ABPL90118_T11-A by Wenlin Bai

285°

270°

N Optimum Optimum Orientation Optimum Orientation Orientation Optimum345° Orientation 345°

N 15° 345°

15°

345° 15°

15°

Compromise: 12.5° 12.5° Compromise: 12.5° Location: Melbourne, Location: AUS Location: Melbourne, Melbourne, AUSLocation: AUS Melbourne, AUS Compromise: 12.5°Compromise: Best Best 330°incident 330° 330° 255° Orientation based Orientation on average Orientation based dailyon based incident average on Orientation average daily daily based incident on330° average daily incident 30° 30° 30° 30° Worst Wors radiation on a vertical radiation surface. radiation on a vertical on a vertical surface. radiation surface. on a vertical surface. Underheated Stress: Underheated 802.2 Underheated Stress: 802.2 Stress:Underheated 802.2 Stress: 802.2 315° Overheated 315° 315° 45° 45° 45° Overheated Stress: Overheated 0.9 Overheated Stress: 0.9 Stress: 0.9 Stress:315° 0.9 Compromise: 12.5 Compromise: Compromise: 12.5 12.5 Compromise: 12.5 300°

300°

285°

300°

240°

300°

285°

60°

75°

285°

75°

225° 270°

Avg. Daily Radiation at 12.0° 270°

270°

0.30

0.60

0.90

1.20

1.50

Entire Year: 1.41 kWh/ m2 255° 255° 255° 255° Underheated: 1.48 kWh/ m2 Overheated: 1.03 kWh/ m2 1.50

240°

225°

240°

1.80

225°

1.80

2.10

2.40

2.40 225°

2.40

Avg. Daily Radiation Avg. Daily Avg.atRadiation Daily 12.0°Radiation Avg. at 12.0° Daily at 12.0° Radiation at 12.0°

90°

102.5° 105°

0.30

210° 0.60

102.5° 0.90 105°

195°

1.20

1.50

120°

1.80

120°

2.10

135°

2.40

135°

Annual AverageAnnual Annu Aver 150° 150° 150° 150° 210° 210°m2 210° 210° Entire Year: 1.41Entire kWh/Year: m2 Entire 1.41 Year: kWh/ 1.41 m2kWh/ Entire m2Year: 1.41 kWh/ Underheated Period Underheated Unde Underheated: 1.48 Underheated: kWh/ Underheated: m2 1.48 kWh/ 1.48 m2Underheated: kWh/ m2 1.48 kWh/ m2 195° 165° 195° 195° 165° 195° 165° 165°Period Overheated Overheated Over Overheated: 1.03 Overheated: kWh/Overheated: m2 1.03 kWh/ 1.03 m2kWh/ Overheated: m2 1.03 kWh/ m2 180° 180° 180° 180° 2.70

2.70

kWh/ m?

SITE PLAN Prevailing Winds W in d F re q u e n c y (H rs ) L o c a t io n : M e lb o u rn e , A U S (-3 7 . 8 ? 1 4 5 . 0 ?

D a t e : 1 s t J a n u a ry - 3 1 s t D e c e m b e r T im e : 0 0 : 0 0 - 2 4 : 0 0

Prevailing Winds

e a th e r T o o l Prevailing Winds PrevailingWWinds

W in d F re q u e n c y (H rs )

W i n d F r e q u e n c yW( iHn rds )F r e q u e n c y ( H r s )

50 km/ h

Prevailing Winds 4 0 W in d F re q u e n c y (H rs )

km/ h

L o c a t io n : M e lb o u rn e , A U S (-3 7 . 8 ? 1 4 5L.o0 c? a t io n : M e lb o u rnLeo, cAa Ut ioSn (-3 : M7e. 8lb?o u 1 rn 4 5e. ,0 A ? U S (-3 7 . 8 ? 1 4 5 . 0 ?

L o c a t io n : M e lb o u rn e , A U S (-3 7 . 8 ? 1 4 5 . 0 ?

D a t e : 1 s t J a n u a ry - 3 1 s t D e c e m b e r

T im e : 0 0 : 0 0 - 2 4 : 0 0

W e a th e r T o o l

D a t e : 1 s t J a n u a ry -D3a1tse t: D1 se tc Jeamn bu ea rry - 3 1 s t D e c e m b e r 5 0T kim me/ :h 0 0 : 0 0 - 2 4 : 0 0T im e : 0 0 : 0h 0rs - 2 4 : 0 50 0 32+ W e a th e r T o o l W e a th e r2T8 o o l 40 km/ h 40 25 22 19 30 km/ h 30 16 12 9 20 km/ h 20 6 <3

T im e : 0 0 : 0 0 - 2 4 :50 00 k m / h h rs h rs

30 km/ h

km/ h

50 km/ h

km/ h

40 km/ h

km/ h

30 km/ h

km/ h

20 km/ h

10 km/ h

J a n u a ry

F e b ru a ry

J a n u a ry

F e b ru a ry

50 km/ h

40 km/ h

30 km/ h

20 km/ h

10 km/ h

50 km/ h 40 km/ h 30 km/ h 20 km/ h

h rs 31+ 27 24 21 18 15 12 9 6 <3

10 km/ h

32+ W 2 8 e a th e r 25 22 19 16 12 9 6 <3

h rs 31+ 27 24 21 18 15 12 9 6 <3

T ool

32+ 28 4 0 k2 m 5 / h 22 19 3 0 k1 m 6 / h 12 9 2 0 k6m / h <3

50 km/ h 40 km/ h

20 km/ h

30 km/ h 2 0 /k h m/ h 10 km

J a n u5a0 ry km/ h

40 km/ h

30 km/ h

20 km/ h

10 km/ h

5 0 hk rs m/ 31+ 27 4 0 k2 m 4 / 21 18 3 0 k1 m 5 / 12 9 2 0 k6m / <3

h rs 26+ 23 20 18 15 13 10 7 5 <2

h rs 25+ 22 20 17 15 12 10 7 5 <2

50 km/ h 40 km/ h 30 km/ h 20 km/ h

h rs 32+ 28 25 22 19 16 12 9 6 <3

h rs 31+ 27 24 21 18 15 12 9 6 <3

10 km/ h

40 km/ h

M ay

Ju n e

20 km/ h

40 km/ h

50 km/ h

40 km/ h

30 km/ h

20 km/ h

10 km/ h

F e b ru a ry

M a rc h

F e b ru a ry

M a rc h

10 7 5 <2

20 km/ h

50 km/ h 40 km/ h 30 km/ h 20 km/ h

h rs 25+ 22 20 17 15 12 10 7 5 <2

h rs 31+ 27 24 21 18 15 12 Ju n e 9 6 <3

30 km/ h

50 km/ h

10 km/ h

50 km/ h

M ay

h rs 32+ 28 25 22 19 k m /1 h 6 h rs 1 2 26+ 23 k m / h9 20 6 11 85 k m /< h 3 13

5 0 hk rs m/ 26+ 23 4 0 2k 0m / 18 15 3 0 1k 3m / 10 7 2 0 k5m / <2

50 km/ h

40 km/ h

30 km/ h

20 km/ h

10 km/ h

5 0 hk rs m/ 25+ 22 4 0 2k 0m / 17 15 3 0 1k 2m / 10 7 2 0 k5m / <2

h rs 30+ 26 24 20 18 15 12 9 6 <3

h rs 38+ 34 30 26 22 19 15 11 7 <3

50 km/ h 40 km/ h 30 km/ h 20 km/ h

h rs 26+ 23 20 18 15 13 10 7 5 <2

h rs 25+ 22 20 17 15 12 10 7 5 <2

10 km/ h

50 km/ h

40 km/ h

30 km/ h

20 km/ h

10 km/ h

M a rc h

A p ril

M a rc h

A p ril

40 km/ h 30 km/ h 20 km/ h

50 km/ h 40 km/ h 30 km/ h 20 km/ h

50 km/ h

40 km/ h

30 km/ h

20 km/ h

10 km/ h

S e p te m b e r

O c to b e r

50 km/ h

40 km/ h

30 km/ h

20 km/ h

10 km/ h

S e p te m b e r

40 km/ h 30 km/ h 20 km/ h

h rs 23+ 20 18 16 13 11 9 6 4 <2

5 0 hk rs m/ 23+ 20 4 0 k1 m 8 / 16 13 3 0 k1 m 1 / 9 6 2 0 k4m / <2

20 km/ h 10 km/ h

5 0 hk rs m/ 30+ 26 4 0 2k 4m / 20 18 3 0 1k 5m / 12 9 2 0 k6m / <3

F e b ru a ry 5 0

m/ hk rs 38+ 34 4 0 3k 0m / 26 22 3 0 1k 9m / 15 11 2 0 k7m / <3

h rs 38+ 34 30 26 22 19 15 11 7 <3

50 km/ h

40 km/ h

30 km/ h

20 km/ h

10 km/ h

h rs 20+ 17 16 13 12 10 8 6 4 <2

h rs 28+ 25 22 19 16 14 11 8 5 <2

30 km/ h Ju n e

J u ly

A u g u st

J u ly

50 km/ h 40 km/ h 30 km/ h 20 km/ h

h rs 25+ 22 20 17 15 12 10 A u g u st 7 5 <2

40 km/ h

J u ly

20 km/ h

10 km/ h

50 km/ h

J u ly

20 km/ h 10 km/ h

h rs 31+ 27 24 21 18 15 12 9 6 <3

50 km/ h 40 km/ h 30 km/ h 20 km/ h

h rs 23+ 20 18 16 13 11 9 6 4 <2

50 km/ h 40 km/ h 30 km/ h 20 km/ h

h rs 31+ 27 24 21 18 15 12 9 6 <3

5 0 hk rs m/ 31+ 27 4 0 2k 4m / 21 18 3 0 1k 5m / 12 9 2 0 k6m / <3

50 km/ h

40 km/ h

30 km/ h

20 km/ h

h rs 32+ 28 25 22 19 16 12 9 6 <3

50 km/ h 40 km/ h 30 km/ h 20 km/ h

h rs 31+ 27 24 21 18 15 12 9 6 <3

50 km/ h 40 km/ h 30 km/ h 20 km/ h

10 km/ h

O c to b e r

N ovember

O c to b e r

N ovember

M ay S e p te m b e r

h rs 30+ 26 24 20 18 15 12 9 6 <3

10 km/ h

10 km/ h 50 km/ h

30 km/ h

h rs 26+ 23 20 18 15 15 03 k m / h 10 470 k m / h 5 <3 02 k m / h

5 0 hk rs m/ 32+ 28 4 0 2k 5m / 22 19 3 0 1k 6m / 12 9 2 0 k6m / <3

50 km/ h

40 km/ h

30 km/ h

20 km/ h

10 km/ h

D ecember

N ovember

D ecember

h rs 32+ 28 25 22 19 16 12 9 6 <3

h rs 26+ 23 20 18 15 13 10 7 5 <2

40 km/ h 30 km/ h 20 km/ h

Ju n e

THE SUNPATH DIAGRAM HELPS US TO KEEP MINIMUM EXPOSURE TOWARDS SOUTH WEST. THE TOWER IS FACING NORTH AND THE CROWN COULD PROVIDE SHADES DURING DAYTIME. 50 km/ h

h rs 23+ 20 18 16 13 11 9 6 4 <2

50 km/ h

THE LOCAL WIND PATH4 0SIMULATION HELPS US TO ORIENT OUR BLOCK IN MANNER WHICH, THE 4 0 k m /IN h km/ h WINDS OBSTRUCT THE EDGES OF THE BUILDINGS, INSTEAD OF DIRECTLY SMASHING ONTO THE FA30 km/ h 30 km/ h CADES. 20 km/ h 10 km/ h

20 km/ h 10 km/ h

h rs 31+ 27 24 21 18 15 12 9 6 <3

TOWER METRICS

LEADENHALL BUILDING / ROGERS STIRK HARBOUR + PARTNERS

TOTAL GFA - 148903 SQM TOTAL NLA - 114902 SQM EFFICIENCY - 77%

CROWN FLOOR PLAN GFA - 1587 SQM

SKY RISE FLOOR PLAN GFA - 1587 SQM NLA - 1079 SQM (68%)

STACKING STRATEGY THIS TOWER CONSISTS OF 3 INDIVIDUAL PARTS. LOW RISE PODIUM WITH RECEPTION AND SHOPS FULLY COVERED BY GLASS, VISUALLY OPENED TO THE STREETS FOR ATTRACTING PEOPLE. A 20M HIGH ATRIUM IS INTRODUCED IN THE PODIUM AND A ROOF GARDEN IS DESIGNED ON IT.

LOW / MID / HIGH RISE FLOOR PLAN GFA - 2614 SQM NLA - 2095 SQM (80%) A

MIDDLE PART IS DESIGNED FOR OFFICE USE, ACCORDING TO THE PRECEDENTS OF LEADENHALL BUILDING, THE IDEA OF SIDE CORE IS USED IN THESE AREA TO PROVIDE FREE PLAN WORKING SPACE. A TILTED SHAPED STRUCTURE IS SITTING ON THE TOP MAINLY FOR BMU. IN ADDITION, IT COULD ALSO PROVIDE SHADES FOR THE NORTH FACING FACADE DURING DAYTIME.

THE RIGHT 6 LIFTS FOR LOW RISE LEVELS (110), MID RISE AND HIGH RISE LEVELS (11-52) ARE SERVED BY MIDDLE 6 LIFTS AND PEOPLE COULD REACH SKY RISE LEVELS (53-78) BY LEFT 6 LIFTS. SKY RISE (240 M & ABOVE) HIGH RISE (140 M & 240 M) MID RISE (40 M & 140 M) LOW RISE (0 M & 40 M)

A’ PODIUM FLOOR PLAN GFA - 8248 SQM

SECTION AA’ SCALE 1:1000

SCALE 1:750

UPPER CROWN FACADE CHANGE TO ALUMINIUM CLADDING ENCASED STEEL STRUCTURE

A3.2

BMU MAINTAINENCE SHED TO USE VERTICAL FOLDING DOORS TO HIDE BMU UNIT

PROPOSED STEEL STRUCTURE TO PROVIDE NATURAL SHADING BELOW

BMU UNIT WITH 2 MAN CRADLE AND MAX. DROP OF 140M

FIBRE CEMENT PANELS HIDING PARAPET TO SEPERATE FROM TYPICAL SPANDRELS

TERMINATION OF HEXAGONAL ALUM. FACADE BELOW FIBRE CEMENT PANELS

1800X1200 UNDERLYING STEEL H BEAMS TO TRANSFER LOAD OF CROWN STRUCTURE

PARTIAL CROWN NORTH ELEVATION SCALE 1:100

PARTIAL TYPICAL FLOOR NORTH ELEVATION SCALE 1:100

PARTIAL PODIUM NORTH ELEVATION SCALE 1:100

A3.2

LOW-E D. GLAZING WITH L. BLUE FINISH VISION PANELS TO PROVIDE TRANSPARENCY

100X200 HEX. ALUM. PROFILES FACADE PREFABRICATED WITH CURTAIN WALL UNITS

A3.2 LOUVRES AND PERFORATED SHEETS HIDE OUTRIGGER TRUSSES ON MECH. FLOOR

HEXAGONAL ALUM. PROFILES FACADE PROVIDE SUN SHADING FOR OFFICE SPACES

GLAZED SPANDREL PANELS TO HIDE FLOOR SLABS AND CREATE SHADOW BOX EFFECT

TREES PLANTED ON PODIUM ROOF FOR AESTHETICS AND NATURAL SHADING BELOW

A3.2

POINT FIXED THERMAL GLAZING MODULE WITH WHITE FRIT DOT PATTERNS

STAINLESS STEEL SPIDER FITTINGS FIXED THROUGH PERFORATED GLASS

MARINE PLYWOOD FLASHING TO HIDE PORTAL FRAME SUPPORT FOR CABLE TRUSS

4 DORMA 4000 REVOLVING DOORS FOR MAXIA3.2 MUM TRANSPARENCY OF ENTRANCE

A3.2

OVERALL NORTH ENVELOPE ELEVATION SCALE 1:600

A3.2

1500

03 A4.2

1500

A4.2

A5.2

ARROWHEAD CORNER MULLION ALUMINIUM HEXAGON SUNSHADES 1000mm DEEPTH

1500

6000

01 A4.2

6000

CONCEALED MULLION BEHIND

FLOOR PLAN 1000

400mm x 750mm STEEL COLUMN

EDGE BEAM 750MM DEEP

1:50

1500

C 1500

1500

1000

1500

03 A5.2

SPANDREL PANEL

SPANDREL PANEL 100mm THERMAL INSULATION

CONCEALED MULLION BEHIND

4000

CONCEALED MULLION BEHIND LOW-E DOUBLE GLAZING VISION PANEL

200mm LYSAGHT BONDEK STRUCTURAL STEEL DECK

LOW-E DOUBLE GLAZING VISION PANEL

450mm DEEP TRUSS

EDGE BEAM 750MM DEEP WITH FIRE-RESISTING COATING

4000

PERFORATED ALUMINIUM PANELS HEXAGON PATTERN

12000

DESIGNED TO SUIT OVERALL BUILDING ELEVATION

PERFORATED ALUMINIUM PANELS HEXAGON PATTERN

DESIGNED TO SUIT OVERALL BUILDING ELEVATION SP

FIXED AT 45 DEGREE ANGLEON HORIZONTAL RODS THAT ARE FIXED ONTO COLUMNS EFFECTIVENESS OF LOUVRES: 46.8%

8000

190mm C/S PERFORM LOUVRE (PL-4080) ALUMINIUM WEATHER PROVED LOUVRE

4000

MECHANICAL FLOOR OUTRIGGER ALUMINIUM HEXAGON SUNSHADES 1000mm DEEPTH

4000

LOUVRE SUPPORT POST

400mm x 7500mm STEEL COLUMN FIRE STOP

ALUMINIUM HEXAGON SUNSHADES 1000mm DEEPTH

ACOUSTIC INSULATION VP

INTERNAL SUNSCREEN BLIND PLASTERBOARD CEILING

04 A5.2

1000

02 A4.2

MECHANICAL FLOOR ELEVATION 1:50

3D DIAGRAM OF FACADE SUNSHADE

03 A4.2

MECHANICAL FLOOR SECTION 1:50

PERSPECTIVE OF MECHANICAL FLOOR

MECHANICAL FLOOR OUTRIGGER

F 1 ST-1A DR-1A

CL-1A

4 BMU MAINTAINENCE SHED

CL-2A

BMU CRADLE WITH 140M MAX. DROP

A5.3

CL-3A

CL-4A

MECHANICAL FLOOR

ST-2A

REINFORCED CONC. SHEAR WALL CORE

CL-5A CL-6A

SPANDREL PANEL LIFT SHAFTS VISION PANEL

A4.3

EAST SECTION OF CROWN STRUCTURE SCALE 1:200

EAST SECTION OF PARAPET WALL SCALE 1:200

TERMINATION OF HEXAGONAL FACADE AT PARAPET ISOMETRIC VIEW

A4.3

F 1

BMU RAIL TRACK

MAINTAINENCE LIFT BI-FOLD DOORS

6 3

A4.3

KEY PLAN AT CROWN FLOOR LEVEL SCALE 1:200

A4.3

LEGEND

CLADDING (CL) 4MM DSS5000 ALUMINIUM CLADDING CL-1A

STRUCTURE CL-5A

ALLTRADE PERFORATED ALUM. SHEETS

ST-1A

600X300 GALVANIZED H BEAMS

190MM C/S PERFORM LOUVRES

1800X1200 J STEEL HL BEAMS TO AS3679 SS-II HYDRAULIC BI-FOLDING DOORS

CL-2A

600MM NORTHCLAD STEEL BEAM CASINGS CL-6A

CL-3A

9MM EXOTECâ&#x201E;¢ FIBRE CEMENT PANELS

ST-2A DOORS

CL-4A

G.JAMES CUSTOM ALUM. RHS PROFILES

DR-1A

GL1 DOUBLE GLAZING VISION PANEL

ARROWHEAD CORNER MULLION 1500

PF1 ALUMINIUM PLAT E TO SUPPORT SUN SHADING DEVICE TO BE FIXED TO STACK JOINT TRANSOM

MID-SPAN SHEET SUPPORT ALUMINIUM PLAT E TO SUPPORT SUN SHADING DEVICE TO BE FIXED TO STACK JOINT TRANSOM

ALUMINIUM HEXAGON SHAPED SUN SHADING DEVICE 1000mm DEEPTH

01 A5.2

CONCRETE ANCHORAGE

TYPICAL FLOOR PLAN DETAIL

1:10

A5.2 1000

180

FF1

1:10

750

100

180

CARPET

750

100

100mm THERMAL INSULATION

L ANGLE BRACKET FIRE STOP

STACK JOINT FRAMING AS UNITISED LOUVRE SYSTEM

200mm LYSAGHT BONDEK STRUCTURAL STEEL DECK

PF2 PERFORATED ALUMINIUM SHEET

STEEL I-SECTION EDGE BEAM 750mm DEEP WITH FIRE-RESISTING COATING

MECHANICAL LOUVRES 190mm C/S PERFORM LOUVRE (PL-4080)

ACOUSTIC INSULATION

OUTSIDE FF1

INSIDE INSIDE

CARPET

STACK JOINT FRAMING AS UNITISED LOUVRE SYSTEM

PLASTERBOARD CEILING

FIRE STOP

INTERNAL SUNSCREEN BLIND

200mm LYSAGHT BONDEK STRUCTURAL STEEL DECK

OUTSIDE

INSIDE

GL1 DOUBLE GLAZING VISION PANEL

STEEL I-SECTION EDGE BEAM 750mm DEEP WITH FIRE-RESISTING COATING

ACOUSTIC INSULATION

PF1 ALUMINIUM HEXAGON SHAPED SUN SHADING DEVICE 1000mm DEEPTH ALUMINIUM PLAT E TO SUPPORT SUN SHADING DEVICE TO BE FIXED TO STACK JOINT TRANSOM

03 A5.2

INTERNAL SUNSCREEN BLIND

TYPICAL FLOOR SECTION DETAIL

1:10 FF1 FLOOR FINISH - 1 SUPPLIER: GIBBON GROUP COLOUR: GREY PRODUCT: ALPHA 983

A5.2 PF1 PANEL FINISH - 1 SUPPLIER: ALUCOBOND COLOUR: SILVER METALLIC PRODUCT: 500

TYPICAL FLOOR SECTION DETAIL 1:10

PF2 PANEL FINISH - 2 - PERFORATED PANEL SUPPLIER: ARROWMETAL COLOUR: SILVER - ALUMINIUM PRODUCT: 628

GL1 DOUBLE GLAZING - 1 SUPPLIER: G. JAMES COLOUR: LIGHT BLUE PRODUCT: SOLECT (LOW-E)

G JAMES DOUBLE GLAZING INFILL PANEL FOR STEEL FRAMED BI-FOLD DOOR 40x40x3 BLACK ANGLE TO AS3679 FIXING STEEL RHS TO CONCRETE PLINTH 150X75 STEEL RHS FIXING BI-FOLD DOOR SASH BEFORE OPENING 2MM ALUM. ANODIZED DURABAL DRIP EDGE

CF-2A

3MM SNAP-ON G.STEEL COPING AT 3° FALL WITH POLYE. P. COATING AND EDPM SEAL 6MM ALUM. ACM PANEL SANDWICHING MINERAL CORE AND HARDIE WEATHER BARRIER 115X50X4 BLACK PREFAB. C-SECTION ANGLE BOLTED ONTO 3MM ZINCFORM G250 METALIC COATED STEEL FIXING BRACKET 100X75X10 BLACK ANGLE FIXING C-SECTION ANGLE TO STEEL PARAPET COPING BUTT-PLATE FIELD ATTACHED WITH STRUCTURAL TAPE H-BEAM RIVETED TO ALUMINIUM CASING BY Z130 STEELINE Z SECTION PURLINS H-BEAM RIVETED TO ALUMINIUM CASING BY Z130 STEELINE Z SECTION PURLIN WITH 40X25X3 ANGLE RIVETED TO STEEL 304L GRADE U-CHANNEL HW1882 35X124X35 JH EXOTEC TOP HAT 1.15 BMT FIXING ACM PANEL TO STEEL RHS 100X50 AUSTUBE C450 STEEL RHS BOLTED ONTO CONCRETE PLINTH ALONG PARAPET 75X75X10 BMU GUIDE RAIL (DETACHABLE) 200MM CONC. SCREED WITH 2° FALL TO DP. AND CC GRANULATED RUBBER MAT FINISH 40X20X3 UA1098 BLACK ANGLE RIVETTING DS-5000 ACM PANEL ONTO METAL STUD 15X15X2 R CLIPS FIXING ACM PANEL ONTO CONC. FLOOR SLAB WITH WEEPHOLE 200X200 BLACK ANGLE AND ALUMINIUM BRACKET FIXING CONC. SLAB AND MULLION

CF-1A

STEEL STRUCTURE DETAIL SCALE 1:10

CROWN CLADDING DETAIL SCALE 1:10

BI-FOLD DOOR HEADER DETAIL SCALE 1:10

MID-HINGE DETAIL SCALE 1:200

A5.3

50X75 HAZMETAL HFB-MT CW FACADE SUPPORT BRACKETS FIXING MULLION TO PANEL ANODISED ALUMINIUM FACADE SUPPORT FIXING EXP. STACK JOINT TO HEX. FACADE 75X130 IN-BUILT GUTTER INSIDE HEXAGONAL FACADE FIXED TO DURABAL DRIP EDGE

CF-3A

A5.3

2MM ALUM. ANODIZED DURABAL DRIP EDGE 240X170 SHIRE STEEL ANGLE TO AS3679 FIXING CONC. WALL TO DOOR HEADER PR23060 NEOPRENE DOUBLE BULB SEAL KKP 90 HOSE CHANNEL FIXING 15MM MSS6 ANNULAR HOSE FOR HYDRAULIC RAM 30MM HARDWEARING NYLON DRUM WHEEL 30X30 ALUMINIUM CHANNEL MILL FINISH FIXING DOOR HEADER TO INFILL GLAZING 40x40x3 BLACK ANGLE FIXING PERFORATED SHEETS TO HEX. ALUM. FACADE PANELS 190MM C/S PERFORM LOUVRES AS UNITISED CURTAIN WALL SYSTEM CFS-BL FIRESTOP BLOCK TO AS1530.4

A5.3

1800X1200 J STEEL HL BEAMS AS3679

BRITE ANODIZED ALUM. U-CHANNEL

A5.3

 7

A5.3



SS-II BI-FOLD DOOR ISONOMETRIC

HTUOS ,EUNEVA DOELCM 531 07355 NM ,OTALP 6162-832 )023( MOC.SROODNWORC@OFNI

75MM STEEL TUBE VERTICAL ASSEMBLY

SGNIWARD ELPMAS

LACIPYT TNESERPER SLIATED GNIWOLLOF EHT YRAV LLIW SNOISNEMID/SLIATED .SNOITIDNOC .SNOITALLATSNI NEEWTEB LLA TNESERFER TON OD SGNIWARD ELPMAS .NOITATOUQ OT REFER - SNOITPO ELBALIAVA



UPPER CYLINDER BRAC. FIXING CYLINDER LAITNEDIFNOC DNA YRATEIRPORP



SIHT NIHTIW DENIATNOC NOITAMROFNI EHT FO YTREPORP ELOS EHT SI TES GNIWARD NOITCUDORPER YNA .DETAROPROCNI NWORC EHT TUOHTIW - ELOHW A SA RO ,TRAP NI NWORC FO TNESNOC NETTIRW ,DESSERPXE DETIBIHORP SI DETAROPROCNI

CILUARDYH II-TS METSYS DLOF-IB

STEEL LINE BI-FOLD DOOR NYLON HINGE YR

SETON LARENEG

A5.3

.C.G YB )REDAEH/SBMAJ( TROPPUS LARUTCURTS SELGNA GNITNUOM DNUORA KLUAC OT RELLATSNI ROOLF DEHSINIF FO ESIR ELBAWOLLA MUMIXAM "8/3 SI /EGNAHC OT THGIR EHT SEVRESER .CNI ,NWORC ECITON ROIRP TUOHTIW STCUDORP EVORPMI SIHT NIHTIW DENIATNOC NOITAMROFNI EHT ,NWORC FO YTREPORP ELOS EHT SI TES GNIWARD A SA RO ,TRAP NI - NOITCUDORPER YNA .CNI NETTIRW ,DESSERPXE EHT TUOHTIW - ELOHW DETIBIHORP SI .CNI ,NWORC FO NOISSIMREP ROF ELBISNOPSER DLEH EB TON LLIW .CNI ,NWORC SNOITALOIV EDOC

PARAPET DETAIL SCALE 1:10

CLADDING FINISHES CF-1A

TARGET: ALUM. STEEL BEAM CASINGS TECHNIQUE: ANODISING SUPPLIER: STRYUM

CF-2A

    



:ECITON TNATROPMI OT LACITIRC ERA NWOHS SNOISNEMID LLA SEGNAHC YNA FI .NOITAREPO ROOD REPORP DETAROPROCNI NWORC TCATNOC ,EDAM ERA RUCNI YAM SEGNAHC YNA .YLETAIDEMMI .SEGRAHC LANOITIDDA

ANI NO ITC URT MILE SNO RP CR OF TON

TARGET: PARAPET EXTERIOR WALL TECHNIQUE: POWDER COATING SUPPLIER: INTERPON

A5.3

EB OT "SREHTO YB" SA DETSIL TON STRAP LLA .DETAROPROCNI NWORC YB DEDIVORP

CF-3A

BI-FOLD DOOR PLAN DETAIL SCALE 1:10

TARGET: HEXAGONAL ALUMINIUM FACADE TECHNIQUE: PVDF COATING SUPPLIER: ARCHCLAD™

COLOUR: REGENT GRAY B1

COLOUR: HYPER CHARCOAL MATT 8Y270A

COLOUR: PATINA GREY

PRODUCT: STYRUM ANOD. FINISH STR-160

PRODUCT: D3020 FLUOROMAX

PRODUCT: PVDF PATINA GREY ALUMINIUM