Mesh Double Skin Facade Design

DESIGNED FOR THE NORTH FACADE (EXCLUDING RETAIL FLOOR)

SARC 321

Project 3, Facade

Group 5

Berlin

Logan Kendall Scarlet Walker, Lucy Tomlinson

Guy Newton

Attention (not assignment based) Please open this document in adobe acrobat. To get to the window shown below, in the toolbar, select “edit” “preferences” or “menu” “preferences” depending on adobe acrobat version.

Then under page display please uptick “enhance thin lines”. This is due to the export of my line weights being very dark if not un-ticked Thank you!

Project Description: Office building proposed for Wellington site located in a high wind zone. Ground floor retail plus 8 office floors.

Assignment models the 8th floor plus roof

Wind zone:

Curtain Wall: The office floors are designed with a curtain wall seismic glazing system, partnering with Thermosash

Double Skin Facade: The office floors utlise a double skin facade, using Insol’s Fabreçade mesh system. The system is used on Wellingtons Xero Building located in a very high wind zone, making it compatible for a design on the border of a very high wind zone

Facade used on Xero Building in Wellignton, Insol

SITE INFORMATION WIND ZONE HIGH ADDRESS 2 -12 AITKEN STREET SOIL CLASSIFICATION D

SHEET INDEX NORTH FACADE ELEVATION

A401

ELEVATION, STRUCTURAL BAY

A402

ELEVATION, STRUCTURAL BAY

A201

CROSS SECTION, STRUCTURAL BAY

A403

PLAN, STRUCTURAL BAY

A404

PLAN, STRUCTURAL BAY

A501

SHEAR WALL TO CURTAIN WALL DETAIL

A501.1

SHEAR WALL TO CURTAIN WALL DETAIL

A503

8TH FLOOR SECTION

A503.1

8TH FLOOR SECTION

A504

PARAPET WALL SECTION

A901

3D ISOMETRIC FLOOR

A902

3D ISOMETRIC ROOF

A903

3D RENDERS

DRAWN BY

ISSUE

LOGAN KENDALL

ASSIGNMENT 3 FACADE

37200

25

A200

25

NAME

295 745

800

890

580

2880

5710

2790 675

1120

940

1900

2080

1070 1990

9300 grids

AIKEN ST

320

720

415

1160

970

153.5

940 9300 grids

1115

790

MULGRAVE ST

630 2050 25 205 175

27900

615 9300 grids

760 9300 grids

1100 815 1620 775 25

GUTHRIE ST

National library

1100

630

1125

1860

1775

940

NUMBER

5

4

3

2

1 2

A201 1400

9300

9300

9300

9300

2350

1400 2350

KENDALL ARCHITECTS ARCHITECTURE FIRM

A1

+ 39,300 mm

3 A403-4

DATE

3 A403-4

+ 34,700 mm

A2 2

+ 33,350mm

A201

+ 30,600 mm

06 / 09 / 2023

COPYRIGHT - THESE DRAWINGS REMAIN PROPERTY OF KENDALL ARCHITECTS. CONTRACTORS ARE REQUIRED TO COMPLY WITH UP TO DATE BUILDING ACT AND HEALTHY AND SAFETY ACT - ALL DIMENSIONS ARE TO BE CHECKED ON SITE PRIOR TO COMMANDMENT OF WORK. WORKMANSHIP AND MATERIALS SHELL CONFORM THE BUILDING ACT 2004, NEW ZEALAND BUILDINGS CODE AND ALL CURRENT APPROVED DOCUMENTS

1 A401-2

SITE INFORMATION WIND ZONE HIGH ADDRESS 2 -12 AITKEN STREET SOIL CLASSIFICATION D

A3

PROJECT FACADE DESIGN, WELLINGTON MULTI PURPOSE BUILDING (SARC321 VUW 2023)

+ 29,250mm

LAYOUT

FULL HEIGHT ELEVATION (NORTH FACADE)

+ 26,500 mm

A2

SCALE

+ 25,150mm

0

1.25

1 : 150 @ A3

2.5

5

10 m

mm

ALL UNITS ARE IN

A

REV

A200

SHEET NUMBER

+ 22,400 mm

A3

KEY:

+ 21,050mm

Black fabric mesh Concrete shear wall

+ 18,300 mm

Thermosash glazed curtain wall suit Spandral panel behind glazing

A2

+ 16,950mm

1920 roof only 2,320 transom to transom (roof only)

120

+ 12,850mm

A3

3

2

1

D

C 2,630 transom to transom

+ 14,200 mm

4

2450 crs

5

Primary Core

B + 10,100 mm

A2

A

+ 8,750mm Insol Mesh Profile Key:

+ 6,000 mm

A1

Top and bottom fixing detail: EPS 10-160

A2

Intermediate centre band fixing detail: EPS frame closure

A3

Intermediate fixing detail: EPS 10-101

A1

+ 0,000 mm

Ground floor retail designed by Lucy Tomlinson

4 + 39,300 mm Parapet Wall Top

KENDALL ARCHITECTS ARCHITECTURE FIRM

Metal coping clipped into screwed under flashing to shear wall @ 50 fall

DATE

Steel & Tube, 90 x 90 x 2mm square hollow section (Indicative only. SE to specify)

NOTE: All measurements and steel profiles are indicative only and are to be confirmed by a structural engineer All Insol products are indicative only based off Insols design for the Xero Building, Wellington, to be confirmed my Insol for proposed building

Black fabric mesh (CROSS HATCH)

06 / 09 / 2023

COPYRIGHT - THESE DRAWINGS REMAIN PROPERTY OF KENDALL ARCHITECTS. CONTRACTORS ARE REQUIRED TO COMPLY WITH UP TO DATE BUILDING ACT AND HEALTHY AND SAFETY ACT - ALL DIMENSIONS ARE TO BE CHECKED ON SITE PRIOR TO COMMANDMENT OF WORK. WORKMANSHIP AND MATERIALS SHELL CONFORM THE BUILDING ACT 2004, NEW ZEALAND BUILDINGS CODE AND ALL CURRENT APPROVED DOCUMENTS SITE INFORMATION WIND ZONE HIGH ADDRESS 2 -12 AITKEN STREET SOIL CLASSIFICATION D

Insol Mesh Profile Key: Top fixing detail: EPS 10-160 230 PFC M8 bolt fixings at 500mm crs (top bolt)

DRAWING CONTINUES ON PAGE A402

Steel & Tube, 230 PFC fixed to face of square hollow section

M8 bolt fixings at 1000mm crs (Bottom bolt)

PROJECT FACADE DESIGN, WELLINGTON MULTI PURPOSE BUILDING (SARC321 VUW 2023)

Intermediate fixing detail: EPS 10-101 230 PFC M8 bolt fixings at 500mm crs

Intermediate PFC fixing , EPS 10-101 Profile

LAYOUT

STRUCTURAL BAY ELEVATION (9th FLOOR) SCALE

Seismic 140mm transom double glazed | PW1000 unitised high performance panel system, Thermostash

0

Seismic 140mm mullion double glazed | PW1000 unitised high performance panel system, Thermostash (BEHIND S.H.S, NOT SHOWN)

Intermediate centre band fixing detail: EPS frame closure 230 PFC M8 bolt fixings at 1000mm crs 136mm gap between profiles

Seismic 140mm CORNER mullion double glazed | PW1000 unitised high performance panel system, Thermostash 50x50x6mm Aluminium Tee with 20mm diameter welded tube and M6 or 14g S/S double fixings at 1000mm centres to SHS steelwork through 3mm Neoprene gasket.

1 : 20 @ A3

0.13

0.25

0.5

1m

mm

ALL UNITS ARE IN

A

REV

A401

SHEET NUMBER KEY:

Black fabric mesh Concrete shear wall

Screwed to: United steel 65 x 35 x 2.0mm RHS welded to SHS (Indicative only. SE to specify)

Thermosash glazed curtain wall suit Spandral panel behind glazing Seismic 140mm corner mullion Floor plan with bay highlighted 5

4

3

2

1

D

2450 crs

1920 roof only

2,630 transom to transom

120

2,320 transom to transom (roof only)

Steel & Tube, 230 PFC fixed to face of square hollow section

C

Primary Core B

Intermediate center band PFC fixing, Insol A

1920 roof only

2,630 transom to transom

2450 crs

+ 34,700 mm

2,320 transom to transom (roof only)

120

Structural bay split shown

1550 9300 bays

1550

235

170 440 1400

1270

1550

1550 9300 bays

1550

235

170

5 120

+ 39,300 mm Parapet Wall Top

KENDALL ARCHITECTS ARCHITECTURE FIRM DATE

Steel & Tube, 90 x 90 x 2mm square hollow section (Indicative only. SE to specify)

50x50x6mm Aluminium Tee with 20mm diameter welded tube and M6 or 14g S/S double fixings at 1000mm centres to SHS steelwork through 3mm Neoprene gasket.

1920 roof only

Black fabric mesh (CROSS HATCH)

Insol Mesh Profile Key: Top fixing detail: EPS 10-160 230 PFC M8 bolt fixings at 500mm crs (top bolt)

Screwed to: Steel & Tube, 90 x 90 x 2mm square hollow section (Indicative only. SE to specify)

SITE INFORMATION WIND ZONE HIGH ADDRESS 2 -12 AITKEN STREET SOIL CLASSIFICATION D

M8 bolt fixings at 1000mm crs (Bottom bolt)

Steel & Tube, 90 x 90 x 2mm square hollow section (Indicative only. SE to specify)

Intermediate fixing detail: EPS 10-101 230 PFC M8 bolt fixings at 500mm crs

Steel & Tube, 230 PFC fixed to face of square hollow section

DRAWING CONTINUES ON PAGE A401

Intermediate PFC fixing , EPS 10-101 Profile Seismic 140mm transom double glazed | PW1000 unitised high performance panel system, Thermostash

LAYOUT

STRUCTURAL BAY ELEVATION (9th FLOOR) SCALE 0

1 : 20 @ A3

0.13

0.25

0.5

1m

mm

ALL UNITS ARE IN

A

REV

A402

SHEET NUMBER KEY:

Black fabric mesh Concrete shear wall Thermosash glazed curtain wall suit Spandral panel behind glazing Seismic 140mm corner mullion

2,630 transom to transom

2450 crs

Seismic 140mm mullion double glazed | PW1000 unitised high performance panel system, Thermostash (BEHIND S.H.S, NOT SHOWN)

PROJECT FACADE DESIGN, WELLINGTON MULTI PURPOSE BUILDING (SARC321 VUW 2023)

Intermediate centre band fixing detail: EPS frame closure 230 PFC M8 bolt fixings at 1000mm crs 136mm gap between profiles

Floor plan with bay highlighted 5

4

3

2

1

D

2450 crs

1920 roof only

2,630 transom to transom

120

2,320 transom to transom (roof only)

Steel & Tube, 230 PFC fixed to face of square hollow section

C

Primary Core B

Intermediate center band PFC fixing, Insol A

2,630 transom to transom

2450 crs

+ 34,700 mm

1920 roof only

120

Structural bay split shown

2,320 transom to transom (roof only)

2,320 transom to transom (roof only)

Thermosash PW1000 structurally glazed curtainwall suite (GREY HATCH)

06 / 09 / 2023

COPYRIGHT - THESE DRAWINGS REMAIN PROPERTY OF KENDALL ARCHITECTS. CONTRACTORS ARE REQUIRED TO COMPLY WITH UP TO DATE BUILDING ACT AND HEALTHY AND SAFETY ACT - ALL DIMENSIONS ARE TO BE CHECKED ON SITE PRIOR TO COMMANDMENT OF WORK. WORKMANSHIP AND MATERIALS SHELL CONFORM THE BUILDING ACT 2004, NEW ZEALAND BUILDINGS CODE AND ALL CURRENT APPROVED DOCUMENTS

NOTE: All measurements and steel profiles are indicative only and are to be confirmed by a structural engineer All Insol products are indicative only based off Insols design for the Xero Building, Wellington, to be confirmed my Insol for proposed building

440 1400

1270

1550

1550 9300 bays

440 1400

1270

1550

1550 9300 bays

1550

235

170

D 4150

KENDALL ARCHITECTS ARCHITECTURE FIRM

900

Top PFC fixing , EPS 10-160 Profile.

Insol

Roof Plan Drawing No: A101

+ 39,300 mm

4150

DATE

4150 4150

4150

900

27,900

900

Nuralite nuratherm warm roof with high parapet concrete wall

4150

SITE INFORMATION WIND ZONE HIGH ADDRESS 2 -12 AITKEN STREET SOIL CLASSIFICATION D

37,200

Roof plan shows in plan, dimensions for roof plan drainage. This was used to calculate the thickness, and slopes for Nuratherm PIR insulation.

1 A504

- Profile allows for 1:80 fall.

- 222mm at highest point.

- 6 drainage points (indicated with circles) - Arrows indicate fall of membrane

06 / 09 / 2023

COPYRIGHT - THESE DRAWINGS REMAIN PROPERTY OF KENDALL ARCHITECTS. CONTRACTORS ARE REQUIRED TO COMPLY WITH UP TO DATE BUILDING ACT AND HEALTHY AND SAFETY ACT - ALL DIMENSIONS ARE TO BE CHECKED ON SITE PRIOR TO COMMANDMENT OF WORK. WORKMANSHIP AND MATERIALS SHELL CONFORM THE BUILDING ACT 2004, NEW ZEALAND BUILDINGS CODE AND ALL CURRENT APPROVED DOCUMENTS

NORTH N PROJECT FACADE DESIGN, WELLINGTON MULTI PURPOSE BUILDING (SARC321 VUW 2023) LAYOUT

Intermediate PFC fixing , EPS 10101 Profile. Insol

CROSS SECTION (9th FLOOR)

Duo suspended ceiling (1240mm from steel decking, allowing 2690mm floor to ceiling height)

SCALE

Refer to floor section for ceiling specifications

0

1 : 20 @ A3

0.13

0.25

0.5

1m

mm

ALL UNITS ARE IN

A

REV

A201

SHEET NUMBER KEY:

Thermosash PW1000 structurally glazed curtainwall suite

Comflor60 floor slab

310 x 97 UC universal column | with 2 x 13mm GIB Fyreline® (apart of Gib specification GBCBS60 for 60/-/- fire rating) (Indicative only, refer to structural engineer)

Intermediate center band PFC fixing, Insol Fabric mesh PFC Steel (steel work done by others) PFC steel horizontal member, pin joint connection at steel bracket arm.

Fixed through mullion slot to steel strengthening angle within mullion

Glazing

Seismic 140mm mullion double glazed | PW1000 unitised high performance panel system, Thermostash

Floor plan with section cut highlighted

Seismic 140mm transom double glazed | PW1000 unitised high performance panel system, Thermostash

5

4

3

2

1

D

Cable trunking on perimeter of office floor Fire seal with galvanised smoke and acoustic seal, level with floor slab + 34,700 mm

C

Oak light white timber floor finish with END PROFILE 313 Comflor60, 120mm cantilever (requires no additional reinforcement) with 130mm edge trim depth. 160mm concrete topping.

Nelson Stud, 100 x 32 mm welded to Steel bracket below (Indicative only, SE to specify) Curtain wall bracket to underside of floor slab, connected by a cast in plate.

With S/S bolts. (Indicative only, refer to SE) 310 UB 46 | Welded connection of steel stud to primary beam for secondary beam connection via a end plate and bolts (Indicative only, SE to specify) 610 UB 101 | Steel cleat bolted into primary beam (Indicative only, SE to specify)

Insol Mesh Profile Key:

2 A503

Top fixing detail: EPS 10-160 230 PFC M8 bolt fixings at 500mm crs (top bolt) M8 bolt fixings at 1000mm crs (Bottom bolt)

Intermediate fixing detail: EPS 10-101 230 PFC M8 bolt fixings at 500mm crs

Primary Core

Breakline

B

Breakline A

Intermediate centre band fixing detail: EPS frame closure 230 PFC M8 bolt fixings at 1000mm crs 136mm gap between profiles

NOTE: All measurements and steel profiles are indicative only and are to be confirmed by a structural engineer All Insol products are indicative only based off Insols design for the Xero Building, Wellington, to be confirmed my Insol for proposed building

KENDALL ARCHITECTS ARCHITECTURE FIRM DATE NOTE: All measurements and steel profiles are indicative only and are to be confirmed by a structural engineer All Insol products are indicative only based off Insols design for the Xero Building, Wellington, to be confirmed my Insol for proposed building

50x50x6mm Aluminum Tee with 20mm diameter welded tube and M6 or 14g S/S double fixings at 1000mm centres to SHS steelwork through 3mm Neoprene gasket Steel & Tube, 90 x 90 x 2mm square hollow section (Indicative only. SE to specify) Fabric mesh and horizontal metal plate outline Steel & Tube, 90 x 90 x 2mm square hollow section (Indicative only. SE to specify) Power coated steel bracket arm with pin joint connection to “Steel and tube S.H.S. Fixed through slot in mullion to steel strengthening angle within mullion

SITE INFORMATION WIND ZONE HIGH ADDRESS 2 -12 AITKEN STREET SOIL CLASSIFICATION D

Seismic 140mm corner mullion, connected via 1350 bracket, bolted to a cast plate

5

310 x 97 UC universal column | with 2 x 13mm GIB Fyreline® (apart of Gib specification GBCBS60 for 60/-/- fire rating) (Indicative only, refer to structural engineer)

NORTH

1390 780mm between facades

06 / 09 / 2023

COPYRIGHT - THESE DRAWINGS REMAIN PROPERTY OF KENDALL ARCHITECTS. CONTRACTORS ARE REQUIRED TO COMPLY WITH UP TO DATE BUILDING ACT AND HEALTHY AND SAFETY ACT - ALL DIMENSIONS ARE TO BE CHECKED ON SITE PRIOR TO COMMANDMENT OF WORK. WORKMANSHIP AND MATERIALS SHELL CONFORM THE BUILDING ACT 2004, NEW ZEALAND BUILDINGS CODE AND ALL CURRENT APPROVED DOCUMENTS

9300 440mm from window module datum to grid 5

1315

1550

1550 N

1550

PROJECT FACADE DESIGN, WELLINGTON MULTI PURPOSE BUILDING (SARC321 VUW 2023) LAYOUT

TYPICAL STRUCTURAL BAY (PLAN) SCALE

1390

0

1 : 20 @ A3

0.13

0.25

0.5

1m

mm

ALL UNITS ARE IN

A

WINDOW TRANSOM

1 A502

Note: detail shows breakline to show both details in one

KEY: Glazing

Floor plan with bay highlighted 5

4

3

2

1

D

C Primary Core B

1

A

A502 DETAIL SPLIT SHOWN 1390

235

205

1390

780mm between facades

153.5

D

153.5

235

WINDOW TRANSOM

A403

SHEET NUMBER

DRAWING CONTINUES ON PAGE A404

205

REV

9300 440mm from window module datum to grid 5

1315

1550

1550

1550

1550

1600

Insol Mesh Profile Key: Intermediate fixing detail: EPS 10-101 230 PFC M8 bolt fixings at 500mm crs

Top fixing detail: EPS 10-160 230 PFC M8 bolt fixings at 500mm crs (top bolt) M8 bolt fixings at 1000mm crs (Bottom bolt)

Steel & Tube, 90 x 90 x 2mm square hollow section (Indicative only. SE to specify)

Intermediate centre band fixing detail: EPS frame closure 230 PFC M8 bolt fixings at 1000mm crs 136mm gap between profiles

NOTE: All measurements and steel profiles are indicative only and are to be confirmed by a structural engineer All Insol products are indicative only based off Insols design for the Xero Building, Wellington, to be confirmed my Insol for proposed building

KENDALL ARCHITECTS ARCHITECTURE FIRM DATE

Power coated steel bracket arm with pin joint connection to “SHS horizontal steelwork by others”. Fixed through slot in mullion to steel strengthening angle within mullion

02 A501

Seismic 140mm transom double glazed | PW1000 unitised high performance panel system, Thermostash Thermostash bottom mounted bracket | steel angle bolted to cast in bracket and mullion, 55mm gap between edge of floor slab and start of mullion (Indicative only, SE to specify)

SITE INFORMATION WIND ZONE HIGH ADDRESS 2 -12 AITKEN STREET SOIL CLASSIFICATION D

Outline of 610 UB 101 | Steel cleat bolted into primary beam (Indicative only, SE to specify) Outline of 310 UB 46 (Indicative only, SE to specify)

06 / 09 / 2023

COPYRIGHT - THESE DRAWINGS REMAIN PROPERTY OF KENDALL ARCHITECTS. CONTRACTORS ARE REQUIRED TO COMPLY WITH UP TO DATE BUILDING ACT AND HEALTHY AND SAFETY ACT - ALL DIMENSIONS ARE TO BE CHECKED ON SITE PRIOR TO COMMANDMENT OF WORK. WORKMANSHIP AND MATERIALS SHELL CONFORM THE BUILDING ACT 2004, NEW ZEALAND BUILDINGS CODE AND ALL CURRENT APPROVED DOCUMENTS

4

NORTH

9300 1550

1550

1600

N

PROJECT FACADE DESIGN, WELLINGTON MULTI PURPOSE BUILDING (SARC321 VUW 2023) LAYOUT

TYPICAL STRUCTURAL BAY (PLAN) SCALE 0

1 : 20 @ A3

0.13

0.25

0.5

1m

mm

ALL UNITS ARE IN

A A404

SHEET NUMBER

WINDOW TRANSOM

KEY: Glazing

Floor plan with bay highlighted 5

4

3

2

1

D

C Primary Core B

A

DETAIL SPLIT SHOWN 1390

205

1390

780mm between facades

235

WINDOW TRANSOM

153.5

DRAWING CONTINUES ON PAGE A403

REV

9300 440mm from window module datum to grid 5

1315

1550

1550

1550

1550

1600

75

M8 bolt fixings at 1000mm crs (Bottom bolt)

130

4

120

50x50x6mm Aluminium Tee with 20mm diameter welded tube and M6 or 14g S/S double fixings at 1000mm centres to SHS steelwork through 3mm Neoprene gasket. Tee spans inbetween PFCs connected via angle bracket with M8 S/S bolts, washers, and nyloc nuts

275 2 mm from grid line 4

KENDALL ARCHITECTS

Outline of center band PFC, fixed to vertical SHS steelwork with M8 S/S Square head bolt and Nyloc nut and washer

DATE

PFC toes in

PFC toes in

Intermediate centre band fixing detail: EPS frame closure 230 PFC M8 bolt fixings at 1000mm crs 136mm gap between profiles

Fabric mesh and outline of EPS10-101 & 160 profiles with mitred connection (fabrc mesh connected via profiles, mesh spans between profiles)

ARCHITECTURE FIRM 06 / 09 / 2023

COPYRIGHT - THESE DRAWINGS REMAIN PROPERTY OF KENDALL ARCHITECTS. CONTRACTORS ARE REQUIRED TO COMPLY WITH UP TO DATE BUILDING ACT AND HEALTHY AND SAFETY ACT - ALL DIMENSIONS ARE TO BE CHECKED ON SITE PRIOR TO COMMANDMENT OF WORK. WORKMANSHIP AND MATERIALS SHELL CONFORM THE BUILDING ACT 2004, NEW ZEALAND BUILDINGS CODE AND ALL CURRENT APPROVED DOCUMENTS

Steel & Tube, 90 x 90 x 2mm square hollow section, spanning inbetween PFC’s. (Steel work indicative only, done by others)

75

Intermediate fixing detail: EPS 10-101 230 PFC M8 bolt fixings at 500mm crs

DRAWING CONTINUES ON PAGE A501.1

Insol Mesh Profile Key: Top fixing detail: EPS 10-160 230 PFC M8 bolt fixings at 500mm crs (top bolt)

Outline of top, bottom, and intermediate PFC’s

SITE INFORMATION WIND ZONE HIGH ADDRESS 2 -12 AITKEN STREET SOIL CLASSIFICATION D

Note: PFC fixes with right angle bracket to shearwall on PFC web and underside

NORTH

M6 S/S Cap screw fixings and washer at 1000mm centres through 3mm Neoprene gasket

Seismic 140mm corner mullion FLASHING fixed into saw cut in shear wall, silicone sealant to seal and finish.

Rubber gasket Between jamb mullion and concrete shear wall 2g SS masonry anchors @ 450mm ctrs staggered, overseal heads by fixer

N

EPS 10-160 profile bolted to web of PFC Brackets fixed @ 1000mm crs, 4 bolts.

20

PROJECT FACADE DESIGN, WELLINGTON MULTI PURPOSE BUILDING (SARC321 VUW 2023)

48 edge to sawcut cr

Window module datum

LAYOUT

Thermosash PW1000 Unitised high performance panel system, double glazed, pre manufactured

SCALE

WINDOW TRANSOM

0

230

140 mullion

(PLAN) 230 from slab egdge to window datum

Seismic 140mm jamb mullion clipped and sealed into screwed off section

SHEAR WALL CONNECTION 1 : 5 @ A3

0.03

0.06

0.13

0.25 m

mm

ALL UNITS ARE IN

A

REV

A501

KEY:

Gordon mullion mate Series 20 Sizes, clipped into gap between mullion and shear wall

Concrete shear wall Glazing

80

300 grid to transom edge

Outline of steel sill extension for trunking tube below | Butting into window transom and shear wall

235mm slab edge from grid A

SHEET NUMBER

Floor plan with detail highlighted 5

4

3

2

1

D

C Primary Core

350

D

B

Steel plate bolted to shear wall with welded steel cleat connection to primary beam (Indicative only, SE to specify)

A 1390

205 235 153.5

Steel plate bolted to shear wall with welded steel cleat connection to secondary beam (Indicative only, SE to specify)

1390

780mm between facades

9300 440mm from window module datum to grid 5

1315

1550

NOTE: All measurements and steel profiles are indicative only and are to be confirmed by a structural engineer All Insol products are indicative only based off Insols design for the Xero Building, Wellington, to be confirmed my Insol for proposed building

1550

NOTE: 350mm shear wall structural 230mm bells for connection surface 80mm for pattern depth (aesthetics)

1550

1550

Section Displayed

1600

Section explained on page A502

KENDALL ARCHITECTS ARCHITECTURE FIRM 75

DATE

06 / 09 / 2023

90

75

COPYRIGHT - THESE DRAWINGS REMAIN PROPERTY OF KENDALL ARCHITECTS. CONTRACTORS ARE REQUIRED TO COMPLY WITH UP TO DATE BUILDING ACT AND HEALTHY AND SAFETY ACT - ALL DIMENSIONS ARE TO BE CHECKED ON SITE PRIOR TO COMMANDMENT OF WORK. WORKMANSHIP AND MATERIALS SHELL CONFORM THE BUILDING ACT 2004, NEW ZEALAND BUILDINGS CODE AND ALL CURRENT APPROVED DOCUMENTS SITE INFORMATION WIND ZONE HIGH ADDRESS 2 -12 AITKEN STREET SOIL CLASSIFICATION D NORTH

Steel & Tube, 90 x 90 x 2mm square hollow section fixed to vertical SHS with bolts through welded end bracket. (Steel work indicative only, done by others) (Indicative only. SE to specify) M8 S/S Square head bolt and Nyloc nut and washer Through SHS and steel bracket extruding from mullion

N

Steel bracket arm extruding from pre-manufactured gap within mullion, with silicon sealant at gaps

PROJECT FACADE DESIGN, WELLINGTON MULTI PURPOSE BUILDING (SARC321 VUW 2023) LAYOUT

SHEAR WALL CONNECTION 225

(PLAN) SCALE

Pre-manufactured steel strengthening angle within mullion. M8 S/S Square head bolt and Nyloc nut and washer through bracket arm and angle. Gap in mullion joint allows protrusion of arm.

0

S/S bolt through steel curtain wall bracket angle into mullion. SE to specify, indicative only

WINDOW TRANSOM

0.06

0.13

0.25 m

mm A

REV

A501.1

SHEET NUMBER

Welded nelson studs to cast in bracket, x5

DRAWING CONTINUES ON PAGE A501

240 mm grid A to slab edge

0.03

ALL UNITS ARE IN

Steel plate bolted to cast in bracket in floor slab with Stud bolts (underside)

KEY: Concrete shear wall Glazing Floor plan with detail highlighted 5

4

3

Stud bolts connects angle to cast in plate with nyloc nuts to fix (SE to specify, indicative only)

2

1

D

C Primary Core

D

B

A 1390 440mm from window module datum to grid 5

1315

235

205

1390

780mm between facades

9300

1650mm grid 4 to bracket edge

153.5

303 mm grid A to mullion

1 : 5 @ A3

1750mm grid 4 to SHS brace

1550

1550

1550

1550

NOTE: All measurements and steel profiles are indicative only and are to be confirmed by a structural engineer All Insol products are indicative only based off Insols design for the Xero Building, Wellington, to be confirmed my Insol for proposed building

Section Displayed

1600

5 65 slab edge to transom

50x50x6mm Aluminum Tee with 20mm diameter welded tube and M6 or 14g S/S double fixings at 1000mm centres to SHS steelwork through 3mm Neoprene gasket

235 grid to slab edge

KENDALL ARCHITECTS ARCHITECTURE FIRM DATE

90

Outline of center band PFC, fixed to vertical SHS steelwork with M8 S/S Square head bolt and Nyloc nut and washer @1000mm crs

780 mm gap between facades

g cin ra Sb SH

Steel & Tube, 90 x 90 x 2mm square hollow section, spanning inbetween PFC’s. (Steel work indicative only, done by others) (Indicative only. SE to specify) Outline of top, bottom, and intermediate PFC’s, butt into verticle SHS. Cut so PFC web extends 40mm past SHS edge for continuous surface (indicative only. SE to specify)

e ul od

m tu da

m

PFC toes in

w do in W

w do in W

PFC toes in

N

m tu da

65 slab edge to transom

TYPICAL CORNER DETAIL (PLAN) SCALE 0.03

1 : 5 @ A3 0.06

0.13

0.25 m

FLOOR SLAB EDGE mm A

REV

A502

SHEET NUMBER KEY: Glazing

Oak light white timber floor finish with end profile 313

PFC connection to vertical SHS member

13 13

1460 from grid D

310 UB 46, secondary beam connection - Bolts through end plates shown as hidden lines under floor slab (Indicative only, SE to specify)

SHS horizontal member with end bracket detail (done by others) bolting to Vertical SHS.

WINDOW TRANSOM

40mm overlap of PFC web for profile EPS 10-101 to span infront of, connected to web M8 S/S bolts 1000 Crs 40mm

NOTE: All measurements and steel profiles are indicative only and are to be confirmed by a structural engineer All Insol products are indicative only based off Insols design for the Xero Building, Wellington, to be confirmed my Insol for proposed building

143

D

Steel and tube 900 angle bracket fixed to web of top, bottom, and intermediate PFC’s with M8 S/S Square head bolt and Nyloc nut and washer, and SHS with M12 Hollo-Bolt® Structural Expansion Bolt Note: PFC web to be cut to finish 40mm overfront of SHS, as per all PFC’s

LAYOUT

ALL UNITS ARE IN

FLOOR SLAB EDGE

Aliminium window sill (with Blindspace® electric blind pockets “concealed blinds in ceiling” hidden end pocket, with cabel trunking underneath (not shown, installed by others, refer to section for indicitive drawing))

13 13

0

FLOOR SLAB EDGE

FLOOR SLAB EDGE

310 x 97 UC universal column (Indicative only, refer to structural engineer)

153.5

235 grid to slab edge

Steel cleat bolted into primary beam, 610 UB 101, shown as hidden lines under floor slab (Indicative only, SE to specify)

WINDOW TRANSOM

PROJECT FACADE DESIGN, WELLINGTON MULTI PURPOSE BUILDING (SARC321 VUW 2023)

205 datum to slab edge

1350 bracket, bolted to a cast plate, embedded into concrete slab (indicitive only, SE to specify)

Rondo® BMCL clips at 600mm centres maximum on 310UC97 with Rondo® 140 Perimeter Channel clipped on top

NORTH

m tu da

Seismic 140mm corner mullion, Thermosash

2 x 13mm GIB Fyreline® (apart of Gib specification GBCBS60 for 60/-/fire rating) (Indicative only, refer to structural engineer)

SITE INFORMATION WIND ZONE HIGH ADDRESS 2 -12 AITKEN STREET SOIL CLASSIFICATION D

w do in W

Power coated steel bracket arm with pin joint connection to “SHS horizontal steelwork by others”. Fixed through slot in mullion to steel strengthening angle within mullion (indicitive only, SE to specify)

06 / 09 / 2023

COPYRIGHT - THESE DRAWINGS REMAIN PROPERTY OF KENDALL ARCHITECTS. CONTRACTORS ARE REQUIRED TO COMPLY WITH UP TO DATE BUILDING ACT AND HEALTHY AND SAFETY ACT - ALL DIMENSIONS ARE TO BE CHECKED ON SITE PRIOR TO COMMANDMENT OF WORK. WORKMANSHIP AND MATERIALS SHELL CONFORM THE BUILDING ACT 2004, NEW ZEALAND BUILDINGS CODE AND ALL CURRENT APPROVED DOCUMENTS

80

Fabric mesh and outline of EPS10-101 & 160 profiles with mitred connection (fabrc mesh connected via profiles, mesh spans between profiles)

Floor plan with detail highlighted 5

4

3

2

1

D

C

WINDOW SILL EXTENTION WITH TRUNKING BELOW

Primary Core B

Center band PFC profile end overlaps SHS, 40mm minimum Center band PFC, fixed to vertical SHS steelwork with M8 S/S Square head bolt and Nyloc nut and washer through PFC web.

Vertical SHS A 440 datum to slab edge

83

13 13

140 mullion

55mm gap

235

Thermosash PW1000 structurally glazed curtainwall suite

D

Comflor60, 120mm cantilever (requires no additional reinforcement) with 130mm edge trim depth. 160mm concrete topping.

Nelson Stud, 100 x 32 mm welded to Steel bracket below (Indicative only, SE to specify)

Aliminium window sill , supported by timber blocking Blindspace® electric blind pockets “concealed blinds in ceiling” hidden end pocket

Galvanised smoke and acoustic seal, level with floor slab Fire seal approx 50 x 150mm. To be installed according to gap

490

Restraint straps 600crs with screw fixture. Note: flap at top to be cut back to allow for cast in metal plate for bracket where applicable.

PFC steel pin joint connection at steel bracket extending from mullion. Fixed inside mullion slot to steel strengthening angle within mullion (indicative only, refur to SE)

Curtain wall bracket to underside of floor slab, connected by a cast in plate. With S/S bolts. (Indicative only, refer to SE) Spandrel panel spanning transom to transom (1,380 mm) behind glazing, matte black finish. Fixed to mullion with angle bracket

Oak light white timber floor finish with END PROFILE 313

100

ARCHITECTURE FIRM DATE

06 / 09 / 2023

COPYRIGHT - THESE DRAWINGS REMAIN PROPERTY OF KENDALL ARCHITECTS. CONTRACTORS ARE REQUIRED TO COMPLY WITH UP TO DATE BUILDING ACT AND HEALTHY AND SAFETY ACT - ALL DIMENSIONS ARE TO BE CHECKED ON SITE PRIOR TO COMMANDMENT OF WORK. WORKMANSHIP AND MATERIALS SHELL CONFORM THE BUILDING ACT 2004, NEW ZEALAND BUILDINGS CODE AND ALL CURRENT APPROVED DOCUMENTS

+ 34,700 mm

SITE INFORMATION WIND ZONE HIGH ADDRESS 2 -12 AITKEN STREET SOIL CLASSIFICATION D

160

Trunking Maxi 100 x 100mm x 4m Grey Installed by others, supported by timber blocking

DRAWING CONTINUES ON PAGE A503.1

Seismic 140mm transom double glazed | PW1000 unitised high performance panel system, Thermostash

KENDALL ARCHITECTS 155 transom above slab

700 mm between facades

M10 WEDGE NUT with 2.8 kN working load (Indicative only, SE to specify)

PROJECT FACADE DESIGN, WELLINGTON MULTI PURPOSE BUILDING (SARC321 VUW 2023)

Duo 247 Direct Fixing Clip, fastened to wedge nut rod with nut and washer

LAYOUT

TYPICAL FLOOR SECTION (9th FLOOR)

100 mm thick mineral will insulation behind spandrel

SCALE

310 x 97 UC universal column | with 2 x 13mm GIB Fyreline® (apart of Gib specification GBCBS60 for 60/-/- fire rating) (Indicative only, refer to structural engineer)

0

0.03

0.06

0.13

0.25 m

mm

ALL UNITS ARE IN

610 UB 101 | with 2 x 13mm GIB Fyreline® (apart of Gib specification GBCBS60 for 60/-/- fire rating) (Indicative only, refer to structural engineer)

A

REV

A503

Comflor60 floor slab Glazing DETAIL SPLIT SHOWN 700 mm between facades

55mm gap

235

155 transom above slab

140 mullion

100

160

490

1240mm steel decking to ceiling tiles

WINDOW MULLION BEHIND

Rondo® BMCL clips at 600mm centres maximum on 310UC97 with Rondo® 140 Perimeter Channel fixed on top

KEY:

230

1240mm steel decking to ceiling tiles

SHEET NUMBER

310 UB 46 | Welded connection of steel stud to primary beam for secondary beam connection via a end plate and bolts (Indicative only, SE to specify)

Corner Bracket, 65mm x 65mm x 38mm, Stainless Steel Right Angle Bracket for L Joint, fixed into mullion (Indicative only, refer to Blind space).

1 : 5 @ A3

85

140

100

190

Blindspace® electric blind “concealed blinds in ceiling”, installed by others.

Note: Install suspended ceiling end bracket onto edge of blind box

121 Suspension Rod at 12,500mm resulting in a 1,300mm suspended ceiling length off the bottom of steel decking

Decortech Firesafe MDF ceiling tiles, 600 x 1200mm American-white-oak finish, crown-cut, non-perforated, clear matte coating.

Duo 700 suspension clip, threads through suspension rod with adjustable height mechanism.

End clips to top of Rondo DUO 1 Main Tee

Seismic 140mm transom double glazed | PW1000 unitised high performance panel system, Thermostash

Blindspace® electric blind casing removable flap to install blind within case

Rondo DUO 2 Cross Tee spanning between main tee.

140

100

190

420

420

700 mm between facades

Steel & Tube, 230 PFC fixed to face of square hollow section

140 mullion

EPS frame closure profile and fixings at 1000mm centers

55mm gap

235

KENDALL ARCHITECTS ARCHITECTURE FIRM

230

DATE

Fabric mesh

Steel & Tube, 90 x 90 x 2mm square hollow section (Indicative only. SE to specify) SHS connections via angle bracket screwed into SHS with M12 hollo-bolts

DRAWING CONTINUES ON PAGE A503

490

06 / 09 / 2023

COPYRIGHT - THESE DRAWINGS REMAIN PROPERTY OF KENDALL ARCHITECTS. CONTRACTORS ARE REQUIRED TO COMPLY WITH UP TO DATE BUILDING ACT AND HEALTHY AND SAFETY ACT - ALL DIMENSIONS ARE TO BE CHECKED ON SITE PRIOR TO COMMANDMENT OF WORK. WORKMANSHIP AND MATERIALS SHELL CONFORM THE BUILDING ACT 2004, NEW ZEALAND BUILDINGS CODE AND ALL CURRENT APPROVED DOCUMENTS

100

SITE INFORMATION WIND ZONE HIGH ADDRESS 2 -12 AITKEN STREET SOIL CLASSIFICATION D

PROJECT FACADE DESIGN, WELLINGTON MULTI PURPOSE BUILDING (SARC321 VUW 2023) LAYOUT

TYPICAL FLOOR SECTION (9th FLOOR) SCALE 0

1 : 5 @ A3

0.03

0.06

0.13

0.25 m

mm

ALL UNITS ARE IN

A

REV

A503.1

SHEET NUMBER KEY:

Comflor60 floor slab DETAIL SPLIT SHOWN 700 mm between facades

140 mullion

55mm gap

235

155 transom above slab

Insol Mesh Profile Key: Top fixing detail: EPS 10-160 230 PFC M8 bolt fixings at 500mm crs (top bolt)

230

100

160

490

M8 bolt fixings at 1000mm crs (bottom bolt)

1240mm steel decking to ceiling tiles

M6 S/S cap screw fixing at 500mm centres through 3mm neoprene gasket

Intermediate fixing detail: EPS 10-101 230 PFC M8 bolt fixings at 500mm crs

85

1,220 mm to gridline D

140

100

190

420

NOTE: All measurements and steel profiles are indicative only and are to be confirmed by a structural engineer All Insol products are indicative only based off Insols design for the Xero Building, Wellington, to be confirmed my Insol for proposed building

Intermediate centre band fixing detail: EPS frame closure 230 PFC M8 bolt fixings at 1000mm crs 136mm gap between profiles

85

140

100

190

4

D 410 55mm slab to mullion gap

700 mm between facades

90

230 PFC bolted to top welded plate on SHS M8 bolt fixings at 500mm crs EPS 10-160

230 5° fall

Metal coping under flashing screwed into timber blocking

Metal coping clipped into screwed under flashing @ 50 fall Sloped continuous timber blocking fixed to parapet wall with Masonry Screws

Concrete parapet wall, 150mm wide, Nuraply 3PM system, matte black,

Seismic 140mm transom double glazed | PW1000 unitised high performance panel system, Thermostash

Nuraply base sheet 3PV-SA Nuraply vented base sheet must transition to fully bonded Nuraply base sheet at vertical surfaces

Thermosash PW1000 structurally glazed curtainwall suite

Selected 20mm min fillet Nuraply ALV vapor barrier on duraflux primer Nuratherm PIR insulation. 1:80 fall.

222mm at highest point.

100mm mineral wool insulation behind spandral panel. Right angle flashings screwed to mullion to secure

Concrete substrate on top of steel decking (comflor60) Ikofix fastener

SHS connections via angle bracket screwed into SHS with M12 hollo-bolts

06 / 09 / 2023

COPYRIGHT - THESE DRAWINGS REMAIN PROPERTY OF KENDALL ARCHITECTS. CONTRACTORS ARE REQUIRED TO COMPLY WITH UP TO DATE BUILDING ACT AND HEALTHY AND SAFETY ACT - ALL DIMENSIONS ARE TO BE CHECKED ON SITE PRIOR TO COMMANDMENT OF WORK. WORKMANSHIP AND MATERIALS SHELL CONFORM THE BUILDING ACT 2004, NEW ZEALAND BUILDINGS CODE AND ALL CURRENT APPROVED DOCUMENTS SITE INFORMATION WIND ZONE HIGH ADDRESS 2 -12 AITKEN STREET SOIL CLASSIFICATION D

PROJECT FACADE DESIGN, WELLINGTON MULTI PURPOSE BUILDING (SARC321 VUW 2023) LAYOUT

TYPICAL ROOF SECTION 222

Restraint straps 600crs with screw fixture. Note: flap at top to be cut back to allow for cast in metal plate for bracket where applicable.

Fire seal approx 50 x 150mm. To be installed according to gap

SCALE 0

Top of bracket arm to sit 45mm below top of concrete slab

100

0.03

1 : 5 @ A3 0.06

0.13

0.25 m

mm

ALL UNITS ARE IN

225

A

REV

A504

SHEET NUMBER KEY:

Glazing

Insol Mesh Profile Key: Top fixing detail: EPS 10-160 230 PFC M8 bolt fixings at 500mm crs (top bolt)

Curtain wall bracket to underside of floor slab, connected by a cast in plate. With stud bolts. (Indicative only, refer to SE) Structural engineer to specify bolt connection to mullion 310 x 97 UC universal column | with 2 x 13mm GIB Fyreline® (apart of Gib specification GBCBS60 for 60/-/- fire rating) (Indicative only, refer to structural engineer)

WINDOW MULLION BEHIND

Power coated steel bracket arm with pin joint connection to “Steel and tube S.H.S. Fixed through slot in mullion to steel strengthening angle within mullion Steel & Tube, 90 x 90 x 2mm square hollow section (Indicative only. SE to specify)

Comflor60 floor slab + Parapet wall

160

115

SHS to finish 430mm above concrete roof slab

Spandral panel, matte black behind glass. Fixed to mullion with angle bracket

ARCHITECTURE FIRM DATE

End transom with rubber gasket, screwed to underside of timber blocking

M8 bolt fixings at 1000mm crs

KENDALL ARCHITECTS + 39,300 mm Parapet Wall Top

762mm height above membrane 30 565 mm parapet height pour

Top of SHS to finish 200mm below roof height to allow for 200PFC to fix ontop

75

M8 bolt fixings at 1000mm crs (bottom bolt) Intermediate fixing detail: EPS 10-101 230 PFC M8 bolt fixings at 500mm crs

Intermediate centre band fixing detail: EPS frame closure 230 PFC M8 bolt fixings at 1000mm crs 136mm gap between profiles

Gr id lin

Fabric mesh

eD

Steel & Tube, 230 PFC fixed to face of square hollow section EPS frame closure profile and fixings at 1000mm centers Fire seal approx 50 x 150mm. To be installed according to gap Curtain wall bracket to underside of floor slab, connected by a cast in plate. With S/S bolts. (Indicative only, refer to SE) 610 UB 101 | with 2 x 13mm GIB Fyreline® (apart of Gib specification GBCBS60 for 60/-/- fire rating) (Indicative only, refer to structural engineer)

SHS to SHS right angle brackets and bolts to structural engineers requirements, fixed to the underside and top of SHS. Seismic 140mm transom double glazed | PW1000 unitised high performance panel system, Thermostash Blindspace® electric blind pockets “concealed blinds in ceiling” hidden end pocket

Gr id

lin

e

D

Aliminium window sill , supported by timber blocking

Rondo® BMCL clips at 600mm centres maximum on 610 UB 101with Rondo® 140 Perimeter Channel fixed on top

Trunking Maxi 100 x 100mm x 4m Grey Installed by others, supported by timber blocking

100 mm thick mineral will insulation behind spandrel (pealed back for render purposes) Spandrel panel spanning transom to transom (1,380 mm) behind glazing, matte black finish (pealed back for render purposes)

Galvanised smoke and acoustic seal, level with floor slab 310 UB 46 | Welded connection of steel stud to primary beam for secondary beam connection via a end plate and bolts (Indicative only, SE to specify) Decortech Firesafe MDF ceiling tiles, 600 x 1200mm American-white-oak finish, crown-cut, non-perforated, clear matte coating.

Thermosash PW1000 structurally glazed curtainwall suite Blindspace® electric blind “concealed blinds in ceiling”, installed by others.

Note: Install suspended ceiling end bracket onto edge of blind box Corner Bracket, 65mm x 65mm x 38mm, Stainless Steel Right Angle Bracket for L Joint, fixed into mullion (Indicative only, refer to Blind space).

Steel & Tube, 90 x 90 x 2mm square hollow section (Indicative only. SE to specify)

NW Isometric

SW Isometric

Not to scale

Not to scale

SLAB TO CURTAIN WALL BRACKET JUNCTION

MESH FACADE SYSTEM CONNECTION TO CURTAIN WALL

MESH FACADE SYSTEM CONNECTION TO CURTAIN WALL

Not to scale

Not to scale

Not to scale

PFC steel pin joint connection at steel bracket extending from mullion. Fixed inside mullion slot to steel strengthening angle within mullion (indicative only, refur to SE)

KENDALL ARCHITECTS ARCHITECTURE FIRM DATE

06 / 09 / 2023

COPYRIGHT - THESE DRAWINGS REMAIN PROPERTY OF KENDALL ARCHITECTS.

SITE INFORMATION WIND ZONE HIGH ADDRESS 2 -12 AITKEN STREET SOIL CLASSIFICATION D

PROJECT

FACADE DESIGN, WELLINGTON MULTI PURPOSE BUILDING (SARC321 VUW 2023)

LAYOUT

ISOMETRIC CUT AWAY (TYPICAL FLOOR)

SCALE

- ALL UNITS ARE IN REV SHEET NUMBER

mm A A901

Gr id lin eD D

Metal coping clipped into screwed under flashing @ 50 fall

e

Steel & Tube 230 PFC bolted to shear wall with right angle brackets

Gr id

lin

Metal coping under flashing screwed into timber blocking

Seismic 140mm jamb mullion double glazed | PW1000 unitised high performance panel system, Thermostash

Nuraply 3PM system, matte black, Nuraply base sheet 3PV-SA Nuraply vented base sheet must transition to fully bonded Nuraply base sheet at vertical surfaces

EPS 10-160 Profile M8 Bolt fixings at 500mm to 230 PFC. mitre corner connection

Nuraflux primer Sloped continuous timber blocking Reinforced concrete parapet wall, 150mm wide, Thermosash PW1000 structurally glazed curtainwall suite Selected 20mm min fillet Nuratherm PIR insulation. 1:80 fall.

222mm at highest point.

Ikofix fastener Nuraply ALV vapor barrier on duraflux primer Concrete substrate on top of steel decking (comflor60) Curtain wall bracket to underside of floor slab, connected by a cast in plate. With S/S bolts. (Indicative only, refer to SE)

Steel & Tube 90 x 90 x 2mm SHS with aliminium tee fixed to SHS with M6 bolt fixing spanning in between PFC 230 PFC EPS 10-101 profile and M8 fixings at 500mm centres to PFC

Comflor60 Steel decking 310 x 97 UC universal column | with 2 x 13mm GIB Fyreline® (apart of Gib specification GBCBS60 for 60/-/fire rating) (Indicative only, refer to structural engineer) Concrete shear wall

NW Isometric

SW Isometric

Not to scale

Not to scale

Transom at parapet wall level (showing flashings) Not to scale

Jamb mullion flashing into Shear wall + Metal coping flashing

PFC to shear wall junction

Not to scale

Not to scale

KENDALL ARCHITECTS ARCHITECTURE FIRM DATE

06 / 09 / 2023

COPYRIGHT - THESE DRAWINGS REMAIN PROPERTY OF KENDALL ARCHITECTS.

SITE INFORMATION WIND ZONE HIGH ADDRESS 2 -12 AITKEN STREET SOIL CLASSIFICATION D

PROJECT

FACADE DESIGN, WELLINGTON MULTI PURPOSE BUILDING (SARC321 VUW 2023)

LAYOUT

ISOMETRIC CUT AWAY

(ROOF TO SHEAR WALL)

SCALE

- ALL UNITS ARE IN REV SHEET NUMBER

mm A A902

INTERIOR RENDER

Not to scale

EXTERIOR RENDER

Not to scale

NE ISOMETRIC BAY RENDER Not to scale

KENDALL ARCHITECTS ARCHITECTURE FIRM DATE

06 / 09 / 2023

COPYRIGHT - THESE DRAWINGS REMAIN PROPERTY OF KENDALL ARCHITECTS.

SITE INFORMATION WIND ZONE HIGH ADDRESS 2 -12 AITKEN STREET SOIL CLASSIFICATION D

PROJECT

FACADE DESIGN, WELLINGTON MULTI PURPOSE BUILDING (SARC321 VUW 2023)

LAYOUT

BAY RENDERS

(MID LEVELS, NORTH FACADE)

SCALE

- ALL UNITS ARE IN REV SHEET NUMBER

mm A A903