BOULVERIE SPECULATIVE OFFICE TOWER by GiffordGiffologie

BOULVERIE SPECULATIVE OFFICE TOWER ARCHITECTURE DESIGN TECH 4 GIFFORD ZHANG S3336299 . TUTOR: JANE DASH

DESIGN INTENTTHE INTENT WAS TO CREATE A FACADE THAT IS FORMED OF MANY SINGLE STOREY HEIGHT , ANGLED AND ABSTRACTED CONCRETE PANELS WILL GROW MORE AGGRESSIVE DEPENDING ON THE AMOUNT OF LIGHT ENTERING THE INDIVIDUAL OFFICE DWELLING. ON A LARGER SCALE, THE BUILDING CREATE OPPURTUNITIES FOR THE PUBLIC TO HAVE PHYSICAL CONNECTION WITH SNEAK PEEK THROUGH THE TRANSPARENCY OF THE FACADE. THE FRAGMENTED WILL CHANGE FROM CLADDING CURTAIN GLASS TO EMBED CONCRETE . THESE PANELS WILL NOT BE THER PRIMARY LOAD BEARING STRUCTURE , BUT WILL STILL BE SELF SUPPORTING, TAKING ON LOAD OF THE SLAB WHERE NECESSARY. THE PRIMARY LOAD BEARING WILL BE ON THE CONCRETE COLUMNS IN A RECTANGULAR GRID FORMATION WITH TWO WAY SPANNING FLAT PLATE CONCRETE SLAB ,WHILE THE DESIGN OF OFFICE LAYOUT WILL BE SPECULATIVE , WITH THE GROUND FLOOR HOUSING CAFE , FOLLOWING FLOOR FEATURING VARYING REPEATING TENANT ARRANGEMENT IN ATTEMPT TO ACCOMDATE A VARIETY OF TENANTS A100 DRAWING LIST A101 SPECULATIVE OFFICE EXAMPLE A102 CONCRETE FRAME WITH CLADDING A103 LOAD BEARING STRUCTURE A104 MOOD BOARD A105 FACADE SKIN DEVELOPMENT A106 BCA REPORT A107 SITE ANALYSIS A108 SITE PLAN A109 BASEMENT PLAN A110 GROUND PLAN A111 TYPICAL FLOORPLAN A112 ROOF PLAN A113 EAST ELEVATION A114 NORTH ELVATION A115 WEST ELEVATION A116 SOUTH ELEVATION A117 SECTION AA A118 SECTION BB A119 TYPICAL STRUCTURAL PLAN A120 TYPICAL REFLECTED CEILING PLAN A121 FACADE DEATIL 1:20 A122 GROUND DETAIL 1:20 A123 GROUND DETAIL 1:5 A124 GROUND DETAIL PERSPECTIVE A125 ROOF DETAIL 1:20 A126 EXPLODED STRUCTURAL BREAKDOWN AXOMETRIC A127 INTERIOR PERSPECTIVE A128 EXTERIOR PERSPECTIVE

DRAWING LIST A100

SPECULATIVE OFFICE A101

CONCRETE FRAME WITH CLADDING A102

LOAD BEARING STRUCTURE A103

MOOD BOARD A104

BCA REPORT RISE IN STOREY: 13 THIS BUILDING COMPLIES WITH THE FOLLOWING BCA REQUIREMENTS:

A3.2 CLASSIFICATION: CLASS 5: AN OFFICE BUILDING USED FOR PROFESSIONAL OR COMMERCIAL PURPOSE B1 STRUCTURAL PROVISION C1.1 TYPE OF CONSTRUCTION IS THE MOST FIRE-RESISTANT D1.2 NUMBER OF EXITS REQUIRED: 2 EXITS ARE PROVIDED FROM THE FOLLOWING: EACH STOREY IF THE BUILDING HAS AN EFFECTIVE HEIGHT OF MORE THAN 25 M. BASEMENTS -- IN ADDITION TO ANY HORIZONTAL EXIT, 2 EXITS ARE PROVIDED FROM ANY STOREY IF EGRESS FROM THAT STOREY INVOLVES A VERTICAL RISE WITHIN THE BUILDING OF MORE THAN 1.5 M, UNLESS-1.1. 1.2.

D2.14 LANDINGS LANDINGS HAVING A MAXIMUM GRADIENT OF 1:50 EACH FLIGHT IS 2,5M LONG HAVE A NON-SLIP FINISH THROUGHOUT OR AN ADEQUATE NON-SKID STRIP NEAR THE EDGE OF THE LANDING WHERE IT LEADS TO A FLIGHT BELOW; AND THE AREA OF ANY LANDING MUST BE SUFFICIENT TO MOVE A STRETCHER, 2 M LONG AND 600 MM WIDE, AT A GRADIENT NOT MORE THAN THE GRADIENT OF THE STAIRS, WITH AT LEAST ONE END OF THE STRETCHER ON THE LANDING WHILE CHANGING DIRECTION BETWEEN FLIGHTS

THE FLOOR AREA OF THE STOREY IS NOT MORE THAN 50 M2; AND THE DISTANCE OF TRAVEL FROM ANY POINT ON THE FLOOR TO A SINGLE EXIT IS NOT MORE THAN 20 M. ACCESS TO EXITS -- WITHOUT PASSING THROUGH ANOTHER SOLE-OCCUPANCY UNIT EVERY OCCUPANT OF A STOREY OR PART OF A STOREY MUST HAVE ACCESS TO--

E1.4 FIRE HOSE REELS: FIRE HOSE REELS MUST BE LOCATED ADJACENT TO AN INTERNAL FIRE HYDRANT (OTHER THAN ONE WITHIN A FIRE-ISOLATED EXIT), EXCEPT THAT A FIRE HOSE REEL NEED NOT BE LOCATED ADJACENT TO EVERY FIRE HYDRANT, PROVIDED SYSTEM COVERAGE CAN BE ACHIEVED.

AT LEAST 2 EXITS, IF 2 OR MORE EXITS ARE REQUIRED.

SECTION F: HEALTH & AMENITY

D1.3 EVERY STAIRWAY OR RAMPS SERVING AS A REQUIRED EXIT ARE FIRE ISOLATED

MALE:

D1.4 EXIT TRAVEL DISTANCES AT THE GROUND FLOOR, 4 EXITS AND MAX IS 17M

FEMALE: 2XWC 2XBASINS HANDICPPED: 1XWC 1X BASINS

AT THE TYPICAL FLOOR, 2 ES AND MAX IS 17M

F3.1 HEIGHT OF ROOMS AND OTHER SPACES

2XWC

D1.6 DIMENSIONS OF EXITS AND PATHS OF TRAVEL TO EXITS: THE UNOBSTRUCTED HEIGHT THROUGHOUT IS 2,1 M

KITCHENS: 2,8M

D2.13 GOINGS AND RISERS: STAIRWAYS HAVE 11 RISERS IN EACH FLIGHT: GOINGS AND RISERS THAT ARE CONSTANT THROUGHOUT IN ONE FLIGHT; THE QUANTITY (2R+G) = 700

TYPICAL ROOM: 2,8M

2XBASINS

CORRIDORS, PASSAGEWAY: 2,8M

2XURINALS BCA REPORT A106

SITE ANALYSIS A107

108

A109

109

A110

A 6.270 RL

TYPICAL PLAN- LEVEL 2 1:100 A111

6.270

111 TYPICAL PLAN- LEVEL 2 100

LINE OF SLAB BEHIND GLASS PANEL LINE OF UNDERSIDE OF SLAB BEHIND GLASS PANEL LINE OF FALSE CEILING BEHIND GLASS PANEL

113

A113

LINE OF SLAB BEHIND GLASS PANEL LINE OF UNDERSIDE OF SLAB BEHIND GLASS PANEL LINE OF FALSE CEILING BEHIND GLASS PANEL

114

A114

115

A115

116

A116

117

A117

118

A118

FLAT PANEL ALUMINIUM CAP

RL16.720 LEVEL 5

FLAT PANEL

P01

P02

P01

RL16.720 LEVEL 5

FABRICATED FORGED STEEL CLAMP BOLTED THROUGH ARCHITECT SPECIFIC FORGED STEEL ASSEMBLY TOP OF SLAB

RECTANGULAR HOLLOW SECTION [ RHS]

FLAT PANEL

SLOPED PANEL

SERVICES SUSPENDED CEILING GRID STUMP METAL FIN PLATE

A121 RL12.540 LEVEL 4

TOP OF SLAB

LINE OF IN-SITU

FACADE SECTION C 1:20

LINE OF FRAME

SLO

LINE OF FRAME

RECTANGULAR HOLLOW SECTION[RHS]

FLAT PANEL

P03

P04

P05

RL4.180 LEVEL 2

STRUCTURE BEHIND GLASS PANEL

RL4.180 LEVEL 2

FABRICATED FORGED STEEL CLAMP BOLTED THROUGH ARCHITECT SPECIFIC FORGED STEEL ASSEMBLY RECTANGULAR HOLLOW SECTION [RHS]

CLEAR

FLAT PANEL

P11

P12

P11

COLUMN

200PFC C CHANNEL REFER TO BHP CATALOG

CUSTOMISED 50PFC C CHANNEL REFER TO BHP EQUATION

FLAT PANEL

P15

POLISHED CONCRETE RL0.01 GROUND LEVEL

A122 ACCESS PANEL FOR ELECTRICAL AND SERVICING[ ABOVE ] RECTANGULAR HOLLOW SECTION [ RHS ]

ARCHITECT SPECIFIC CLEAR GLASS DOOR

RECTANGULAR HOLLOW SECTION [ RHS ]

1000X5O ALUMINIUM DOOR ROD [1400MM[H] ]

COL.

RL-4.180 BASEMENT

RECTANGULAR HOLLOW SECTION [ RHS ]

SECTION E 1:20

RECTANGULAR HOLLOW SECTION [ RHS ]

CUSTOMISED 50PFC C CHANNEL REFER TO BHP EQUATION [ ABOVE]

RECTANGULAR HOLLOW SECTION [ RHS ]

CUSTOMISED 50PFC C CHANNEL REFER TO BHP EQUATION

A123

GROUND ENTRANCE PERSPECTIVE DEVELOPMENT

A124

GROUND GROUND ENTRANCE ENTRANCE PERSPECTIVE PERSPECTIVE DEVELOPMENT DEVELOPMENT

WELDED RECTANGULAR HOLLOW SECTION[RHS]

WELDED RECTANGULAR HOLLOW SECTION[RHS] CUSTOMISED C CHANNEL REFER TO BHP EQUATION [ ABOVE] WELDED STEEL PLATE

RECTANGULAR HOLLOW SECTION[RHS]

LED DOWN LIGHTED ALUMINIUM RAILING 1200MM [H] CONCRETE HOLLOW CORE PARAPET WALL

RECTANGULAR HOLLOW SECTION[RHS]

1DEGREE OFF FLOOR SCREED TO ROOFTOP DRAINAGE

FLAT PANEL

TENGEL

SLOPED PANEL

HOLLOW CORE CONCRETE

FLAT PANEL

DOWEL INSERT INTO SUPPORTIVE STEEL FOOTING SUPPORTIVE STEEL FOOTING RL 50.160 ROOF LEVEL

RL50.160 ROOF LEVEL

FABRICATED FORGED STEEL CLAMP BOLTED THROUGH ARCHITECT SPECIFIC FORGED STEEL ASSEMBLY RECTANGULAR HOLLOW SECTION[RHS]

6 FLAT PANEL

FLAT PANEL

DETAIL 1:20@ A3 A125

ELEVATION 1:20 ROOF TOP LEVEL RL45.980 LEVEL 12

30MM ALUMINIUM PANEL

EDGE OF HOLLOW CORE CONCRETE PARAPET EDGE OF LED LIGHTED ALUMINIUM RAILING

SCREED POURED TO FALL INTO GRATE SUMPS

RECTANGULAR HOLLOW SECTION

3 EXTERIOR

CONCRETE WALL MOTIF EMBED CONCRETE PANEL DETAILS TO DESIGNER’S SPECIFICATION

ALTERNATE FIRE RAIDED STAIRCASE SUSPENDED CEILING 250MM CONCRETE SLAB 250 X 250MM WOODEN CLADDED CONCRETE COULMN

STRUCTURE CORE ORANGE TINTED GLASS STEEL FRAME GREY TINTED GLASS CLEAR GLASS

TYPE A GLASS PANEL [ FLAT] DETAILS TO DESIGNER’S SPECIFICATION ROLLER SHUTTERS DOOR FOR CAR LIFT

TYPE B GLASS PANEL [ FLAT] DETAILS TO DESIGNER’S SPECIFICATION TYPE C GLASS PANEL [ SLOPED] DETAILS TO DESIGNER’S SPECIFICATION

EXPLODED STRUCTURAL BREAKDOWNAXOMETRIC A126

SEM

BICYCLE PARKING ROOM

T ALTENATIVE ENTRANCE TO OFFICE LOBBY

FIRE ESCAPE EXIT DOOR

MAIN ENTRANCE TO OFFICE LOBBY

SUSPENDED CEILING FIXTURE CURVE IN FROM FACADE INTO THE OFFICE LOBBY DETAILS TO DESIGNER’S SPECIFICATION

TYPICAL FLOOR VIEW TOWARD CARLTON NORTH

INTERIOR PERSPECTIVES A127

TYPICAL FLOOR

EXTERIOR PERSPECTIVE A128