Portfolio 2011 - 2015 by James Gresalfi

JAMES GRESALFI 2011-2015

BUILDING FOR THE FUTURE Brigham and Women’s Hospital Boston, MA

BLUELINE HEADHOUSE City Hall Plaza

Boston, MA

SCHOOL OF NURSING UNIVERSITY OF MASSACHUSETTS

Boston, MA

CAMPUS HUB Berkshire Community College Pittsfield, MA

RESILIENT LINKAGE Fort Point Channel Boston, MA

CAOFEIDIAN Tangshan Bay Eco City

China

BUILDING FOR THE FUTURE Brigham and Women’s Hospital Boston, MA

Planned to open in 2016, the Brigham Building for the Future will house eight floors of research laboratories, two floors of clinics, a vivarium, and a state of the art imaging facility, a conference and teaching center and a 400-car garage. The new building is integrated into the design of the existing campus and allows easy access into the existing circulation system on campus referred to as “the Pike.” It is also designed to maximize collaboration between disciplines, advance discovery, and provide the highest quality of care for patients. A typical lab floor separates the lab carrel spaces from the wet lab environment in order to increase the dry lab environment. This creates a dry zone that rings the wet lab areas. These collaboration zones connect with office suites that contain PI offices as well as support space. Open lab areas allow for flexibility and the ability to mix groups of researchers into the same wet and dry lab areas. The programming phase allows the team to create the best possible adjacencies with research groups that generate collaborative environments. Designed to achieve LEED Gold certification, the Building for the Future includes an innovative façade and massing that bring much-needed daylight into the building. The building will have both intensive and extensive green roofs, which are designed to reduce stormwater run-off while also providing occupants with a view of a peaceful oasis within the dense urban environment.

URBAN SECTION

PUBLIC BRIDGE

GARDEN Option 4 PAVILION

Option 1

LOBBY/DONOR WALL

BLACK OXIDE STEEL

5 1/2"

1' - 8"

3/4"

3' - 6"

SSM-1

16 A519

SST BASE

15 A519

OUTLET

FINISHED FLOOR

SST BASE

15 A519

WD-1 VENEER

FINISHED FLOOR

17 A519

16 A519

ELEVATION 6 - GROUND FLOOR BENCHES 6 1" = 1'-0" 3/4"

3/4"

ELEVATION 5 - GROUND FLOOR BENCHES 7 1" = 1'-0"

WD-1 VENEER

BLACK OXIDE STEEL SSM-1 WD-1 VENEER

BLACK OXIDE STEEL

3' - 6"

SSM-1

16 A519

FINISHED FLOOR

WD-1 VENEER

17 A519

OUTLET

SST BASE

ELEVATION 8 - GROUND FLOOR BENCHES 1" = 1'-0"

1' - 8" 2"

5 1/2"

1' - 8"

1' - 7 1/4"

3/4"

3' - 6"

SSM-1

15 A519

FINISHED FLOOR

SST BASE

FINISHED FLOOR

16 A519

ELEVATION 9 - GROUND FLOOR BENCHES 1" = 1'-0"

ELEVATION 10 - GROUND FLOOR BENCHES 1" = 1'-0"

K.6

WD-1 VENEER

3/4"

SSM-1

1' - 8"

A519

BASE

SST BASE

SHED FLOOR

FINISHED FLOOR

17 A519

16 A519

ELEVATION 12 - GROUND FLOOR BENCHES 1" = 1'-0"

A519 6

5 7' -

3/4

15 A519

HARDWOOD VENEER

17 A519 16 A519 0°

94.0

6 4' -

/2" 11

SOLID SURFACE

/4"

1' - 6 3/4"

0°

A519

A505

A519

8 1 24.00°

2' - 0"

BLACK OXIDE STEEL ON 3/4" SUBSTRATE

175.00°

3' - 6"

VARIES SEE PLANS

3/4"

1' - 7 1/2"

K.6

1' - 7 1/2"

4' -

9 1' -

* SEE DETAIL 15/A519 FOR TYP WD BANCH ASSEMBLING

/2" 11

4.1

1' - 0"

4' -

0 1' -

/2" 11

90.0 0°

1 1/2"

SECTION THROUGH HD WD VENEER BENCH AND STEEL COUNTER 15 1 1/2" = 1'-0"

FINISHED FLOOR

LOBBY GROUND FLR - BENCHES 2 1" = 1'-0"

BRIGHAM

1.4” 0.1”; each column is approximately 8.7”(w); the distance between each coumn is approximately each letter is approximately 0.28”(h); the repsective distance between each letter is approximately Image G. represents a close-up of the eteched glass surface with an interlaminated colour layer; Close-up of Etched Glass Surface G.

OMEN’S HOSPITAL - BBF

HAM AND WOMEN’S HOSPITAL - BBF

MONUMENTAL STAIR Lobby entrance – benches and art glass

TREAD & RISER

S ST GLASS RAILING CLIP

BUILT UP PTD (SC-1) AESS PLATE STRINGERV SEE STRUCT DWGS

2 1/2"

PRECAST TERRAZZO

GLI ENCLOSURE SEE ELEVATIONS FOR TYPE AND LOCATION

1 1/2"

LANDING FF

SECOND FLOOR 55' - 2"

RECESSED ACCENT LIGHT AT TOP OF ART GLASS WALL ART GLASS WALL

ALIGN

-4

TIE BACK ANCHOR SUPPORT FOR GLASS FRAMING

K.6 1 A517

CONT SUPPORT ANGLE FOR FINISH FLOOR MATERIAL

1/2" SST PLATE FRAME

" 1/2

GLI SEE ELEVATION FOR TYPE

S.ST HANDRAIL

1' - 4 1/2"

1/2" SST PLATE FRAME

PTD MTL CLOSURE

1/2" SST PLATE FRAME

1 1/2"

ANCHOR PLATE

1/2" SST PLATE FRAME

MIN

1' - 6"

ACP CEILING

7 A511

LOBBY STAIR LANDING DETAIL 3" = 1'-0"

1' - 11"

1/2" SST PLATE FRAME

SECOND FLOOR 55' - 2" LOBBY STAIR SPANDR 1 3" = 1'-0"

GLI-1 LOBBY STAIR TOP LANDING DETAIL 3" = 1'-0" 8"

GLI-1

1 1/4"

PRECAST TERRAZZO TREAD & RISER

2' - 9"

1' - 9"

EMBEDDED ABRASIVE STRIPS

1/2" x 1" HANDRAIL BRACKET

TYP

GLI-1

1 1/2" DIA. SST HANDRAIL

BUILT UP PTD (SC-1) AESS CHANNEL TO SUPPORT ART WALL SEE STRUCT DWGS

2' - 10"

IN HANDRAIL LIGHT FIXTURE SEE LIGHITNG SCHEDULE

3' - 6"

IN HANDRAIL LIGHT FIXTURE SEE LIGHITNG SCHEDULE A

1' - 6"

7' - 0"

1 1/4"

2 3/4"

1 1/2" DIA. SST HANDRAIL 1 1/2" DIA. SST HANDRAIL

K.6

GLI-1

2' - 10"

1 1/4"

ALIGN

13 RISERS @ 7"

1 1/2"

3 A513

SST POST 1"X1"

AESS PLATE BUILD UP T GLI GLASS SECTION

3' - 6"

1" x 1" SST POST FOR HANDRAIL

GASKET

PRECAST TERRAZZO TREAD AND RISER

6' - 5"

1/2" RISERS 1' - 4 11

@ 7"

PTD (SC-1) AESS PLATE STRUCT DWGS

ALIGN

3 A513

TYP GLI-1

SIM

COMPRESSIBLE FILLER 1/2" SST PLATE FRAME

GLI-1 LANDSCAPE ARCHITECT:

GLI - SEE ELEVATIONS FOR TYPE

GEO-TECH. ENGINEER:

CLIP ANGLE AS REQUIRED

Haley & Aldrich Suite 2200, 465 Medford St. Boston, MA 02129

STRUCTURAL GLAZED GLASS (SEE ELEV FOR GLAZING TYPES)

1 1/4"

GLI-1

Waldron Engineering and Construction, Inc. 37 Industrial Drive, Suite G-1, Exeter, NH 03833

STRUCTURAL TUBE SUPPORT FOR ART WALL SEE STRUCT DWGS

GLI-1 2' - 9"

CONSTRUCTION MANAGER: Suffolk Construction 99 Conifer Hill Dr. Danvers, MA 01923

CIVIL ENGINEER:

GLI-1

VERTICAL TRANSPORTATION:

STL PLATE

9 A514

LOBBY STAIR INBOARD HANDRAIL DETAIL @ ART WALL 3" = 1'-0" 13 RISERS @ 7"

LOBBY STAIR RAILING DETAIL 3" = 1'-0"

7' - 0"

Van Deusan Associates LOBBY STAIR Independence Wharf, 470 LANDING 4 = 4th 1'-0" Atlantic 3" Ave, Floor, Boston, MA 02210

& SPANDREL DETAIL 2

GLASS RAILING GLI-1 TYP

GLI-1

TYP GLI-1

PTD (SC-1) AESS PLATE STRUCT DWGS

1 - 1/2" DIA SST HANDRAIL

LOBBY STAIR LANDING 3" = 1'-0"

SS HANDRAIL

2' - 9"

LAB PLANNER: Jacobs Consultancy Suite G20. 303 South Broadway, Tarrytown, NY, 10591

2' - 10"

BR+A The Arsenal on the Charles, 311 Arsenal St. Watertown, MA 02472

COGEN CONSULTANT:

K.6

FIRST FLOOR 41' - 2"

STL ANGLE W/ STRUCTURAL ADHESIVE

VHB 99 High St. Boston, MA 02110

2' - 9 1/2"

4 ALIGN

CONT. SUPPORT ANGLE FOR FLOORING MATERIAL

GLI-1

Halvorson 25 Kingston St, Boston, MA 02111-2200 1' - 10"

10' - 6"

FIRST FLOOR 41' - 2"

1' - 4 1/2"

1' - 11"

MEP:

STAIR VIEW 3 1 1/2" = 1'-0" BUILT UP PTD (SC-1) AESS PLATE STRINGERV SEE STRUCT DWGS

TERRAZZO FEE FINISH PLANS FOR TYPE

TYP

STRUCTURAL ENGINEER: McNamara Salvia 160 Federal St. Fifth Floor, Boston, MA 02110

PRECAST TERRAZZO TREAD AND RISER

GLI-1

1/2"

3/4"

1/8" EDGE BAND CONT. SUPPORT ANGLE FOR FLOORING MATERIAL

1 BEACON STREET SUITE 5200 BOSTON, MASSACHUSETTS 02108 PHONE 617 378 4800 FAX 617 378 4899

SS HANDRAIL

11"

2' - 9"

BUILT UP PTD (SC-1) AESS PLATE STRINGER SEE STRUCT DWGS

COUNTER SUNK FASTENERS @ POST BASEPLATE TYP

27' - 2"

1' - 6 3/4"

S ST GLASS RAILING CLIP

5 A515

6 RISERS @ 7"

3' - 6"

1 -1/2" DIA SST HANDRAIL

GROUND FLOOR 24' - 3"

5 WALNUT WD BENCH OVERLAY

3' - 5"

EMBEDDED ADHESIVE STRIP SST POST 1" X1" GLI - SEE ELEVATIONS FOR TYPE

SSM-1

LOBBY STAIR SECTION 1/2" = 1'-0"

4 A513 FIRST FLOOR 41' - 2"

SST POST 1" X1" GLI - SEE ELEVATIONS FOR TYPE

3 1/4"

PRE-CAST TERRAZZO TREAD AND RISER 1' - 0"

COUNTER SUNK FASTENERS @ POST BASEPLATE TYP BUILT UP PTD (SC-1) AESS PLATE STRINGER SEE STRUCT DWGS

1/2" AESS CLOSURE PLATE EXTENSION OFF STRINGER PRE-CAST TERRAZZO TREAD AND RISER

STL ANGLE W/ STRUCTURAL ADHESIVE

2/27/2014 2:14:52 PM C:\Users\zlee\Documents\RevitLocalFiles\NBBJ-BBF-AE-000-IC-CENTRAL_zlee.rvt

1' - 3 1/4"

1' - 4 1/2"

MARCH 3, 2014

SSM-1 PANEL

1/2" SST PLATE FRAME

3/4"

ALIGN

1/2" SST PLATE FRAME

PTD (SC-1) AESS PLATE STRUCT DWGS 3/4"

GLASS RAILING GLI-1 TYP

SST HANDRAIL

PTD (SC-1) AESS STL FILLER PLATE

STL POST AND BASE PLATE TO SUPPORT GLASS FRAME

CONSTRUCTION DOCUMENTS

PTD (SC-1) AESS STL @ UNDERSIDE OF STAIR SEE STRUCT DWGS

1/2" SST PLATE FRAME

2' - 9 1/2"

LANDING FF

SUPPORT STRUCT FOR LOWER LANDING SEE STRUCT DWGS

ISSUE MARK

FRAMING SUPPORT FOR BENCH

DATE

DESCRIPTION

4 A514 27' - 2" AFF

PLYWD SUBSTRATE

DRAWN BY:

CHECKED BY:

PROJ. NO.:

100909.00

10 A514

GROUND FLOOR 24' - 3"

3' - 6"

S STL BASE TO MATCH WALL BASE

1' - 6 3/4"

SSM - 1

1' - 6 3/4"

STUD FRAMING AS REQUIRED

2' - 10"

2/27/2014 3:53:49 PM C:\Users\zlee\Documents\RevitLocalFiles\NBBJ-BBF-AE-000-IC-CENTRAL_zlee.rvt

3/4"

5 A513

CL GLI-1

2' - 10"

ART GLASS WALL

GLI SEE ELEVATIONS FOR TYPES

7' - 0"

1" x 1" SST POST FOR HANDRAIL

13 RISERS @ 7"

2' - 10"

GLI-1

BRIGHAM BUILDING FOR THE FUTURE

SPANDREL

GLI SET IN S.STL FRAME SEE ELEVATIONS FOR GLASS TYPES AND LOCATIONS

LOBBY STAIR SECTION LOWER 1/2" = 1'-0"

JAG

1' - 11" DATE: GROUND FLOOR 24' - 3" DWG.

MARCH 3, 2014

LOBBY STAIR DETAILS

6 A514

GROUND FLOOR 24' - 3"

5 A514

07.17.13

CLINICAL FLOOR

BWH - BB

SYSTEM DIAGRAMS

SEE WALL FINISH PLANS FOR CRASH GUARD TYPE

ISSUE

GUARDRAIL ATTACHMENT BRACKET

MARK

DATE

DESCRIPTION

KEYPLAN 1' - 6"

3" ALUMN L MOLDING REGLET

1/2" S ST PLATE FRAME

CHECKED BY:

PROJ. NO.:

100909.00

D SEE PLANS FOR PARTITION TYPE

DRAWN BY:

DATE:

DWG.

Scaffolding of Axons

MARCH 3, 2014

CLINIC MAIN CORRIDOR DETAILS

CLINIC MAIN CORRIDOR - HEADWALL DETAIL 3" = 1'-0"

3" = 1'-0"

A903

D FRAME

BRIGHAM BUILDING FOR THE FUTURE RECESSED LIGHT FIXTURE SEE RCP FOR TYPE.

BLOCKING.

PTD GWB

FULLY RECESSED FRAME

MTL FASCIA

PTD GWB

SEE RCP FOR CLG HGT

STRUCTURAL ENGINEER: McNamara Salvia 160 Federal St. Fifth Floor, Boston, MA 02110

MEP:

BR+A The Arsenal on the Charles, 311 Arsenal St. Watertown, MA 02472

SEE RCP FOR CLG HGT

FRAME

ION FOR TYPE

ACP SYSTEM SEE RCP FOR TYPE ACP SEE RCP FOR TYPE

1/2" S ST PLATE FRAME PGL SEE ELEVATION FOR TYPE

LANDSCAPE ARCHITECT: Halvorson 25 Kingston St, Boston, MA 02111-2200

VERTICAL TRANSPORTATION: Van Deusan Associates Independence Wharf, 470 Atlantic Ave, 4th Floor, Boston, MA 02210

6" PGL SEE ELEVATION FOR TYPE 1/2" S ST PLATE FRAME

LAB PLANNER: Jacobs Consultancy Suite G20. 303 South Broadway, Tarrytown, NY, 10591

FULLY RECESSED FRAME SEE WALL FINISH PLANS FOR CRASH GUARD TYPE

BLOCKING. 3"

SEE WALL FINISH PLANS FOR FINISH TYPE

2 1/2"

SEE PLANS FOR PARTITION TYPE

3' - 0"

CRASHGUARD SUPPORT BRACKET

ALUMN L MOLDING

SEE ELEVATIONS FOR BASE TYPE

FIRST FLOOR 41' - 2"

CLINIC MAIN CORRIDOR - ACRYLIC PANEL @ WAITING RM GUARDRAIL 3" = 1'-0"

CONSTRUCTION DOCUMENTS

SEE PLANS FOR PARTITION TYPE

MARCH 3, 2014

5" 1/2"

WALL FINISH AS NOTED ON WALL FINISH PLANS 1/2" X 5/8" ALUM REGLET CORNER GUARD AS NOTED ON WALL FINISH PLANS

ISSUE MARK

CLINIC MAIN CORRIDOR - ACRYLIC PANEL DETAIL 3 3" = 1'-0"

DATE

DESCRIPTION

SEE PLANS FOR PARTITION TYPE

1/2" S ST PLATE FRAME PGL SEE ELEVATION FOR TYPE

CORNER GUARD AS NOTED ON WALL FINISH PLANS 1/4"

DRAWN BY:

CHECKED BY:

PROJ. NO.:

100909.00

VHB 99 High St. Boston, MA 02110

Waldron Engineering and Construction, Inc. 37 Industrial Drive, Suite G-1, Exeter, NH 03833

CLINIC MAIN CORRIDOR - ACRYLIC PANEL @ WAITING RM LIGHT SLOT 3" = 1'-0"

DATE:

DWG.

OR TYPE

HMENT

CIVIL ENGINEER:

Haley & Aldrich Suite 2200, 465 Medford St. Boston, MA 02129

AME

PLANS FOR PE

Suffolk Construction 99 Conifer Hill Dr. Danvers, MA 01923

COGEN CONSULTANT:

CONSTRUCTION MANAGER:

GEO-TECH. ENGINEER:

SEE RCP FOR DIMENSION

FOR TYPE

AME

1 BEACON STREET SUITE 5200 BOSTON, MASSACHUSETTS 02108 PHONE 617 378 4800 FAX 617 378 4899

MARCH 3, 2014

CLINIC MAIN CORRIDOR DETAILS

GUARDRAIL ATTACHMENT BRACKET SEE WALL FINISH PLANS FOR CRASH GUARD TYPE

CLINIC MAIN CORRIDOR - ACRYLIC PANEL DETAIL 1

DWG.

RESEARCH FLOOR

BLUELINE HEADHOUSE City Hall Plaza Boston, MA

With CKA’s original involvement in the development / urban redesign of Boston’s city hall plaza namely the City Hall Plaza Arcade and new transit station entrances. CKA/NBBJ was asked to design a small egress head house for the MBTA’s Blueline which in concept and physical siting impacted the original Arcade and streetscape as designed by CKA. The Egress head house, while not an active entrance, is still a player in the overall sidewalk and streetscape of city hall plaza. Conceptually and physically filling a Gap in the original Arcade’s design. Adding to its functionality as an egress head house, the headhouse is wrapped on the plaza elevation with a urban bench and canopy shelter which echoed the materials of the original arcade construct though expressing these materials in a more contemporary way. On the Street elevation it was intended to be wrapped with billboard or informational signage.

ANATOMY

SCHOOL OF NURSING

“...the University must be bold, imaginative and resourceful in its site plann

UNIVERSITY OF MASSACHUSETTS

— Boston Redeve

Boston, MA

and a campus

The wid Drive Point outh

of salt on city s ce

int Pla

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Beac

and ice introdu

that leached in Mo

tV ern

Str

eet

weakened the

lege Col ton ool Bos h Sch Hig

forcing steel em SI SI

that gives conc

steel and concr PW

Su pp ly

steel corroded, Se rv ic

inic

from the garag uin n

ulli

ianc

lvd

IS C

Dom

umns, exposing

H Lib eale ra y ry

corrosion from

U Pla tility nt

the peninsula.

11:30 PM

12:00 AM

9:30 PM

11:00 PM

9:00 PM

10:30 PM

10:00 PM

8:30 PM

8:00 PM

7:30 PM

7:00 PM

6:30 PM

6:00 PM

5:30 PM

5:00 PM

4:30 PM

4:00 PM

3:30 PM

3:00 PM

2:30 PM

2:00 PM

1:30 PM

1:00 PM

12:30 PM

12:00 PM

11:30 AM

9:30 AM

11:00 AM

9:00 AM

10:30 AM

8:30 AM

10:00 AM

8:00 AM

7:30 AM

7:00 AM

6:30 AM

6:00 AM

KEY

Number Of Classrooms

EXISTING CAMPUS BUILDINGS

The det Un

ive

FUTURE CAMPUS BUILDING SITE

Time Of Day

ity

Dri

FUTURE CAMPUS RESIDENCE SITE

reached a critic

FUTURE PARKING GARAGE SITE TRACK / TENNIS COURTS RELOCATION PROPOSED KEY CAMPUS LANDSCAPES

Remediation, 3%

public safety an in

EXISTING PLAZA OUTLINE PLAZA TO REMAIN

Remediation: 3% Clinical Tutoring: 1%

2006 MASTER PLAN

Original complete master plan showing 6 colleges, library, admin building, fine arts center, physical ed complex, and full-size science center EXISTING CONTEXT BUILDINGS

25 Year Framework Plan

the 1,560-car s

PFS Small Group: <1%

Clinical Orientation: 13%

Simulation: 74%

Revised August 2013

Remediation, 3%

Remediation: 3%

Simulation: 26%

EHS Tutoring: 7%

Wound Lab: 1%

in place? Or sh

Academic Tutoring: 9%

PAACT: 12% Simulation: 74%

PFS Small Group: <1%

EHS Tutoring: 3%

Simulation: 58%

Open Lab: 9% Lab Sections: 44%

W Th F

M T

W Th F

Week 5

M T

W Th F

Week 6

M T

W Th F

Week 7

M T

W Th F

Week 8

M T

W Th F

Week 9

M T

W Th F

Week 10

M T

W Th F

Week 11

M T

W Th F

Week 12

M T

W Th F

Week 13

M T

SIMULATION ROOM

DEBRIEFING ROOM Simulation: 26%

SS BOSTON

This complment of program spaces is intended to create a sense of community not only for on CNHS students, but also for students across ital Asset Management and Maintenance (DCAMM) / University of campus. The siting and design of the building , Boston also contribute to the execution of the 25 chmondwill So Engineering (Structural), Mikyoung Kim (Landscape), ngineering (Civil),Master VJ Associates (Cost Estimating) year Plan, completed by Chan Krieger in 2006. The Commonwealth of Massachusetts Division of Capital Asset Management ramming, Site Selection & Early Concept Design ultiplier and @ 3.1 Maintenance (DCAMM), working with University of Massachusetts, Boston has enPatrick Tedesco, Debi McDonald, Jim Gresalfi, Lauren Shirley, gaged NBBJ to develop a certifiable building study for the programming and siting of GAB2. Investigations of space requirements and po-

g initiatives to Capital Asset Management and Maintenance (DCAMM), tential building sites for the new building are esearch space working with University of Massachusetts, Boston has the main focuses of this phase work. After oston campus, engaged NBBJ to develop a certifiable buildingofstudy for will become the programming and siting in of (GAB2). Investigations of completing the study February, NBBJ will ng and Health space requirements and potential building sites for the begin design with construction slated to beooms, a small new building are the main focuses of this phase of work. gin in After thecompleting summer of in2016. has allos complement the study February,DCAMM NBBJ will begin ate a sense of design construction to begin inBoston the summer for this cated $84 with million toslated UMass s, but also for of 2016. DCAMM has allocated $84 million to UMass project. This capital project includes approxid design of the Boston for this project. This capital project includes mately $61 million in construction ution of the 25- approximately $61 million in construction costs,costs, which which rieger intranslates 2006. translates building of about to toaa building of 120,000 aboutGSF.120,000 GSF. s Division of

forEXAM verdant ROOM ope

Adv Health Fitness & Nutrition Assessment, 15% Clinical Exercise Physiology, 13%

Med Math Review: 3%

Performance Exam Retake: <1%

Performance Exam Review: <1%

Performance Exam: <1%

Wound Lab: 1%

The third in a series of recent building initiatives to update and expand academic and research space on the University of Massachusetts’ Boston campus, General Academic Building 2 (GAB2) will become the new home for the College of Nursing and Health Sciences and provide general classrooms, a small dining hub, and student life spaces.

NURSING MAIN LAB

Research Methods II: 15% Comp Testing: 10%

Med Admin Review: 1%

Lab Sections: 89%

Exercise Physiology ,I 19%

Academic Tutoring: 9% Health Fitness Assessment: 38%

Open Lab: 9% Lab Sections: 44%

Research Methods II: 15%

campus? If the

ished, could, an

Re-Entry Exam: 1%

EHS Tutoring: 3%

demolished, pr

PFS Orientation: 1% Clinical Orientation: 4%

W Th F

Week 14

paired, requirin

Med Math Review: 3% Performance Exam Review: <1%

Clinical Orientation: 13%

Week 4

followed: Shou

Med Admin Review: 1%

Clinical Tutoring: 1%

PFS Small Group: <1%

M T

tions of how to

the magnitude

Academic Tutoring: 19% Communications Workshop: 2%

Comp Testing: 9%

PROPOSED PEDESTRIAN CONNECTIONS

1969 CAMPUS PLAN

PFS Orientation: 1% Clinical Orientation: 4%

two levels unde

be adaptively re

How should pa

Adv Health Fitness & Nutrition Assessment, 15% Clinical Exercise Physiology, 13%

Prelimin

analyses led to

Exercise Physiology ,I 19% Health Fitness Assessment: 38%

ily stabilize the

parking with n

3 Montage of Phase One campus as completed in 1974 with 2 colleges, library, admin building, and one-half of the science center

and then demo

implications of

this campus ma

Elevation view of Phase One looking south towards Wheatley (left), Science (center left), Healey (center right), and Quinn/Service Building (right), all built above a tw

SITE 3

SITE 4

PRELIMINARY LANDSCAPE SCHEME, MIKYOUNG KIM DESIGN

Enhance Campus Gateway with Landscape Strategy Plaza at Campus Arrival | Streetscape at Commencement Lawn

4 2

N 1| Campus Arrival - Supports Daily Function 2| Streetscape & Edge of Commencement Lawn 3| Secondary & Service Entry 4| Amenity to Occupants - Views and Connection to Future Development

The landscape strategy for Alternative 02 is aimed at meeting the functional needs of GAB2, but also enhancing the experience of the surrounding campus. A secondary entrance and service access could be accommodated at the south side of the building (see page 10), while a new pedestrian plaza could be created to the north, along the Commencement Lawn. Envisioned as a more urban and active streetscape, the plaza space here would complement and build upon the function of the Commencement Lawn. Students, faculty and staff could eat, hold meetings, or gather between classes outdoors, while enjoying views across the lawn to the water. An amenity to the campus population, the energy and activity of the campus would be visible to visitors and every-day users alike.

PROGRAM STACKING

CAMPUS HUB Berkshire Community College Pittsfield, MA

CAMPUS LIVINGROOM Berkshire Community College, designed by noted midcentury architect Benjamin Thompson in 1969, sits on a dramatic 180-acre site surrounded by the Berkshire Mountains in Western Massachusetts.The project scope includes renovations to classrooms, labs, and faculty spaces within Melville and Hawthorne Halls, the main academic buildings on campus. NBBJ is charged with creating innovative learning environments together with an improved sense of warmth and welcome to transform these existing concrete buildings into comfortable and inspired learning environments. In addition to creating improved learning environments, creation of connecting corridors between the classrooms on the lower floors, and a new, central connector linking the two buildings on the upper floors. Another significant design driver is access to daylight throughout the buildings to capture views to the Berkshire landscape. These integrated themes of improved learning spaces, accessibility, and access to light and views, together with an interior design approach that enhances the existing gray structure, contribute to an improved sense of community on this commuter campus.

n l . t e d d t n . w y d

FIELD ADMIN

KOUSSEVITZKY

THE DISTRICT

The District: The future holds many unknowns and risks from a variety of climate-based hazards. But what will district life be like when the proverbial sun is out? A framework for flexibility, diversity and innovation is presently more achievable than planning for any specific metrics or standards of performance. By focusing on resiliency strategies that are multifaceted – that both delight and perform – we can ensure that stakeholders have an unmatched urban experience, even as they face the challenges of climate change. Global gateway cities will require resilient districts to remain competitive on the world stage and offer the lifestyle urban dwellers seek. The 100 Acre District must perform and captivate. RESILIENT LINKAGES proposes a strategy that embraces the fluctuations of the tide and mounting sea level by building a higher level “ground plane” through both public and private investment in a responsive infrastructure and creating an aqueous Central Park that doubles as a water management system. Planning policies that raise the resiliency requirements and incentivize responsible building and contributions to the public realm ensure successful development of a desirable and resilient urban district.

总图 2012‐ 04‐24

CAOFEIDIAN Tangshan Bay Eco City China