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