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    Pierpont Morgan Library & Museum AdditionDesign Architect: Renzo Piano Building WorkshopExecutive Architect: Beyer Blinder BelleStructural Engineer: Silman Associaties

    Prepared by: Michelle OCarroll | Aldo Cherdabayev | Mikki Asada | Allison Shawn Conley

    IntroductionThe Morgan Library & Museum is a complex o buildingso diering styles and periods covering hal a city block atMadison Ave. and 36th St. The complex includes three his-toric buildings: an intimate palazzo-like structure designedby Charles Follen McKim in 1902 to serve as the privatelibrary o nancier Pierpont Morgan; The 1928 Annex Build-ing; and Jack Morgans mid-19th century brownstone.

    In the years since the Morgans incorporation as a publicinstitution in 1924, there have been several additions to theoriginal library building, including a garden court built in1991 to unite all three structures. In 2006, The Morgan Li-brary & Museum unveiled its largest expansion and renova-tion, a 75, 000sq. t. addition designed by Renzo Piano. TheRenzo Piano design integrates the landmark buildings withthree new, intimately scaled pavilions constructed o steeland glass.

    echnical Report | A4114.001 | Fall 2011

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    echnical Report | A4114.001 | Fall 2011

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    Programmatic OrganizationThe largest pavilion houses the entrance, piazza, the newgallery, and on the top oor, the reading room. A small o-ce tower aces 37th street and the Gilbert Court. The small-est pavilion, between the original library and the annex,contains a perectly cube-shaped gallery.

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    echnical Report | A4114.001 | Fall 2011

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    7'-4"

    EXIT

    EXITEXIT

    EXIT

    KEY PLAN

    ANNEXMcKIM

    MORGANHOUSE

    NEW BUILDING

    EAST 37TH STREET

    EAST 36TH STREET

    MADISONAVENUE

    FIRST FLOORT.O.F.F.+77.22' (0'-0")

    SECOND FLOORT.O.F.F.+97.22' (+20'-0")

    THIRD FLOORT.O.F.F.+110.22' (+33'-0")

    BASEMENT 1T.O.F.F.+62.72' (-14'-6")

    BASEMENT 2T.O.F.F.+53.22' (-24'-0")

    BASEMENT 3T.O.F.F.+43.72' (33'-6")

    BASEMENT 4T.O.F.F.+34.22' (-43'-0")

    MEZZANINET.O.F.F. +118.22' (+41'-0")

    MECHANICALT.O.F.F.+27.72' (-49'-6")

    ROOFT.O. COPING +128.22' (+51'-0")

    CUBE ROOFT.O.COPING+102.22' (+25'-0")

    SCALE 1/8 = 1

    Piano placed hal the project below ground to gain additional space without eclipsing the surroundingbuildings or compromising the neighborhoods architectural integrity. The multistory basement providesspace or a 280-seat auditorium, a conerence room, mechanical acilities, and a three-story waterproovault or storing Morgans irreplaceable artiacts.

    Programmatic Organization

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    echnical Report | A4114.001 | Fall 2011

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    Gravity Loads

    The oundation o Pianos inter-vention rests 50 below groundupon Manhattan bedrock,allowing or relatively smallootings. The exterior o thethree-story, watertight vault iscomprised o 1 concrete, whilethe interior is comprised o12W19 steel joists, 14W68 steelgirders, and 96 exposed steelcolumns which support 6 oor

    slabs on metal deck. Six 12 X12 steel cruciorm columnssupport the atrium, while thick, 11 deep steel purlinsspanning N/S at 3 intervalsintersect with 2 X 2 squareposts spanning E/W, ormingan exoskeleton that supportsthe skylight system above.

    Structure

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    Lateral Loads: The Veirendeel Truss

    While the distinct areas within the new campus were conceived as dierent buildings programmatically,they required a structural approach that would enable them to resist lateral loads and otherwise unctionas a single unit. The soaring, low-e glass and steel-enclosed piazza orms a diaphragm that enables thethree pavilions to share wind loads rom the glass acades.

    Relation to Existing Buildings

    Pianos scheme respects the historical signicance o the site, uniying the complex aesthetically withoutsacricing the essential character o each component; his addition remains seismically independent withno lateral connections to the massive stone buildings. The relationship between the old and the new ismediated by a glass vestibule that doubles as a re stair; by substituting glass risers or the usual opaqueones that would otherwise have blocked views into and out o the atrium, Piano preserves transparency,oering a light-lled space with glimpses o the surrounding context.

    Note: During the construction phase, the surrounding historical buildings (which rest above the ounda-tion depth on compacted earth) were secured through underpinning to retain structural integrity and

    prevent cracking and settling.

    1/8= 1

    INFORMATION &

    TICKET DESK COAT CHECK

    LOBBY

    NORTH PIAZZA

    SOUTH PIAZZA

    BRIDGE PIAZZA

    CUBE

    GALLERY

    SECURITY

    VESTIBULE

    CAFE

    ELEVATORS

    SERVICE

    ELEVATOR

    GROUND FLOOR PLAN

    STRUCTURAL SUPPORTS

    Structure

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    Building Envelope

    Contextual Integration

    Modern and traditional elements were persuasively integrated throughout the campus; Piano, with hisappreciation o renaissance geometry, conceived the addition as a orm o abstract classicism- one withoutthe classical orders but with a traditional sense o restraint, rhythm and balance. This is most apparent onthe building envelope- spare compositions o glass walls and slender panels o steel are proportioned to

    blend discretely with the historical abric.

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    interior rollingshades

    exterior shade

    exterior moto

    electrical cond

    sprinkler pipe

    insulated glazingpanels

    low prolemullion system

    painted cruciform column

    exterior motorized shader

    scale3= 1

    14wideange

    facadesprinkler

    doubleplate gusset

    doubleplate stiener

    painted cruciform column

    14wideange

    exterior column support

    Piazza Structural Details

    scale3= 1

    scale3= 1

    OUTIN

    2-13/16"

    2-3/8"

    2"

    2-1/2"

    5-5/8"

    7-1/2"

    2-13/16"

    0-3/4"

    3"

    OUTLINEOFGUTTER

    Building Envelope

    Envelope Typologies

    Shaded glazing- the predominant envelope typology- was used when program called or natural light:when a wall, such as in the piazza, this maniests as a ramework o low-e IGUs and steel mullions; when aceiling, such as in the double-height reading room, this maniests as several sandwiched layers. The out-ermost component is an aluminum grille which doubles as a maintenance walkway, ipping upwards to

    allow workers to clean the 3 square glass panels below. The innermost layer o the envelope includes shad-ing devices: a roll out translucent woven abric attached to bottom o joists, ollowed by a system o motor-ized louvers which open and close like venetian blinds.

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    SECTION 11at Auditorium, oces and piazza

    DETAIL A DETAIL B DETAIL C

    DETAIL D

    DETAIL E

    23 / 8"

    DETAIL B

    I

    PLAITEDCRUCIFORMCO,LUMN

    SUNSHADING SYSTEM

    I

    I

    IN

    OUT

    ELECTRICALCONDUIT

    EXTERIOR GUTTER SYSTEM- EG2

    STAINLESS STEELHOOKFOR LIFESAFETY

    EXTERIOR MECHANIZEDROLLER BLINDS

    INTERNALROLLER BLINDS

    PAINTEDBUILT-UP STEELPROFILE

    LAIMINATEDINSULATEDGLASS

    I

    I

    I I I I I I

    I I I

    I I

    INSULATEDGLASS UNIT

    I I

    I III

    I I

    Building Envelope

    echnical Report | A4114.001 | Fall 2011

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    23 / 8"

    I

    DETAIL E

    I I ,

    I

    SUNSHADING SYSTEM

    INOUT

    I

    I I

    I

    I I

    I I I

    I I

    I I I

    I I I

    GAURDRAIL

    PO LY ETH LEN ED OME E PDM RO OF IN G

    DEDPOLYSTRENEINSULATIONBOARDWITH TAPEREDINSULATIONMECHANICALLYFASTENTO SLAB

    CONTINUOUS SELF ADHERING VAPOR BARRIER

    CONCRETESLABTOPPEDWITH CONCRETEPRIMER

    I I

    INSULATEDGLASS UNIT

    GWBSOFFIT ANDLIGHTDROPPEDCEILING

    INTERNALROLLER BLINDS

    STEELANGLE

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    Building Envelope

    Envelope TypologiesThe secondary typology, which is used when the program requires an opaque condition to protect art, is asteel plate cladding system: 6 wall, 3/8 thick panels are recessed behind a rame with grooved edges, giv-ing the appearance that aade has moldings. It is nished in an o-white architectural paint to echo stoneacades o surrounding buildings.

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    METAL PANEL

    INSULATED GLASSPANEL

    STRUCTURAL STEEL

    MULLION

    CONCRETE BLOCK

    FLOOR SLAB

    STEEL GIRDER

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    5-1/4"

    Building Envelope

    echnical Report | A4114.001 | Fall 2011

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    CAST IRON BRACKETS

    CONCRETE WALL

    INSULATION PANEL

    OUTIN

    INTERIOR CEILING & SOFFIT FINISH

    SKYLIGHT SYSTEM EWS13

    1

    ALIGN ALIGN

    BRONZE COVER PLATE /

    SADDLE ASSEMBLY

    INTERIOR FLOOR FINISH DOORMATBLUESTONE PAVINGGUTTER ASSEMBLY

    ENTRANCE DOOR

    BRONZE RAIL

    DRAINAGE MAT, WATERPROOFING PAD,

    & INSULATIONON SUB GRADE SLAB

    STAINLESS STEEL ANGLE

    TO SUPPORT CLOSER

    AND SADDLE

    CONCEALED WEATHER STRIP

    SWEEP UNDER DOOR

    DOOR HANDLE,

    1" BRONZE TUBE

    INSULATED GLASS UNIT

    OUTIN

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    Building Envelope

    echnical Report | A4114.001 | Fall 2011

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    23

    /8"

    12=

    1

    SECTION11DETAILS

    DETAILA

    DETAILB

    DETAILC

    DETAILE

    DETAILD

    PLAITEDCRUCIFORMCO,L

    UMN

    LAIMINATEDINSULATEDGLASS

    PLAITEDCRUCIFORMCO,L

    UMN

    SPRINKLERCONDUIT

    EXTERIORGUTTERASSEMBLYEG-4

    SUNSHADINGSYSTEM

    SUNSHADINGSYSTEM

    SUNSHADINGSYSTEM

    IN

    OUT

    INOUT

    IN

    OUT

    IN

    OUT

    IN

    OUT

    ELECTRICALCONDUIT

    EXTERIORGUTTERSYSTEM

    -EG2

    STAINLESSSTEELHOOKFORLIFESAFETY

    EXTERIORMECHANIZEDROLLERBLINDS

    INTERNALROLLERBLINDS

    PAINTEDBUILT-UPSTEELPROFILE

    LAIMINATEDINSULATEDGLASS

    GAURDRAIL

    POLYETHLENEDOME

    EPDMROOFING

    EXTRUDEDPOLYSTRENEINSULATIONBOARDWITHTAPEREDINSULATIONMECHANICALLYFASTENTOSLAB

    CONTINUOUSSELFADHERINGVAPORBARRIER

    METALROOFDECKANDCONCRETESLABTOPPEDWITHCONCRETEPRIMER

    TERTIARYSTRUCTURE

    SKYLIGHTINUNITIZED

    SECTIONSCOUNTERSUNK

    GASKET

    SKYLIGHTSUPPORTPAINTED

    STEELPLATE

    SUNSHADING

    INTERNALTHERMALBREAKWHERESUNSCREEN

    SUPPORTPOSTPENETRATESGLASSROOF

    PRESSUREPLATE

    INSULATEDGLASSUNIT

    INSULATEDGLASSUNIT

    INSULATEDGLASSUNIT

    INSULATEDGLASSUNIT

    TRIPLE

    PLATEPURLINBOLTED

    ELECTRICALCONDUIT

    INSULATEDGLASSUNIT

    GWBSOFFITANDLIGHT

    DROPPEDCEILING

    INTERNALROLLERBLINDS

    INTERNALROLLERBLINDS

    SPRINKLERSYSTEM

    STEELANGLE

    24HRFIRERATEDFIRESTOP

    SHEETMETALANDROCK

    WOOL

    INSULATEDMETAL

    CONNECTION

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    Building Envelope

    echnical Report | A4114.001 | Fall 2011

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    EWS9

    EWS210

    IWS1

    IWS1@FIRERATE

    DPARTITION

    IWS2A

    IWS2B

    4=1

    FACADESYSTEM

    TYPOLOGY

    OUT

    IN

    OUT

    IN

    21 4

    "

    3 4

    "

    3 4

    "

    3 4

    "

    55

    8"238"2"

    PAINTEDSTEELPRESSURECAP

    GLAZINGGASKET

    LAMINATEDIGU

    PAINTEDSTEELPLATEMULLION

    EXTERIORROLLERBLINDS

    SUSPENSIONBRACKETABOVE

    PURLINSTRUCTUREABOVE

    PRIMARYSTRUCTUREABOVE

    LAMINATEDIGU

    ATSMOKEVENT

    1"312"

    12"

    1"

    PAINTEDSTEELANGLE

    PRESSURECAP

    PAINTEDSTEELPLATE

    MULLIONWITHTHERMALBREAK

    RIGIDINSULATION

    SOLIDSTONEPILASTER

    TOMATCHEXISTING

    BUILDINGSTONE

    VERTICALEXPANSION

    JOINGASKETCOVER

    FACEOFEXISTINGSTONE

    BUILDINGFACADE

    GLAZINGGASKET

    LAMINATEDINSULATED

    GLASSUNIT

    PAINTEDSTEEL

    FABRICATEDSTIFFENER

    21 4

    "

    3 4

    "

    3 4

    "

    3 4

    "

    SHAFTWALLASSEMBLY

    FIREPROOFEDSTRUCTURALCOLUMN

    LINEOFHORIZO

    NTALPLATESBELOW

    PAINTEDSTEELPLATEMULLION

    WELDEDPLATEFOR

    VISUALCLOSURE

    GRINDEDWELD

    PAINTEDSTEELPANEL

    ADJUSTABLEBRACKET

    FORSTEELPANELATTACHMENT

    STAINLESSSTEELDOWEL

    ADJUSTABLEBRACKET

    FORSTEELPANELATTACHMENT

    FIREPROOFEDSTRUCTURALCOLUMN

    LINEOFHO

    RIZONTALPLATESBELOW

    WELDEDPLATEFOR

    VISUALCLOSURE

    ADJUSTABLEBRACKET

    FORSTEELPANELATTACHMENT

    27

    8" 23

    4"

    38"

    4"

    3 4

    "

    3 4

    "

    FIREPROOFEDSTRUCTURALCOLUMN

    FIRERATEDGLASSPARTITION

    ANDFRAMINGASSEMBLY

    2HOURRATEDGYPSUM

    STAINLESSSTEELDOWEL

    GRINDEDWELD

    PAINTEDSTEELPANEL

    PAINTEDSTEELPLATEMULLION

    BOARDPARTITION

    214"

    23

    4"5"

    34"

    34"

    34"

    HINGEANDLOCKHARDWARE

    PAINTEDALUMINUMLOUVERPANEL

    STAINLESSSTEELDOWEL

    PAINTEDSTEELPLATEMULLION

    21 4"

    29

    16" 1"

    38"

    27

    16"

    27

    8" 2

    34"

    3 4"

    3 4"

    3 4"

    SHAFTWALLASSEMBLY

    PAINTEDSTEELPLATEMULLION

    HINGEDMETALPANEL

    RECESSEDMETALCABINET

    STAIR

    EWS7

    EWS5

    EWS3

    EWS12

    EWS11

    EWS1

    EWS12

    EWS9

    EWS2a

    IWS1

    IWS2b

    IWS2a

    EWS10

    EWS4

    EWS6

    EWS8

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    Mechanical Systems

    Design Intention

    Pianos extensive use o glazing resulted in a ragile thermal envelope, mandating a robust mechanicalheating and cooling system to counter New York Citys seasonal temperature uctuations. Further, ar-chitectural emphasis on lightness and transparency required an air circulation strategy which minimizedvisual clutter; as an alternative to ductwork, supply plenums were embedded in the oor and return ple-

    nums were placed in a dropped ceiling. The return lines in the glass atrium were concealed in the gapsbetween beams and columns.

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    BASEMENT 4 (-43-0)

    MECHANICAL (-49-6)

    AHUWITH INTEGRATEDHEATING COILS

    BASEMENT 3 (-33-6)

    BASEMENT 2 (-24-0)

    BASEMENT 1 (-14-6)

    BASEMENT 1A (-5-0)

    SECONDFLOOR (+20-0)

    FIRST FLOOR (0-0)

    THIRDFLOOR (+33-0)

    FOURTH FLOOR (+41-0)

    ROOF (+51-0)

    OUTSIDEAIR PLENUM

    AIR PLENUMS

    COMBINATIONPLENUM ANDLINEAR SUPPLY (TYPICAL)

    HEATING VENTILATION AND COOLING SYSTEMS

    SUPPLY AIR

    BASEMENT 4 (-43-0)

    BASEMENT 3 (-33-6)

    BASEMENT 2 (-24-0)

    BASEMENT 1 (-14-6)

    BASEMENT 1A (-5-0)

    SECONDFLOOR (+20-0)

    FIRST FLOOR (0-0)

    THIRDFLOOR (+33-0)

    FOURTH FLOOR (+41-0)

    ROOF (+51-0)

    SPILLAIR PLENUM

    SUSPENDEDAHUWITH VIBRATION

    DAMPENING SUPPORTS

    HEATING VENTILATION AND COOLING SYSTEMS

    RETURN AIR

    MECHANICAL (-49-6)

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    BASEMENT 2 (-24-0)

    BASEMENT 1 (-14-6)

    BASEMENT 1A (-5-0)

    SECONDFLOOR (+20-0)

    FIRST FLOOR (0-0)

    THIRDFLOOR (+33-0)

    FOURTH FLOOR (+41-0)

    ROOF (+51-0)

    MECHANICAL (-49-6)

    MECHANICAL PIPING

    COGENERATION SYSTEM

    AHUS

    COOLING TOWERS

    MOTOR

    Mechanical Systems

    Programmatic Zones

    Heating and cooling systems wereisolated into controlled climaticzones to accommodate varied oc-cupation and programmatic need.

    The museum, a light-sensitivespace which required constanttemperature and humidity lev-els, is supplied by AHUs locatedin the basement. The ofces,whose occupation varies basedon employees work schedules, issourced by an AHU located on theroo o an adjacent building. Thetheater, a noise-sensitive spacewhose occupation varies based on

    perormance schedules, is sourcedan AHU located in a slanted ceil-ing plenum; rubber dampenersminimize metal to metal contact,circulating air quietly to optimizeacoustics in the auditorium.

    Mechanical Piping

    The complex uses a steam pow-ered cogeneration system whichconnects to city inrastructure onlevel B2 and orms a circuit withthe AHUs, providing hot watereach or the coils. The chilled wa-ter supply is ed by cooling toweron roo o neighboring building.

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    Bibliography

    Renzo Piano Alters the Character of New Yorks Morgan Library and Museum with a New Entrance and aSkylit Court.Architectural Record; October 2006, Vol. 194 Issue 10, p36-36

    Grand Piano Design for Morgan Library

    Front Page; November 2002, EBSCO Publishing

    Renzo Piano & the Morgan LibraryTe New Criterion; June 2006, Michael J. Lewis

    Modern Design Is at Heart of Morgan Library ExpansionCivil Engineering News; June 2006

    h i l R t | A4114 001 | F ll 2011

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