Ramsey Bakhoum - Portfolio

RAMSEY BAKHOUM

// CHRONOLOGY

SKOLKOVO INSTITUTE OF SCIENCE & TECHNOLOGY (SKOLTECH)NORTHEASTERN UNIVERSITY INTERDISCIPLINARY SCIENCE & ENG. COMPLEX (ISEC)UNIVERSITY OF KENTUCKY NEW CHEMISTRY BUILDINGSKIDMORE COLLEGE NEW SCIENCE CENTERBRIDGEWATER STATE COLLEGE NEW SCIENCE BUILDINGUNIVERSITY OF RHODE ISLAND COLLEGE OF PHARMACYACC / MUSEUM OF ASIAN CULTUREPORTER SQUARE HOTELACUHO STUDENT DORMITORY OF THE FUTURE COMPETITIONNEW CONCERT HALL AT UNIVERSITY OF NORTH CAROLINA OHIO STATE UNIVERSITY UNION PARKING GARAGE ADDITION AND RENOVATIONBRIDGEWATER STATE COLLEGE NEW RESIDENCE HALLLEASING OFFICE RENOVATION AT 23 SIDNEY STREETWESTFIELD STATE COLLEGE COMMONS ROOM RENOVATIONEAST BALTIMORE HOUSING PROTOTYPE STUDYUNIVERSITY OF NEW HAMPSHIRE NEW RESIDENCE HALL COMPETITIONCOVENANT HOUSING COMPETITION AT BOSTON COLLEGESYMMES NEW HOSPITAL COMPETITIONBOOTHBAY PRIVATE RESIDENCE AND CARRIAGE HOUSEANCIENT STABIAE ARCHEOLOGICAL PARK NEW SERVICES BUILDINGU.S. FEDERAL COURTHOUSE COMPETITION, ROCKFORD, ILU.S. FEDERAL COURTHOUSE COMPETITION, RICHMOND VAXIAMEN CUSTOMS HOUSE INTERNATIONAL DESIGN COMPETITIONNATO HEADQUARTERS INTERNATIONAL DESIGN COMPETITIONVILLA MONTEPULCIANOWEST KOWLOON RECLAMATION DISTRICT URBAN DESIGN COMPETITIONMASSACHUSETTS HORTICULTURAL SOCIETY GARDEN UNDER GLASS COMPETITIONAMGEN PIER 89 MASTER PLAN AND FEASIBILITY STUDY REPORTAMGEN CORPORATE HEADQUARTERS COMMONS BUILDINGJONES-CORSON LOFTSLATER-FERZOCO RESIDENCECHERRY HILL LOFTSORANGE HALL CONDOMINIUMSLONGVIEW PRIVATE RESIDENCE

PAYETTE

KYU SUNG WOO ARCHITECTS

JONATHAN LEVI ARCHITECTS

MICHAEL DENNIS + ASSOCIATES

DIMELLA SHAFER

MARYANN THOMPSON ARCHITECTS

KOETTER KIM + ASSOCIATES

TECHLER DESIGN GROUP

1998

2000

2003

2006

2007

2015

boston architectural college (b.arch)

// 01University of Rhode Island

SOUTH FACADE PERFORMANCE

SUMMER

100%

SHADING

(0% DIRECT SOLAR HEAT GAIN)

SPRING / FALL

51%

SHADING


WINTER

21%SHADING


2013 AIA RHODE ISLAND HONOR AWARD RECIPIENT

As the lead designer working directly under the Principal-in-Charge, I was responsible for the detailing and design exploration of the exterior envelope systems, exterior envelope performance & analysis, detail-ing of interior public spaces, coordination of a complex system of underground cam-pus utilities, including waterproofing and drainage for severe hydrostatic conditions, resolving challenging existing building con-ditions, as well as overseeing and manag-ing the construction documentation and construction administration team. Techni-cal coordination expertise is evident in the successful, built execution of the design intent while upholding design aesthetic with highest regard. Design authorship is exhibited in the sophistication of the ex-terior envelope design, and elegance in the detailing of the interior public spaces.

Self-initiated coordination and collabo-ration with Odeh Engineers (Structural) resulted in a simplification of structural framing saving approximately $1/2 mil-lion on a $45 million dollar project. Similar attention to coordination with Vanderweil Engineers (MEP/FP) resulted in achieving the design as intended while simultane-ously accommodating the complexity of research laboratory mechanical require-ments. Integration w Civil & Landscape consultants resulted in a well-orchestrat-ed building solution in harmony with its surroundings and environmental require-ments.

// University of Rhode IslandCollege of Pharmacy

South Facade Performance

Custom sunshade design optimizes solar angles for summer & winter performance, as well as maximiz-ing reflected daylight in the clerestory window lites.

Extended window shrouds at the perimeter of the curtainwall system assist with reducing solar heat gain by providing additional shading surface.

Interior Stair Elevation

Interior Guardrail Details

The interior communicating stairs conceal a complex structural support system allowing no visible columns for a 16’ rise.

The standing seam zinc siding has a playful relationship with the window spacing. The detailing was particularly challenging as partial seam panels needed to address head jamb and sill simultaneously while allowing a verti-cal seam to pass by the window opening.

RESEARCH

Final Report | November 2014

THERMAL PERFORMANCE OF FAÇADES

2012 AIA UPJOHN GRANTRESEARCH INITIATIVE

Perimeter wood slat shrouds elegantly con-ceal coplanar window frames, an immense concrete shear wall system on each side of the public space, in addition to a steel transfer girder system overhead. In unison, these support a structural tension hanger system which affords each two-storey vol-ume a seemingly floating expanse of wood windows, as well as expansive outlooks to the courtyard beyond. While the east face of the shear walls provide niches for dis-play cabinets exhibiting historical artifacts of the pharmacological practice, the west face of each shear wall is transformed into a living “green wall,” connecting the interior space to the exterior and nearby Medicinal Garden, which supports the College of Phar-macy’s mission of nature-inspired medicinal research.

Shear Wall Axonometric w/ Planter & Wood Slat System

North Façade

West Façade

4

3

2

1

0 50 100NORTH QUADRANGLE

COLLEGE OF PHARMACY

MEDICINAL GARDEN

EXISTING FACILITY (REMOVED)

1

2

3

4

ENTRANCE

SERVICE

South Façade and Medicinal Garden

North Facade (beyond)

South Facade & Medicinal Garden

// 02Bridgewater State University

Coming in halfway through the design phase, my responsibility was to take leadership on somewhat unresolved areas of the project, namely the pow-er plant addition and new greenhouse for Bridgewater’s New Science Center. This involved identifying programming requirements, design studies to CD level documentation for both facili-ties, including coordination with all relevant trades.

Greenhouse

Power Plant Addition

// Bridgewater State UniversityNew Science Center - Power Plant Addition & Greenhouse

Typical Greenhouse Perimeter Detail

New Greenhouse

During the construction documentation phase, the corru-gated zinc siding was switched from horizontal to vertical orientation to allow for easier vertical seaming of the in-tegrated door panels.

Power Plant Cladding Detail

Corner Coping and Infil Panel Trim

Power Plant Addition and Existing Power Plant

// 03ACC / Museum of Asian Culture

Section through Artplex

// ACC - Museum of Asian Culture

Axon through Enclosed Bamboo Court Section through Enclosed Bamboo Court

Open Bamboo CourtEnclosed Bamboo Court

Axonometric through Public Core Stair

Public Core Stair Study

// 04Northeastern University

Northeastern University, challenged with meeting the bud-get of their new Integrated Science Center, desired to intro-duce high quality design through even the most utilitarian of spaces. Here, my contribution was designing a techni-cally sophisticated yet elegant egress stair, comprised of a central painted steel ribbon, using standard materials with an eye towards the most cost effective design pos-sible while still maintaining the integrity of the design. The result is a stair which is minimalist by only using what is absolutely essential to support the stair’s structure.

Additional coordination ensured this egress stair met stringent requirements for high-rise buildings with all me-chanical systems and large structural members completely concealed from view.

Egress Stair Details

STEEL PAN RISERBEYOND

CONCRETE FILL

FINISH FLOORING

STEEL STRINGER

2'-10

"

1 1/2"

3/16" STEEL PLATE GUARDRAIL PANEL

TUBE STEEL HANDRAIL

1/2" STEEL BAR STOCKHANDRAIL BRACKET

1 13/16" x 1/2" STEEL BAR STOCKSTANCHION

1/2" STEEL STIFFENER AT EACHSTANCHION

2'-7"

1/2" A

T NO

SING

3'-8" BETWEEN GUARDRAILS2"

2" A

T NO

SING

3'-6"

3"

8"


CONCRETE FILL

FINISH FLOORING

STEEL STRINGER

2'-7"

1 1/2"


TUBE STEEL HANDRAIL

3/16" STEELBRACKETING PICKET


2'-7"

1/2" A

T NO

SING


2" A

T NO

SING

3'-6"

11"

1 13/16"



CONCRETE FILL

FINISH FLOORING

COUNTERSUNK FASTENER W/GASKET AND STEEL SPACER

STAINLESS STEEL MESH

1 1/2" x 1/2" STEEL BARSTANCHION


STEEL STRINGER

2" A

T NO

SING


CONCRETE FILL

FINISH FLOORING

STEEL STRINGER

2'-10

"

1 1/2"


TUBE STEEL HANDRAIL




2'-7"

2 1/2"

AT

NOSI

NG

3'-8" BETWEEN GUARDRAILS2 1/8"

2" A

T NO

SING

3'-6"

3"

8"

1 15/16"


CONCRETE FILL

FINISH FLOORING

STEEL STRINGER

3'-6"

2"


TUBE STEEL HANDRAIL




2'-7"

1/2"

MIN.


2" A

T NO

SING

3'-6"

11"


CONCRETE FILL

FINISH FLOORING





STEEL STRINGER

2"


CONCRETE FILL

FINISH FLOORING

STEEL STRINGER

2'-10

"

1 1/2"


TUBE STEEL HANDRAIL




2'-7"

1/2" A

T NO

SING


2" A

T NO

SING

3'-6"

3"

8"


CONCRETE FILL

FINISH FLOORING

STEEL STRINGER

2'-7"

1 1/2"


TUBE STEEL HANDRAIL

3/16" STEELBRACKETING PICKET


2'-7"

1/2" A

T NO

SING


2" A

T NO

SING

3'-6"

11"

1 13/16"



CONCRETE FILL

FINISH FLOORING





STEEL STRINGER

2" A

T NO

SING


CONCRETE FILL

FINISH FLOORING

STEEL STRINGER

2'-10

"

1 1/2"


TUBE STEEL HANDRAIL




2'-7"

2 1/2"

AT

NOSI

NG


2" A

T NO

SING

3'-6"

3"

8"

1 15/16"


CONCRETE FILL

FINISH FLOORING

STEEL STRINGER

3'-6"

2"


TUBE STEEL HANDRAIL




2'-7"

1/2"

MIN.


2" A

T NO

SING

3'-6"

11"


CONCRETE FILL

FINISH FLOORING





STEEL STRINGER

2"

Design Inspiration

// Northeastern University

Plan Detail

Section Detail

UP

UP

UP

UP

2 3

A

2.4

B

1A7.03

C1

C1C1

H3

C1

C1

E

E

H1

E

E

9 1/8"

2.000' 237 SF

STAIR 1000S1

B 1 A

7'-9 1

/4"

1'-1 1

/8"

9 1/8"

1'-10"

33A7.09

TYP

E

3.688'

4'-0 1/4"

3'-9"

4'-0 1

/4"1'-

6 1/4"

1'-4 1/2"

8 1/2"

28'-3 1/2"

B

UP

1'-0"

7 3/4"

VESTIBULE000V1

B 4 A

TYP.

11"

FIRE HOSE CONNECTIONAND SPRINKLER CONTROLASSEMBLY ACCESS PANEL

FIRE HOSE CONNECTION13

A7.09TYP

1'-0"

CANE RAIL

8'-5"

A7.0910

3

A

2.4

B

2.2

1A7.03

P2

R2

E1

H3

H3

H3E

P2

P2

H1

E

E1

E

E18.000'

203 SF

STAIR 1100S1

B 1 A

15.500'

EGRESSCONTROLGATE

18.000'

11"

5'-4"

1'-0"

3'-9 1/4"

10"

8 1/2"

4'-0 1

/4"5"

4'-0 1

/4"10

"

4'-6 1/4"

5'-5 1/4"3'-8"11'-10 3/4"7 3/4"

5'-5 3/4" 11'-0" 4'-6 1/4"

1'-3"

8'-5 1

/2"

33A7.09

TYP33A7.09

TYP

33A7.09

TYP

B

BDN

DN

A7.0932

A

TYP.

11"


FIRE HOSECONNECTION

A7.401

13A7.09

TYP

13A7.09

TYP

G

F

EOS

1'-0" 1'-11"

1'-0"

EOS

F

4'-1"

E

5 5/8"

7 1/4"

1'-0"

A7.04a 2a

3

A

2.4

B

2.2

1A7.03

H3H3

C1

H3EH3

E

C1

C1

H3

H1H3

E1

E

196 SF

STAIR 1200S1

B 1 A33.000'

25.500'

11" 2'-10 1/4"

1'-1"

10"

7 3/4"

10"

4'-0 1

/4"5"

4'-0 1

/4"8 1

/2"

4'-0 1/4" 6"

4'-6 3/4" 11'-0" 4'-11 1/4"

9'-2"

33A7.09

TYP

A

B

B

5'-5 3/4"

9 3/8"

A7.0932

A7.0932

11'-0"

DN

TYP.

11"

5'-4"


FIRE HOSECONNECTION

A7.401

34A7.09

13A7.09

TYP

A9.6813

EOS

EOS1'-0"

SOLID SURFACE SILL

1'-0"

A

13A7.09

TYP

4'-1"

4 1/2"

A7.04a 2a

A7.04a

1a

3

A

2.4

B

2.2

1A7.03

H3

H3

C1

H3EH3

E

H3

H1H3

225 SF

STAIR 1300S1

B 1 A

47.500'

40.540'

33A7.09

TYP

B

B

A

A

11"

3'-9 1/4"

7 3/4"

5'-5 3/4" 10'-1" 4'-11 1/4"

10"

8 1/2"

4'-0 1

/4"5"

4'-0 1

/4"

1'-1"

5'-4"

1'-0"

9'-9 5

/8"

4'-4 5/8"

A7.0932

8 1/8"3'-10 1/8"11'-0"5'-5 3/4"7 3/4"

8'-3 3

/8"

DN

TYP.

11"


FIRE HOSECONNECTION

13A7.09

TYP

34A7.09

EOS

EOS

1'-0"

A9.6823

A9.6832

1'-0"

A

A A

A7.04a 2a

21A7.11

22A7.11

A7.04a

1a

STAIR GUARDRAIL LEGEND

A SEE DETAIL 14 / A7.09 (GUARDRAIL TYPE A)

B SEE DETAIL 15 / A7.09 (GUARDRAIL TYPE B)

ArchitectPayette Associates Inc.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002

Civil Engineer

Vanasse HangenBrustlin Inc.99 High St. 10th FloorBoston, MA 02210Tel: 617-728-7777

Northeastern University

360 Huntington Ave.Boston, MA 02115Tel: 617-373-2000

Drawing Scale

Project Number

Date Issued

Landscape Architect

Stephen StimsonAssociates288 Norfolk St.Cambridge, MA 02139Tel: 617-876-8960

MEP/FP Engineer

Arup USA, Inc.955 Mass Ave.Cambridge, MA 02139Tel: 617-864-2987

Structural Engineer

LeMessurierConsultants, Inc.1380 Soldier Field Rd.Boston, MA 02135Tel: 617-868-1200

Laboratory Planner

Jacobs Consultancy303 S. Broadway #G20Tarrytown, NY 10591Tel: 914-333-1116

Code Consultant

RW Sullivan Engineering529 Main Street,Suite 203Boston, MA 02129Tel: 617-523-8227

Vibration and AcousticConsultant

Acentech Inc.33 Moulton St.Cambridge, MA 02138Tel: 617-499-8000

EMI / RFI Consultant

Vitatech115 Juliad CourtSuite 105Fredericksburg, VA22406Tel: 504-286-1865

Wind / Air QualityConsultant

RWDI650 Woodland Rd.W. Guelph, Ontario,Canada N1K 1B8Tel: 519-823-1311

Cost Consultant

Vermeulens470 Atlantic Ave, 4thFloorBoston, MA 02210Tel: 617-273-8460

LEED Consultant

Soden25 Child St. Suite 3Boston, MA 02130Tel: 617-372-7857

Elevator Consultant

Van Deusen & Assoc.470 Atlantic Ave, 4thFloorBoston, MA 02210Tel: 617-273-8016

As indicated

A7.00

STAIR 1 PLANS - NORTHEGRESS STAIR

45251.00

03/19/14

SCALE: 3/8" = 1'-0"1 STAIR 1 - NORTH EGRESS STAIR - LEVEL B

SCALE: 3/8" = 1'-0"2 STAIR 1 - NORTH EGRESS STAIR - LEVEL 1



GENERAL NOTE: ALL STRUCTURAL STEEL EXPOSED WITHIN 2-HOUR RATED STAIR ENCLOSURE SHALL RECEIVE INTUMESCENT PAINT, UNLESS OTHERWISE NOTED.

# DATE DESCRIPTION1 03/19/2014 STEEL BID PACKAGE ADDENDUM 12 05/20/2014 GMP SET3 06/24/2014 CONSTRUCTION DOCUMENTS4 07/25/2014 CONSTRUCTION DOCUMENTS ADD 1CONCRETE FILL

FINISH FLOORING

STEEL STANCHION

WELD

STEEL CHANNEL STRINGER

GUARDRAIL, TYPE B

MIN.

7 1/2"

PROJECTEDINTERSECTION

OF NOSING(FACE OF

TREAD) (TYP).2 1/8" TYP.2 1

/8"

STEEL STIFFENER AT STANCHIONS

STEEL STRINGER BEYOND

COPE STRINGER TO STRUCTURALSTEEL (NOT SHOWN)

SCHEDULED

PARTITION ASSTEEL PAN RISERBEYOND, PAINT

UNDERSIDE OF STAIR PT-31

CONCRETE FILL

FINISH FLOORING

STEEL CHANNELSTRINGER, PT-31

STEEL SUPPORTAS REQUIRED

TYP.

2 1/8"

3'-6"

1 1/2"

2'-7"

1/2"

3'-8" BETWEEN INSIDE FACE OF STRINGERS2 1/8"

2 1/8"

AT

NOSI

NG

11"

2 1/8"

CONCRETE FILL

FINISH FLOORING

STEEL CHANNEL STRINGER, PAINT COLOR PT-32

STEEL PAN RISERBEYOND , PAINTFLANGES AGAINSTINNER STRINGER PT-32, ALL OTHERS PT-31

1/2" STEEL STIFFENER AT EACHSTANCHION, PAINT COLOR PT-32

SHEET METAL GUARDRAIL PANEL, TYPE B, W/1 3/4" HEMMED EDGE AT PERIMETER. PAINTCOLOR PT-32.

1/2" X 7 1/2" X 1 3/4" STEEL STANCHIONMOUNTING PLATE W/ SLOTTED HOLES WELDEDPERPENDICULARTO STRINGER, PAINT COLOR PT-31.

MIN.

7 1/2"

METAL FASTENERS, PAINT COLOR PT-32

EASE MITERED CORNERSAT TOP OF PANEL

STEEL HANDRAIL,1-1/2" O.D., PAINT COLOR PT-31

1/2" THICK STEEL PLATEHANDRAIL BRACKET W/ EASED EDGESAND SLOTTED HOLE, PAINT COLOR PT-31

3"

1"

1/2"

(2) TWO L2X2 STEEL ANGLES,FASTENED TO STANCHION ANDHANDRAIL BRACKET, PT-32

METAL FASTENER, PAINT COLOR PT-32

3/16"

ALIGN PANEL W/ INSIDE FACE OF STRINGER, TYP.

COUNTERSUNK FASTENERSTHROUGH FACE OF PANEL TO ANGLE,PT-32. SPACE FASTENERS EQUALLYWITHIN PANEL AS REQUIRED

4 1/2"1/4" RADIUS

STEEL PAN RISERBEYOND , PAINT UNDERSIDE OF

STAIR COLOR PT-31

CONCRETE FILL

FINISH FLOORING


STEEL ANGLE FRAME BEYOND,PT-31

STEEL HANDRAIL,1-1/2" O.D., PAINT COLOR PT-31

1/2" THICK STEEL PLATEHANDRAIL BRACKET W/ EASED EDGES

AND SLOTTED HOLE, PAINT COLOR PT-31

PERFORATED ALUMINUM PANEL, TYPE A

1/2" STEEL STIFFENER AT EACHSTANCHION, PT-31

STEEL CHANNEL STRINGER, PT-31

COUNTERSUNK FASTENERSTHROUGH PANEL FACE, EQUALLY

SPACED

ALUMINUM EDGE BINDING ATPANEL PERIMETER

1 1/2" X 2" STEEL ANGLE PERIMETERFRAME (ALL SIDES) FASTENED TO STEEL

STANCHIONAND HANDRAIL BRACKET, PT-31

1 1/2"

2 1/8"

AT

NOSI

NG

METAL FASTENERS, PT-31

METAL FASTENERS,PT-31

COUNTERSUNK FASTENERSTHROUGH PANEL FACE, EQUALLY

SPACED

1/2" X 1 3/4" X 7 1/2" STEEL PLATESTANCHION WELDED PERPENDICULAR TOSTRINGER. PROVIDE SLOTTED HOLES FORMOUNTING OF GUARDRAIL PANELS. PAINT

PT-31

1/2"

2 1/8"

2'-10

"

3"

8"

3'-6"3'-8" BETWEEN INSIDE FACE OF STRINGERS

1/4" RADIUS

1"

1/2"

4 1/2"

SCHEDULED

PARTITION AS

STEEL PAN RISERBEYOND , PAINT UNDERSIDE OF

STAIR COLOR PT-31

CONCRETE FILL

FINISH FLOORING

STEEL CHANNEL STRINGER, PT-31

MIN

1 1/2"

2'-10

"

1/2" THICK STEEL PLATEHANDRAIL BRACKET W/ EASED EDGESAND MOUNTING PLATE, PAINT COLOR

PT-31

STEEL HANDRAIL,1-1/2" O.D., PT-31

FIRE TREATED BLOCKING

3"2 1

/8"

1/4" RADIUS

1"

1/2"

2 1/2"

GUARDRAIL, TYPE B, PT-32

STEEL HANDRAILBEYOND


STAIR PAN BEYOND

STEEL STRINGER BEYOND

STAIR NOSING

2 1/8" TYP.

1/2"

COPE STEEL CHANNEL STRINGER TOSTRUCTURAL ASSEMBLY AND WELDTO STRUCTURE, TYP., PT-32

2 1/8"

ANGLE BEYOND

STEEL HANDRAIL, PT-31

WELD BENT PLATE TO STEEL BEAM, TYP.


STEEL HANDRAIL, PT-32

STAIR NOSING

STEEL STRINGER, PT-32

STEEL PAN RISERBEYOND , PAINTFLANGES AGAINSTINNER STRINGER PT-32,ALL OTHERS PT-31

METAL PAN STAIRASSEMBLY

CONCRETE FILL

COPE STEEL CHANNEL STRINGER TOSTRUCTURAL ASSEMBLY AND WELDTO STRUCTURE, TYP., PT-32

1/2"

WELD BENT PLATE TOSTEEL BEAM, TYP.

FROM EDGE OF STRUCTURAL SLAB, TYP.

LOCATE STAIR SUPPORT BEAM 12" MAX

STRUCTURALSLAB

2 1/8"

SEE STAIR SECTIONS FORCENTER OF PANEL JOINT /STANCHION LOCATIONS,TYP.

MOUNT PANEL ANGLES TOSTANCHION ANDHANDRAIL BRACKET

GUARDRAIL PANEL TYPE B

2 1/8"

CONCRETE FILLSTAIR NOSING

1/2"

CENTER OFSTANCHION /PANEL JOINTINTERSECTSW/ PROJECTEDSTAIR NOSING,TYP.

STEEL HANDRAIL

HANDRAIL BRACKET

STEEL MOUNTINGBRACKET @ EA.STRINGER., PT-31

CENTERLINE OF STANCHION /

HANDRAIL BRACKET /

PANEL JOINT

2 1/8"

AT

NOSI

NG

1/2"

LINE OF ANGLEBEYOND

EXTENT OF FABRICATIONSAMPLE. PROVIDE SAMPLEFOR GUARDRAIL TYPE A ANDTYPE B ASSEMBLIES.

3

2 1/8"

TYP

GUARDRAIL,TYPE A

STEEL COLUMN,SEE STRUCTURAL.

STEEL ANGLE, BOLTEDTO COLUMN AND WEBOF STEEL CHANNELSTRINGER

CONCRETELANDING

6"2 1/8"

LINE OF STIFFENERSAT STANCHIONS

5"2 1/8" 2 1/8"

2 1/8"

11"

1'-1 1

/8"

11"

EQ.

9 1/4"

EQ.1/2"

SEE 31 / A7.09 FOR TYPE BSTANCHIONSEE 30 / A7.09 FOR TYPE ASTANCHION(NOT SHOWN HERE)

1 1/2"

1 1/2"1 1/2"

LINE OFCHANNELSTRINGER

LINE OFHANDRAILABOVE

STAIR NOSING(PROJECTED)

SEE PLANS FORDIMENSIONS TOBEGINNING/ENDOF STAIR RUNS

OPEN TO BELOW

STEEL STANCHIONS.LOCATIONS VARY

WEB OF CHANNELBELOW

POINT AT WHICHPANEL TRANSITIONSFROM HORIZONTALTO SLOPED

GUARDRAIL PANEL,TYPE B

SHEET METAL PANEL GUARDRAIL,TYPE B. PAINT PT-32. ALIGN FACEOF PANEL W/ FACE OF STRINGERBELOW

2 1/8"

L2X2 ANGLES FASTENED TO STANCHIONAND HANDRAIL BRACKET, PAINT PT-32

COUNTERSUNK FASTENERS THROUGHPANEL FACE, PT-32

HEMMED EDGE AT PANEL PERIMETER,TYPICAL

1 1/2"

1/2" X 1 3/4" X 7 1/2" STEEL PLATE STANCHIONWELDED PERPENDICULAR TO STRINGER.PROVIDE SLOTTED HOLES FOR MOUNTINGOF GUARDRAIL PANELS. PAINT PT-31

3/16"

3/16"

1 3/4"

LINE OF STEEL CHANNEL STRINGER,PT-32


LINE OF HANDRAIL BRACKET ABOVE,PAINT PT-31

1/2"

2"2"

1/4" T

YP.

CENT

ERLIN

EST

ANCH

ION

& B

RACK

ET

LINE OF HANDRAIL ABOVE,PAINT PT-31

LINE OF ALUMINUM EDGEBINDING, ALIGN W/STRINGER BELOW

PERFORATED ALUMINUMPANEL, TYPE A

ALUMINUM EDGE BINDING ATPANEL PERIMETER

1 1/2" X 2" STEEL ANGLEPERIMETER FRAME (ALL SIDES)FASTENED TO STEEL STANCHIONAND HANDRAIL BRACKET, PT-31

COUNTERSUNK FASTENERSTHROUGH PANEL FACE

1 1/2"

1/2"

1 1/2"

2 1/8"

LINE OF CHANNELSTRINGER BELOW

LINE OFPERIMETER ANGLEFRAME

OVERHANG

1 3/4"

3/16"LINE OF HANDRAIL BRACKETABOVE

1/2" X 1 3/4" X 7 1/2" STEEL PLATESTANCHION WELDEDPERPENDICULAR TO STRINGER.PROVIDE SLOTTED HOLES FORMOUNTING OF GUARDRAILPANELS. PAINT PT-31


CENT

ERLIN

E ST

ANCH

ION

& BR

ACKE

T

LINE OF HANDRAIL ABOVE, PT-31

1 1/2"

ArchitectPayette Associates Inc.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002

Civil Engineer

Vanasse HangenBrustlin Inc.99 High St. 10th FloorBoston, MA 02210Tel: 617-728-7777

Northeastern University

360 Huntington Ave.Boston, MA 02115Tel: 617-373-2000

Drawing Scale

Project Number

Date Issued

Landscape Architect

Stephen StimsonAssociates288 Norfolk St.Cambridge, MA 02139Tel: 617-876-8960

MEP/FP Engineer

Arup USA, Inc.955 Mass Ave.Cambridge, MA 02139Tel: 617-864-2987

Structural Engineer

LeMessurierConsultants, Inc.1380 Soldier Field Rd.Boston, MA 02135Tel: 617-868-1200

Laboratory Planner

Jacobs Consultancy303 S. Broadway #G20Tarrytown, NY 10591Tel: 914-333-1116

Code Consultant

RW Sullivan Engineering529 Main Street,Suite 203Boston, MA 02129Tel: 617-523-8227

Vibration and AcousticConsultant

Acentech Inc.33 Moulton St.Cambridge, MA 02138Tel: 617-499-8000

EMI / RFI Consultant

Vitatech115 Juliad CourtSuite 105Fredericksburg, VA22406Tel: 504-286-1865

Wind / Air QualityConsultant

RWDI650 Woodland Rd.W. Guelph, Ontario,Canada N1K 1B8Tel: 519-823-1311

Cost Consultant

Vermeulens470 Atlantic Ave, 4thFloorBoston, MA 02210Tel: 617-273-8460

LEED Consultant

Soden25 Child St. Suite 3Boston, MA 02130Tel: 617-372-7857

Elevator Consultant

Van Deusen & Assoc.470 Atlantic Ave, 4thFloorBoston, MA 02210Tel: 617-273-8016

As indicated

A7.09

TYPICAL EGRESS STAIRDETAILS

45251.00

03/19/14

SCALE:

TYPICAL STAIR DETAIL

3" = 1'-0"35 GUARD AT FLOOR LANDING (TYPE B)

SCALE:


3" = 1'-0"33 STEEL HANGER SUPPORT AT INTERMEDIATE LANDING

SCALE:


3" = 1'-0"15 GUARDRAIL SECTION - (TYPE B)

SCALE:


3" = 1'-0"14 GUARDRAIL SECTION - (TYPE A)

SCALE:


3" = 1'-0"13 HANDRAIL SECTION AT PARTITION

SCALE:


1 1/2" = 1'-0"11 SECTION AT INTERMEDIATE FLOOR LANDING (TYPE B)

SCALE:


1 1/2" = 1'-0"12 SECTION AT UPPERMOST LANDING (TYPE B)

SCALE:


1 1/2" = 1'-0"10 SECTION AT BASE LANDING AT CONCRETE SLAB (TYPE B)

SCALE:


3" = 1'-0"34 STAIR STRINGER SUPPORT TO STRUCTURAL COLUMN

SCALE:


3" = 1'-0"32 GUARDRAIL PLAN DETAIL AT OFFSET TREADS (INNER RAIL - TYPE B)

SCALE:


12" = 1'-0"31 GUARDRAIL PLAN DETAIL (TYPE B) AT STANCHION

SCALE:


12" = 1'-0"30 GUARDRAIL PLAN DETAIL (TYPE A) AT STANCHION

# DATE DESCRIPTION1 05/20/2014 GMP SET2 06/24/2014 CONSTRUCTION DOCUMENTS

In addition to leading studies of the exte-rior facade development, I concentrated on the design and daylight analysis of a space within an existing two story build-ing, which was to be structurally modified to allow for an open, two-storey computer lab. This allowed daylight to permeate in a building with too large of a footprint and to be soon encompassed by new construc-tion.

// 01 Research

False Color Map

ISO Contour

Daylight Simulation

Spot Levels

Daylight Analysis Study Model

50a

Project Conditions

Location:Date of Thermal Image:

Exterior Air Temperature:Interior Air Temperature:Radiant Temperature:Assumed Emissivity:

As-Built Condition

APPENDIX- 06c | WINDOW TRANSITIONS: Recessed Relationship with Thermal Barrier

Summary of Thermal Performance

Calculated Baseline R-Value:

As-Built ConditionThermal Image R-Value:Simulated (THERM) R-Value:

Thermally Improved ConditionSimulated (THERM) R-Value:

19.82

8.913.15

7.08

-

- 55 %- 84 %

- 64 %

Central Rhode Island02/21/2012

25.7 ˚F68.4 ˚F69.7 ˚F

0.9

1

3

2

4

5

6

Calculated Baseline Clear Wall R-value

Material Width

in.

k

Btu·in/h·ft2·˚F

R-value

h·ft2·˚F/Btu

Material Width

in.

k

Btu·in/h·ft2·˚F

R-value

h·ft2·˚F/Btu

- Exterior Air Film - - 0.17 4 Exterior Sheathing 0.50 1.10 0.45

1 Brick (Common) 3.625 6.19 0.59 5 Air Cavity - - 1.36

2 Air Cavity - - 1.00 6 Gypsum Board 0.625 1.10 0.57

3 Rigid Insulation 3.00 0.20 15.00 - Interior Air Film - - 0.68

total 19.82

R-3.15

51a

Digital Image Infrared Image

Thermally Improved Condition

APPENDIX- 06c | WINDOW TRANSITIONS: Recessed Relationship with Thermal Barrier

brick lintel pulled outside of

insulation with intermittant

bracing back to structural

steel tube

R-7.08(+125%)

// 01Skolkovo Institute of Science & Technology

In conjunction with Swiss architec-ture firm Herzog & De Meuron, who masterplanned and designed the shell & core of the Skolkovo Institute, Payette was responsible for the pro-gramming and fitout of the 1 million sf complex. My involvement included visiting benchmark facilities with the client, program definition and leading schematic design of the Advanced Structures, Processes and Engineered Materials facility. Skoltech is a collab-oration between Skolkovo and MIT.

PAY E T T E

1 1

East Ring

Agora

West Ring

520 M

1700 FT

280 M

920 FT

// Skolkovo Institute of Science & Technology

Level 2 Level 1

High-Bay Structural Testing Lab

The spaces dedicated to ASPEM (ma-terial sciences) range from design stations, to chemistry labs to auto-mated fabrication laboratories with stringent temperature and structural criteria. The organizational structure of ASPEM leads a logical development from its conception to application and ultimate structural analysis.

Section through ASPEM (Material Sciences)

Automated Fabrication Lab

Wide & Narrow Bay Fabrication Space Lay-up Area between High Bay Zones

C

C

T

T

У

У

Ф

Ф

Ш

Ш

Э

Э

Ю

Ю

Я

Я

AA

AA

AБ

AБ

AB

AB

AГ

AГ

AД

AД

4646

4545

44 44

43 43

4242

4141

E-B5-1730

E-B5-1750

E-B5-1645

E-B5-1640

E-B5-1630E-B5-1620

E-B5-1615E-B5-1515

E-B5-1650

E-B5-1710

E-B5-1635

04.02.28

04.02.01 04.02.01 04.02.16 04.02.1704.02.1504.02.1504.02.1404.02.02 04.02.02

04.02.25

04.02.23

04.02.03

04.02.1804.02.18

04.02.20

04.02.24

04.02.22

04.02.0404.02.05

04.06.01

04.02.21 04.02.07 04.02.06 04.04.15 04.04.16 04.04.17 04.04.18

04.02.08

E-B5-1621

04.07.15

04.07.30

04.07.08

04.07.16

04.02.13

E-B5-1700E-B5-1701

96 96

E-B5-1755

WA.205WA.205

WA.102

04.02.1004.02.10

2,000

2,000

2,0002,000 2,000

WA.201

5-21.21

42

1474 74

90

86

21

747421

92

91

5060

5-21.21

3-19.22

70.0.01

70.0.01

WA.303WA.303

WA.214

WA.303

WA.303

WA.101

WA.303

WA.306

WA.211WA.201

WA.102WA.102

WA.211

WA.101

WA.211

WA.101

3-19.22

5,200

SKT1A-ARC-7-00-00-15110

SKT1A-ARC-7-00-00-15210

SKT1A-ARC-7-00-00-15211 0101

E-B5-1600E-B5-1655

5-21.82 5-21.82

5-14.14

WA.104

5,075

200

1,7256,215 3,600 75 5,860

6,200

3,150

15. 0. 1815. 0. 1815. 0. 18

15. 0. 1815. 0. 1815. 0. 18

15. 0. 1215. 0. 12

20. 3. 1820. 3. 18

20. 3. 18

20. 3. 1820. 3. 1820. 3. 18

20. 3. 1220. 3. 12

77. 1. 0677. 1. 06

77. 1. 0677. 1. 0677. 1. 06

77. 1. 0677. 1. 06

77. 1. 06

81. 1. 12

81. 1. 12

23. 3. 15 23. 3. 1523. 3. 15 23. 3. 1523. 3. 15 23. 3. 1523. 3. 15 23. 3. 1523. 3. 15 23. 3. 1523. 3. 15 23. 3. 1523. 3. 15 23. 3. 1523. 3. 15

23. 3. 1523. 3. 15 23. 3. 15

81. 1. 1281. 1. 12

20. 6. 18

20. 6. 1506. 0. 15

07. 0. 18

07. 0. 18

06. 0. 15

06. 0. 15

20. 6. 18

20. 6. 1520. 6. 1506. 0. 15

07. 0. 1807. 0. 18

06. 0. 1506. 0. 15

20. 2. 18

20. 2. 15

20. 2. 18

20. 2. 1520. 2. 15

20. 2. 18

01. 0. 18

00. 0. 18

03. 0. 12

20. 2. 18

20. 2. 12

00. 0. 18

20. 2. 18

77. 1. 0677. 1. 0677. 1. 0677. 1. 06

06. 0. 18

07. 0. 15

20. 3. 18

20. 3. 15

77. 1. 06

77. 1. 06

DE.019

DE.019

2-11.292-11.30

4-26.02 4-26.02

4-15.21

4-15.22

FHC

FHC

1,925

FHC

335

04.07.39

3,600

01 3,500 300

WA.201WA.201

WA.201WA.201

2,000

SKT1A-ARC-7-00-00-15232

2000

70.0.02

01

15

04.02.05 04.02.04

4-26.08

ПОХОЖОЕSIMILAR

04.02.01

WA.109

B5

Изм.№ Кол.уч. Лист № док. Подпись Дата

Стадия Лист Листов

Инв.

№ по

дл.

Подп

ись и

дат

аВз

ам. и

нв. №

Согл

асов

ано

SCALE / МАСШТАБ

PROJECT REV / ИСПР.DRAWING NAME / НАЗВАНИЕ ЧЕРТЕЖА

PROJECTLOCATION

SKOLKOVO INSTITUTE OF SCIENCE AND TECHNOLOGYEAST RING FIT OUT

Формат A0

FILE / ФАЙЛ

С

С

Key plan / План

Sk

REVISIONS/ ИСПРАВЛЕНИЯ REVISED DATE / ДАТА ИСПРАВЛЕНИЯ

Client / Заказчик

Engineer / Инженер

Architect / Архитектор

ARUP

LLC UDPC SkolkovoINT. DRAWING # / ВНУТР. НОМЕР ЧЕРТЕЖА

СКОЛКОВСКИЙ ИНСТИТУТ НАУКИ И ТЕХНОЛОГИЙ –ВОСТОЧНОЕ КОЛЬЦО

- Детализированная документация - Группа 1/ Design Development - Group 1 31.10.141 Детализированная документация / Design Development 22.12.14

1

30.01.152 Приложение номер 1/Addendum No.1

2 1 : 100 Project Name -SKT1A-ARC-4-B5-L1-181.dwg

Floor Plan, Level 1, ASPEM SKT1A-ARC-4-B5-L1-181

Поэтажный план, ярус 1,Перспективные конструкции,технологические процессы иматериалы

Список комнат/ Room List - B5 - L1 - ASPEM

Номер/Number Наименование помещения Name

Площадь/Area

Отделочныйматериалдля половFloor Finish

Отделочныйматериал

дляфундамента/ Base Finish

Отделочныйматериал длястен/ Wall

Finish


дляпотолков/

Ceiling Finish

E-B5-1515 Техник-лаборант: Механическая часть(класс 8 по ИСО)

Lab Technician: Mechanical - (ISO Class 8) 16 m² FF.211 BA.210 Окрашенэпоксиднойкраской/ EpoxyPainted

CF.802

E-B5-1600 Циркуляция Circulation 18 m² FF.204 BA.204 Окрашен/Painted

CF.103

E-B5-1615 Техник-лаборант: Электрическая часть(класс 8 по ИСО)

Lab Technician: Electrical (ISO Class 8) 17 m² FF.211 BA.210 Окрашенэпоксиднойкраской/ EpoxyPainted

CF.802

E-B5-1620 Лаборатория 7: Пространство сповышенной чистотой воздуха - участокплетения / оплетания / скручивания /укладки (класс 8 по ИСО)

Lab 7: Clean Space - Weaving / Braiding / Winding /Layup Area (ISO Class 8)

151 m² FF.211 BA.210 Окрашенэпоксиднойкраской/ EpoxyPainted

CF.802

E-B5-1621 Лаборатория 7: Холл с повышеннойчистотой воздуха

Lab 7: Clean Space Vestibule 8 m²

E-B5-1630 Лаборатория 4: Анализ конструкции Lab 4: Structural Analysis 299 m² FF.211 BA.210 Окрашен/Painted

См. план/ SeeRCP


См. план/ SeeRCP

E-B5-1640 Лаборатория 6: Многофункциональныематериалы

Lab 6: Multifunctional Materials 100 m² FF.211 BA.210 Окрашен/Painted

CF.401

E-B5-1645 Лаборатория 2: Механика материалов Lab 2: Mechanics of Materials 138 m² FF.211 BA.210 Окрашен/Painted

CF.401

E-B5-1650 Помещение подачи питания отгидропривода (ППГ)

Hydraulic Power Supply (HPS) Room 8 m² FF.301 BA.201 Окрашен/Painted

CF.801


CF.103

E-B5-1700 Конференц-зал Conference 21 m² FF.201 BA.201 Окрашен/Painted

CF.103

E-B5-1701 Чайная комната Tea Room 24 m² FF.204 BA.204 Окрашен/Painted

CF.103

E-B5-1710 Лаборатория 5: Виртуальноемоделирование / ХПК

Lab 5: Virtual Simulation / HPC 100 m² FF.204 BA.201 Окрашен/Painted

CF.103

E-B5-1730 Лаборатория 2: Механика материалов Lab 2: Mechanics of Materials 215 m² FF.211 BA.210 Окрашен/Painted

CF.401

E-B5-1750 Помещение подачи питания отгидропривода (ППГ)

Hydraulic Power Supply (HPS) Room 30 m² FF.301 BA.201 Окрашен/Painted

CF.801

E-B5-1755 Конференц-зал Conference 31 m² FF.201 BA.201 Окрашен/Painted

CF.103

1,310 m²

Список оборудования/ Equipment List - 04 ASPEM B5 L1Eq. Numb. Name (English) Name (Russian)

04.06.01 Ultrasonic Scanner Ультразвуковой сканер04.07.08 Winding Machine Намоточный станок04.07.15 Weaving Machine Ткацкий станок04.07.16 Braiding Machine Оплеточный станок04.07.30 Lay-up Table Выкладочный стол04.07.39 1.8M Fume Hood with Cupsink Вытяжной колпак 1,8 м с чашей раковины


04.02.17 All-electric 10K Dynamic Tension-Torsion TestInstrument

Электродинамическая усталостная машина на растяжение скручением 1 тс

04.02.18 Static Dual-Column Floor 100kN MechanicalTesting System

Универсальная напольная статическая машина 10 тс

04.02.20 Planar Biaxial Cruciform 100 kN Test System Система для двухосных испытаний плоских крестообразныхобразцов 10 тс

04.02.21 Planar Biaxial Test System with Torque 500 kN Система для двухосных испытаний с кручением 50 тс04.02.22 600J Impact Pendulum Маятниковый копер 600J04.02.23 50J Impact Pendulum Маятниковый копер 50J04.02.24 High Rate Testing System 100 kN Система для высокоскоростных испытаний 10 тс04.02.25 Split Hopkinson Bar System 20mm Установка разрезного стрежня Гопкинсона (20 мм)04.02.28 Hydraulic Power Unit Гидравлическая силовая установка04.04.15 Servohydraulic Uniaxial Fatigue Testing System

500 kNСервогидравлическая усталостная система 50 тс

04.04.16 Static Uniaxial Testing Machine 2000 kN Статическая одноосная машина 200 тс04.04.17 Static Uniaxial Testing Machine 600 kN Статическая одноосная машина 60 тс04.04.18 1500J Drop Test Machine Падающий копер 1500J


04.02.01 Servohydraulic 250K Fatigue Testing System Сервогидравлическая усталостная машина 25 тс04.02.02 Servohydraulic 100K Fatigue Testing System Сервогидравлическая усталостная машина 10 тс04.02.03 All-electric 3K Dynamic Test Instrument Электродинамическая усталостная машина 300 кгс04.02.04 Static Dual-Column Floor 250kN Mechanical

Testing SystemУниверсальная напольная статическая машина 25 тс

04.02.05 Static Dual-Column Tabletop 50kN MechanicalTesting System

Static Dual-Column Tabletop 50kN Mechanical Testing System

04.02.06 2000J Drop Tower Падающий копер 2000 J04.02.07 400J Floor Drop Tower Падающий копер 400J04.02.08 20J Benchtop Drop Tower Падающий копер 20J04.02.10 Universal Hardness Tester Универсальный твердомер04.02.13 Gigacycle Fatigue Machine Гигацикловая усталостная машина04.02.14 Servohydraulic 50K Fatigue Testing System with

TorsionСервогидравлическая усталостная машина 5 тс с кручением

04.02.15 Servohydraulic 25K Fatigue Testing System Сервогидравлическая усталостная машина 2.5 тс04.02.16 All-electric 10K Dynamic Test Instrument Электродинамическая усталостная машина 1 тс

Список примечаний/ Keynote Legend4-26.08 Швабра, раковина / Mop sink5-14.14 Настенный экран с ЖК-дисплеем, предоставляется

владельцем / LCD Screen, wall-mounted, provided by Owner5-21.21 Внутренняя разделительная штора, портьера с ручным

управлением с потолочной гардиной / Interior PrivacyCurtain, manually operated drapery with ceiling-mounteddrapery track

5-21.82 Низкие горизонтальные шкафы, низкие горизонтальныешкафы для компьютерного оборудования поставляются иустанавливаются владельцем / Credenza, IT credenzafurnished and installed by Owner

15 Рабочее место с подсветкой, предоставляется владельцем/ Workstation with task light, provided by owner

Список примечаний/ Keynote Legend01 Совместить / Align2-11.29 Яма для динамических испытаний (проектируется

компанией «Новатест») / Dynamic Testing Pit (to be designedby Novatest)

2-11.30 Яма для статических испытаний (проектируется компанией«Новатест») / Static Testing Pit (to be designed by Novatest)

3-19.22 Маркерные доски / Markerboards4-15.21 Двухбалочный потолочный мостовой стреловой кран с

балкой коробчатого сечения, 10 тонн / Double-girderoverhead travelling crane hoist with box-section girder, 10 tonne

4-15.22 Двухбалочный потолочный мостовой стреловой кран сбалкой коробчатого сечения, 5 тонн / Double-girder overheadtravelling crane hoist with box-section girder, 5 tonne

4-26.02 Перенаправить расположенные под плитами инженерныесети на этом участке / Divert underslab utilities this area

C

C

T

T

У

У

Ф

Ф

Ш

Ш

Э

Э

Ю

Ю

Я

Я

AA

AA

AБ

AБ

AB

AB

AГ

AГ

AД

AД

AE

AE

3737

3636

35 35

34 34

3333

3232

04.07.12

04.07.1904.07.18

04.07.13

04.07.11

04.07.0204.07.02

04.07.0404.07.0404.07.0404.07.2904.07.05

04.07.37

04.07.0304.07.17

04.07.07

04.07.28

04.07.38

04.07.27

04.07.23

04.07.22

04.07.2404.07.26

04.07.09

04.07.10

04.07.06

04.07.3004.07.30

04.07.14

E-B4-1600

E-B4-1530

E-B4-1725

E-B4-1630

E-B4-1615

40

40

93

4-15.25

WA.108WA.303

WA.303

WA.303

WA.303

WA.303

WA.108

WA.303

WA.108

WA.152

WA.105

WA.108

WA.108

4-15.21

4-15.22

REI 1

50

REI 1

50RE

I 150

REI 1

50

REI 150

REI 150

5-14.25

REI 1

50

04.07.29

5,140 2,185 3006,6753,640

2,050

1,010

5,940

725

4,100

3,225

20. 5. 15

07. 0. 18

06. 0. 18

09. 0. 1809. 0. 18

07. 0. 18 06. 0. 1806. 0. 18

20. 3. 1820. 3. 18

20. 3. 1820. 3. 18

20. 3. 1820. 3. 1809. 0. 18

20. 3. 18

20. 3. 18

23. 3. 1823. 3. 18

23. 3. 1823. 3. 18

20. 3. 1820. 3. 1820. 3. 18

20. 3. 1820. 3. 18

20. 3. 1520. 3. 1520. 3. 15

20. 3. 1820. 3. 1820. 3. 18

20. 5. 18

20. 3. 1820. 3. 1820. 3. 18

20. 3. 1520. 3. 1520. 3. 15

20. 3. 1520. 3. 1520. 3. 1520. 3. 15

20. 3. 1820. 3. 1820. 3. 18

20. 3. 18

07. 0. 18

06. 2. 1506. 2. 1506. 2. 15

20. 5. 1520. 5. 1520. 5. 15

20. 5. 18

77. 1. 0677. 1. 06

77. 1. 0677. 1. 0677. 1. 06

77. 1. 0677. 1. 0677. 1. 06

77. 1. 0677. 1. 0677. 1. 06

77. 1. 06

73. 1. 08

77. 1. 09

73. 1. 08

77. 1. 09

73. 1. 08

77. 1. 06

73. 1. 08

77. 1. 06

73. 1. 08

77. 1. 06

73. 1. 08

23. 3. 18

23. 3. 18

CG CG

CG

CG

CGCG

AIR-3 VAC-3 AIR-3 VAC-3

AIR-3VAC-3

AIR-3VAC-3

AIR-3VAC-3

WA.701

23. 3. 1823. 3. 18

23. 3. 1823. 3. 18

23. 3. 18

23. 3. 18

300

REI 1

50

REI 1

50

REI 150

FD

20. 3. 1820. 3. 18

LELE

15. 0. 1815. 0. 1815. 0. 18

15. 0. 1815. 0. 1815. 0. 18LE

LELE

VAC-3

AIR-3

15. 0. 18

LELE

WSPCW

AIR-3VAC-3 DE.019

FD

LE

WSPCW

LE

15. 0. 06

15. 0. 18

LE

LE

VAC-3

AIR-3

LE LELE LE

VAC-3AIR-3

VAC-3AIR-3

VAC-3AIR-3

VAC-3AIR-3

LELE

AIR-3VAC-3


AIR-3VAC-3


85. 7. 600

WA.213

4-21.64

4-21.70

4-21.704-21.64

4-43.10

4-43.10

SKT1A-ARC-7-00-00-01125

SKT1A-ARC-7-00-00-01124

SKT1A-ARC-7-00-00-01125

SKT1A-ARC-7-00-00-01124

SKT1A-ARC-7-00-00-01125

WA.303

WA.150

14

REI 1

50

ПОХОЖОЕSIMILARПОХОЖОЕ

SIMILAR



B4

Изм.№ Кол.уч. Лист № док. Подпись Дата

Стадия Лист Листов

Инв.

№ по

дл.

Подп

ись и

дат

аВз

ам. и

нв. №

Согл

асов

ано

SCALE / МАСШТАБ

PROJECT REV / ИСПР.DRAWING NAME / НАЗВАНИЕ ЧЕРТЕЖА

PROJECTLOCATION

SKOLKOVO INSTITUTE OF SCIENCE AND TECHNOLOGYEAST RING FIT OUT

Формат A0

FILE / ФАЙЛ

С

С

Key plan / План

Sk

REVISIONS/ ИСПРАВЛЕНИЯ REVISED DATE / ДАТА ИСПРАВЛЕНИЯ

Client / Заказчик

Engineer / Инженер

Architect / Архитектор

ARUP

LLC UDPC SkolkovoINT. DRAWING # / ВНУТР. НОМЕР ЧЕРТЕЖА

СКОЛКОВСКИЙ ИНСТИТУТ НАУКИ И ТЕХНОЛОГИЙ –ВОСТОЧНОЕ КОЛЬЦО

- Детализированная документация - Группа 1/ Design Development - Group 1 31.10.141 Детализированная документация / Design Development 22.12.14

1

30.01.152 Приложение номер 1/Addendum No.1

2 1 : 100 Project Name -SKT1A-ARC-4-B4-L1-172.dwg

Floor Plan, Level 1, ASPEM SKT1A-ARC-4-B4-L1-172

Поэтажный план, ярус 1,Перспективные конструкции,технологические процессы иматериалы


04.07.18 SLS 3D Printer SLS 3D Принтер04.07.19 FDM 3D Printer FDM 3D Принтер04.07.22 Autoclave Автоклав04.07.23 Hot Press 150 Ton Горячий пресс 150 тонн04.07.24 Water Jet Cutter Установка водной резки04.07.26 CNC Router ЧПУ Роутер04.07.27 Industrial Robot Промышленный робот04.07.28 Industrial Robot Промышленный робот04.07.29 Curing Table Подгореваемый стол04.07.30 Lay-up Table Выкладочный стол04.07.36 Cabinet for Tools Шкаф для инструментов04.07.37 Large Composite Curing Chamber (260C) Камера отверждения крупногабаритных композитов (260C)04.07.38 AFP Research Work Cell Отсек исследований автоматического размещения волокон

(AFP)


04.07.01 VARTM Equipment Мобильная вакуумная система с составной ловушкойсмолы

04.07.02 Resin Mixing Equipment Установка смешивания смолы04.07.03 Laboratory Hot Press Лабораторный гидравлический подогреваемый пресс04.07.04 Vacuum Furnace Печь вакуумная04.07.05 Laboratory Autoclave Лабораторный автоклав04.07.06 Automated Cutting Table Стол для автоматизированного раскроя04.07.07 Vacuum Table Вакуумный стол04.07.09 CNC Machine 5-ти координатный фрезерный станок04.07.10 Specimen Polish Grinding Автоматизированная машина для конечной обработки и

шлифовки образцов04.07.11 Curing Oven Печь04.07.12 Drying Furnace Сушильная Печь04.07.13 RTM Equipment Оборудование RTM04.07.14 Automated Fiber Placement (AFP) Machine Станок для автоматизированной выкладки волокна04.07.17 Injection Molding Machine Установка инжекционного формования

Список примечаний/ Keynote Legend4-15.22 Двухбалочный потолочный мостовой стреловой кран с

балкой коробчатого сечения, 5 тонн / Double-girder overheadtravelling crane hoist with box-section girder, 5 tonne

4-15.25 Двухбалочные полупортальные стреловые краны, 5 тонн /Double-girder semi-portal crane hoists, 5 tonne

4-21.64 Раковина для умывания - ГВ, ХВ / Handwash Sink - HW, CW4-21.70 Утилита раковина - нержавеющая стать, ГВ, ХВ / Utility Sink -

HW, CW, SST4-43.10 Шкафы противопожарной защиты, полуутопленные / Fire

protection cabinets, semi-recessed5-14.25 Трубка / Snorkel14 Предметы меблировки, предоставляемые владельцем /

Furniture, provided by owner

Список примечаний/ Keynote Legend4-15.21 Двухбалочный потолочный мостовой стреловой кран с

балкой коробчатого сечения, 10 тонн / Double-girderoverhead travelling crane hoist with box-section girder, 10 tonne

Список комнат/ Room List - B4 - L1 - ASPEM

Номер/Number Наименование помещения Name

Площадь/Area

Отделочныйматериалдля половFloor Finish


дляфундамента/Base Finish

Отделочныйматериалдля стен/Wall Finish


дляпотолков/

Ceiling Finish

E-B4-1530 Лаборатория 7: Литьевое прессованиеполимеров с помощью вакуума иотверждение

Lab 7: VARTM & Curing 62 m² FF.211 BA.210 Окрашенэпоксиднойкраской/ EpoxyPainted

CF.103

E-B4-1545 Циркуляция Circulation 15 m² Строительствофундамента/Base Build

Строительствофундамента/Base Build



E-B4-1600 Лаборатория 7: Открытые площади длястуденческих проектов

Lab 7: Open Student Project Area 317 m² FF.211 BA.210 Окрашен/Painted


E-B4-1615 Лаборатория 7: Участок размещенияволокон

Lab 7: Fiber Placement Area 765 m² FF.211 BA.210 Окрашенэпоксиднойкраской/ EpoxyPainted

CF.401

E-B4-1630 Лаборатория 7: Открытый рабочийучасток - пультовая

Lab 7: Open Work Area - Low Bay 124 m² FF.211 BA.210 Окрашен/Painted

CF.103

E-B4-1725 Лаборатория 7: Участок механическойобработки

Lab 7: Machining Area 50 m² FF.211 BA.210 Окрашенэпоксиднойкраской/ EpoxyPainted

CF.103

1,334 m²

Level 1 - Automated Fabrication

Level 1 - Structural Analysis

// 01Personal

Rendering of Pleat Bench

Elevation - Pleat Bench

Elevation - Kindling Sculpture

3D Prototyping Study

Branding Design

Rendering of Kindling and Firewood Storage Sculpture

Architectural Photography

Documents

Ramsey Bakhoum - Portfolio