORRECTLY POSITIONED IN ACCORDANCE WITH PANEL SHOP DRAWINGS.

3. ONLY PROPRIETARY INSERTS AND FERRULES RATED FOR THE PARTICULARAPPLICATION SHOULD BE USED.

CONCRETE PANELS

1. CONCRETE PANELS TO COMPLY WITH DESIGN REQUIREMENTS AND WITH AS1379: THE SPECIFICATION AND MANUFACTURE OF CONCRETE.

2. CONCRETE SUPPLIER TO BE CERTIFIED IN ACCORDANCE WITHAS 1379

TILT-UP PRECAST PANELS

WALL TYPE A : EXTERNAL LOAD BEARING WALLS <1.5mm FROM FSF (150mmTILT-UP PRECAST CONCRETE WALLS) WITH A REQUIRED FRL OF 90/90/90

WALL TYPE B : INTERNAL LOAD BEARING WALLS - FIRE ISOLATED STAIRS AND LIFTSHAFT (150mm TILT-UP CONCRETE WALLS WITH A REQUIRED FRL OF 90/90/90

WALL TYPE C : INTERNAL LOAD BEARING WALLS - ALL EXCEPT THOSE SPECIFIEDABOVE (150mm TILT-UP CONCRETE WALLS) WITH A REQUIRED FRL OF 60/60/60

WALL TYPE D : INTERNAL NON-LOAD BEARING WALLS SEPARATING SOLEOCCUPANCY UNITS (92mm STEEL STUD + FYRCHECK 16mm ON EACH SIDE + 6mmCEMINSEAL WALLBOARD ON EACH SIDE WITH A REQUIRED FRL OF 90/90/90

WALL TYPE E : INTERNAL NON-LOAD BEARING BATHROOM WALLS ( COMMON70mm STEEL STUD WALLLS)

WALL LEGEND

A

B

C

D

E

350dia CONTIGUOUS CON.PILE TO BOUNDARY 100mm SHOT CRETE TO FACE REFERTO STRUCTURAL ENGINEERS DRAWINGS AND DETAILS. PROVIDE APPROVEDTANKING/EWATERPROOFING TO SELECTED EXTERNAL WALLS BELOW FINISHEDGROUND IN ACCORDANCE WITH SELECTED MANUF'SPECIFICATIONS

G

1. ALL EXTERNAL STRUCTURAL ELEMENTS WILL BE CONSTRUCTEDEITHER WHOLLY OF CONCRETE OR STEEL REINFORCED CONCRETE. NOEXTERNAL STRUCTURAL ELEMENTS ARE PERMITTED TO BECONSTRUCTED OF A COMBUSTIBLE MATERIAL IN ACCORDANCE WITHSPECIFICATION C1.1 4.1(B) OF THE NCC 2012‐ ‐

2. ALL INTERNAL STRUCTURAL ELEMENTS WILL BE CONSTRUCTED OFSTEEL REINFORCED CONCRETE. NON LOADBEARING INTERNAL WALLS‐WHICH SEPARATE SOLE OCCUPANCY UNITS (SOU’S) WILL BECONSTRUCTED OF CSR 046 FIRE RATED LIGHT WEIGHT WALLING.‐ ‐

3. WALLS WITHIN SOU’S WILL BE CONSTRUCTED OF CSR 606‐STANDARD LIGHT WEIGHT WALLING.‐

4. NO INTERNAL COMMON WALLS ARE TO BE PERMITTED TO BECONSTRUCTED OF COMBUSTIBLE MATERIAL IN ACCORDANCE WITHSPECIFICATION C1.1 4.1(B) OF THE NCC 2012 INTERNAL LIGHT‐ ‐ ‐WEIGHT WALLS TO BE TESTED IN ACCORDANCE WITH SPECIFICATIONC1.8 3.4 OF THE NCC 2012‐ ‐

5.ALL LIGHTWEIGHT WALLS WHICH ARE REQUIRED TO HAVE AN FRL(SEPARATING EVERY SECOND SOLE OCCUPANCY UNIT) MUST BETESTED IN ACCORDANCE WITH SPECIFICATION C1.8 3.4 OF THE‐NCC 2012.‐

6. ALL LIGHTWEIGHT WALLS SEPARATING SOLE OCCUPANCY UNITSMUST HAVE AN RW+CTR OF NOT LESS THAN 50 IN ACCORDANCE WITHCLAUSE F5.5 OF THE NCC 2012 FOR SOUND INSULATION RATING OF‐WALLS.

7. INTERNAL WALLS NOT REQUIRED TO HAVE AN FRL OR RW+CTRVALUE WILL BE 70MM STEEL STUD WALLS

FLOOR COVERINGS1. ALL FLOOR COVERINGS SERVICING FIRE ISOLATED EXITS AND LIFTCARS INCLUDING COATINGS AND FINISHES MUST HAVE A CRITICALRADIANT FLUX (CRF) OF NOT LESS THAN 2.2.

2. ALL OTHER FLOOR COVERINGS INCLUDING COATINGS ANDFINISHED MUST HAVE A CRF OF NOT LESS THAN 1.2 IN ACCORDANCEWITH SPECIFICATION C1.10 TABLE 2 FOR CLASS 2 BUILDINGS.‐

WALL COVERINGS1. ALL WALL COVERINGS, LININGS AND COATINGS WITHIN FIREISOLATED EXITS TO BE OF A MATERIAL WHICH FALLS UNDER THE‘GROUP 1’ CATEGORY IN ACCORDANCE WITH SPECIFICATION C1.10 4.‐

2. ALL WALL COVERINGS, LININGS AND COATINGS WITHIN THE LIFTCAR TO BE OF A MATERIAL WHICH FALLS UNDER THE ‘GROUP 1’ OR‘GROUP 2’ CATEGORIES IN ACCORDANCE WITH SPECIFICATIONC1.10 4.‐

3. ALL OTHER WALL COVERINGS, LININGS AND COATINGS TO BE OF AMATERIAL WHICH FALLS UNDER THE ‘GROUP 1’, ‘GROUP 2’ OR ‘GROUP3’ CATEGORIES IN ACCORDANCE WITH SPECIFICATION C1.10 4‐

WALLS

WALLS HAVE BEEN DESIGNED TO MEET THE DESIGN PRESSURE OF ULTIMATE 0.375Pa ANDSERVICEABILITY 0.25kPa. DEFLECTION HAS BEEN LIMITED TO HEIGHT/240 (BASED ON NCCSPECIFICATION C1.8- STRUCTURAL TESTS FOR LIGHTWIEGHT CONSTRUCTION.

1. QUIET STUD 92mm X 45mm X 0.55btm STEEL TOP & BOTTOM WALL TRACK NOMINALLY FIXED AT600mm CENTRE MAX. SPACINGS TO FLOOR AND CEILING WITHIN 100mm OF END OF TRACK SECTION.

2. STUDS TO BE A FRICTION FIT INSTALLATION TO TRACK SECTION AND ALLOW AN APPROX. 15mmEXPANSION GAP AT TOP OF FRAME (20mm WHERE A DEFLECTION HEAD DETAIL IS REQUIRED OR ASNOMINATED BT THE STRUCTURAL ENGINEER.

3. FIRST AND END STUDS TO BE FIXED TO TRACK SECTION WITH #8g METAL TEK SCREWS.

4. STUDS TO BE BOXED AROUND DOOR AND WINDOW OPENINGS .

5. NO NOGGINGS ARE REQUIRED. PLASTERBOARD TO BE LINED TO BOTH SIDES IN ACCORDANCE TOMANUFACTURERS SPECIFICATIONS AND DETAILS.

6. HEAVY WEIGHT FIXTURES ARE TO BE AVOIDED BEING ATTACHED TO STUD WALL FRAME AS TOMAINTAIN ACOUSTIC WALL SYSTEM.

LINING BOARDLINING BOARD TO BE INSTALLED AS PER THE REQUIREMENTS OF AS/NZS 2589.1:2007 GYPSUMLININGS IN RESIDENTIAL AND COMMERCIAL CONTRUCTION - APPLICATION AND FINISHINGS.

1. HIGH QUALITY ACOUSTIC INSULATION TO BE USED AND INSTALLED BETWEEN STUD ATNOMINATED CENTRES.

ACOUSTIC SEALANT AND CAULKING1. FIRE AND ACOUSTIC RATED SEALANT TO BE USED AT ALL PERIMETER GAPS AND ALL PENETRATIONS.

STEEL STUD FRAMING

QUITE STUD

RQST 92mm x 45mm x 0.55btm

WALL TRACK

250 92mm x 28mm x 0.50btm WITH HEM

DEFLECTION HEAD TRACK

499 92mm x 50mm x 0.70 btm DEFLECTIONHEAD TRACK

BUILDING CLASSCLASS A BUILDING CONTAINING TWO OR MORE SOLE - OCCUPANCY

UNITS EACH BEING A SEPERATE DWELLING

CONSTRUCTION TYPE: (B)

(2)

SOUND INSULATION PROVISIONS

CLASS WALLS SEPERATING Rw & Cw Rw DISCONTINUOUSCONSTRUCTION

2 HABITABLE ROOMS(OTHER THAN KITCHENS)OF ONE SOU FROMBATHROOM, LAUNDRY,KITCHEN ETC INANOTHER SOU

ROOMS BETWEENSOU'S OTHER THANABOVE

SOU'S FROM PUBLICCORRIDOR, STAIRWAY.

SOU'S FROM PLANT ROOMOR LIFT SHAFT

50

50

-

-

-

-

50

50

YES

NO

NO

YES

SOUND INSULATION PROVISIONS IN ACCORDANCE WITH NCCVOLUME ONE, PART F5.

PENETRATIONS THROUGH STRUCTURAL ELEMENTSLOCATION1. SERVICE PENETRATIONS THROUGH FIRE RATED BUILDING ELEMENTS FOR STEELPIPEWORK WILL BE LOCATED NOT LESS THAN 200MM FROM ANY OTHER PENETRATION INACCORDANCE WITH NCC 2012 SPECIFICATION C3.15 CLAUSE 3.‐

2. WHERE POSSIBLE, PENETRATIONS THROUGH STRUCTURAL ELEMENTS SHOULD BESPACED EVENLY AS TO ENSURE CONTINUAL STRUCTURAL ADEQUACY OF THE STRUCTURE.

3. WHERE A SERVICE PENETRATES A HOLLOW WALL, THE PENETRATION IS TO BE STEELFRAMED AND PACKED WITH CONCRETE FIRE STOPPER FOR A MINIMUM OF 25MM AROUNDTHE ENTIRE PENETRATION.

4. WHERE A SERVICE PENETRATES A SOLID WALL, THE PENETRATION MUST BE PROVIDEDWITH CONCRETE FIRE STOPPER AROUND THE PIPE TO ENSURE NO GAPS.

METAL PENETRATIONS1. FIRE STOPPERS PROTECTING STEEL PIPEWORK WILL BE CONCRETE COPPER PIPEWORKWILL BE A MINIMUM 1MM THICK IN ACCORDANCE WITH AS1432

2. ALL METAL PIPEWORK TO BE TESTED IN ACCORDANCE WITH SECTION 10 OF AS1530.4METAL PIPEWORK SERVICING THE HOT WATER WILL BE INSULATED, AND TESTED INACCORDANCE WITH AS1530.4.

3. FOR LAGGED PIPEWORK (CLAUSE 10.7) UNDER NO CIRCUMSTANCE SHOULD A SERVICEPENETRATION AFFECT THE FRL OF A STRUCTURAL ELEMENT. ALL METAL PIPEWORKPENETRATION TESTING TO BE CONDUCTED AND DOCUMENTED IN ACCORDANCE WITHAS4072.1 (CLAUSE 4.4) AND AS1530.1 (SECTION 10)

PVC U PENETRATIONS‐1.NO PVC SERVICE WILL PENETRATE A WALL LESS THAN 200MM FROM A METAL SERVICEOR A SERVICE FIRE STOPPERS PROTECTING PVC U PIPEWORK WILL BE CONCRETE.‐

2. ALL ELECTRICAL SERVICES TO BE CONSTITUTED OF COPPER CONDUCTORS WITHIN ALAGGED PVC U CONDUIT IN ACCORDANCE WITH CLAUSE 4.6 AND APPENDIX A OF‐AS4072.1, AND ARE TO BE INSTALLED IN ACCORDANCE WITHAS1530.4 APPENDIX D.

3.PVC U PIPEWORK SERVICING KITCHEN SINKS, LAUNDRY TROUGHS, WATER CLOSETS,‐BASINS, PLUMBING STACKS AND THE LIKE ARE TO BE TESTED IN ACCORDANCE WITHCLAUSE 10.11.5 OF AS1530.4 FOR FIRE RESISTANCE.

SERVICE PENETRATIONS

CONSTRUCTION DIMENSIONSTHE HARDSTAND WILL BE NOT LESS THAN 2.6 X 5.4 METERS TO PROVIDE ADEQUATE SPACEFOR FIRE BRIGADE PUMPING AND CONNECTION TO THE EXTERNAL FIRE HYDRANT ANDBOOSTER ASSEMBLY.

BUILDING MATERIAL1. THE HARDSTAND WILL BE CONSTRUCTED AS A FLAT SURFACE (NO MORE THAN 4 DEGREES)IN ACCORDANCE WITH THE MFB PUBLICATION GL 13 – 2003.‐

2. THE HARDSTAND WILL BE CONSTRUCTED OF 150MM CONCRETE PAVERS DESIGNED TOWITHSTAND AN EQUALLY DISTRIBUTED LOAD OF 7KPA TO ENSURE A STABLE FOOTING FORTHE PUMPING APPLIANCE IN ACCORDANCE WITH THE MFB PUBLICATION GL 13 – 2003.‐

HARD STAND

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GENERAL NOTES

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19 . 09. 13

HELEN MAISANO

JI/JD


Sheet ListSheet Number Sheet Name Drawn By Checked By Sheet Issue Date

S01 FOOTING LAYOUT HELEN MAISANO JI/JD 10/29/13S02 NORTH - SOUTH SECTION HELEN MAISANO JI/JD 10/29/13S03 EAST - WEST SECTION HELEN MAISANO JI/JD 10/29/13S05 ROOF - WALL JUNCTION DETAIL TYP. HELEN MAISANO JI/JD 10/29/13S04 STAIR SECTION AND DETAIL HELEN MAISANO JI/JD 10/29/13S06 CLADDING & WALL DETAILS HELEN MAISANO JI/JD 10/29/13


GENERAL NOTES

final structural

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