MArch 2019 SM1_AAT_Danqing Zhu_University of Melbourne 2020 SM2

1

Stage of Assignment One

Stage of Assignment One

Stage of Assignment One

Elevation One

Elevation Two

Elevation Three

Elevation One

Elevation One

Elevation Two

E

Elevation Three

Elevation Four

PHYSICAL MODEL A3

PHYSICAL MODEL 1:500 A3

3

Stage of Assignment One

Stage of Assignment One

Elevation One

Elevation One Elevation Two

Elevation Two Elevation Three

Elevation Three

PHYSICAL MODEL 1:500 A3

Elevation Four

Elevation Four

PHYSICAL MODEL 1:500 A3

3

4

5 ALUMINIUM FRAME GLAZING SUITE WITH CONCEALED MULLIONS. GLASS TYPE VARIES. REFER TO ELEVATION FOR DETAILS

STRUCTURAL CONCRETE BEAMS SHOWN DASHED BELOW

THROUGH-COLOUR CFC CLADDING ON TOPHAT SECTIONS FIXED BACK TO CONCRETE COLUMN. REFER CD1 IN SCHEDULE

THROUGH-COLOUR CFC CLADDING ON TOPHAT SECTIONS FIXED TO WELDED 50x50 SHS FRAME. REFER CD1 IN SCHEDULE

JOCKEY SASH MECHANICAL LOUVRE SYSTEM WITH OPERABLE PANEL TO INTERNAL FACE OF CURTAIN WALL. REFER TO LV1 IN SCHEDULE

03

ALUMINIUM CURTAIN WALL SYSTEM WITH CONCEALED MULLIONS. GLASS TYPE VARIES. REFER TO ELEVATION FOR DETAILS

SHS FRAME FIXED TO CONCRETE COLUMN WITH STEAL CLEATS

JOCKEY SASH MECHANICAL LOUVRE SYSTEM WITH OPERABLE PANEL TO INTERNAL FACE OF CURTAIN WALL. REFER TO LV1 IN SCHEDULE

01

A4.2

A4.2

01 5.2

COMPOSITE STEEL CONCRETE MEGA COLUMN TO STRUCTURAL ENGINEER'S SPECIFICATIONS

B THROUGH-COLOUR CFC CLADDING ON TOPHAT SECTIONS FIXED BACK TO CONCRETE COLUMN. REFER CD1 IN SCHEDULE NOM. 500x 500 POWDERCOATED STEEL CLEAT TO FIX FEATURE FACADE BRACING FINISH: PC1 FEATURE DIAGONAL BRACING TO FACADE FIXED TO STRUCTURE WITH STEEL CLEAT

N

ALUMINIUM CURTAIN WALL SYSTEM WITH CONCEALED MULLIONS. GLASS TYPE VARIES. REFER TO ELEVATION FOR DETAILS THROUGH-COLOUR CFC CLADDING ON TOPHAT SECTIONS FIXED BACK TO CONCRETE COLUMN. REFER CD1 IN SCHEDULE

STAINED TIMBER FLOORING ON COUNTERBATTENS. REFER TO TD1 IN SCHEDULE

THROUGH-COLOUR CFC CLADDING ON TOPHAT SECTIONS FIXED BACK TO CONCRETE COLUMN. REFER CD1 IN SCHEDULE

CONCRETE COLUMN TO STRUCTURAL ENGINEER'S SPECIFICATIONS

TYP. FLOOR FACADE SETOUT PLAN 1:50

01 -

03

4

5

A4.2

B

8,100

2,700

6,075

1,350

CONCRETE BAND BEAM 200mm THICK LYSAGHT BONDEK COMPOSITE SLAB

45

50

1,120

1,215

1,215

1,215

1,120

50

45

45

50

1,255

1,350

STAINED TIMBER FLOORING ON COUNTERBATTENS REFER TD1

1,350

02 5.2

SP

SP

SP

SP

C1

SP

SP

SP

SP

THICKENED SLAB EDGE

THROUGH-COLOUR CFC CLADDING ON TOPHAT SECTIONS FIXED BACK TO CONCRETE COLUMN. REFER CD1 IN SCHEDULE

THERMAL INSULATION. REFER XT1 NOM. 400x900 CONCRETE EDGE BEAM

GLO2

GLO2

GLO2

GLO2

MT

MT

MT

MT

MT

GLO2

GLO2

GLO2

MT

MT

MT

TOUGHENED GLASS SPANDREL PANEL REFER GL02 IN SCHEDULE

NOM. 200x175 POWDERCOATED ANGLE CLEAT TO FIX SHS FRAME FOR CHEVRON LOUVRES

FIXED WEATHERPROOFING LOUVRES BEHIND COMPOSITE STEEL CONCRETE MEGA COLUMN SHOWN DASHED BEHIN

POWDERCOATED SHS FRAME BEYOND TO SUPPORT LOUVRES

FIXED WEATHERPROOFING LOUVRES BEHIND

2,470

GLO2

SFL

1,400

MC1

300

FIXING BRACKET RECESSED INTO SLAB AND INFILLED

CFC PANEL LAYOUT TO ALIGN WITH CURTAIN WALL MULLIONS ADJACENT

MT1

MT1

MT1

MT1

MT1

MT1

MT1

MT1

MT

MT

MT

MT

MT

MT

MT

MT

8,000

POWDERCOATED PERFORATED METAL PANELS TO MECHANICAL FLOORS. REFER MT1 IN SCHEDULE

1,450

OVERCLAD CONCRETE COLUMN BEYOND POWDERCOATED PERFORATED METAL PANELS TO MECHANICAL FLOORS. REFER MT1 IN SCHEDULE MT1

MT1

MT1

MT1

MT1

MT1

MT1

MT1

MT

MT

MT

MT

MT

MT

MT

MT FIXED CHEVRON WEATHERPROOFING LOUVRES. REFER LV2 IN SCHEDULE

CONCRETE COLUMN SHOWN DASHED BEHIND

THROUGH-COLOUR CFC CLADDING ON TOPHAT SECTIONS FIXED BACK TO CONCRETE COLUMN. REFER CD1 IN SCHEDULE

2,630

POWDERCOATED PERFORATED METAL PANELS TO MECHANICAL FLOORS. REFER MT1 IN SCHEDULE

CONCRETE BAND BEAM 200mm THICK LYSAGHT BONDEK COMPOSITE SLAB

MT1

MT1

MT1

MT1

MT1

MT1

MT1

SP

SP

SP

SP

SP

SP

SP

SP

SFL

CAVITY THICKENED SLAB EDGE

300

MT1

02 5.2

CONCRETE UPSTAND WITH FLASHING OVER FOR WATER RUN OFF

1,450

THERMAL INSULATION. REFER XT1 TOUGHENED GLASS SPANDREL PANEL REFER GL02 GLO2

GLO2

GLO2

VP

VP

VP

VP

VP

GLO2

GLO2

GLO2

VP

VP

VP

MECHANICAL LOUVRES BEHIND LV1

BLIND PELMET SUSPENDED PLASTERBOARD CEILING. REFER PB1 IN SCHEDULE

4,000

GLO2

TOUGHENED GLASS VISION PANEL REFER GL01

MECHANICAL LOUVRES BEHIND LV1

INTEGRATED MECHANICAL LOUVRES BETWEEN GLAZING PANES. REFER LV1

2,610

GLO2

JOCKEY SASH GLAZING SYSTEM

GLO1

GLO1

GLO1

GLO1

GLO1

GLO1

GLO1

GLO1

SP

SP

SP

SP

SP

SP

SP

SP

STAINED TIMBER FLOORING ON COUNTERBATTENS REFER TD1

SFL

STACK JOINT FIXING BRACKET RECESSED INTO SLAB AND INFILLED

1,450

THICKENED SLAB EDGE THERMAL INSULATION REFER XT1

CD1

GLO2

GLO2

GLO2

GLO2

GLO2

GLO2

CD1

GLO2

TOUGHENED GLASS SPANDREL PANEL REFER GL02

GLO2

NOM. 400x900 CONCRETE EDGE BEAM SUSPENDED PLASTERBOARD CEILING. REFER PB1 IN SCHEDULE

02 -

TYP. FLOOR/MECHANICAL FLOOR ELEVATION 1:50

03 -

KEY FACADE MATERIALS

CD1 - COLUMN CLADDING

D K T

GSEducationalVersion

TYP. FLOOR/MECHANICAL FLOOR WALL SECTION 1:50

MATERIALS & FINISHES SCHEDULE

MT1 - PERFORATED METAL

GL02 - SPANDREL PANEL

ADDITIONAL ASSEMBLIES

CODE

SPECIFICATION

CODE

SPECIFICATION

CODE

SPECIFICATION

AL1

ALUMINIUM CURTAIN WALL - AWS Series 606 Frontglaze* Frame - Frame Dimensions: 150x50 with concealed mullions to external face - Finish: PVDF - Colour: 'Bright Silver Metallic'

LV1

MECHANICAL LOUVRES - AWS Series 606 Frontglaze* Frame with integrated Jockey Sash system to internal face - Frame Dimensions: 150x50 - Hinged and operable jockey sash panel to allow for maintenace

PB1

SUSPENDED PLASTERBOARD CEILING - Boral Skyrock Classic Acoustical Panels - Thickness: 15mm - Colour: Flat White - Rondo KEY-LOCK® Concealed Suspended Ceiling System

CD1

COLUMN CLADDING - Equitone Through-colour CFC cladding panels - Product Code: Tectiva TE-20 - Thickness: 12mm - Build-up: 35 tophat sections fixed to structural columns

LV2

TD1

INTERNAL TIMBER FLOORING - Stained Tas Oak Timber flooring planks - Thickness: 19mm - Build-up: Hardwood pine timber counterbattens, packed out to align flush with facade glazing frame

GL01

TOWER GLAZING - Viridian SpectraSepharic* - Glass Thickness: 12mm - Colour: Shallow Sea - Clear

FIXED WEATHERPROOFING LOUVRES - Louvreclad Cascade Series* Chevron Louvres - 62.5mm blade pitch - 50% open area - Extruded alumiminium - Finish: Powdercoated - Colour: Dulux Duralloy® 'Woodland Grey' Satin - Finish code: 2727255S

XT1

THERMAL INSULATION - Knauf Earthwool External Batt - Product Code: 2438629 - Thickness: 75mm - R-Value: 2.0 HD

XT2

THERMAL INSULATION - Knauf Earthwool Ceiling Batt - Product Code: 2437530 - Thickness: 125mm - R-Value: 2.5

PA1

PAINT FINISH - Paint finish to internal Plasterboard ceiling and walls throughout, unless otherwise noted - Colour: Dulux 'White Duck' Semi-Gloss

GL01 - TOWER GLAZING

GL02

TOWER SPANDREL - Viridian SpectraSepharic* - Glass Thickness: 12mm - Colour: Pommell Blue - Clear

GL04

TOWER GLAZING - Clear vision panel to louvre system (LV1) - Viridian SpectraSepharic* - Glass Thickness: 12mm - Colour: White Snow - Clear

MT1

PC1

PERFORATED METAL PANEL - Locker Group Perforated steel metal sheet - Product Code: R06451 - Open Area: 51% - Finish: Powdercoated - Colour: Dulux Alphatec* 'Pommell Blue' Gloss to match Spandrel glazing - Finish code: 98451034 POWDERCOAT FINISH - Powdercoat finish to all exposed steel angles, trims and flashing - Colour: Dulux Duralloy 'Wallaby' Satin

NOTE: ONLY MATERIALS APPLICABLE TO THE TOWER FACADE HAS BEEN INCLUDED. ALL EXPOSED STEEL STRUCTURE TO BE APPLIED WITH INTUMESCENT PAINT FOR FIRE REFER TO DRAWINGS A4.1 AND A4.3 FOR PODIUM AND CROWN MATERIALS AND FINISHES PROOFING

ABPL90118

Applied Architectural Technology Subject Coordinator: Dr Giorgio Marfe Tutor: Dr Mark Lam

ASSIGNMENT NO.

DATE OF SUBMISSION

GROUP MEMBERS:

Assignment 1

23.03.2019

Danqing Zhu

1032747

Assignment 2

06.04.2019

Ka Wing Karen Tsui

657638

Assignment 3

20.04.2019 11.05.2019

Thi Le

290563

Assignment 4 Assignment 5

DRAWING TITLE:

DRAWING SCALE:

TYPICAL FLOOR AND MECHANICAL FLOOR SETOUT 1:50 @ A2

COMMENTS:

DRAWING NUMBER:

A 4.2

6

5 PRE FABRICATED C-SECTIONS 200 PFC

5 DEGREE FALL

ANGLE 300x200 13MM THK TOPHAT 35 LYSAGHT® SPANDEK STEEL COLORBOND Basalt 24MM THK MEGA BEAM 2700x2700 SP

SP

SP

SP

SP

SP

SP

SP

1 A5.3

FIXED L BRACKET PRE FABRICATED C-SECTIONS 200 PFC

VP

VP

VP

VP

VP

VP

VP

VP

SPANDREL PANEL W LITHO® PHOTOVOLTAIC TOUGHEN GLASS VISION PANEL VIRIDIAN SPECTRA SEPHARIC® 12MM THK

OVERCLADED MEGA COLUMN 2700x2700

UNIVERSAL BEAM COATED W EQUITONE TECTIVA TE-20 12M THK TO STRUCTURAL ENGINEERS SPECIFICATION VP VP

VP

VP

VP

VP

VP

VP

2 A5.3

TOUGHEN CLEAR GLASS VISION PANEL VIRIDIAN SPECTRA SEPHARIC® SHALLOW SEA 12MM THK

STEEL FRAMEWORK TO ANCHOR CLADDING SYSTEM

VP

VP

VP

VP

VP

VP

VP

VP

VP VP

VP

VP

VP

FIXED L BRACKET ANCHORED TO ALUMINUM MULLION

VP

CONCRETE MED WHITE PAVER 495x495x40 2MM THK ALUMINIUM FLASHING POLYSTER COATED SP

SP

300x300 CONCRETE HOB FIXED BRACKET RECESSED INTO SLAB

3 A5.3

4 A5.3

NOM. 400x900 CONCRETE EDGE BEAM DRAINAGE 90MM DIAMETER

CROWN PARTIAL ELEVATION 1:50

2 A4.3

2 A4.3

1 A4.3

CONCRETE MED WHITE PAVER 495x495x40 GLAZING BALUSTRADE

CROWN PARTIAL SECTION 1:50

CROWN MAINTENANCE ACCESS BMU-TELESCOPIC JIB FIXED FOUNDATION MAX OUTREACH: 30M RETRACTING BACK TO THE CROWN WHEN NOT OPERATED N

UNIVERSAL COLUMN COATED W EQUITONE TECTIVA TE-20 12M THK TO STRUCTURAL ENGINEERS SPECIFICATION STEEL FRAMEWORK TO ANCHOR CLADDING SYSTEM

CROWN PLAN

5 A4.3

CROWN PERSPECTIVE NOT TO SCALE

2 A4.3

BMU-TELESCOPIC JIB FIXED FOUNDATION MAX OUTREACH: 30M RETRACTING BACK TO THE CROWN WHEN NOT OPERATED

4 A4.3

5 A5.3

SP

SP

SHS FRAME FIXED TO CONCRETE COLUMN W STEEL CLEATS

N

3 A4.3

CROWN PARTIAL PLAN

1:50 CROWN SETOUT

1:50 @A2

1:1000

B

5 RIGID INSULATION FIXED TO UNDERSIDE OF COMPOSITE SLAB 200mm THICK LYSAGHT BONDEK COMPOSITE SLAB

5

25 COUNTERBATTENS PACKED OUT TO CONCEAL CURTAIN WALL PACKER JOINT

SILICONE BEAD CONTROL JOINT

INTEGRATED JOCKEY SASH MECHANICAL LOUVRES BETWEEN GLAZING PANES. REFER LV1 CLEAR GLAZING. REFER GL04

SHS BRACING MEMBER TO STRUCTURAL ENGINEER'S SPECIFICATIONS

COUNTERBATTENS ON SLAB FLOOR. PACK OUT AS REQUIRED TO MEET REQUIRED DEPTH STAINED TIMBER FLOORING REFER TD1

TOP HAT SECTIONS AT MAX 300 CENTRES

CLEAR GLAZING. REFER GL01 ALIGN

THROUGH-COLOUR CFC CLADDING ON TOPHAT SECTIONS FIXED TO WELDED 50x50 SHS FRAME. REFER CD1 IN SCHEDULE WELDED SHS FRAME TO SUPPORT CFC CLADDING FIXED BACK TO CONCRETE COLUMN

STACK JOINT CONCRETE INFILL TOUGHENED GLASS SPANDREL PANEL REFER GL02 IN SCHEDULE

300

STEEL FIXING BRACKET FOR CURTAIN WALL SYSTEM RECESSED INTO SLAB AND INFILLED

THICKENED SLAB EDGE THERMAL INSULATION. REFER XT1

STEAL CLEATS WITH BOLT CONNECTION TO COLUMN

SILICONE BEAD CONTROL JOINT

168

70

300

168

70

300

168

65

CONCRETE BAND BEAM

TOP HAT SECTIONS AT MAX 300 CENTRES

NOM. 400x900 CONCRETE EDGE BEAM

THROUGH-COLOUR CFC CLADDING ON TOPHAT SECTIONS FIXED TO WELDED 50x50 SHS FRAME. REFER CD1 IN SCHEDULE

POWDERCOATED 45 EQUAL ANGLE TO TRIM EDGE OF CFC CLADDING ALUMINIUM CURTAIN WALL FRAME GLASS TYPE VARIES. REFER TO ELEVATION AND SCHEDULE FOR DETAILS

NOM. 200x100 POWDERCOATED PFC TO FIX SHS FRAME FOR CHEVRON LOUVRES

JOCKEY SASH MECHANICAL LOUVRE SYSTEM WITH OPERABLE PANEL TO INTERNAL FACE OF CURTAIN WALL. REFER TO LV1 IN SCHEDULE GLASS TYPE VARIES. REFER TO ELEVATION AND SCHEDULE FOR DETAILS

PERFORATED METAL PANEL FIXED TO CURTAIN WALL FRAME WITH STRUCTURAL SILICON

ALIGN

THERMALLY SHIELED ALUMINIUM FIN TRANSOM

CONCEALED THERMALLY SHIELDED MULLION AS PART OF CURTAIN WALL SYSTEM

POWDERCOATED SHS FRAME BEYOND TO SUPPORT LOUVRES FIXED CHEVRON WEATHERPROOFING LOUVRES. REFER LV2 IN SCHEDULE POWDERCOATED PERFORATED METAL PANELS TO MECHANICAL FLOORS. REFER MT1 IN SCHEDULE

RHS FRAME FIXED TO CONCRETE COLUMN. PACK OUT AS REQUIRED TO EXPRESS CURTAIN WALL FRAME

JOCKEY SASH HINGE JOCKEY SASH LATCH

POWDERCOATED 45 EQUAL ANGLE TO TRIM EDGE OF CFC CLADDING

200mm THICK LYSAGHT BONDEK COMPOSITE SLAB

TOP HAT SECTIONS AT MAX 300 CENTRES

CEMENT SCREED WITH WATERPROOFING MEMBRANE LAID TO FALLS

THROUGH-COLOUR CFC CLADDING ON TOPHAT SECTIONS FIXED TO WELDED 50x50 SHS FRAME. REFER CD1 IN SCHEDULE

NOM. 200x100 POWDERCOATED ANGLE CLEAT TO FORM BOTTOM FRAME TO FIX SHS FRAME FOR CHEVRON LOUVRES PACK OUT WITH STEEL BATTENS AS REQUIRED TO CREATE FALL

TOP HAT SECTIONS AT MAX 300 CENTRES. EDGE TOP HATS TO BE FLIPPED TO SUPPORT CORNER EDGE OF CFC CLADDING

POWDERCOATED PERFORATED METAL PANELS TO MECHANICAL FLOORS. REFER MT1 IN SCHEDULE

35 TOP HAT SECTIONS FIXED TO CONCRETE COLUMN

CUSTOM FOLDED COLORBOND ZINCALUME FLASHING WRAPPED OVER UPSTAND AND BEHIND PERFORATED METAL PANEL FOR WATERPROOFING STACK JOINT CONCRETE INFILL

THROUGH-COLOUR CFC CLADDING ON TOPHAT SECTIONS FIXED BACK TO CONCRETE COLUMN. REFER CD1 IN SCHEDULE

TOUGHENED GLASS SPANDREL PANEL REFER GL02 IN SCHEDULE STEEL FIXING BRACKET FOR CURTAIN WALL SYSTEM RECESSED INTO SLAB AND INFILLED

COLUMN CLADDING AND CURTAIN WALL PLAN DETAIL 1:10

01 -

CAVITY

300

10

10mm EXPRESSED JOINT WITH RUBBER GASKET FIXED TO TOP HAT SECTION

ALIGN

CONCRETE UPSTAND WITH FLASHING OVER FOR WATER RUN OFF

THICKENED SLAB EDGE

THERMAL INSULATION. REFER XT1

THROUGH-COLOUR CFC CLADDING ON TOPHAT SECTIONS FIXED TO WELDED 50x50 SHS FRAME. REFER CD1 IN SCHEDULE

CONCRETE BAND BEAM

NOM. 400x900 CONCRETE EDGE BEAM

TOP HAT SECTIONS AT MAX 300 CENTRES

CEILING INSULATION. REFER XT2

POWDERCOATED 45 EQUAL ANGLE TO TRIM EDGE OF CFC CLADDING ALUMINIUM CURTAIN WALL FRAME

STEEL SUB-FRAMING TO FIX BLIND PELMET

ALIGN

ALIGN

PERFORATED METAL PANEL FIXED TO CURTAIN WALL FRAME WITH STRUCTURAL SILICONE POWDERCOATED CONTINUOUS 35 EQUAL ANGLE TRIM TO FRAME METAL PANEL

NOM. 145x42 HARDWOOD LVL BEAM TO SUPPORT BLIND PELMET

RHS FRAME FIXED TO CONCRETE COLUMN. PACK OUT AS REQUIRED TO EXPRESS CURTAIN WALL FRAME

EZYPELMET CONCEALED BLIND PELMET

ALUMINIUM CURTAIN WALL FRAME

ALIGN

STACK JOINT

CONCRETE COLUMN TO STRUCTURAL ENGINEER'S SPECIFICATIONS EXPRESSED RAW CONCRETE COLUMN TO INSIDE OF MECHANICAL FLOORS

RONDO P50 SHADOW GAP SUSPENDED PLASTERBOARD CEILING WITH TOPHAT SECTIONS. REFER PB1 IN SCHEDULE INTEGRATED JOCKEY SASH MECHANICAL LOUVRES BETWEEN GLAZING PANES. REFER LV1 CLEAR GLAZING. REFER GL04 CLEAR GLAZING. REFER GL01

POWDERCOATED SHS FRAME TO SUPPORT LOUVRES

FIXED CHEVRON WEATHERPROOFING LOUVRES TO MANUFACTURER'S SPECIFICATIONS. REFER LV2 IN SCHEDULE

225

80

TYP. FLOOR/MECHANICAL FLOOR SECTION DETAIL 1:10

03 -

N 02 -

D K T

GSEducationalVersion

ABPL90118

Applied Architectural Technology Subject Coordinator: Dr Giorgio Marfe Tutor: Dr Mark Lam

TYP. MECHANICAL FLOOR COLUMN CLADDING PLAN DETAIL 1:10 ASSIGNMENT NO.

DATE OF SUBMISSION

GROUP MEMBERS:

Assignment 1

23.03.2019

Danqing Zhu

1032747

Assignment 2

06.04.2019

Ka Wing Karen Tsui

657638

Assignment 3

20.04.2019 11.05.2019

Thi Le

290563

Assignment 4 Assignment 5

01.06.2019

DRAWING TITLE:

DRAWING SCALE:

TYPICAL FLOOR AND MECHANICAL FLOOR DETAILS 1:50 @ A2

COMMENTS:

DRAWING NUMBER:

A 5.2

ALUMINUM HANDRAIL HOLDER ALUMINUM GLAZING FRAME SEALANT TEMPERED GLASS 20MM THK TOPHAT 35

CUSTOM EXTRUSION

LYSAGHT® SPANDEK STEEL COLORBOND Basalt 24MM THK

ALUMINUM FRAME JUCTION BOX

MEGA BEAM 2700x2700

LITHO® PHOTOVOLTAIC 10MM THK

1 A5.3

PILLAR AT THE BACK 200X500 STEEL CLEAT 30MM THK

WATERPROOF MEMBRANE

FIXED L BRACKET

50X50 STEEL CLEAT

PRE FABRICATED C-SECTIONS 200 PFC

STEEL PROFILE

CAVITY

THERMAL INSULATION 50MM THK

ANCHOR

PARAPET DETAILED SECTION 1:10

D

TOPHAT 0.5MM THK C300 3MM THK EQUITONE THROUGH-COLOUR CFC CLADDING PANEL TECTIVA TE-20 12MM THK INNER SKIN 200X200 HOLLOW SECTION 9MM THK 700X130 FIXED BRACKET 12MM THK UNIVERSAL BEAM TO STRUCTURAL ENGINEERS SPECIFICATION

2 A5.3

BEAM CLADDING DETAIL 1:10

D

GLAZING BALSTRADE DETAIL 1:5

3 A5.3

WATERPROOF MEMBRANE

LUMINUM FLASHING PANEL POLYRSTER COATED 2MM THK

7MM ALUMINUM CAPPING POLYESTER COATED 1:40 FALL

STEEL COLUMN AT THE BACK

TOPHAT

PSVER SUPPORT VERSIPAVE GP BLACK POLYPROPYLENE DIA 162MM HEIGHT 95MM

CONCRETE MED WHITE PAVER 495x495x40

ALUMINUM GLAZING FRAME

DRAINAGE 90MM DIA

LITHO PHOTOVOLTAIC 300X300 CONCRETE HOB THERMAL INSULATION 75MM THK FIRE STOP 180MM DEPTH REINFORCED CONCRETE SLAB

CEMENT SCREED 50MM 1:100 FALL

STEEL BONDECK 1mm THK

NOM. 400x900 CONCRETE EDGE BEAM

4 A5.3

UNIVERSAL COLUMN CLAD W EQUITONE TECTIVA TE-20 12M THK TO STRUCTURAL ENGINEERS SPECIFICATION

CONCRETE SLAB DETAIL 1:10

PRE FABRICATED C-SECTIONS 200 PFC

FIXED BRACKET THERMAL INSULATION 50MM THK

CURTAIN WALL SUPPORTING SYSTEM FIXED L BRACKET

LITHO® PHOTOVOLTAIC 10MM THK

PHOTOVOLTAIC JUCTION BOX

5 A5.3

CROWN DETAIL

1:10/1:5 @A2

CURTAIN WALL DETAIL 1:5

A5.3