+ All Categories
Home > Documents > Collated PDFs

Collated PDFs

Date post: 07-Jan-2017
Category:
Upload: ali-dalsar
View: 81 times
Download: 1 times
Share this document with a friend
49
Transcript
  • GSEducationalVersion

    Nominal 14mm Corten Steel cladding finish22mm Plywood backing for cladding50mm SW treated counter battensWaterproof membrane,22mm Plywood OSB,160mm Clear Timber frame,22mm Plywood OSB,Waterproof membrane,50mm SW treated counter battens,22mm Plywood backing forNominal 14mm Corten Steel cladding finish

    15mm Gypsum based wall board,15mm Gypsum based wall board,50mm SW treated counter battensproviding clear service void,Vapour control layer,250mm Timber frame with250mm Insulation wool between,22mm Plywood OSB,Waterproof membrane,38mm SW treated counter battens,22mm Plywood backing forNominal 14mm Corten Steel cladding finish

    External Wall - Corten Steel Timber Frame

    External Wall - Zinc Cladding Timber Frame

    15mm Gypsum based wall board,15mm Gypsum based wall board,38mm SW treated counter battensproviding clear service void,Vapour control layer,200mm Timber frame with200mm Insulation wool between,22mm Plywood OSB,Waterproof membrane,50mm SW treated counter battens,22mm Plywood backing forNominal 14mm Corten Steel cladding finish

    External Wall - Corten Steel Timber Frame

    15mm Gypsum based wall board,15mm Gypsum based wall board,50mm SW treated counter battensproviding clear service void,Vapour control layer,250mm Timber frame with250mm Insulation wool between,22mm Plywood OSB,Waterproof membrane,50mm SW treated counter battens,22mm Plywood backing forNominal 14mm Corten Steel cladding finish

    External Wall - Zinc Cladding Timber Frame

    15mm Gypsum based wall board,15mm Gypsum based wall board,50mm SW treated counter battensproviding clear service void,Vapour control layer,330mm Timber frame with330mm Insulation wool between,22mm Plywood OSB,Waterproof membrane,50mm SW treated counter battens,22mm Plywood backing forNominal 14mm Corten Steel cladding finish

    External Wall - Zinc Cladding Timber Frame

    15mm Gypsum based wall board,15mm Gypsum based wall board,50mm SW treated counter battensproviding clear service void,Vapour control layer,260mm Timber frame with260mm Insulation wool between,22mm Plywood OSB,Waterproof membrane,50mm SW treated counter battens,22mm Plywood backing forNominal 14mm Corten Steel cladding finish

    External Wall - Zinc Cladding Timber Frame

    15mm Gypsum based wall board,15mm Gypsum based wall board,50mm SW treated counter battensproviding clear service void,Vapour control layer,300mm Timber frame with300mm Insulation wool between,22mm Plywood OSB,Waterproof membrane,50mm SW treated counter battens,22mm Plywood backing forNominal 14mm Corten Steel cladding finish

    External Wall - Zinc Cladding Timber Frame

    Data Centre - Above Ground Wall Styles

    Internal Wall - Painted Finish

    Internal Wall - Painted Finish

    Internal Wall - Painted Finish

    15mm Gypsum based wall boards,120mm Timber studs with120mm Sound insulation wool between,15mm Gypsum based wall boards

    15mm Gypsum based wall boards,120mm Timber studs,15mm Gypsum based wall boards

    100mm Timber studs,15mm Gypsum based wall boards

    Nominal 376mm Load-Bearing Wall

    Nominal 376mm Load-Bearing Wall

    Nominal 438mm Load-Bearing Wall

    Nominal 438mm Load-Bearing Wall

    Nominal 443mm Load-Bearing Wall

    Nominal 483mm Load-Bearing Wall

    Nominal 520mm Load-Bearing Wall

    WD - 03

    Sill -4,600

    3,0

    00

    500

    WD - 04

    Sill -4,600

    3,0

    00

    500

    WD - 05

    Sill -4,600

    3,0

    00

    500

    WD - 06

    Sill -4,600

    3,0

    00

    500

    DE

    - 0

    2

    3,000

    2,660

    DI - 02

    FD30SC

    3,0

    00

    3,0

    00

    DI -

    04

    FD

    30S

    C 3,000

    2,200

    DI - 05

    3,0

    00

    1,0

    10

    DI - 03

    FD30SC

    3,0

    00

    3,0

    00

    DI -

    10

    3,000

    1,010

    DI - 12

    2,4

    00

    868

    DI - 11

    2,4

    00

    868

    DI - 13

    2,4

    00

    1,0

    10

    DI -

    08

    2,400

    868

    DI -

    07

    2,400

    868

    DI -

    06

    2,400

    868

    DI -

    09

    2,400

    1,010

    WD

    - 0

    7

    Sill

    -4,1

    00

    4,700

    500

    WD

    - 0

    8

    Sill

    -4,1

    00

    4,700

    500

    DI -

    01

    FD

    30S

    C 3,000

    2,200

    WD - 01

    Sill -4,600

    6,5

    00

    500

    WD - 02

    Sill -4,600

    6,5

    00

    500

    DE

    - 0

    1

    3,000

    3,400

    5,0

    00

    2,4701002,4701002,4701002,4701002,4701002,4701002,4701002,4701003,200

    5,000

    4,800

    3,5

    50

    100

    2,4

    00

    100

    1,2

    00

    100

    2,4

    00

    100

    1,2

    00

    100

    2,4

    00

    100

    1,2

    00

    100

    2,4

    00

    100

    1,2

    00

    12,124 5,382 5,500 1,014 3,098 3,388 5,000 7,612 2,397 7,000 4,594 5,391 17,124

    7506257508631,5001,5001,5001,5007,3001,5002,7005,0005,0006,5003,7501,5001,5001,5001,5001,5001,5001,5005,2501,5008,7501,5001,2501,5004,7491,5011,5001,5002,746

    43816,6244385,0004434,1144431,0001,5001,5001,5001,49715,4042,0993,9577,5561,9742,016445750375

    7507,854750375

    750445

    15,7

    20

    17,6

    80

    376

    2,6

    62

    229

    419

    4,9

    63

    419

    1,2

    63

    4,6

    89

    4,4

    81

    19,8

    08

    12,124 5,382 5,500 1,014 3,098 3,388 5,000 7,612 2,397 7,000 4,594 5,391 17,124

    22,5004834,0344831,0001,5001,5001,5001,87515,0262,0993,9577,5561,9742,01612,494

    2,747 1,500 1,500 1,500 17,750 1,500 5,250 1,500 1,500 1,500 1,500 1,500 1,500 1,500 3,750 6,500 5,000 5,000 2,700 1,500 1,500 1,500 1,500 1,500 7,300

    E- 01 South Elevation

    E- 02 North Elevation

    E-0

    3 E

    ast

    Ele

    vation

    E-0

    4 W

    est E

    levation

    Pontoon dock to be extended in accordance with site plan.Steel reinforced concrete retaining wall to water’s edge with provisions for inlet

    water filtration unit to supply filtered, cold water to the data centre.Refer to site plan for design and specification.

    Cycle Parking Facilities

    Cycle Parking Facilities

    Disabled Car Parking Facilities

    Car Parking Facilities

    East Axis Landscape ParkFoundations to steel columns and concrete

    structures to be localised.Refer to details for design and specification.

    Shallow Waterways To Landscape

    Shallow Waterways To Landscape

    Shallow Waterways To Landscape

    Shallow Waterways To Landscape

    South Facing Front Landscaped Area

    West Axis Landscape Park

    Steel Structure Over

    Steel Structure Over

    Steel Reinforced Concrete Retaining Wall

    Inlet Water Pipes For Data Cooling

    Tim

    ber

    Beam

    s O

    ver

    Double Height Void Over

    Public & Private Toilet Block

    Private Stair To Data Centre

    Female Toilets

    Male Toilets

    East Entrance Corridor

    Outline Of Floor Over

    Cu

    rtain

    Gla

    zin

    g S

    ch

    em

    e T

    o S

    pecia

    list

    Desig

    n A

    nd

    Sp

    ecif

    icati

    on

    Cu

    rtain

    Gla

    zin

    g S

    ch

    em

    e T

    o S

    pecia

    list

    Desig

    n A

    nd

    Sp

    ecif

    icati

    on

    Stair Void

    Private Circulation Stair Core

    Private Circulation Lift Core

    Lift Shaft

    Steel Beam Over

    Central Bridge Entrance

    Ste

    el

    Fra

    me

    Negative SpaceNegative Space

    Negative Space

    Steel Structure Over

    South Facing Front Landscaped Area

    Steel Structure Over

    West Entrance Corridor

    Steel Structure Over

    Steel Structure Over

    South Entrance Corridor

    North EntranceCorridor

    South EntranceCorridor

    Shallow Waterways To Landscape

    Shallow Controlled Water IntakeFor Thermal Heat Exchange

    Within Data Centre

    Shallow Controlled Water IntakeFor Thermal Heat Exchange

    Within Data Centre

    Steel Structure Over

    Ste

    el

    Beam

    Over

    Ste

    el

    Beam

    Over

    Ste

    el

    Beam

    Over

    Ste

    el

    Beam

    Over

    Ste

    el

    Beam

    Over

    Ste

    el

    Beam

    Over

    Steel Beam Over Steel Beam Over

    Steel Beam Over Steel Beam Over

    Steel Beam Over Steel Beam Over

    Steel Beam Over

    Steel Beam Over

    Steel Beam Over

    Steel Beam Over

    Steel Beams OverSteel Beams

    Over

    Steel Beam Over Steel Beam Over

    Stairs Up To FirstFloor Entrance

    26 x

    192 =

    5,0

    001

    2

    3

    4

    5

    6

    7

    8

    9

    10

    11

    12

    13

    14

    15

    16

    17

    18

    19

    20

    21

    22

    23

    24

    25

    26

    10 x

    200 =

    2,0

    00

    1

    2

    3

    4

    5

    6

    7

    8

    9

    10

    13 x 192 = 2,500

    14

    15

    16

    17

    18

    19

    20

    21

    22

    23

    24

    25

    26

    10 x

    200 =

    2,0

    0012

    13

    14

    15

    16

    17

    18

    19

    20

    21

    6,5

    38

    7,6

    02

    3,0

    18

    8,3

    70

    1,1

    24

    8,0

    00

    External ServiceRiser

    SHSPost

    SHSPost

    SteelColumn

    SteelColumn

    SteelColumn

    SteelColumn

    SteelColumn

    SteelColumn

    SteelColumn

    SteelColumn

    SteelColumn

    SteelColumn

    SteelColumn

    SteelColumn

    SteelColumn

    SteelColumn

    A

    A

    B

    B

    E

    E

    J

    J

    K

    K

    L

    L

    M

    M

    N

    N

    C

    C

    F

    F

    I

    I

    G

    G

    D

    D

    H

    H

    C C

    D D

    E E

    G G

    A A

    F F

    B B

    S-0

    3 B

    uild

    ing S

    ection

    S-01 Building Section

    S-02 Building Section

    S-0

    4 B

    uild

    ing S

    ection

    Technical Drawing 1:100

    Proposed Ground Floor Plan

  • GSEducationalVersion

    10 x 200 = 2,000

    1 2 3 4 5 6 7 8 9

    10

    WD - 39

    Sill 400

    4,5

    00

    500

    WD - 40

    Sill 400

    4,5

    00

    500

    WD - 41

    Sill 400

    4,5

    00

    500

    WD - 42

    Sill 400

    4,5

    00

    500

    WD - 44

    Sill -4,900

    2,0

    00

    500

    WD - 43

    Sill -4,900

    2,0

    00

    500

    WD - 35

    Sill 400

    4,5

    00

    500

    WD - 36

    Sill 400

    4,5

    00

    500

    WD - 38

    Sill 400

    4,5

    00

    500

    WD - 37

    Sill 400

    4,5

    00

    500

    WD

    - 0

    9

    Sill

    400

    6,500

    500

    WD

    - 1

    0

    Sill

    400

    6,500

    500

    WD - 11

    Sill 400

    6,5

    00

    500

    WD - 13

    Sill 400

    6,5

    00

    500

    WD - 14

    Sill 400

    6,5

    00

    500

    WD - 12

    Sill 400

    6,5

    00

    500

    WD - 15

    Sill 400

    3,0

    00

    500

    WD - 16

    Sill 400

    3,0

    00

    500

    WD - 27

    Sill 400

    2,7

    50

    500

    WD - 28

    Sill 400

    2,7

    50

    500

    WD - 29

    Sill 400

    2,7

    50

    500

    WD - 30

    Sill 400

    2,7

    50

    500

    WD - 31

    Sill 400

    2,7

    50

    500

    WD - 32

    Sill 400

    2,7

    50

    500

    WD - 33

    Sill 400

    2,7

    50

    500

    WD - 34

    Sill 400

    2,7

    50

    500

    WD - 57

    Sill 400

    2,7

    50

    500

    WD - 58

    Sill 400

    2,7

    50

    500

    WD - 17

    Sill 400

    2,7

    50

    500

    WD - 18

    Sill 400

    2,7

    50

    500

    WD - 19

    Sill 400

    2,7

    50

    500

    WD - 20

    Sill 400

    2,7

    50

    500

    WD - 21

    Sill 400

    2,7

    50

    500

    WD - 22

    Sill 400

    2,7

    50

    500

    WD - 23

    Sill 400

    2,7

    50

    500

    WD - 24

    Sill 400

    2,7

    50

    500

    WD - 25

    Sill 400

    2,7

    50

    500

    WD - 26

    Sill 400

    2,7

    50

    500

    DE

    - 0

    3

    3,000

    2,660

    DI -

    17

    FD

    30S

    C3,000

    2,200

    DI -

    15

    FD

    30S

    C 3,000

    2,200

    DI - 18

    FD30SC

    3,0

    00

    3,0

    00

    DI -

    24

    FD

    30S

    C

    2,400

    3,000

    DI - 16

    3,0

    00

    1,0

    10

    DI - 23

    2,4

    00

    1,8

    00

    DI - 22

    2,4

    00

    1,8

    00

    DI - 21

    2,4

    00

    1,8

    00

    DI - 20

    2,4

    00

    1,8

    00

    DI -

    25

    FD

    30S

    C

    2,400

    3,000

    DI - 24

    FD30SC

    2,4

    00

    2,0

    00

    DI - 14

    FD30SC

    3,0

    00

    3,0

    00

    WD

    - 0

    7

    Sill

    -4,1

    00

    4,700

    500

    WD

    - 0

    8

    Sill

    -4,1

    00

    4,700

    500

    WD - 01

    Sill -4,600

    6,5

    00

    500

    WD - 02

    Sill -4,600

    6,5

    00

    500

    Fridge

    DI -

    19

    FD

    30S

    C

    2,400

    3,000

    D W

    ash

    E- 01 South Elevation

    E- 02 North Elevation

    E-0

    3 E

    ast

    Ele

    vation

    E-0

    4 W

    est E

    levation

    6,5

    38

    7,6

    02

    3,0

    18

    8,3

    70

    1,1

    24

    8,0

    00

    19,3

    08

    4,4

    81

    4,6

    89

    7,2

    92

    20,7

    18

    15,7

    20

    19,3

    08

    9,1

    70

    1,2

    22

    500

    4,8

    82

    500

    20,9

    06

    15,7

    20

    Tim

    ber

    Beam

    s O

    ver

    SHSPost

    Double Height Void Over

    Ou

    tlin

    e O

    f F

    loo

    r O

    ver

    Visitor Reception & Management Office

    West Entrance Corridor

    Private Circulation Stair Core

    Private Circulation Lift Core

    Fire Protected Corridor

    11

    Double Height Void

    Private StairTo Data Centre

    Public Seating Area

    Coffee Shop

    Kitchen

    Cu

    rtain

    Gla

    zin

    g S

    ch

    em

    e T

    o S

    pecia

    list

    Desig

    n A

    nd

    Sp

    ecif

    icati

    on

    Cu

    rtain

    Gla

    zin

    g S

    ch

    em

    e T

    o S

    pecia

    list

    Desig

    n A

    nd

    Sp

    ecif

    icati

    on

    Outline Of Floor Over

    Outline Of Floor Over

    Lift Shaft

    Pontoon dock to be extended in accordance with site plan.Steel reinforced concrete retaining wall to water’s edge with provisions for inlet

    water filtration unit to supply filtered, cold water to the data centre.Refer to site plan for design and specification.

    Shallow Waterways To Landscape

    Shallow Waterways To Landscape

    Shallow Waterways To Landscape

    Steel Structure Over

    Steel BeamsUnder

    Foundations to steel columns and concretestructures to be localised.

    Refer to details for design and specification.

    Steel Structure To Structural EngineersDesign And Specification

    Steel Reinforced Concrete Retaining Wall

    Maintenance Store Cupboard

    Fire Protected Landing

    Maintenance Store Cupboard

    Hot Desking Facilities

    MaintenanceManagement Offices

    Pri

    nte

    r

    Meeting Room 01

    Printer

    Tim

    ber

    Beam

    s O

    ver

    Green Roofing Finish To East Entrance

    Zinc Capping To Wall Under

    Ste

    el

    Fra

    me

    Stair Void

    Shallow Waterways To Landscape

    Shallow Waterways To Landscape

    Steel Structure Over

    Steel Structure Over Steel Structure Over

    Steel Structure Over Steel Structure Over

    Steel Structure Over Steel Structure Over

    Steel Structure Over

    Steel BeamsUnder

    Steel BeamsUnder

    Dot Dash Outline Denotes The Maximum Proposed BuildingOutline From The Proposed Masterplan

    Steel BeamsUnder

    Steel Beam OverSteel Beam Over

    Steel Beam Over

    Stairs Up To FirstFloor Entrance

    26 x

    192 =

    5,0

    001

    2

    3

    4

    5

    6

    7

    8

    9

    10

    11

    12

    13

    14

    15

    16

    17

    18

    19

    20

    21

    22

    23

    24

    25

    26

    10 x

    200 =

    2,0

    00

    1

    2

    3

    4

    5

    6

    7

    8

    9

    10

    13 x 192 = 2,500

    14

    15

    16

    17

    18

    19

    20

    21

    22

    23

    24

    25

    26

    10 x

    200 =

    2,0

    0012

    13

    14

    15

    16

    17

    18

    19

    20

    21

    A

    A

    B

    B

    E

    E

    J

    J

    K

    K

    L

    L

    M

    M

    N

    N

    C

    C

    F

    F

    I

    I

    G

    G

    D

    D

    H

    H

    C C

    D D

    E E

    G G

    A A

    F F

    B B

    10 x

    200 =

    2,0

    00

    12

    13

    14

    15

    16

    17

    18

    19

    20

    21

    12,124 5,382 5,500 1,014 3,098 3,388 5,000 7,612 2,397 7,000 4,594 5,391 17,124

    12,124 5,382 5,500 1,014 3,098 3,388 5,000 7,612 2,397 7,000 4,594 5,391 17,124

    7506257508631,5001,5001,5001,5007,3001,5002,7005,0005,0001,0001,5001,5001,5001,0003,7501,5001,5001,5001,5001,5001,5001,5005,2501,50023,8021,198

    24,000 376 21,124 500 6,500 483 4,034 483 5,000 438 16,624 438 863 750 625 750

    2,750 1,500 1,500 1,500 5,250 12,500 1,500 5,250 1,500 1,500 1,500 1,500 1,500 1,500 1,500 875 2,000 875 1,000 1,500 1,500 1,500 1,000 5,000 5,000 2,700 1,500 1,500 1,500 1,500 1,500 1,300 1,500 1,500 1,500 1,500 863 750 625 750

    1,198 10,926 376 11,500 376 21,124 500 33,562 438 863 750 625 750

    SHSPost

    External ServiceRiser

    Data Centre Public Internet Cafe

    Total Seating 68

    SteelColumn

    SteelColumn

    SHSPost

    Ste

    el

    Beam

    Over

    Ste

    el

    Beam

    Over

    Ste

    el

    Beam

    Over

    Ste

    el

    Beam

    Over

    Steel Beam Over Steel Beam Over

    Steel Beam Over Steel Beam Over

    Steel Beam Over

    Steel Beam Over

    Steel Beam Over

    Steel Beam Over

    SteelColumn

    SteelColumn

    SteelColumn

    SteelColumn

    SteelColumn

    SteelColumn

    SteelColumn

    SteelColumn

    SteelColumn

    SteelColumn

    S-0

    3 B

    uild

    ing S

    ection

    S-01 Building Section

    S-02 Building Section

    S-0

    4 B

    uild

    ing S

    ection

    Nominal 14mm Corten Steel cladding finish22mm Plywood backing for cladding50mm SW treated counter battensWaterproof membrane,22mm Plywood OSB,160mm Clear Timber frame,22mm Plywood OSB,Waterproof membrane,50mm SW treated counter battens,22mm Plywood backing forNominal 14mm Corten Steel cladding finish

    15mm Gypsum based wall board,15mm Gypsum based wall board,50mm SW treated counter battensproviding clear service void,Vapour control layer,250mm Timber frame with250mm Insulation wool between,22mm Plywood OSB,Waterproof membrane,38mm SW treated counter battens,22mm Plywood backing forNominal 14mm Corten Steel cladding finish

    External Wall - Corten Steel Timber Frame

    External Wall - Zinc Cladding Timber Frame

    15mm Gypsum based wall board,15mm Gypsum based wall board,38mm SW treated counter battensproviding clear service void,Vapour control layer,200mm Timber frame with200mm Insulation wool between,22mm Plywood OSB,Waterproof membrane,50mm SW treated counter battens,22mm Plywood backing forNominal 14mm Corten Steel cladding finish

    External Wall - Corten Steel Timber Frame

    15mm Gypsum based wall board,15mm Gypsum based wall board,50mm SW treated counter battensproviding clear service void,Vapour control layer,250mm Timber frame with250mm Insulation wool between,22mm Plywood OSB,Waterproof membrane,50mm SW treated counter battens,22mm Plywood backing forNominal 14mm Corten Steel cladding finish

    External Wall - Zinc Cladding Timber Frame

    15mm Gypsum based wall board,15mm Gypsum based wall board,50mm SW treated counter battensproviding clear service void,Vapour control layer,330mm Timber frame with330mm Insulation wool between,22mm Plywood OSB,Waterproof membrane,50mm SW treated counter battens,22mm Plywood backing forNominal 14mm Corten Steel cladding finish

    External Wall - Zinc Cladding Timber Frame

    15mm Gypsum based wall board,15mm Gypsum based wall board,50mm SW treated counter battensproviding clear service void,Vapour control layer,260mm Timber frame with260mm Insulation wool between,22mm Plywood OSB,Waterproof membrane,50mm SW treated counter battens,22mm Plywood backing forNominal 14mm Corten Steel cladding finish

    External Wall - Zinc Cladding Timber Frame

    15mm Gypsum based wall board,15mm Gypsum based wall board,50mm SW treated counter battensproviding clear service void,Vapour control layer,300mm Timber frame with300mm Insulation wool between,22mm Plywood OSB,Waterproof membrane,50mm SW treated counter battens,22mm Plywood backing forNominal 14mm Corten Steel cladding finish

    External Wall - Zinc Cladding Timber Frame

    Data Centre - Above Ground Wall Styles

    Internal Wall - Painted Finish

    Internal Wall - Painted Finish

    Internal Wall - Painted Finish

    15mm Gypsum based wall boards,120mm Timber studs with120mm Sound insulation wool between,15mm Gypsum based wall boards

    15mm Gypsum based wall boards,120mm Timber studs,15mm Gypsum based wall boards

    100mm Timber studs,15mm Gypsum based wall boards

    Nominal 376mm Load-Bearing Wall

    Nominal 376mm Load-Bearing Wall

    Nominal 438mm Load-Bearing Wall

    Nominal 438mm Load-Bearing Wall

    Nominal 443mm Load-Bearing Wall

    Nominal 483mm Load-Bearing Wall

    Nominal 520mm Load-Bearing Wall

    Technical Drawing 1:100

    All dimensions to gridlines are to centre lines of walls

    unless otherwise stated.

    All dimensions are to structure unless otherwise stated.

    All boxed dimensions are to steel structure from wall

    structure.

    Proposed First Floor Plan

  • GSEducationalVersion

    10 x 200 = 2,000

    1 2 3 4 5 6 7 8 9

    10

    WD - 53

    4,0

    00

    500

    WD - 54

    4,0

    00

    500

    WD - 55

    4,0

    00

    500

    WD - 56

    4,0

    00

    500

    WD - 49

    4,0

    00

    500

    WD - 50

    4,0

    00

    500

    WD - 52

    4,0

    00

    500

    WD - 51

    4,0

    00

    500

    WD

    - 0

    9

    Sill

    400

    6,500

    500

    WD

    - 1

    0

    Sill

    400

    6,500

    500

    WD - 11

    Sill 400

    6,5

    00

    500

    WD - 13

    Sill 400

    6,5

    00

    500

    WD - 14

    Sill 400

    6,5

    00

    500

    WD - 12

    Sill 400

    6,5

    00

    500

    WD - 48

    Sill 100

    2,0

    00

    500

    WD - 47

    Sill 100

    2,0

    00

    500

    DI -

    26

    FD

    30S

    C

    2,400

    2,800

    DI - 27

    FD30SC

    2,4

    00

    3,0

    00

    DI - 31

    FD30SC

    2,4

    00

    3,0

    00

    DI - 29

    FD30SC2,4

    00

    3,0

    00

    DI - 32

    FD30SC

    2,4

    00

    3,0

    00

    DI - 28

    FD30SC

    2,4

    00

    3,0

    00

    DI - 30

    FD30SC

    2,4

    00

    3,0

    00

    DI -

    33

    FD

    30S

    C

    2,400

    1,010

    DI - 34

    FD30SC

    2,4

    00

    3,0

    00

    Nom

    inal 1:4

    0 F

    all

    Nom

    inal 1:4

    0 F

    all

    Nom

    inal 1:4

    0 F

    all

    Nom

    inal 1:4

    0 F

    all

    Nom

    inal 1:4

    0 F

    all

    Nom

    inal 1:4

    0 F

    all

    E- 01 South Elevation

    E- 02 North Elevation

    E-0

    3 E

    ast

    Ele

    vation

    E-0

    4 W

    est E

    levation

    External ServiceRiser

    Lift Shaft

    Void Space

    Void Space

    Double Height Void

    Fire Protected LandingLighting Over

    Double Height Space

    Cu

    rtain

    Gla

    zin

    g S

    ch

    em

    e T

    o S

    pecia

    list

    Desig

    n A

    nd

    Sp

    ecif

    icati

    on

    Cu

    rtain

    Gla

    zin

    g S

    ch

    em

    e T

    o S

    pecia

    list

    Desig

    n A

    nd

    Sp

    ecif

    icati

    on

    Private Circulation Stair Core

    Private Circulation Lift Core

    Void Space

    Void Space

    The Data Corridor The Data Corridor

    Data Room 02

    Data Room 01

    Data Room 04

    Data Room 03

    127.4m2 Server Area

    112.7m2 Server Area

    166.2m2 Server Area

    207.1m2 Server Area

    613.4m2 Total Server Floor Area

    1269.7m2 Total Server Building AreaGreen Roofing Finish To West Entrance

    Tim

    ber

    Beam

    s O

    ver

    Zinc Capping To Wall Under

    Vertical Stacked High Performance Data Servers

    Vertical Stacked High Performance Data Servers

    Data Bridge

    Zinc Finish To Roof Under

    Zinc Finish To Roof Under Zinc Finish To RoofUnder

    Zinc Finish ToRoof Under

    Steel Structure Over Steel Structure Over

    Steel Structure Over

    Steel Reinforced Concrete Retaining Wall

    Pontoon dock to be extended in accordance with site plan.Steel reinforced concrete retaining wall to water’s edge with provisions for inlet

    water filtration unit to supply filtered, cold water to the data centre.Refer to site plan for design and specification.

    Fire Protected Corridor

    Roof GlazingRoof Glazing

    Green Roofing Finish To East Entrance

    Ste

    el

    Fra

    me

    Stair Void

    Shallow Waterways To Landscape

    Shallow Waterways To Landscape

    Shallow Waterways To Landscape

    Shallow Waterways To Landscape

    Shallow Waterways To Landscape

    Steel Structure Over

    Steel Structure Over

    Steel Structure OverSteel Structure Over

    Steel Structure Over

    Roof GlazingRoof Glazing

    Overhead Water Inlet Supply Ducting

    Overhead Water Inlet Supply Ducting

    WaterRising To

    Third Floor

    WaterRising To

    Third Floor

    Dot Dash Outline Denotes The Maximum Proposed BuildingOutline From The Proposed Masterplan

    Steel Structure To Structural EngineersDesign And Specification

    18 x

    181 =

    3,2

    501

    2

    3

    4

    5

    6

    7

    8

    9

    10

    11

    12

    13

    14

    15

    16

    17

    18

    A

    A

    B

    B

    E

    E

    J

    J

    K

    K

    L

    L

    M

    M

    N

    N

    C

    C

    F

    F

    I

    I

    G

    G

    D

    D

    H

    H

    C C

    D D

    E E

    G G

    A A

    F F

    B B

    10 x

    200 =

    2,0

    00

    12

    13

    14

    15

    16

    17

    18

    19

    20

    21

    WD

    - 4

    6

    Sill

    -100

    2,200

    500

    WD

    - 4

    5

    Sill

    -100

    2,200

    500

    5,0005,0001,0001,5001,5001,50017,0003,5001,5008,0004,50012,500

    11,748 376 33,500 16,500

    12,124 5,382 5,500 1,014 3,070 3,416 5,000 7,612 2,397 7,000

    17,8

    08

    3,5

    00

    500

    6,6

    70

    7,2

    92

    15,0

    88

    4,9

    75

    655

    15,7

    20

    21,3

    08

    7,1

    70

    1,2

    22

    500

    4,8

    82

    500

    15,2

    26

    3,8

    76

    17,5

    24

    6,5

    38

    7,6

    02

    3,0

    18

    8,3

    70

    1,1

    24

    8,0

    00

    2,700 1,500 1,500 1,500 1,500 1,500 7,300

    10,200 6,862

    433

    2,0

    00

    2,0

    00

    500

    140

    140

    433

    500

    12,124 5,382 5,500 1,014 3,070 3,416 5,000 7,612 2,397 7,000 4,594 5,391 17,124

    5,391 17,124

    1,5001,5001,5001,5007,3001,5002,7005,0005,0001,0001,5001,5001,5003,50016,00011,2501,5001,2501,5004,7501,5001,5001,5002,750

    16,6244385,0004434,11444352,124376

    11

    Ste

    el

    Beam

    Over

    Steel Beam Over

    SteelColumn

    SteelColumn

    SteelColumn

    SteelColumn

    SteelColumn

    SteelColumn

    SteelColumn

    SteelColumn

    SteelColumn

    SteelColumn

    SteelColumn

    SteelColumn

    SteelColumn

    SteelColumn

    SteelColumn

    SteelColumn

    SteelColumn

    SteelColumn

    SteelColumn

    SteelColumn

    SteelColumn

    SteelColumn

    SteelColumn

    SteelColumn

    SteelColumn

    SteelColumn

    SteelColumn

    SteelColumn

    SteelColumn

    SteelColumn

    SteelColumn

    Ste

    el

    Beam

    Over

    Ste

    el

    Beam

    Over

    Ste

    el

    Beam

    Over

    Ste

    el

    Beam

    Over

    Ste

    el

    Beam

    Over

    Ste

    el

    Beam

    Over

    Ste

    el

    Beam

    Over

    Ste

    el

    Beam

    Over

    Ste

    el

    Beam

    Over

    Ste

    el

    Beam

    Over

    Ste

    el

    Beam

    Over

    Ste

    el

    Beam

    Over

    Ste

    el

    Beam

    Over

    Ste

    el

    Beam

    Over

    Ste

    el

    Beam

    Over

    Ste

    el

    Beam

    Over

    Ste

    el

    Beam

    Over

    Ste

    el

    Beam

    Over

    Ste

    el

    Beam

    Over

    Ste

    el

    Beam

    Over

    Ste

    el

    Beam

    Over

    Steel Beam Over

    Steel Beam Over

    Steel Beam Over

    Steel Beam Over

    Steel Beam Over

    SteelColumn

    SteelColumn

    SteelColumn

    SteelColumn

    SteelColumn

    SteelColumn

    S-0

    3 B

    uild

    ing S

    ection

    S-01 Building Section

    S-02 Building Section

    S-0

    4 B

    uild

    ing S

    ection

    Nominal 14mm Corten Steel cladding finish22mm Plywood backing for cladding50mm SW treated counter battensWaterproof membrane,22mm Plywood OSB,160mm Clear Timber frame,22mm Plywood OSB,Waterproof membrane,50mm SW treated counter battens,22mm Plywood backing forNominal 14mm Corten Steel cladding finish

    15mm Gypsum based wall board,15mm Gypsum based wall board,50mm SW treated counter battensproviding clear service void,Vapour control layer,250mm Timber frame with250mm Insulation wool between,22mm Plywood OSB,Waterproof membrane,38mm SW treated counter battens,22mm Plywood backing forNominal 14mm Corten Steel cladding finish

    External Wall - Corten Steel Timber Frame

    External Wall - Zinc Cladding Timber Frame

    15mm Gypsum based wall board,15mm Gypsum based wall board,38mm SW treated counter battensproviding clear service void,Vapour control layer,200mm Timber frame with200mm Insulation wool between,22mm Plywood OSB,Waterproof membrane,50mm SW treated counter battens,22mm Plywood backing forNominal 14mm Corten Steel cladding finish

    External Wall - Corten Steel Timber Frame

    15mm Gypsum based wall board,15mm Gypsum based wall board,50mm SW treated counter battensproviding clear service void,Vapour control layer,250mm Timber frame with250mm Insulation wool between,22mm Plywood OSB,Waterproof membrane,50mm SW treated counter battens,22mm Plywood backing forNominal 14mm Corten Steel cladding finish

    External Wall - Zinc Cladding Timber Frame

    15mm Gypsum based wall board,15mm Gypsum based wall board,50mm SW treated counter battensproviding clear service void,Vapour control layer,330mm Timber frame with330mm Insulation wool between,22mm Plywood OSB,Waterproof membrane,50mm SW treated counter battens,22mm Plywood backing forNominal 14mm Corten Steel cladding finish

    External Wall - Zinc Cladding Timber Frame

    15mm Gypsum based wall board,15mm Gypsum based wall board,50mm SW treated counter battensproviding clear service void,Vapour control layer,260mm Timber frame with260mm Insulation wool between,22mm Plywood OSB,Waterproof membrane,50mm SW treated counter battens,22mm Plywood backing forNominal 14mm Corten Steel cladding finish

    External Wall - Zinc Cladding Timber Frame

    15mm Gypsum based wall board,15mm Gypsum based wall board,50mm SW treated counter battensproviding clear service void,Vapour control layer,300mm Timber frame with300mm Insulation wool between,22mm Plywood OSB,Waterproof membrane,50mm SW treated counter battens,22mm Plywood backing forNominal 14mm Corten Steel cladding finish

    External Wall - Zinc Cladding Timber Frame

    Data Centre - Above Ground Wall Styles

    Internal Wall - Painted Finish

    Internal Wall - Painted Finish

    Internal Wall - Painted Finish

    15mm Gypsum based wall boards,120mm Timber studs with120mm Sound insulation wool between,15mm Gypsum based wall boards

    15mm Gypsum based wall boards,120mm Timber studs,15mm Gypsum based wall boards

    100mm Timber studs,15mm Gypsum based wall boards

    Nominal 376mm Load-Bearing Wall

    Nominal 376mm Load-Bearing Wall

    Nominal 438mm Load-Bearing Wall

    Nominal 438mm Load-Bearing Wall

    Nominal 443mm Load-Bearing Wall

    Nominal 483mm Load-Bearing Wall

    Nominal 520mm Load-Bearing Wall

    Technical Drawing 1:100

    All dimensions to gridlines are to centre lines of walls

    mnless otherwise stated.

    All dimensions are to strmctmre mnless otherwise stated.

    All boxed dimensions are to steel strmctmre from wall

    strmctmre.

    All flat ro of surfaces to e sure  a  i i u   fall of 1:40

    towards the ginen direc o  o  the pla .

    Proposed Second Floor Plan

  • GSEducationalVersion

    Nominal 14mm Corten Steel cladding finish22mm Plywood backing for cladding50mm SW treated counter battensWaterproof membrane,22mm Plywood OSB,160mm Clear Timber frame,22mm Plywood OSB,Waterproof membrane,50mm SW treated counter battens,22mm Plywood backing forNominal 14mm Corten Steel cladding finish

    15mm Gypsum based wall board,15mm Gypsum based wall board,50mm SW treated counter battensproviding clear service void,Vapour control layer,250mm Timber frame with250mm Insulation wool between,22mm Plywood OSB,Waterproof membrane,38mm SW treated counter battens,22mm Plywood backing forNominal 14mm Corten Steel cladding finish

    External Wall - Corten Steel Timber Frame

    External Wall - Zinc Cladding Timber Frame

    15mm Gypsum based wall board,15mm Gypsum based wall board,38mm SW treated counter battensproviding clear service void,Vapour control layer,200mm Timber frame with200mm Insulation wool between,22mm Plywood OSB,Waterproof membrane,50mm SW treated counter battens,22mm Plywood backing forNominal 14mm Corten Steel cladding finish

    External Wall - Corten Steel Timber Frame

    15mm Gypsum based wall board,15mm Gypsum based wall board,50mm SW treated counter battensproviding clear service void,Vapour control layer,250mm Timber frame with250mm Insulation wool between,22mm Plywood OSB,Waterproof membrane,50mm SW treated counter battens,22mm Plywood backing forNominal 14mm Corten Steel cladding finish

    External Wall - Zinc Cladding Timber Frame

    15mm Gypsum based wall board,15mm Gypsum based wall board,50mm SW treated counter battensproviding clear service void,Vapour control layer,330mm Timber frame with330mm Insulation wool between,22mm Plywood OSB,Waterproof membrane,50mm SW treated counter battens,22mm Plywood backing forNominal 14mm Corten Steel cladding finish

    External Wall - Zinc Cladding Timber Frame

    15mm Gypsum based wall board,15mm Gypsum based wall board,50mm SW treated counter battensproviding clear service void,Vapour control layer,260mm Timber frame with260mm Insulation wool between,22mm Plywood OSB,Waterproof membrane,50mm SW treated counter battens,22mm Plywood backing forNominal 14mm Corten Steel cladding finish

    External Wall - Zinc Cladding Timber Frame

    15mm Gypsum based wall board,15mm Gypsum based wall board,50mm SW treated counter battensproviding clear service void,Vapour control layer,300mm Timber frame with300mm Insulation wool between,22mm Plywood OSB,Waterproof membrane,50mm SW treated counter battens,22mm Plywood backing forNominal 14mm Corten Steel cladding finish

    External Wall - Zinc Cladding Timber Frame

    Data Centre - Above Ground Wall Styles

    Internal Wall - Painted Finish

    Internal Wall - Painted Finish

    Internal Wall - Painted Finish

    15mm Gypsum based wall boards,120mm Timber studs with120mm Sound insulation wool between,15mm Gypsum based wall boards

    15mm Gypsum based wall boards,120mm Timber studs,15mm Gypsum based wall boards

    100mm Timber studs,15mm Gypsum based wall boards

    Nominal 376mm Load-Bearing Wall

    Nominal 376mm Load-Bearing Wall

    Nominal 438mm Load-Bearing Wall

    Nominal 438mm Load-Bearing Wall

    Nominal 443mm Load-Bearing Wall

    Nominal 483mm Load-Bearing Wall

    Nominal 520mm Load-Bearing Wall

    E- 01 South Elevation

    E- 02 North Elevation

    E-0

    3 E

    ast

    Ele

    vation

    E-0

    4 W

    est E

    levation

    Steel Structure Over

    Zinc Finish To Roof Under

    Zinc Finish To Roof Under

    Steel Structure Over

    Steel Structure Over

    Zinc Finish To Roof Under

    Steel Structure Over

    Steel Structure Over

    Zinc Finish To Roof Under

    Zinc Finish To Roof

    Zinc Finish To Roof

    Steel Reinforced Concrete Retaining Wall

    Pontoon dock to be extended in accordance with site plan.Steel reinforced concrete retaining wall to water’s edge with provisions for inlet

    water filtration unit to supply filtered, cold water to the data centre.Refer to site plan for design and specification.

    Steel Structure OverSteel Structure Over

    Green Roofing Finish To East Entrance

    Green Roofing Finish To West Entrance

    Steel Structure To Structural EngineersDesign And Specification

    Steel Structure Over

    Shallow Waterways To Landscape

    Shallow Waterways To Landscape

    Shallow Waterways To Landscape

    Shallow Waterways To Landscape

    Shallow Waterways To Landscape

    Steel Structure OverSteel Structure Over

    Steel Structure OverSteel Structure Over

    Steel Structure OverSteel Structure Over

    Dot Dash Outline Denotes The Maximum Proposed BuildingOutline From The Proposed Masterplan

    Steel Structure To Structural EngineersDesign And Specification

    A

    A

    B

    B

    E

    E

    J

    J

    K

    K

    L

    L

    M

    M

    N

    N

    C

    C

    F

    F

    I

    I

    G

    G

    D

    D

    H

    H

    C C

    D D

    E E

    G G

    A A

    F F

    B B

    S-0

    3 B

    uild

    ing S

    ection

    S-01 Building Section

    S-02 Building Section

    S-0

    4 B

    uild

    ing S

    ection

    Nom

    inal 1:4

    0 F

    all

    Nom

    inal 1:4

    0 F

    all

    Nom

    inal 1:4

    0 F

    all

    Nom

    inal 1:4

    0 F

    all

    Nom

    inal 1:4

    0 F

    all

    Nom

    inal 1:4

    0 F

    all

    Nom

    inal 1:4

    0 F

    all

    Nom

    inal 1:4

    0 F

    all

    Nom

    inal 1:4

    0 F

    all

    Nom

    inal 1:4

    0 F

    all

    Nom

    inal 1:4

    0 F

    all

    Nom

    inal 1:4

    0 F

    all

    Nom

    inal 1:4

    0 F

    all

    Nom

    inal 1:4

    0 F

    all

    Nom

    inal 1:4

    0 F

    all

    Nom

    inal 1:4

    0 F

    all

    12,124 5,382 5,500 1,014 3,098 3,388 5,000 7,612 2,397 7,000 4,594 5,391 17,124

    6,5

    38

    7,6

    02

    3,0

    18

    8,3

    70

    1,1

    24

    8,0

    00

    17,1245,3914,5947,0002,3977,6125,0003,3883,0981,0145,5005,38212,124

    1,0871,5001,5001,5007,3001,5002,7005,0005,00052,124

    14,14129,5135,9332,50010,50011,6245,000

    17,8

    08

    4,0

    00

    16,6

    24

    10,3

    76

    2,5

    00

    3,3

    76

    17,5

    24

    27,3

    06

    8,9

    99

    1,5

    03

    11,0

    00

    7,6

    80

    15,7

    20

    24,624 1,500 5,250 1,500 1,500 1,500 1,500 1,500 1,500 1,500 1,250 2,500 6,500 5,000 5,000 2,700 1,500 1,500 1,500 1,500 1,500 6,887

    5,1105,7556,2229064,0945,0006,5002,50013,5002,50010,5004,87611,748

    Steel Structure OverSteel Structure Over

    Steel Structure OverSteel Structure Over

    Steel Structure Over

    Steel Structure Over Steel Structure Over

    Steel Structure Over Steel Structure Over

    Steel Structure OverSteel Structure Over

    Steel Structure Over

    Steel Structure Over Steel Structure Over

    Steel Structure OverSteel Structure Over

    Technical Drawing 1:100

    All dimensions to gridlines are to centre lines of walls

    mnless otherwise stated.

    All dimensions are to strmctmre mnless otherwise stated.

    All boxed dimensions are to steel strmctmre from wall

    strmctmre.

    All flat ro of surfaces to e sure  a  i i u   fall of 1:40

    towards the ginen direc o  o  the pla .

    Proposed Roof Plan

  • GSEducationalVersion

    N M L K J I H G F E D C B A17,124 5,391 4,594 7,000 2,397 7,612 5,000 3,388 3,098 1,014 5,500 5,382 12,124

    East Axis Landscape Park West Axis Landscape Park

    A B C D E F G H I J K L M N12,124 5,382 5,500 1,014 3,098 3,388 5,000 7,612 2,397 7,000 4,594 5,391 17,124

    East Axis Landscape ParkWest Axis Landscape Park

    G F E D C B A8,000 1,124 8,370 3,018 7,602 6,538

    A B C D E F G6,538 7,602 3,018 8,370 1,124 8,000

    Data Centre - Glazing Styles Legend

    Critical Glazing

    Obscure Glazing

    All critical glazing to ensure toughenedouter and laminated inner pane.Refer to elevations for locations of variousglazing.

    All obscure glazing to ensure minimumlevel 3 obscurity.Refer to elevations for locations of variousglazing.

    Refer to elevations for areas of glazing considered to be bothcritical and obscure

    Technical North Elevation 1:100

    Technical South Elevation 1:100

    Technical East Elevation 1:100 Technical West Elevation 1:100

    All dimensions to gridlines are to centre lines of walls unless

    otherwise stated.

    All dimensions are to structure unless otherwise stated. All

    boxed dimensions are to steel structure from wall structure.

  • GSEducationalVersion

    G F E D C B A

    Detail 05

    Detail 04

    Detail 05

    Detail 04

    8,000 1,124 8,370 3,018 7,602 6,538

    Fire Protected Corridor

    Fire Protected Corridor

    Fire Protected Corridor

    Fire Protected Corridor

    Private Circulation Stair Core

    1100mm Handrail From FFL

    1100mm Handrail From FFL

    1100mm Handrail From FFL

    1100mm Handrail From FFL

    1100mm Handrail From FFL

    1,1

    00

    3,4

    00

    1,1

    00

    3,4

    00

    1,1

    00

    1,6

    50

    1,1

    00

    1,6

    50

    1,1

    00

    1,6

    50

    1,1

    00

    3,9

    88

    Private Circulation Lift Core

    Private Circulation Lift Core

    External ServiceRiser

    A B C D E F G H I J K L M N

    Detail 02

    Detail 03

    Detail 04

    Detail 05

    Detail 08

    Detail 04

    Detail 03

    Detail 09

    Detail 07

    12,124 5,382 5,500 1,014 3,098 3,388 5,000 7,612 2,397 7,000 4,594 5,391 17,124

    East Axis Landscape ParkWest Axis Landscape Park

    Data Centre Power GenerationTurbine (02 of 03)

    Data Centre Power GenerationTurbine (01 of 03)

    Data Centre Power GenerationTurbine (03 of 03)

    Double Height Space

    Negative Space Under Building Private Circulation Stair Core

    Private Circulation Lift Core

    Fire Protected Landing The Data Corridor

    Detail 01

    N M L K J I H G F E D C B A

    Detail 02

    Detail 03

    Detail 04

    Detail 05

    Detail 08

    Detail 03

    Detail 04

    Detail 07

    17,124 5,391 4,594 7,000 2,397 7,612 5,000 3,388 3,098 1,014 5,500 5,382 12,124

    East Axis Landscape Park West Axis Landscape Park

    Private Circulation Stair Core

    Private Circulation Lift Core

    Negative Space Under Building

    A B C D E F G

    Detail 03

    Detail 05

    Detail 08

    Detail 08

    Detail 05

    6,538 7,602 3,018 8,370 1,124 8,000

    Detail 06

    Data Centre - Glazing Styles Legend

    Critical Glazing

    Obscure Glazing

    All critical glazing to ensure toughenedouter and laminated inner pane.Refer to elevations for locations of variousglazing.

    All obscure glazing to ensure minimumlevel 3 obscurity.Refer to elevations for locations of variousglazing.

    Refer to elevations for areas of glazing considered to be bothcritical and obscure

    Technical Drawings 1:100

    Technical Drawing 1:100

    Technical Drawing 1:100

    Technical Drawing 1:100

    All dimensions to gridlines are to centre lines of walls unless

    otherwise stated.

    All dimensions are to structure unless otherwise stated. All

    boxed dimensions are to steel structure from wall structure.

  • GSEducationalVersion

    Data Centre - Site Plan Legend

    Waterways

    Hatch denotes all area of landscape toinclude a waterway/dock water finish.

    Hatch denotes all area of landscape toinclude a soft landscape grass finish.

    Grass

    Hatch denotes all area of landscape toinclude a primary hardstanding pavingfinish.

    Paving

    GeneralHardstanding

    Hatch denotes all area of landscape toinclude a secondary hardstanding pavingfinish.

    Boat Piers

    Hatch denotes all area of landscape toinclude a primary hardstanding timber boatpier finish.

    Object denotes all area of landscape toinclude a row of low level shrubs to thelandscaped finish.

    Object denotes all area of landscape toinclude medium to high level trees to thelandscaped finish.

    Proposed Negative SpaceProposed Negative SpaceWest Axis Landscape Park

    Shallow Waterways To Landscape

    Shallow Waterways To Landscape

    South Facing Front Landscaped Area

    South Facing Front Landscaped Area

    Data Landscape Park Dock

    South Facing Front Landscaped Area

    Pontoon dock to be extended in accordance with site plan.Steel reinforced concrete retaining wall to water’s edge with

    provisions for inletwater filtration unit to supply filtered, cold water to the data centre.

    Refer to site plan for design and specification.

    Pontoon dock extension to include proposed marinain accordance with site plan

    Shallow Waterways To Landscape

    Proposed Connection From Thames Barrie Park To Royal Docks

    D Silo Landscape Dock

    Proposed Connection From Thames Barrie Park To Royal Docks

    Proposed Connection From Thames Barrie Park To Royal Docks

    D Silo Landscape Dock (North)

    D Silo Landscape Dock (South)

    West Axis Landscape Park

    South Facing Front Landscaped Area

    Steel Structure Over

    Steel Structure Over

    Steel Structure Over

    Steel Structure Over

    Steel Structure Over

    Steel Structure Over

    Spillers Millennium Mills To The North

    Trees to the west site boundary to bedense ensuring acoustic and visual

    barrier to adjacent domestic housing

    Trees to the west site boundary to bedense ensuring acoustic and visual

    barrier to adjacent domestic housing

    13 x 192 = 2,500

    14

    15

    16

    17

    18

    19

    20

    21

    22

    23

    24

    25

    26

    15 x 183 = 2,750

    1 2 3 4 5 6 7 8 9

    10

    11

    12

    13

    14

    15

    Existing Building - D Silo

    Steel Structure Over Head

    Steel Structure Over Head

    Steel Structure Under Foot

    Steel Structure Under Foot

    Technical Drawing 1:200

    Proposed Site Plan

  • GSEducationalVersion

    Data Centre - Site Plan Legend

    Waterways

    Hatch denotes all area of landscape toinclude a waterway/dock water finish.

    Hatch denotes all area of landscape toinclude a soft landscape grass finish.

    Grass

    Hatch denotes all area of landscape toinclude a primary hardstanding pavingfinish.

    Paving

    GeneralHardstanding

    Hatch denotes all area of landscape toinclude a secondary hardstanding pavingfinish.

    Boat Piers

    Hatch denotes all area of landscape toinclude a primary hardstanding timber boatpier finish.

    Object denotes all area of landscape toinclude a row of low level shrubs to thelandscaped finish.

    Object denotes all area of landscape toinclude medium to high level trees to thelandscaped finish.

    Proposed Negative Space Proposed Data BridgeProposed Negative Space Proposed Positive SpaceWest Axis Landscape Park

    East Axis Landscape Park

    Shallow Controlled Water Intake For ThermalHeat Exchange Within Data Centre

    Shallow Controlled Water Intake For ThermalHeat Exchange Within Data Centre

    Shallow Waterways To Landscape

    Shallow Waterways To Landscape

    South Facing Front Landscaped Area

    South Facing Front Landscaped Area Shallow Controlled Overflow Pool South Facing Front Landscaped Area

    Data Landscape Park Dock

    South Facing Front Landscaped Area

    Shallow Waterways To Landscape

    South Facing Front Landscaped Area

    Access From East PhasesRefer To Masterplan For Design & Specification

    Access From East PhasesRefer To Masterplan For Design & Specification

    Staff Parking Facilities

    Disabled Parking Facilities

    Pontoon dock to be extended in accordance with site plan.Steel reinforced concrete retaining wall to water’s edge with

    provisions for inletwater filtration unit to supply filtered, cold water to the data centre.

    Refer to site plan for design and specification.

    Pontoon dock to be extended in accordance with site plan.Steel reinforced concrete retaining wall to water’s edge with

    provisions for inletwater filtration unit to supply filtered, cold water to the data centre.

    Refer to site plan for design and specification.

    Pontoon dock extension to include proposed marinain accordance with site plan

    Existing Pontoon dock to remain largely as existing

    Shallow Waterways To Landscape

    Proposed Connection From Thames Barrie Park To Royal Docks

    D Silo Landscape Dock

    Proposed Connection From Thames Barrie Park To Royal Docks

    Proposed Connection From Thames Barrie Park To Royal Docks

    Steel Structure Over

    Steel Structure Over

    26 x

    192 =

    5,0

    001

    2

    3

    4

    5

    6

    7

    8

    9

    10

    11

    12

    13

    14

    15

    16

    17

    18

    19

    20

    21

    22

    23

    24

    25

    26

    10 x

    200 =

    2,0

    00

    1

    2

    3

    4

    5

    6

    7

    8

    9

    10

    13 x 192 = 2,500

    14

    15

    16

    17

    18

    19

    20

    21

    22

    23

    24

    25

    26

    10 x

    200 =

    2,0

    0012

    13

    14

    15

    16

    17

    18

    19

    20

    21

    15 x 183 = 2,750

    1 2 3 4 5 6 7 8 9

    10

    11

    12

    13

    14

    15

    Steel Structure Over Head

    Steel Structure Over Head

    Steel Structure Under Foot

    Steel Structure Under Foot

    Technical Drawing 1:200

    Proposed Site Plan


Recommended