26
A B 2 1 3 C A-101 3 A-101 4 A-101 2 2 A-102 W10X49 COLUMN W10X49 COLUMN W10X49 COLUMN W10X49 COLUMN W10X49 COLUMN W10X49 COLUMN DOUBLE CASEMENT WINDOW DOUBLE CASEMENT WINDOW 11' - 6" 8' - 0" 8' - 10" 8' - 0" 3' - 10 3/8" 3' - 10 3/8" B 2 W10X49 COLUMN W/ FIREPROOFING CONCRETE FLOORING 5/8" GWB ON INSIDE METAL STUD FRAMING 8" METAL WALL STUD 16" O.C THROUGHOUT BATT INSULATION 3/4" PLYWOOD SHEATHING WATERPROOFING MEMBRANE DOUBLE WINDOW CASEMENT INSIDE CORNER BRACKET EXPANDED WIRE MESH RAINSCREEN CORNER CHANNEL EXPANDED WIRE MESH WELDED TO CORNER BRACKET CONTINUOUS HORIZONTAL CHANNEL 0' - 8 1/8" 0' - 8 1/8" 0' - 8" B 1 W10X49 COLUMN W/ FIREPROOFING 5/8" GWB ON METAL STUD FRAMING EXPANEDED WIRE MESH BATT INSULATION 3/4" PLYWOOD SHEATHING 1/16" WATERPROOFING 2" RIGID INSULATION OUTSIDE CORNER BRACKET L CORNER CHANNEL WELDED TO WIRE MESH 1' - 8 13/32" 1' - 9 17/32" 3 2 A-102 A-101 5 EXPANDED WIRE MESH RAINSCREEN BATT INSULATION BETWEEN METAL STUDS 5/8" GWB CONCRETE FLOORING 8" METAL WALL STUDS 16" O.C THROUGHOUT WIND POST BRACKET BOLTED TOCONTINUOUS HORIZONTAL CHANNEL A-101 6 WINDOW STUDS 3' - 10 3/8" 2' - 10 15/16" 2' - 10 31/32" EXPANDED WIRE MESH WELDED TO LINK BRACKET LINK BRACKET EXPANDED WIRE MESH VERTICAL MULLION WINDPOST WIND POST BRACKET CONTINUOUS HORIZONTAL CHANNEL CONNECTED VIA BOLT@16" INTERVALS 2" RIGID INSULATION WATERPROOFING MEMBRANE PLYWOOD SHEATHING 0' - 6 13/16" 0' - 1 1/16" 0' - 1 15/32" 0' - 1 1/2" 0' - 1 1/32" 0' - 8 3/16" EXPANDED WIRE MESH WELDED TO LINK BRACKET CONTINUOUS HORIZINTAL CHANNEL WIND POST BRACKET VERTICAL MULLION WINDPOST EXPANDED WIRE MESH 0' - 6 13/16" 0' - 4 1/4" 0' - 4 3/8" 0' - 2 1/4" 0' - 1 3/8" 0' - 2" 0' - 0 1/8" 0' - 2 1/8" Scale Project number Date Drawn by Checked by Consultant: Marty McFly Address: 9303 Lyon Drive, Lyon Estates, Hill Valley CA 95420 Phone: 628 - 120 - 1985 e - mail: [email protected] Fitzroy Lewis Prof. Justin Sherman ARCH.2431 BUILDING TECHNOLOGY III E148(22573) As indicated 5/19/2020 5:01:34 PM A-101 OPAQUE FACADE Project Number Facade Study Fitzroy Lewis Issue Date Author Checker 1/2" = 1'-0" 1 LEVEL 1 - FLOOR PLAN 1 1/2" = 1'-0" 3 INSIDE CORNER 1 1/2" = 1'-0" 4 OUTSIDE CORNER 1 1/2" = 1'-0" 2 OPAQUE FACADE WALL 7 OPAQUE EXPLODED ISOMETRIC 12" = 1'-0" 5 END CAPPIING DETAIL CONCRETE FLOORING 6" = 1'-0" 6 OPAQUE FACADE CONNECTION DETAIL No. Description Date

D:Google DriveNYCCTARCH 2431 - Building Tech 3Assignment 5

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Page 1: D:Google DriveNYCCTARCH 2431 - Building Tech 3Assignment 5

A B

2

1

3

C

A-1013

A-1014

A-1012

2

A-102

W10X49 COLUMN W10X49 COLUMN

W10X49 COLUMN

W10X49 COLUMN

W10X49 COLUMN W10X49 COLUMN

DOUBLE CASEMENT WINDOW

DOUBLE CASEMENT WINDOW

11' - 6" 8' - 0"

8' -

10

"8

' - 0

"

3' -

10

3/8

"

3' -

10

3/8

"

B

2

W10X49 COLUMNW/ FIREPROOFING

CONCRETE FLOORING

5/8" GWB ON INSIDE METAL STUD FRAMING

8" METAL WALL STUD16" O.C THROUGHOUT

BATT INSULATION

3/4" PLYWOOD SHEATHING

WATERPROOFING MEMBRANE

DOUBLE WINDOW CASEMENT

INSIDE CORNER BRACKET

EXPANDED WIRE MESH RAINSCREEN

CORNER CHANNEL

EXPANDED WIRE MESHWELDED TO CORNER BRACKET

CONTINUOUS HORIZONTAL CHANNEL

0' -

8 1

/8"

0' - 8 1/8"

0' - 8"

B

1

W10X49 COLUMNW/ FIREPROOFING

5/8" GWB ON METAL STUD FRAMING

EXPANEDED WIRE MESH

BATT INSULATION

3/4" PLYWOOD SHEATHING

1/16" WATERPROOFING

2" RIGID INSULATION

OUTSIDE CORNER BRACKET

L CORNER CHANNELWELDED TO WIRE MESH

1' - 8 13/32"

1' -

9 1

7/3

2"

3

2

A-102

A-1015

EXPANDED WIRE MESHRAINSCREEN

BATT INSULATION BETWEENMETAL STUDS

5/8" GWB

CONCRETE FLOORING

8" METAL WALL STUDS 16" O.C THROUGHOUT

WIND POST BRACKET BOLTED TOCONTINUOUS HORIZONTAL CHANNEL

A-1016

WINDOW STUDS

3' -

10

3/8

"

2' -

10

15

/16

"2

' - 1

0 3

1/3

2"

EXPANDED WIRE MESH WELDED TO LINK BRACKET

LINK BRACKET

EXPANDED WIRE MESH

VERTICAL MULLION WINDPOST

WIND POST BRACKET

CONTINUOUS HORIZONTAL CHANNEL CONNECTED VIA BOLT@16" INTERVALS

2" RIGID INSULATION

WATERPROOFING MEMBRANE

PLYWOOD SHEATHING

0' - 6 13/16"

0' - 1 1/16"

0' - 1 15/32"

0' - 1 1/2"0' - 1 1/32"

0' - 8 3/16"

EXPANDED WIRE MESH WELDED TO LINK BRACKET

CONTINUOUS HORIZINTAL CHANNEL

WIND POST BRACKET

VERTICAL MULLION WINDPOST

EXPANDED WIRE MESH

0' - 6 13/16"

0' - 4 1/4"

0' - 4 3/8"

0' -

2 1

/4"

0' -

1 3

/8"

0' -

2"

0' -

0 1

/8"

0' -

2 1

/8"

Scale

Project number

Date

Drawn by

Checked by

Consultant: Marty McFlyAddress: 9303 Lyon Drive, Lyon Estates, Hill Valley CA 95420Phone: 628-120-1985e-mail: [email protected]

Fitzroy Lewis

Prof. Justin Sherman

ARCH.2431 BUILDING TECHNOLOGY III

E148(22573)

As indicated

5/1

9/2

020

5:0

1:3

4 P

M

A-101

OPAQUE FACADE

Project Number

Facade Study

Fitzroy Lewis

Issue Date

Author

Checker

1/2" = 1'-0"1

LEVEL 1 - FLOOR PLAN

1 1/2" = 1'-0"3

INSIDE CORNER

1 1/2" = 1'-0"4

OUTSIDE CORNER

1 1/2" = 1'-0"2

OPAQUE FACADE WALL

7OPAQUE EXPLODED ISOMETRIC

12" = 1'-0"5

END CAPPIING DETAIL

CONCRETE FLOORING

6" = 1'-0"6

OPAQUE FACADE CONNECTION DETAIL

No. Description Date

Page 2: D:Google DriveNYCCTARCH 2431 - Building Tech 3Assignment 5

Level 1 - Floor Plan0' - 0"

Level 212' - 0"

Level 3 - Roof24' - 0"

Top of Parapet27' - 0"

A

Top of Footing-4' - 0"

A-1023

A-1024

A-1025

A-1026

COPING CAP

(SEE DETAIL)

CMU PARAPET

W12X26 BEAM

GWB

DOUBLE CASEMENT WINDOW

WINDEOW HEADER

WALL STUDS

1/4" / 1'-0

"

1/4" / 1'-0

"

VERTICAL MULLION WINDPOST

UPPER HORIZONTALTRACK

FLAT ROOF

RIGID INSULATION

PLYWOOD SHEATHING

RIGID INSULATION

CONTINUOUS HORIZONTALCHANNEL

INNER 5/8" GWB

GROUND FLOOR

SECOND FLOOR

CONCRETE FOUNDATION WALL

FOUNDATION FOOTING

Level 3 - Roof24' - 0"

Top of Parapet27' - 0"

A

A-1027

ALUMINUM COPING CAP

NEOPRENE SEALANT STRIP

CONTINUOS HELD DOWN CLEAT

PLYWOOD

ANCHOR PLATE FASTENER

CMU

RIGID INSULATION

BASE FLASHING/HOT AIR WELDED SEAM

ADJUSTABLE HEIGHTPEDESTALS

CONCEALED SPLICE PLATE

EXPANDED WIRE MESH WELDED TO CORNER CHANNEL

LINK BRACKET

VERTIVAL MULLION WINDPOST

WIND POST BRACKET

CONTINUOUS HORIZONTAL CHANNEL

W12X26 GIRDERW/ FOREPROOFING

GWB

PVC BOARD

RIGID INSULATION

BATT INSULATION

AIR BARRIER

PLYWOOD SHEATHING

PORCELAIN PAVERS

AIR BARRIER

WATERPROOFING MEMBRANE

COVERBOARD

0' -

9 1

/4"

0' -

2 9

/32

"

A

A-1028

A-1029

DOUBLE CASEMENT WINOW

3' -

7 1

3/1

6"

0' - 9 1/4"

Level 212' - 0"

A

W12X26 GIRDERW/ FIREPROOFING

FINISHED FLOORING W/ UNDERLAYMENT

GWB

Level 1 - Floor Plan0' - 0"

A

Top of Footing-4' - 0"

A-10210

RINFORCED CONCRETE CORE -STEEL DOWELS TO ANCHOR FOUNDATION WALLTO FOOTING

CRAWLSPACE

FILTER FABRIC SURROUNDING COURSE GRAVEL

PERFORATEDDRAIN PIPE

CAPILLARY BREAK

STONE/GRAVEL DRAINAGE PAD

KEY, FOR ADDITIONALRESISTANCE TO LATERAL SLIPPAGESLOPED SILL

FILTER FABRIC

PREMOULDED FILLER AND SEALANT AT EXPANSION JOINT

RIGID INSULATIONCONCRETE SLAB

INTERIOR PERIMETERDRAIN

PROTECTION BOARD(STUCCO OPTIONAL)

FINISHED FLOORING W/ UNDERLAYMENT

BASE BOARD (OPTIONAL)

GWB

WATERPROOFING MEMBRANEWATERPROOFING MEMBRANE ALONG THE OUTER FACE OF STRUCTURE

DRAINAGE MAT

Top of Parapet27' - 0"

1/4" / 1'-0"

SLOPE

ALUMINUM COPING CAP

NEOPRENE SEALANT STRIP

CONCEALED SPLICE PLATE

WOOD BLOCKING

SCREW TO HOLD DOWNWOOD BLOCKING TO CMU

SPLICE PLATE BOLT

VERTICAL MULLION WINDPOST

CORNER CHANNEL

EXPANDED METAL MESH SHEET WELDED TO CHANNEL

AIR CAVITY

0' - 9 1/4"

0' - 1 15/32"

1' - 4 3/16"

Level 1 - Floor Plan0' - 0"

ANTI RODENT MESH

METAL DRIP

PROTECTION BOARD

DRAINAGE MAT

RIGID INSULATION

WALL STUDS

CONTINUOUS HORIZONTAL CHANNEL CONNECTED TO METAL STUDS

0' - 9 1/4"

0' - 5 7/8"

0' - 2 17/32"0' - 1 15/32"

ENGINEERED METAL MESH

METAL DRIP

GWB

WINDOW HEADER

EXTERIOR INTERIOR

0' - 9 1/4"

0' - 1 15/32" 0' - 2 17/32"

0' - 8"

DOUBLE CASEMENT WINDOW

GWB

WALL STUDS

WATERPROOFINGMEMBRANE

CUSTOM ALUMINUMSILL FLASHING

EXTERIOR INTERIOR

0' - 9 1/4"

0' - 1 15/32" 0' - 2 17/32"

0' - 8"

Level 1 - Floor Plan0' - 0"

Level 212' - 0"

Level 3 - Roof24' - 0"

Top of Parapet27' - 0"

2 1

Top of Footing-4' - 0"

3 2

A-102

2' -

8 1

/2"

3' -

7 1

/2"

3' -

8"

2' -

9"

CORNER COPING CAP CORNER COPING CAP

CORNER CHANNEL

3' -

4"

5' -

7"

5' -

8"

EXPANDED MESHRAINSCREEN FACADE

FOUNDATION WALL

COPING CAP

Scale

Project number

Date

Drawn by

Checked by

Consultant: Marty McFlyAddress: 9303 Lyon Drive, Lyon Estates, Hill Valley CA 95420Phone: 628-120-1985e-mail: [email protected]

Fitzroy Lewis

Prof. Justin Sherman

ARCH.2431 BUILDING TECHNOLOGY III

E148(22573)

As indicated

5/1

9/2

020

5:0

1:5

0 P

M

A-102

OPAQUE FACADESECTIONS AND DETAILS

Project Number

Facade Study

Fitzroy Lewis

Issue Date

FL

JS

3/4" = 1'-0"2

SECTION THROUGH OPAQUE FACADE

1

ISOMETRIC SECTION THROUGHFACADE

1 1/2" = 1'-0"3

PARAPET CONDITION

1 1/2" = 1'-0"4

WINDOW CONDITION

1 1/2" = 1'-0"5

SECOND FLOOR CONDITION

1 1/2" = 1'-0"6

FOOTING FOUNDATION CONDITION

3" = 1'-0"7

PARAPET COPING CAP DETAIL

3" = 1'-0"10

LOWER CONNECTION DETAIL

3" = 1'-0"8

WINDOW HEADER DETAIL

3" = 1'-0"9

WINDOW SILL DETAIL

1/2" = 1'-0"11

WEST ELEVATION

No. Description Date

Page 3: D:Google DriveNYCCTARCH 2431 - Building Tech 3Assignment 5

MASONRY COPING W/ SLOPED TOP THROUGHOUT

ROOF FINISH

SPANDREL

SPANDREL

SPANDREL

SPANDREL

SPANDREL

SPANDREL

DOUBLE GLASS CURTAIN WALL DOOR

DOUBLE GLASS CURTAIN WALL DOOR

FOUNDATION WALL

FOUNDATION FOOTING

HSS COLUMN

HSS COLUMN

HSS COLUMN

HSS COLUMN

KAWNEER JAMB

KAWNEER JAMB

27

' - 0

"

4' -

4 3

/8"

2' -

11

5/8

"

E F

G

H

I

J

A-1033

A-1034

4

A-104

FINISHED FLOORING

HSS 12X12X5/8 HSS 12X12X5/8

HSS 12X12X5/8

HSS 12X12X5/8

HSS 12X12X5/8

HSS 12X12X5/8

11' - 6" 8' - 0"

8' -

10

"8

' - 0

"

DOUBLE GLASS CURTAIN WALL DOOR

DOUBLE GLASS CURTAIN WALL DOOR

4' -

11 9

/32

"

5' - 10 1/4"

6' - 11 7/16"

4' -

11

"

F

G

2.5X5 RECTANGULAR MULLION

HSS COLUMN W/ SPRAYEDAPPLIED FIREPROOFING

F

H

HSS COLUMNW/ SPRAYED APPLIED FIREPROOFING

RETANGULAR MULLION

E F

G

H

I

J4

A-104

TERRACOTTA TILED ROOF

MASONRY COPINGW/ SLOPED TOP THROUGHOUT

11' - 6" 8' - 0"

8' -

10

"8

' - 0

"

1' - 5 5/8"

1' -

5 5

/8"

HSS HOLLOW FRAME

GLAZED SYSTEM PANEL

HSS STRUCTURAL COLUMN

KAWNEER JAMB USED OVER GLAZED PANELS FOR SHADING DEVICE

RECTANGULAR MULLIONS THROUGHOUT

Scale

Project number

Date

Drawn by

Checked by

Consultant: Marty McFlyAddress: 9303 Lyon Drive, Lyon Estates, Hill Valley CA 95420Phone: 628-120-1985e-mail: [email protected]

Fitzroy Lewis

Prof. Justin Sherman

ARCH.2431 BUILDING TECHNOLOGY III

E148(22573)

As indicated

5/1

9/2

020

5:0

2:0

1 P

M

A-103

GLASS CURTAIN WALL

Project Number

Facade Study

Fitzroy Lewis

Issue Date

FL

JS

5GCW Isometric

3/8" = 1'-0"1

LEVEL 1 - GCW

1 1/2" = 1'-0"3

GCW - Inside Corner

1 1/2" = 1'-0"4

GCW - Outside Corner3/8" = 1'-0"

2LEVEL 3 - GCW

6GCW Isometric - Steel Frame

No. Description Date

INTERIOR RENDER

Page 4: D:Google DriveNYCCTARCH 2431 - Building Tech 3Assignment 5

Level 1 - Floor Plan0' - 0"

Level 212' - 0"

Level 3 - Roof24' - 0"

Top of Parapet27' - 0"

Top of Footing-4' - 0"

H

A-1045

A-1047

A-1046

Level 3 - Roof24' - 0"

Top of Parapet27' - 0"

H

A-1048

ENGINEERED JOINT W/ BACKER ROD

SPANDREL

RIGID INSULATION

PVC BOARD

MASONRY COPING

COUNTER FLASHING

ANCHORING SYSTEM

HSS HOLLOW GIRDER W/ SPRAYED FIREPROOFING

Level 1 - Floor Plan0' - 0"

Top of Footing-4' - 0"

H

0' -

5"

SIDEWALK SLAB

Level 212' - 0"

H

A-1049

SPANDREL

SPANDREL

MASONRY COPIN W/ SLOPED TOP THROUGHOUT

FLAT ROOFHSS STRUCTURALCOLUMN

HSS STRUCTURALHOLLOW GIRDER

SPANDREL ON OUTER FACE

GLAZED PANEL

1 5/8" / 1'-0"

3 5/8

" / 1

'-0"

CONCRETE FOOTING

Top of Parapet27' - 0"

1' - 4"

0' -

4"

1 5/8" / 1'-0" 3 5/8" / 1'-0"

Level 212' - 0"

MASONRY COPINGW/ SLOPED SILL THROUGHOUT

SPANDREL

SPANDREL

KAWNEER JAMB

KAWNEER JAMB

1 5/8" / 1'-0"1 5

/8" /

1'-0

"

KAWNEER CORNER BEAUTY STRIP

1 5/8" / 1'-0"

1 5/8

" / 1

'-0"

SPANDREL

MASONRY COPINGW/ SLOPED SILL THROUGHOUT

FLAT ROOF

KAWNEER JAMB

KAWNEER JAMBUSED AS A SHADING DEVICE

GLAZED PANEL

Scale

Project number

Date

Drawn by

Checked by

Consultant: Marty McFlyAddress: 9303 Lyon Drive, Lyon Estates, Hill Valley CA 95420Phone: 628-120-1985e-mail: [email protected]

Fitzroy Lewis

Prof. Justin Sherman

ARCH.2431 BUILDING TECHNOLOGY III

E148(22573)

As indicated

5/1

9/2

020

5:0

2:0

5 P

M

A-104

GLASS CURATIL WALLDETAILS

Project Number

Facade Study

Fitzroy Lewis

Issue Date

Author

Checker

3/4" = 1'-0"4

SECTION THROUGH GCW

1 1/2" = 1'-0"5

CW PARAPET CONDITION

1 1/2" = 1'-0"7

CW - FOOTING FOUNDATION DETAIL

1 1/2" = 1'-0"6

CW SECOND FLOOR CONDITION1

ISOMETRIC SHOWING HIDDENCOMPONENTS

3" = 1'-0"8

PARAPET CONDITON DETAIL

3" = 1'-0"9

SECOND FLOOR CONNECTION DETAIL

2ISOMETRIC -OUTER CORNER

3ISOMETRIC - OUTER CORNER

No. Description Date

Page 5: D:Google DriveNYCCTARCH 2431 - Building Tech 3Assignment 5
Page 6: D:Google DriveNYCCTARCH 2431 - Building Tech 3Assignment 5
Page 7: D:Google DriveNYCCTARCH 2431 - Building Tech 3Assignment 5
Page 8: D:Google DriveNYCCTARCH 2431 - Building Tech 3Assignment 5

●●●

●●●●

Page 9: D:Google DriveNYCCTARCH 2431 - Building Tech 3Assignment 5
Page 10: D:Google DriveNYCCTARCH 2431 - Building Tech 3Assignment 5

1 2 3 4 5

Page 11: D:Google DriveNYCCTARCH 2431 - Building Tech 3Assignment 5

6 7

8

Page 12: D:Google DriveNYCCTARCH 2431 - Building Tech 3Assignment 5

9 10

Page 13: D:Google DriveNYCCTARCH 2431 - Building Tech 3Assignment 5
Page 14: D:Google DriveNYCCTARCH 2431 - Building Tech 3Assignment 5
Page 15: D:Google DriveNYCCTARCH 2431 - Building Tech 3Assignment 5
Page 16: D:Google DriveNYCCTARCH 2431 - Building Tech 3Assignment 5

Thermal

Page 17: D:Google DriveNYCCTARCH 2431 - Building Tech 3Assignment 5

Waterproofing

Page 18: D:Google DriveNYCCTARCH 2431 - Building Tech 3Assignment 5

Fireproofing

Page 19: D:Google DriveNYCCTARCH 2431 - Building Tech 3Assignment 5
Page 20: D:Google DriveNYCCTARCH 2431 - Building Tech 3Assignment 5
Page 21: D:Google DriveNYCCTARCH 2431 - Building Tech 3Assignment 5
Page 22: D:Google DriveNYCCTARCH 2431 - Building Tech 3Assignment 5
Page 23: D:Google DriveNYCCTARCH 2431 - Building Tech 3Assignment 5

Thermal

Page 24: D:Google DriveNYCCTARCH 2431 - Building Tech 3Assignment 5
Page 25: D:Google DriveNYCCTARCH 2431 - Building Tech 3Assignment 5
Page 26: D:Google DriveNYCCTARCH 2431 - Building Tech 3Assignment 5

VIDEO ASSEMBLYhttps://youtu.be/jJX4PUwQ5qohttps://youtu.be/34xzz530KJc?t=95https://youtu.be/MMdrpx2rEGohttps://youtu.be/KYXpMkujo_8https://www.youtube.com/watch?v=34xzz530KJc

WEBSITEShttp://kingoalsmetal.com/product/expanded_metal_mesh_facade_panels.htmlhttps://www.aluminumwiremesh.com/aluminum-mesh/aluminum-expanded-mesh.htmlhttp://www.4specs.com/s/07/07-4800.htmlhttps://www.trespa.com/en-us/exterior-panelshttp://www.carterpanels.com/https://bendheim.com/professional/systems/http://motoextrusions.com/https://www.fratellimariani.com/industry/expanded-metal/https://www.ashandlacy.com/construction/products/screen/expanded-mesh/https://proteusfacades.com/technical/rainscreen-cladding/https://www.kawneer.com/kawneer/germany/en/product.asp?cat_id=602&prod_id=1021https://openlab.citytech.cuny.edu/buildingtech4posts/files/2013/10/TAR_CladdingResearchASGMT_GlassCurtainWallMetalPanel_101713.pdf

SPECShttps://www.arcat.com/https://www.itools.clarkdietrich.com/

PHOTOShttps://www.google.com/search?rlz=1C1MSNA_enUS670JM675&sxsrf=ALeKk00G-2wqDVO-sISN4KwCNBFDIwT56A:1586972377421&q=aluminium+expanded+mesh+screen+building+installation&tbm=isch&source=univ&sa=X&ved=2ahUKEwjv6cvm_OroAhUgl3IEHXLWAEwQsAR6BAgKEAE&biw=1536&bih=706&dpr=1.25#imgrc=cSZe09Ocd1eKPM&imgdii=02NplWlLPxftqM

REFERENCE TO NEW MUSEUMhttps://www.architecturalrecord.com/articles/11996-new-museum-of-contemporary-art-by-sanaa