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 °
6°
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.