Jamie ober portfolio

Page 1

JAMIE OBER COLLECTION OF WORK



GERMANTOWN ACADEMY NEW MIDDLE + UPPER SCHOOL

L O C AT I O N : F O R T WA S H I N G T O N , PA C O M P L E T I O N D AT E : A U G U S T 2 0 11 CONSTRUCTION COST :

$33 million

Germantown Academy’s new academic building is a 160,000 square foot facility that incorporates the historic administration building with new learning environments for the Middle and Upper Schools. The project is the first phase in the school’s implementation of a sustainable master plan. One of the major goals of that master plan is to reconnect the school to the Wissahickon Creek, which runs through the campus, and to view it as an ecological and educational resource.

R O L E : E x t e r i o r D e s i g n + D e t a i l i n g & D o c u m e n t a t i o n , C u r t a i n Wa l l D o c u m e n t a t i o n a n d C o o r d i n a t i o n , 3 d M o d e l i n g , C l i e n t C o r r e s p o n d e n c e , C o n s u l t a n t C o o r d i n a t i o n , R e v i t M a n a g e r, C o n s t r u c t i o n A d m i n i s t r a t i o n


site / context On the campus of Germantown Academy, The Wissahickon Creek was once viewed more as a liability than as an asset. Many of the original buildings turned their backs on the creek, and service zones were located along that area. Subsequent additions to the campus accepted and reinforced that approach. Our design team was immediately struck by the untapped value of the creek as an environmental asset as well as a potential teaching tool. Detailed programming discussions with faculty revealed enormous interest in tying educational programs, particularly in science and the arts, to the ecology of the creek. Trustees and administrators quickly recognized that utilizing the creek in this fashion would provide tangible evidence of the School’s commitment to environmental stewardship, a marketing edge in competing with other private schools for students and a big vision around which to focus fund-raising. The master plan that has been developed will be implemented in three phases. It will incrementally remove out-molded facilities and inappropriate uses along the creek edge, and replace them with restored wetlands, re-forested areas, usable open spaces and new structures that embrace and encourage interaction with this exceptional natural asset. Phase 1 efforts, now complete, included the construction of the new LEED Gold rated upper/middle school and the first segment of the environmental learning landscapes, the reconfiguration of all athletic fields setting them back from the flood plain, the re-establishment of wetlands, and the design of nature trails throughout the site.

Existing Site Plan

Germantown Academy’s current campus was developed in the mid-nineteen sixties on a 118 acre parcel in Fort Washington, PA. The site is bisected by the Wissahickon Creek, an environmentally rich and recreationally popular preserve of more than 4,100 acres.


sustainable opportunities EARTH EARTH

EARTH EARTH EARTH

SUN SUN SUN SUN SUN

LANDSCAPE LANDSCAPE

LANDSCAPE LANDSCAPE LANDSCAPE

SUN

SUN SUN SUN SUN

opportunity to re-use existing materials in various ways, & recycle waste materials opportunity to re-use existing materials in various ways, & recycle waste materials

opportunity to re-use existing materials in opportunity to re-use existing materials in various ways, & recycle waste materials various ways, & recycle waste materials

shield for summer sun & capture winter sun shield for summer sun & capture winter sun

shield for summer sun & capture winter sun shield for summer sun & capture winter sun

opportunity for green roof areas [reduces rainwater run-off to creek], expanded opportunity forintegrated green roofnative/natural areas [reduces habitat areas, opportunity for green roof areas [reduces opportunity for run-off green roof areas [reduces rainwater toconnections creek], expanded landscape, future to the creek, rainwater run-off to creek], expanded rainwater run-off to creek], expanded habitat areas, integrated native/natural & program opportunities habitat areas, integrated native/natural habitat areas, integrated native/naturalto the creek, landscape, connections landscape, futurefuture connections to the creek, landscape, future connections to the creek, & program opportunities & program opportunities & program opportunities

opportunity for photo voltaic & solar hot water opportunity for photo voltaicvoltaic & solar hot water opportunity for photo solar hot water opportunity for photo voltaic & solar&hot water

DAYLIGHT

DAYLIGHT DAYLIGHT DAYLIGHT

DAYLIGHT

capture northern daylight & other

capture northernopportunities daylight & other daylighting capture northern daylight & other captureopportunities northern daylight & other daylighting daylighting opportunities

daylighting opportunities

WIND

WIND WIND WIND

WIND

opportunity for natural ventilation & opportunity for natural ventilation & opportunity for natural ventilation & energy recovery energy recovery energy recovery for natural ventilation & opportunity energy recovery

WATER WATER WATER WATER

WATER

EARTH EARTH EARTH

EARTH EARTH

opportunity for raingardens opportunity for raingardens opportunity for raingardens [reduces stormwater run-off, increases habitat, [reduces stormwater increases [reduces stormwater run-off,run-off, increases habitat, habitat, integrate collection rainwater for planting opportunity forof integrate collection ofraingardens rainwater for planting integrate collection of rainwater for planting irrigation & toilet flushing] run-off, increases habitat, [reduces stormwater irrigation & toilet flushing] irrigation & toilet flushing]

integrate collection of rainwater for planting irrigation & toilet flushing]

opportunity for geo-exchange for opportunity for geo-exchange for heating & coolingfor geo-exchange for opportunity heating & cooling

S E 1 - N EW PHA U

PP

ER &M

heating & cooling opportunity for geo-exchange for heating & cooling

I DDLE SCHO

OL

Energy Diagram

by WRT design team

Proposed Site Plan


gathering spaces

UPPER SCHOOL “HOUSE” SPACE

Conceptually, the new Upper School (US) Middle School (MS) structure is organized into two separate bars and connected with a glass link. The link houses the main entrance into the US/MS and becomes the shared academic center with computer labs and the main library. The courtyard serves to redirect views out towards the creek area and extends the elements of the creek’s ecology up to the school.

The Upper School utilizes a variation of the English “house” system which assigns students to smaller social and service groups that cross grade lines, provide additional leadership opportunities, and encourages cross-pollination between class years. The design of the new building reinforces this organizational concept by providing inviting alcoves, open to the corridors, that serve as home bases for each of the School’s seven “houses”. At each floor level these house spaces are fully glazed along exterior walls. At the ground level this spaces provides access to the outdoor classroom spaces and environmental courtyards.

Concept Diagram by WRT design team


building plans

3

1

2

arts library math science history english language

G

arts library math science history english language


facades The raised central learning courtyard’s facade reflects a modern aesthetic, embracing the future of the program and it’s connection to the environment. Additionally in plan the courtyard facing walls rotate slightly to achieve a more desirable solar orientation. These design elements juxtapose the street, entrance, and campus-facing orthogonal stone facades which reflect the formal and traditional architecture of the campus. Combing these two elements provides exciting and open interior corridors that vary in width from start to end.

Campus-Facing Facade

STONE “TRADITIONAL” FACADE METAL “MODERN” FACADE

Interior Courtyard Facing the Creek

FORMAL

NATURAL


elevations aA

aB

aD

aC

aE

aF

aG

A

A2

A.4

B

C

D

D.2 D.4

F

F9

G

G1

J

K

L

L9

M

M1

Q

R

R.2

V

W

X

W3

X3

X.5

Y

US ROOF 2 T.O.S. 228' - 6"

US ROOF 2 T.O.S. 228' - 6"

US ROOF 1 T.O.S. 227' - 0" ADMIN ROOF 221' - 4 1/4"

MS ROOF 2 T.O.S. 218' - 6" 3RD FLOOR 215' - 0"

MS ROOF 1 T.O.S. 214' - 0" ADMIN LINK T.O.S. 210' - 2" ADMIN T.O.S. 206' - 11"

2ND FLOOR 201' - 0" ADMIN 2ND FLOOR 195' - 0"

1ST FLOOR 187' - 0" ADMIN 1ST FLOOR 183' - 7 1/2"

Ent. Level @ US 185' - 3 5/8"

ENT. LEVEL @ MS 185' - 3 5/8"

South Elevation

14

15

16

16.1

17

17.2

17.9

18

18.9 19

19.8 20

21

22

23

24

25

26

27

28

29

30

US ROOF 2 T.O.S. 228' - 6"

3RD FLOOR 215' - 0"

2ND FLOOR 201' - 0"

1ST FLOOR 187' - 0" Ent. Level @ US 185' - 3 5/8"

GROUND FLOOR 175' - 1"

East Elevation


19

18.9

5

4.8

main entrance US

entry

MS CURTAINWALL BEYOND SUNSHADE TYPE S3 BEYOND

4 A-324

1' - 3"

MS ROOF 1 T.O.S. 214' - 0"

1' - 11 1/2"

GREEN ROOF PLANTING. SEE LANDSCAPE DWGS

1' - 4"

INSULATED SPANDREL GLASS UNIT GWB POCKET & RETURN 2' - 0"

ALUM CURTAINWALL SYSTEM. SEE A600 SERIES

KEY

13' - 0"

CURTAINWALL BEYOND HORIZONTAL ALUM. SUNSHADE TYPE S3. SEE A600 SERIES

10' - 0"

LIBRARY C200

SUSPENDED ACT CLG VERTICAL ALUM. SUNSHADE TYPE S2. SEE A600 SERIES STONE WALL BEYOND

2' - 7"

2ND FLOOR 201' - 0"

SIM

2' - 6"

6 A-314

UPPER SCHOOL

11' - 0"

INTERIOR STONE WALL BEYOND

14' - 0"

CAST STONE LINTEL BEYOND

LOBBY C101

OPEN

8' - 6"

The new Upper School (US) Middle School (MS) configuration allows each school an identity in their own wing, but enhances the overall sense of community through a unified entrance. This central glass link serves as an academic center for the two schools and contains a common entrance lobby, shared library, computer labs and other common spaces. This cross-arm also forms a common circulation spine through the facility that is centered on and leads back to the existing administration building – the iconic symbol of Germantown Academy.

CAST STONE PANEL

1ST FLOOR 187' - 0"

8 A-321

Wall Section at Lobby

Middle School Entrance

SIM

South View of Lobby

Steel framing + CMU walls


L9

M

M1

Q

R

R.2

9' - 2"

6' - 6 3/4"

W

W3 X3

1' - 1 5/8"

X.5

8 A-322

shared spaces

Y

1' - 1 5/8" TO FACE OF STUD

15' - 8 3/4"

TO FACE OF STUD

8 A-322

SIM

EXTERIOR WALL TYPE 3: - EXPOSED FASTENER MTL PANEL TYPE 2 - 5/8" GYP SHTNG - WEATHER RESISTIVE BARRIER - 6" MTL STUDS @ 16" O.C. MAX

12

12

6

6

1 A-322

RTU SEE MECH DWGS.

5 A-322 6 A-322

Sim

6 A-322

1' - 1 5/8" ATTIC

ATTIC

2' - 6"

1' - 10"

2 A-601

STL. BEAMS, SEE STRUCT.

8' - 2"

646 SF

9' - 6"

CORRIDOR U300

MILLWORK BEYOND

11' - 4"

HISTORY U305

9' - 6"

LANGUAGE LATIN U308

EXTERIOR WALL TYPE 1 - STONE VENEER W/TIES AS REQ'D - AIR CAVITY - 2" RIGID INSULATION - AIR/VAPOR BARRIER - 8" CMU

SIM 2' - 0"

6 A-314

EXTERIOR WALL TYPE 2 - INSULATED METAL WALL PANEL TYPE 1 - 5/8" GYP SHTNG - 6" MTL STUDS @ 16" O.C. MAX - 5/8" GWB PNT

9' - 4"

ALUM. CW SYSTEM. SEE A600 SERIES FOR TYPES & DETAILS

12' - 0"

TPO ROOFING MMB ON TAPERED BOARD INSULATION

US ROOF 1 T.O.S. 227' - 0"

4' - 0"

3' - 6"

2' - 2"

US ROOF 2 T.O.S. 228' - 6"

1' - 6"

ASPHALT SHINGLE SLOPED ROOF ASSEMBLY

10 A-322a

8 A-602

1' - 2"

GWB WINDOW POCKET, ALIGN W/ CENTR OF MULLION, TYP

2' - 11"

4' - 5"

3' - 7"

2' - 8 1/4" 1' - 4"

3' - 7"

3RD FLOOR 215' - 0"

7 A-314

Sim

11 A-602

2' - 0"

GWB RETURN

The centrally located shared Upper and Middle school library provides a variety of flexible seating spaces that allow for group or individual studying spaces. Ample glass connects the space to the outside, and allows daylight to fill the space as it is moderated by exterior solar shading devices.

VIDEO/CONF RM U206

TLT-F U208

GWB SOFFIT ACT CLG

6 A-602

7 1 ASK-132R A-606

MAINTAIN ACOUSTICAL RATING @ ALL PARTITIONS BETWEEN CORRIDOR, CLASSROOMS AND OFFICES. Sim

2' - 0"

7 A-314

CORRIDOR U200

LIBRARY C200

9' - 6"

7174 SF

9' - 2"

LIBRARY C200

10' - 0"

10' - 0"

SUSPENDED ACT CLNG.

8' - 8"

GWB COLUMN ENCLOSURE BEYOND

HORIZONTAL ALUM. SUNSHADE TYPE S3. SEE A600 SERIES.

14' - 0"

2' - 0"

2' - 1"

2' - 11"

4' - 1"

3' - 7"

2' - 11"

2ND FLOOR 201' - 0"

1/2" FRSJ @ SLAB EDGE & CMU WALL. TYP STL. BEAMS. SEE STRUCT.

EXTERIOR WALL TYPE 1 - STONE VENEER W/TIES AS REQ'D - AIR CAVITY - 2" RIGID INSULATION - VAPOR/AIR BARRIER - 8" CMU

883 SF

ENGLISH U107

SUSPENDED ACT CLNG.

14' - 0"

8' - 8"

11' - 6"

CORRIDOR U100

9' - 6"

COMMUNITY ROOM U108

10' - 0"

10' - 8"

GWB @ FLAT CLG

SUSPENDED LIGHTING FIXTURE. SEE ELECT DWGS

STONE ENCLOSURE @ DS BEYOND

2' - 0"

16 A-706

1 A-321

SIM

KEY

1ST FLOOR 187' - 0"

Section thru LIbrary and Classrooms

Curtainwall Installation

LIBRARY


X3

X.5

Y

learning spaces

Y

A-322a INSUL MTL PANEL @ SIDE WALL

12

CONT FLASHING

EQ

ASPH SHINGLE ON TYP ROOF UNDERLAYMENT. EXTEND SELF-ADHERING UNDERLAYMENT 2'-0" OVER WARM SPACE

6 TYP

CONT. STL TUBE. SEE STRUCT DWGS

ALUM CLAD FASCIA

8" MTL STUD BLOCKING

CONT FLASHING BELOW INSUL MTL PANEL

EQ

8' - 0"

8" MTL RAFTERS R30 FIBER INSULATION _______WP (TO MTL RAFTER TYP)

2 A-322a

EQ

5 A-325

TPO ROOFING MMB Sim

MTL PANEL COORDINATE W/ ALUM TRIM BELOW SOFFIT

1' - 0"

3' - 1 5/8"

1' - 0"

6 A-325

1' - 10"

US ROOF 2 T.O.S. 228' - 6"

1/2"

1/2" 1' -

6 3/

TPO ROOFING MMB ON TAPERED BOARD INSULATION

4"

ALUM GUTTER

INSULATED MTL PANEL SOFFIT ALUM SOFFIT VENT

1' - 4 1/4"

GWB WINDOW POCKET

US ROOF 2 T.O.S. 228' - 6"

INSULATED MTL. PANEL RETURN BEYOND

13' - 6"

1/2"

2' - 10"

SUSPENDED ACT CLG. ALUM. CW SYSTEM. SEE A600 SERIES FOR TYPES & DETAILS

ALUM TRIM TO MATCH MTL PANEL SYSTEM W/BATT INSULATION INFILL

OFFICE U338

ALUM FORMED MTL FASCIA TRIM

DOWNSPOUT BEYOND FINISH FLOOR AS SCHEDULED

CONT TRACK @ MTL DECK LEVEL, TYP @ SIM CONDITIONS

STONE VENEER RETURN BEYOND

EXTEND GWB UP TO MTL DECK (BEAM ENCLOSURE OPTIONAL) STL BEAM. SEE STRUCT DWGS

3RD FLOOR 215' - 0"

EXTERIOR WALL TYPE 2: MTL PANEL SYSTEM ACT CLG 6" ALUM DS, TYP

2' - 4"

Learning spaces are connected to the outside environment through large windows. Strategically placed floor to ceiling corner windows give direct visual connection to the nearby creek. Sloped ceilings allow natural daylight to infiltrate deep into the classroom.

1

4' - 2"

13 A-602

2' - 0"

6 A-314

LANGUAGE LATIN U308

14' - 0"

WORK ROOM U229

5 A-314

Roof Detail

INSUL MTL PANEL TYPE 3

14' - 0"

5' - 7"

4' - 1"

2ND FLOOR 201' - 0"

EXTERIOR WALL TYPE 1 - STONE VENEER W/TIES AS REQ'D - AIR CAVITY - 2" RIGID INSULATION - 8" CMU

9' - 6"

6' - 0"

11 A-602

PROJECT ROOM U147

2' - 0"

6 A-602

7 A-314

Sim

3' - 6"

2' - 6"

1ST FLOOR 187' - 0"

VESTIBULE U012

8' - 0"

9' - 0"

11' - 11"

DOOR AS SCHEDULED

---

SIM

GROUND FLOOR 175' - 1"

Middle School Science Classroom

Upper School Classroom

Wall Section thru Stone and Curtainwall


gathering spaces PROJECTOR LOCATION

1ST FLOOR 187' - 0" B4 (ALIGN WITH BOTTOM OF SCREEN HOUSING) BOTTOM OF BEAM 183'-3"

BOTTOM OF SCREEN 183'-1" CURTAIN

GROUND FLOOR 175' - 1" GROUND FLOOR MS 173' - 1"

173'-1"

STAGE 171'-1"

Responding to existing grades, and the need to connect to existing buildings, large gathering and performance spaces were captured on the lowest level. Located half below grade and half exposed, this level also provides a direct connection to the nearby creek.

Section thru Auditorium

Construction

Gathering Space

Key

Auditorium


construction


school is in session


ENTRY VIEW

by WRT design team

SUGAR ESTATES SENIOR APARTMENTS L O C AT I O N : S T T H O M A S , U S V I C L I E N T : M I C H A E L S D E V E L O P M E N T C O M PA N Y & U S V I R G I N I S L A N D S H O U S I N G A U T H O R I T Y ( V H A ) E S T I M AT E D C O M P L E T I O N D AT E : 2 0 1 4 P R O G R A M : 8 0 U N I T S , 11 0 , 0 0 0 S F, $ 2 2 M I L L I O N L o c a t e d o n a n 8 - a c r e s i t e o v e r l o o k i n g L o n g B a y, t h e s u s t a i n a b l e d e s i g n a p p r o a c h f o r t h i s p r o j e c t w i l l b e balanced with significant site challenges that include steep topography and yearly hurricane threats while maximizing views of the Caribbean Sea. The client embraced the complexity of the site and challenged t h e d e s i g n t e a m t o c r e a t e a s i g n a t u r e b u i l d i n g t h a t i n c o r p o r a t e s a s e n s e o f c o m m u n i t y, c o n n e c t i o n t o nature and incorporation of locally accessible construction materials.

R O L E : P r o j e c t A r c h i t e c t , C l i e n t C o r r e s p o n d e n c e , C o n s u l t a n t C o o r d i n a t i o n , D e s i g n L e a d e r, D e t a i l i n g

+ Documentation, Revit Manager


context / site evaluation cl i mat e: z one 1 h o t a n d h u mi d ori ent at ion: s out h , o c e a n v i e w si te: s ignif ic ant gra d e c h a n g e (+ /- 1 0 0 ’ -0 ”) t wo Nat ur al D ra i n a g e “Gu ts ”

MEDICAL OFFICE

SITE

SCHOOL SU

GA

RE S

TAT E

HOSPITAL

RD

.

MEDICAL OFFICE

10 MIN WALK SHOPPING R

ER

M

U

R

concept approach building orientation/configuration studies

D

.

20 MIN WALK


clay model + concept sketch - study to minimize cut/fill and expense of excavation

vista study - view studies from rear bar

Site Plan


Sustainable Strategies CONNECTION TO OUTDOORS - Comfortable Outdoor Spaces landscape & site

minimize site area used

• Reduce Heat Island Effect (shade/green roof) • Strategic massing and orientation of buildings • Protect local habitats and biodiversity • Manage Stormwater Runoff Quality and Quantity - permeable surface

BUILDING MASSING create comfortable indoor and outdoor spaces • Provide shade and air movement • Reduce urban heat island effect - Use buildings and trees to shade site - Incorporate green roof • Daylight & Views

ENERGY energy cost & carbon emissions • Passive Strategies - natural ventilation & daylighting - narrow floor plates - single loaded corridor • Integrate renewable energy on-site • Minimize solar heat gain - Shade glazing with external balconies, walkways, shading devices - Orient building east-west with longest exposure to the South • Use light-colored paving to mitigate heat island effect

WATER Conserve & Reuse, Manage Stormwater

• Select low-flow fixtures, efficient irrigation equipment and native plants • Reuse greywater for toilet flushing • Reuse stormwater from roof for potable demands • Reuse stormwater from site run-off for irrigation and other non-potable demands • Design to 100 year storm • Mimic pre-development hydrology


schematic Typical Unit Plan

Site Section - passive strategy


Elevations

bldg 1 - schematic South Elevation

exterior south facade components

bldg 1 - schematic North Elevation

exterior north facade components

schematic design sketches


Building Plans

community room

corridor

Level 2 Plan LAUNDRY B350

STAIR 4 BS403

UP

EMR B351

UNIT B301 UNIT B302

exterior gathering space

UNIT B303

UNIT B304 UNIT B305

194

UNIT B306 UNIT B307

UNIT B308

UNIT B309

UNIT B310 UNIT B311

194

UNIT B312

UP STAIR 5 BS503

concrete pad

STAIR 1

BRIDGE

188

AS103

ROOF BELOW

UP

ROOF BELOW

188

FITNESS

UNIT

UNIT

UNIT

UNIT

UNIT

UNIT

UNIT

UNIT

A301

A302

A303

A304

A305

A306

A307

A308

A350

UP COMPUTER

STAIR 2

A351 CORRIDOR

AS203

A300E

Upper Level Plan


A.01

A

B

B.5

11' - 9"

C

26' - 3 3/4" 2' - 7 3/4"

PHOTOVOLTAIC

6' - 9"

HIGH ROOF ASSEMBLY: ALT. 1: STANDING SEAM MTL ROOF STEEL BEAM ON STEEL POSTS LOW ROOF ASSEMBLY: ROOFING 3" INSULATION 6" CONC TOPPING 6" SLOPED CONC PLANK

CONCRETE STUB FOR MTL ROOF INSTALLATION

2' - 4"

1' - 6"

+/- 3' - 11 1/4"

2' - 4"

2' - 1"

T.O.S. COL A 218' - 6"

+/- 5' - 11 1/4"

COMPOSITE FINISH PANEL

PARAPET WALL: WALL TYPE E5

T.O.S. COL C 217' - 9"

T.O.S. COL C 217' - 9"

A500E

8' - 0"

CORRIDOR

10' - 0"

10' - 6"

SCUPPER AND DOWNSPOUT, BEYOND

UNIT A505

A400E

UNIT

2' - 8"

4' - 0"

A405

SLOPE PLANK/TOPPING SLAB FOR DRAINAGE, TYP

WALL TYPE E5

3"

A - LEVEL 4 198' - 0"

6 A-301

1' - 6"

VERTICAL SCREEN BEYOND: STUCCO/CMU (OFFSET 4" OVERHANG)

8' - 6"

5' - 0" 7' - 8"

8' - 0"

10' - 0"

CORRIDOR

9' - 1"

4' - 6"

A - LEVEL 5 208' - 0"

COMPOSITE BAHAMA SHUTTER WINDOW

HORIZ WALL ASSEMBLY: STUCCO FLUSH WITH EDGE OF SLAB STUCCO) 6" CMU

STUCCO

CORRIDOR

8' - 3"

10' - 0"

CEMENTITIOUS BOARD SOFFIT

SLIDER WINDOW

A300E

RAILING, BEYOND SUPPORT TO EXTERIOR BEAM

UNIT WALL TYPE E5

A305

CONDUIT & ELEC BOX IN PLANK, TYP

VERTICAL SCREEN BEYOND STUCCO 8" CMU

BASE AS SCHEDULED TILE

A - LEVEL 3 188' - 0" 4"

PRECAST SILL SEAT WALL

11 A-601

10' - 0"

RAILING, SEE TYP NOTES ON A400 SERIES EXTENSIVE GREEN ROOF: GREEN ROOF PLANTING SYSTEM FILTER SLOPED BOARD INSUL WATERPROOFING MEMB

CORRIDOR

UNIT

A200E

A205

1' - 6"

2' - 0" 8" 8"

A - LEVEL 2 178' - 0"

6 A-601

HORIZONTAL COMPOSITE SCREEN

3' - 6"

WALL ASSEMBLY: STUCCO 4" CMU

HORIZ. SCREEN OPT 1: SYNTHETIC STRUCTURAL SHAPE OPT 2: WOOD

13' - 0"

SCREEN SUPPORT

COVERED PARKING A163

A - LEVEL 1 165' - 0"

typical Building / Wall Section

SLOPE TO DRAIN

design sketches


Building Plans 12

OPEN CONCRETE FRAME W/ COMPOSITE COMPONENT TRELLIS COVERING

11

10.5

10

BAHAMA SHUTTER, TYP

WALL TYPE E4 MOVABLE SHUTTER SYSTEM SHOWN IN VARIOUS POSITIONS

T.O.S. COL A 218' - 6"

FIXED SHUTTER SYSTEM (3'-0" HIGH) BRIDGE FLOOR: CONCRETE WALL: CONCRETE W/ STUCCO ROOF:CONC W/ CONC. POSTS

COMPOSITE TRIM 26

15

14 3' - 0"

COMMUNITY RM VERTICAL PANELS: METAL STUD W/ STUCCO

BAHAMA SHUTTER, TYP

A - LEVEL 5 208' - 0"

COMMUNITY RM : MTL STUD W/ STUCCO

A - LEVEL 4 198' - 0" STUCCO/CMU GUARDRAIL

COMM BLDG T.O.S. 192' - 6" MIN

3' - 0"

3' - 6"

SLAB EDGE

A - LEVEL 3 188' - 0"

3' - 0"

BEAM BEYOND

A - LEVEL 2 178' - 0"

A - LEVEL 2 178' - 0"

A - LEVEL 1 165' - 0" SITE WALLS, TYP CONCRETE W/ STUCCO CONCRETE W/ STUCCO CONCRETE W/ STUCCO (RECESSED BELOW AND ABOVE WINDOWS)

COLUMN BEYOND

A - LEVEL 1 165' - 0" CAST STONE PANEL @ BASE EXPOSED CONCRETE COLUMN WITH STUCCO FINISH, TYP

CONCRETE STAIR 6" RISERS

WALL TYPE E4

GUARDRAIL, BEYOND

WIRE MESH GRID PLANTING SYSTEM

RUNNEL & FOUNTAIN BEYOND

WALL TYPE E1 CAST STONE BASE

bldg 1 - design development large scale partial South Elevation

terrace community

bridge

room

lounge

North Entrance Design Sketch

bldg 1 - design development large scale Partial Plan


NORTH/EAST VIEW by WRT design team

MAIN ENTRANCE

by WRT design team

WANAMAKER STUDENT HOUSING L O C AT I O N : P H I L A D E L P H I A PA CLIENT : BRIGHTER HOPE, THE GOLDENBERG GROUP AND BRIGHT HOPE BAPTIST CHURCH E S T I M AT E D C O M P L E T I O N D AT E : FA L L 2 0 1 4 P R O G R A M : 2 3 0 u n i t s , 3 1 3 , 0 0 S F, $ 5 3 m i l l i o n A d j a c e n t t o Te m p l e U n i v e r s i t y, t h i s p r o j e c t i s a d y n a m i c , p r i v a t e l y - o w n e d s t u d e n t r e s i d e n c e building with ground floor retail and contemporary amenities. Located on the former site of the h i s t o r i c Wa n a m a k e r M i d d l e S c h o o l b u i l d i n g , i t r e - e n e r g i z e s a p r e v i o u s l y v a c a n t u r b a n b l o c k , transforming the site into a dynamic and desirable residential address.

ROLE: Exterior Design + Detailing/Documentation, Curtainwall Design & Documentation,

3d Modeling, Consultant Coordination, Revit Manager


building plans Designed to house more than 2,500 student residents, the building offers unique social environments both inside and out. At the g r o u n d l e v e l , i n f o r m a l s t u d y, m e e t i n g , l o u n g e a n d f i t n e s s a r e a s are available as well as onsite storage for bikes and skateboards. At the penthouse level, a club room located at the break in the building on the south side offers panoramic views of Philadel-

Typical Floor

phia’s skyline. Rising 14 stories and oriented east to west, all residential units are afforded dramatic views of either downtown P h i l a d e l p h i a t o t h e s o u t h , o r Te m p l e ’ s c a m p u s t o t h e n o r t h .

units

lobby

retail

management suite

fitness bike storage

parking

Level 1


site The currently planned Phase One development will be a 14-story tower along the North edge of the site. Planned amenities include retail at the ground f l o o r, a f i t n e s s c e n t e r, a n d clubroom. The project will target LEED Certification, incorporating recycled content materials, energy-efficient H VA C s y s t e m s a n d p r o gressive stormwater strate-

Site Plan

Conceptual Site Massing

by WRT design team


South Elevation

East Elevation


elevations Most notable in the building’s design is its youthful, modern and fresh appearance, clad in brilliant shades of red, orange and pink metal panels. Slanted columns and a triple height storefront create a vibrant backdrop for a gracious, landscaped public plaza at the corner of 12th St. and Montgomery Avenue; an inviting informal meeting place for students coming from o r h e a d i n g t o Te m p l e ’ s c a m p u s .

North Elevation

West Elevation


NOTE: OVERALL GEOMETRY

lobby

INDICATES PANEL EDG TO BE ACCOUNTED FO

A

17

B

4

2 1

9

6

3

8

7

5

12

13

10

11

16 14

15

KEY PLAN AIRCRAFT CABLE SUPPORT SYSTEM

AIRCRAFT CABLE SUPPORT SYSTEM

PTD EXTRUDED ALUM SUPPORT

PTD EXTRUDED ALUM SUPPORT

. TYP E.8

/4" 19' -

26°

22 °

76 °

LEVEL 2 9' - 11"

LEVEL 1 0"

Lobby View

by WRT design team

Section / Interior Elevation ‘A’

18' - 11 3/4"

1/4"

13

LEVEL 3 20' - 11"

33° 69

90

64 °

86°

1' - 6"

19' 9

1/4"

10 5/1 13' -

27°

Ceiling Mesh Section + Panel Layout

9/16"

9/16"

2 A-807

15' - 4

4 A-807

G

2 A-807

2 A-807

15' - 4

3 A-807

15°

F

18' - 11 3/4"

" 3' - 0

19' -

.

2 1/2"

/4"

T YP

18' - 6 1/2"

9 0 ° 96 °

" 3' - 0

S.STL SPACER

CL

18' - 6 1/2"

6'

E.6

4 A-807

2 1/2"

19' 9

T S.STL SPACER - 0"

CL

30°

6"

YP .

16"

° 83

° 90

E.3

CL

S.STL PERFORATED PANEL

S.STL PERFORATED PANEL

2 1/2"

S.STL PERFORATED PANEL

74°

2 1/2"

° 51

E

1"

3 A-807

1"

2 1/2"

7' - 4 5/

1/2"

PANEL TO PANEL JOINT EDGE

S.STL SPACER

ALIGN PANELS TO BE CL PARALLEL TO THIS EDGE

10 7°

1/2"

ALIGNION PANELS TO BE PARALLEL TO THIS EDGE

1/2"

SEE MESH SECT

Lobby Plan

ALIGN PANELS T PARALLEL TO T

PTD EXTRUDED ALUM SUPPORT

LED STRIP LIGHT TYPE R1

13

VARIES

3' - 0"

A


3 1/

2"

main entrance 134°

4' -

70°

E

C 38 '

-3

7/1 6"

LEVEL 3 20' - 11" LEVEL 3 T.O.S. 20' - 2"

33' -

25

'-

99

69°

" 2 1/8

° 17 18'

/16 "

- 10 9/16 "

87°

18'

-8

PANELS JOINTS TO BE CONTINUOUS ACROSS MESH FOLD. SUBSTRUCTURE OF ANGLES TO ALIGN WITH MESH PANEL JOINTS

3/4"

° 90

36°

126°

9' - 7 5/8"

ALIGN PANELS TO BE PERPENDICULAR TO THIS EDGE

D

C

18'

-8

3/4"

65

LEVEL 2 9' - 11" LEVEL 2 T.O.S. 9' - 2"

°

STL TUBE SUPPORT. SEE STRUCT DWGS.

1" PANEL TO PANEL JOINT, TYP. 3' - 0" TYP.

15' - 6"

15' - 7 3/4"

16' - 3 1/16"

6' - 0" TYP.

3' - 0" TYP.

6' - 0" TYP.

23' - 4 1/4"

115°

° 93

80

°

9' - 7 5/8"

ALIGN PANELS TO BE PERPENDICULAR TO THIS EDGE

90

°

90

°

° 90

°

90

97 ° 90 °

3' - 0"

7' - 8 3/16"

6' - 0"

6' - 0"

2' - 0"

17' - 0"

B

LEVEL 1 0"

A

Exterior Mesh Panel Layout

10.8

Entrance Vestibule Section ‘B’

2' - 0" SA WPF MMB

GALV STEEL POST UP

1' - 10"

1' - 1 1/2" PT WD BLOCKING

1/4"

FORMED ALUM COPING

1'-0"

SCRIM COVER PER MNFR

TOP MULLION SLOPES, SEE ELEVATIONS

3-5/8" MTL STUD MODIFIED BITUMEN FLASHING TURN UP AND OVER WD BLOCKING

RIGID INSUL

VARIES

2 PLY COLD APPLIED ROOFING MMB 5/8" GYP ROOF BD

1-1/2" MTL DECK

ALUM PLATE

CLEAR INSUL GLASS

5 1/2"

8" MIN

MMB FLASHING CEMENT, PERMAFLASH OR EQUAL

BENT PLATE TO SUPPORT COPING CONT CLEAT

VARIES

3' - 3"

BOLTED CONNECTION ON POST. SEE STRUCT DWGS

HOLD AROUND N. VESTIBULE

4"

4"

PREMOLDED CAP

T.O.S. VARIES CONNECTION BY CW MNFR, TYP PLATE @ EACH VERT MULLION, SEE STRUCT DTL,13/S-301A 1/4" STEEL BENT PLATE ALUM CW SYSTEM MAINTAIN SPRAY FIREPROOFING AT STEEL / STUDS

1 HR RATED SPRAY FIREPROOFING ANGLES AT TOP AND BOTTOM OF STEEL, SEE STRUCT DTL 13/S-301A

Vestibule Parapet Detail ‘C’

5/8" GWB ON 3-5/8" MTL STUD ALTCARFT CABLE

SS SUSP CLG MESH

Main Entrance Vestibule

by WRT design team


fitness room

South Vestibule / Fitness Room View by WRT design team

D.10

D.5

D

43' - 6"

15' - 7"

VARIES

VARIES

LEVEL 3 20' - 11" LEVEL 3 T.O.S. 20' - 2"

WALL BEYOND

1 HR FIRE RATED ROOF ASSEMBLY UL # P801

PARAPET BEYOND

23' - 7 7/8" 2' - 0 7/8"

WD BLOCKING AS REQ'D 11 1/4"

2' - 3"

ALUM COPING ALUM GUTTER 5" DIAM ALUM DS

T.O.S. FITNESS HIGH ROOF 16' - 9"

3" INSUL BD

UNIT

CONC SPLASH BLOCK ON REINFORCED TPO PAD 1' - 2 3/8"

BEAM FOREGROUND

207

1 HR FIRE RATED ROOF ASSEMBLY UL # P801

T.O. STEEL

1' - 2"

AIR SUPPLY GRILLE, SEE MECH DWGS

3' - 5"

2' - 6"

LEVEL 2 9' - 11" LEVEL 2 T.O.S. 9' - 2"

18'-0"

1' - 2 1/2"

9' - 2"

11' - 6" T.O.S. 7' - 0"

VENDING MACHINE BEYOND, N.I.C.

8' - 0"

12' - 0" T.O.S.

115

11' - 10" T.O.S.

10'-0"

10' - 4"

FITNESS

9' - 11"

INTUMESCENT PNT @ STL COLUMN & BRACE, TYP

T.O.S. 13' - 2"

15' - 0"

ALIGN SOFFIT W/ CW MULLION

VENDING MACHINE BEYOND, N.I.C.

LEVEL 1 0" 4' - 0"

FOR REINFORCING SEE STRUCT CONT BELOW SLAB VAPOR BARRIER

2'-6"

Fitness Room Section


PROVIDE SOLID EDGE @ OPEN ENDS, TYP

RIGID JOINT (SHOP WELDED) 3"

6" 4"

VINE SYSTEM CLAMP TOP & BOTTOM ATTACH TO STEEL FRAME W/ SSTL CLIMBER STUD @ 24" O.C. CUT PERFORATED MTL AROUND CLAMPS

1/2"

CL

LEVEL 2 9' - 11"

1/2"

3" x 3" x 5/16" SS ANGLES STAGGERED BEHIND JOINTS BETWEEN PANELS, SEE STRUCT DWGS

Bike Enclosure - Large Scale Detail

H

H.1

G

UNIT

CL

TUBE

411

4"

CL

POST

CL

CONCRETE WALL BELOW

TUBE GALV PNT STL PLATE SEE STRUCT DWGS

TREX SQUARE EDGE BD

LEVEL 4 30' - 11" LEVEL 4 T.O.S. LEVEL 4 T.O.S. WEST 30' - 2" 30' - 0"

T.O.W 73.5'

GALV PNT STL POST, SEE STRUCT DWGS

2" x 2" ALUM KYNAR COATED POST 4"

3" DIA. ALUM DS CONNECTED WITH CAST IRON

CL

TUBE

ALUM GUTTER ABOVE

RIGID JOINT (SHOP WELDED)

LEVEL 1 0"

8 3/4"

1" x 1/2" SSTL SPACER

UNIT PROVIDE SOLID EDGE @ OPEN ENDS TYP.

H

3"

TEES

TUBE

E.O STRUCT

1" CLR

T.O STRUCT

bike storage

3"

3'-0"

3" 1" TYP.

1'-2"

CL

POST/ CONC WALL

311 3'-0"

3'-0"

SS PERFORATED MESH, SEE SPECS

CL

CL 8" SSTL CLAMPS TOP & BOTTOM TO SUPPORT A SINGLE VINE CABLE. COORDINATE WITH PERFORATED METAL PANELS ATTACHMENTS.

POST

3" x 3" x 5/16" SS ANGLES STAGGERED BEHIND JOINTS BETWEEN PANELS, SEE STRUCT DWGS

Bike Enclosure - Plan Detail

LEVEL 3 20' - 11" LEVEL 3 T.O.S. 20' - 2"

T.O WALL

Bike Storage Section - 1

1'-0" 1/4"

T.O.S 16'-9"

CL

LEVEL 2 9' - 11"

RETAIL D 143

LEVEL 1 0"

Bike Storage Section - 2

CL

Bike Storage View

by WRT design team


THE NATIONAL HOUSING L O C AT I O N : P H I L A D E L P H I A PA C L I E N T : P R I VAT E D E V E L O P E R S TAT U S : 2 0 0 5 - 2 0 0 7 , P U T O N H O L D 2 0 0 7 PROGRAM : 136 condominiums and 9 townhouses,retail plus 103 underground parking spaces, 195,00 SF Located next to the oldest street in Philadelphia within a neighborhood of converted lofts, the National is a mixed-use development that includes the reconstruction of a historically designated Art Deco facade. Rather than mimic the Deco, Colonial, or 19th century industrial context, the design that meets the demands of the modern residential market, provides ground floor retail, and is sensitive to all of its neighbors.

ROLE: Interior + Exterior Documentation,3d Modeling, Revit Leader


context

History In 1956, the owner of the National Kitchen Products Company purchased 2,000 orange terra cotta tiles and grouted them onto 8 undistinguished 19th century townhouses of varying heights and opened his showroom. The design, attributed to Israel Demchick, including the tiles, modern signage, a zigzag canopy, and a new glass and aluminum storefront, stood out boldly in this original center of Philadelphia. It is listed on Philadelphia’s Register of Historic Places, the first modern design to have achieved that designation.


site

Elfreth’s Alley

5

Ground Floor Plan

1

1

6 Story Mixed Use Building

2

3 1/2 Story Townhouses

3

R 2

10 Story Mixed Use Building

4

Courtyard

5

Park

R

Retail

L

Lobby

4 2

N. 2nd Street

L

R

R

R

R

3 Down to Parking

L

R

Arch Street

0

2

4

8

16


5 5 8 8

7

1

HISTORIC ORIGINAL WALL

2

LEVEL ONE : RETAIL

3

COURTYARD FACADE WALL

4

LEVEL TWO TO FIVE : RESIDENTIAL

5

ALUMINUM FRAMED GLASS

6

PHENOLIC WALL PANELS

7

LEVEL SIX : PENTHOUSE

8

ALUMINUM SUNSHADE

6

5

5

4

4

4

3

1

2

4

Components

East Elevation ‘C’

3. East Elevation


elevations

West Elevation ‘A’

B

A

1. West Elevation

C

Key

North Elevation ‘B’

2. North Elevation


BETHLEHEM LEVITT PAVILION L O C AT I O N : B E T H L E H E M , PA CLIENT : CITY OF BETHLEHEM B E T H L E H E M E C O N O M I C D E V E L O P M E N T C O R P O R AT I O N C O M P L E T I O N D AT E : S U M M E R 2 0 11 An 2,500-person outdoor performance venue with open lawn seating, an open air stage with roof and enclosed support spaces.

Dramatic lighting at night gives the steel works backdrop an even greater presence during concerts and the angled steel panels reflect different colored light.

2 4 0 p a n e l s o n t h e c a n o p y w i t h 1 / 4 � o p e n i n g s a n d 0 . 3 7 5 - i n c h s t a g g e r e d c e n t e r s o n t h e 11 g a u g e s t a i n l e s s s t e e l m e t a l , w h i c h produces a kind of translucent feel to the shell. The shell itself raises 37 feel and cantilevers 35 feet over the stage.

ROLE: Exterior Documentation, Canopy Detailing, Structural Coordination, Revit Leader


Site Plan

Several site strategies were evaluated in locating the Levitt Pavilion. With the requirement of seating 2,500 people on a sloped lawn surface, it was quickly recognized that First Street, in its existing location, created a very narrow viewing constraint for the audience. As a result the street was re-designed as a bowed inflection at the intersection of Founders Way. This not only created better viewing angles, but it also placed the Levitt Pavilion as a focal point within the campus, and united the various adjacent plazas to establish a real sense of community.


9

building plan 10 8

7

6

5

4

3

2 1

1 STAGE 2

GREEN ROOM

3

DRESSING ROOM

GREEN ROOM

4

DRESSING ROOM

3

DRESSING ROOM

5 BATHROOMS

4

DRESSING ROOM

5

BATHROOMS

6

STORAGE

7

EQUIPMENT YARD

8

CONCESSIONS

9

HOOVER MASON TRESTLE

1

STAGE

2

6 STORAGE 7

EQUIPMENT YARD

8 CONCESSIONS 9

HOOVER MASON TRESTLE

10

EXISTING RETAINING WALL

10 EXISTING RETAINING WALL

SHELL

perforated stainless steel 3’x6’ staggered panels

SECONDARY STRUCTURE

steel tubes and double angles to support shell

WATERPROOFING

acoustic metal deck with substrate & epdm membrane

PRIMARY STRUCTURE

steel wide flange and tube members create overall geometry

STAGE WALL

panelized back wall to reflect sound and provide backdrop for lighting

STAGE

WIRE MESH SCREEN GROWING STRUCTURE CONCRETE BLOCK AND BRICK SUPPORT STRUCTURES

components


folding plates Inspired by shapes found amongst the stacks and the plates once produced here, the skin of the pavilion is formed by stainless steel perforated plates sculpted in an origami fashion to create shelter for the stage. 10 6 8 3 9

7

4 2

12

5

1

11

6 12

4 11

10

3

5

STAGE WALL: FIBER CEM ENT PANELS 9 8 S H E LL: STAINLESS S TE E L PERFORATED PA N E LS

2

7 1

BAC K VI EW

fabrication 3D BIM models developed in tangent with structural engineer was shared with the steel fabricator prior to the start of construction. This enhanced communication and understanding of the complexities in the geometry.

T E MP O RA RY P O S T S S UP P O RT S F O R S T E E L E RE CT IO N

FR ON T VI EW


materials Conceptually, the concessions and back of house spaces required of the pavilion are housed in a simple bar building. Organized linearly to meet the constraints of the narrow site, the building is clad in dark brick, recalling industrial refractory bricks. This allows the lighter, shinier stainless steel perforated plates of the shell to contrast with its background to frame the stage.

STAINLESS STEEL PERFORATED PANEL

3’x6’ panels; 11 gauge; 1/4” dia. holes; 3/8” staggered centers

FIBER CEMENT PANEL 4’x8’ panels; smooth type; 1" inch thick

BRICK dark iron spot; smooth; norman size

GREEN SCREEN

4’-10”x12’ panels; wire intercrimp weave; galvinzed w/powedercoat


sections

The “shell” grows up from the ground, folds to create the facade of the stage and the structure’s roof, and leaps over the stage to rest on the opposite side, creating a faceted arch

A

B

C

D

SHELL PANE LS WATERPROOF ING

STAGE WA LL

SECTION A

SEC TI ON B

S E C TI ON C

SEC T IO N D


PERFORATED STAINLESS STEEL PANELS SECONDARY STRUCTURE 3'X6' PERF S.STL PANELS. OVERHANG PANEL TO MAINTAIN 2" JOINT.

WATERPROOF-

DETAIL 2

DETAIL 1

ING DETAIL 2

PANELS ATTACHED TO STL SECONDARY FRAME. SEE STRUCT DWGS.

3" / 12 "

PRIMARY STRUCTURE STAGE WALL

STL. POSTS BEYOND

CL

/ 7"

" 12

ROOFING MEMBRANE ASSEMBLY 1" TYP S. STL PANEL TO PANEL JOINT. LOCATION VARIES SEE A504 FOR ALIGNMENT ROOFING MEMBRANE ASSEMBLY: - ROOFING MEMBRANE - 1/2" SHTHNG - INSULATED ACOUSTICAL DECK SEE DWG 1/A502 FOR LOCATION TURN MEMBRANE UP POST, TYP. STL POST. SEE STRUCT DWGS.

CL 1" FIBER CEMENT BOARD, PTD.

CL

STL TUBE. SEE STRUCT DWGS. 3'X6' PERF S.STL PANELS SELF TAPPING SCREWS. SEE A504 FOR LOCATIONS, TYP.

NOTE : ORIENTATION OF STRUCTURAL TUBE & POST MAY VARY. SEE STRUCT DWGS.

STL FRAME & ATTACHMENT. SEE STRUCT DWGS.

STL COLUMN . SEE STRUCT DWGS.

STL SECONDARY FRAME. SEE STRUCT DWGS. S.STL. EDGE TRIM ANGLE ON 1/2" S.STL SPACERS ATTACHED TO SUBFRAME

Panel Edge Detail

Shell Outside Corner Detail

DETAIL 1

Section Thru Shell


construction


completion After a compressed schedule of only 8 months, the Levitt Pavilion and the 21st Century Town Square opened in July 2011 and continue to offer free live music performances throughout the summer.


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