David A. Schragger
daveschragger@gmail.com 609.731.6236
WORLD TAKES, Design for Decline
hybrid environments from emergent growth
abandoned structures
hybrid structures
hybrid environment
organism based structural arrangement
colony of structural organisms
projected emergent growth in the city
colony proliferation within the environment
Research on Disappearing Urban Environments and Remediation Ecologies Syracuse University SOA: Thesis : Fall 2009 | Critics: Mark Linder, Clare Olsen World Takes is a study of the decline of the small American city of Trenton, New Jersey. Urban formations that were generated by industry and the infrastructural necessities of density are currently being redefined by the dissipation of these forces. The new forces that are shaping the environment are enabled by absence and dereliction. A transgressive ecology is seeking a natural equilibrium within the augmented environment. World Takes is an architectural intervention that attempts to mediate and promote this ecological equilibrium within the post-industrial urban environment. If capital is no longer the main generator for urban organization, what alternative force will organize urban formations? The current dominant force that is exerted on the urban environment is transgressive nature. This seeks to envelop and dismantle the derelict structures. The intervention is a structural membrane that facilitates the dissolution of the feral structures while promoting these emergent formations within the urban habitat. The establishment of this new urban ecology relieves stresses on the environment and the inhabitants that were created by industrial development. David A. Schragger | daveschragger@gmail.com | 609.731.6236
WORLD TAKES, Design for Decline
formal composition of system
support structure and growing surface
33'-0" Attic Space
33'-0" Attic Space
33'-0" Attic Space
33'-0" Attic Space
33'-0" Attic Space
33'-0" Attic Space
23'-0" Third Floor
23'-0" Third Floor
23'-0" Third Floor
23'-0" Third Floor
23'-0" Third Floor
23'-0" Third Floor
13'-0" Second Floor
13'-0" Second Floor
13'-0" Second Floor
13'-0" Second Floor
13'-0" Second Floor
13'-0" Second Floor
3'-0" Ground Floor
3'-0" Ground Floor
3'-0" Ground Floor
3'-0" Ground Floor
23'-0" Third Floor
23'-0" Third Floor
13'-0" Second Floor
3'-0" Ground Floor
growing surface
13'-0" Second Floor
3'-0" Ground Floor
3'-0" Ground Floor
3'-0" Ground Floor
-7'-0" Basement
Lead From Gas Main Lead From Water Main
-7'-0" Basement
-7'-0" Basement Section A-A 1/4" = 1'-0"
Front Elevation 1/4" = 1'-0"
Front Elevation 1/4" = 1'-0"
Section A-A 1/4" = 1'-0"
Front Elevation 1/4" = 1'-0"
type 1 : protective growing armature
A
Front Elevation 1/4" = 1'-0"
Section A-A 1/4" = 1'-0"
type 2 : accelerated decay armature stage 1
type 2 : accelerated decay armature stage 2
A
A
Floor Plan @ Third Floor 1/4" = 1'-0"
A
A
A
Floor Plan @ Third Floor 1/4" = 1'-0"
Floor Plan @ Third Floor 1/4" = 1'-0"
type 1 : protective growing armature
type 2 : accelerated decay armature stage 1
type 2 : accelerated decay armature stage 2
stand alone growing structure
urban network of growing structures
remediated surface
David A. Schragger | daveschragger@gmail.com | 609.731.6236
Environmental Responsive Structures Made by Implementing Shape Memory Polymers
material @ 25˚ C
material @ 50˚ C
component @ 25˚ C
array @ 25˚ C
component @ 50˚ C
array @ 50˚ C
@ 25˚ C
@ 50˚ C
digital FEA analysis
component with thermal reactive die
array extrapolation
Shape Memory Polymer Research & Production, Digital Analysis & Extrapolation Syracuse University SOA: Research : Spring 2011 | Critics: Brian Lonsway | Patrick Mather | Sinead Mac Namara By basing an architectural assembly on a material that responds to heat, a structure can be created that responds to heat. This is done through control of the materials stress/strain properties in relation to temperature. By using a shape memory polymer, a temperature related elastomeric deformation under a load can be engineered as a material muscle. The reaction is controlled within a region to produce a component that is arrayed to extrapolate, orient, and amplify the range of movement. By varying the component’s patterning, the resulting form of the structural array can articulate to have an environmentally performative effect. The movement of a heat responsive structure can change spatial relations to create dynamic shading or ventilation. Moreover, the implementation of a stimuli responsive martial gives the opportunity to create a self-powered and self-regulating structure. This research was done through the production of the shape memory polymer in the biomaterials laboratory. Heat actuated physical models were built to validate a proof of concept which was then extrapolated to the scale of habitation through digital simulation.
David A. Schragger | daveschragger@gmail.com | 609.731.6236
Environmental Responsive Structures Made by Implementing Shape Memory Polymers
dome typology @ 25˚ C
dome typology @ 50˚ C
dome typology deformation composite
dome typology elevation @ 25˚ C
dome typology elevation @ 50˚ C
dome typology deformation composite
umbrella typology @ 25˚ C
umbrella typology @ 50˚ C
umbrella typology deformation composite
umbrella typology elevation @ 25˚ C
umbrella typology elevation @ 50˚ C
umbrella typology deformation composite
David A. Schragger | daveschragger@gmail.com | 609.731.6236
E_FLUX Tower
form exerts increased pressure on turbine
CFD analysis section
CFD analysis planar
integrated turbine and optimized tower form
prototype fabricated for wind tunnel test
independent module
stacked modules
Integrated Wind Turbine Research, Modeling and Fabrication Syracuse University SOA: Research : Fall 2008 | Research Internship under P. Michael Pelken These images for the E_FLUX Tower were created while assisting P. Michael Pelken with his research in integrated wind turbine technologies. Working together with Professor Dr. Thong Dang and Andrew Wells in the School of Mechanical and Aerospace Engineering, the project focused on developing architectural and sustainable potentials of forms optimized by the principles of fluid dynamics. This was done through digital modeling and Computational Fluid Dynamics analysis along with the fabrication of a physical model and pending wind tunnel testing. The scale of P. Michael Pelken’s work applies from a street lamp to a high-rise building. The airfoil increases pressure exerting more force on the turbine. The turbine in return consumes the force, dissipating the power of the wind. Refining a form that optimizes these principles creates an opportunity to yield performance and a new building typology. | United States Trademark and Paten Office Patent Appl. No. 12/059231 David A. Schragger | daveschragger@gmail.com | 609.731.6236
CBST Urban Synagogue
aperture permutations
green roof-deck
rear view
street view
interior under roof-deck
library and stars to sanctuary
front elevation
community space and vertical circulation
roof plan
Solar Site Research, Programmatic Study Syracuse University SOA: Studio : Fall 2008 | Visiting Critics: Stephen Casel : Adam Yarinski This studio focused on creating a permanent place of worship for the gay and lesbian Congregation Beth Simchat Torah. The congregation needs a site that can house both the religious and social necessities of the community. The challenge of this project was to insert all of the programmatic and cultural necessities into an infill slot on the Lower East Side of Manhattan. The program is organized and filtered by two interlocking screens that separate and integrate the sacred and community spaces along a light shaft. The patterning of the screens is achieved through varying apertures that are organized through a random generator subjugated through attractors of programmatic necessities. Walls, windows, and door location influence the size of apertures within the randomized field. The patterning changes as the light changes throughout the course of the day; at dusk the only direct natural light perforating the building is in the sanctuary where the light progresses across the sanctuary towards the arch and exits through the skylight towards Jerusalem. David A. Schragger | daveschragger@gmail.com | 609.731.6236
Hualos
glass Venice lagoon remediation
patterning based on contaminant sampling
dimensional extrapolation Store
Departure Dock
Arrival Dock Storage
Gallery
Material Circulation
Offices
Welcome Center
Furnace
Visitor Path
Factory Observatory
Pre_Alchemy Processing
Bathroom Post_Alchemy Processing
Cafe
derivative site plan
derivative volumetric massing
circulation diagram
view from the NE corner to construct
view from the NW towards Murano
plan cut of 3 integrated systems
Systematic Research, Site Development, Dynamic Nested Structures Syracuse University SOA: Studio : Fall 2007 | Critics: Aaron Sprecher : John Bohn Hualos is ancient greek for any stone transparent like glass. The site, Sacca San Mattia, is an island created by canal system dredging in the Venice Lagoon. The process of fusing contaminated silt and glass waste produces an inert substance with a range of ceramic to glass-like qualities. The site’s tainted elemental properties provide the opportunity to transform Sacca San Mattia into a recreational park made of ceramic and glass that serves as a gateway to the Venice Lagoon territory. The organizational patterning of the park was derived algorithmically through spatial relationships between sampled topographic values. Volumes scaled through a proportionate derivative of the algorithm resulted in varying field densities that created a structural framework for developing the site. Layering the site patterning created a dynamic scalable fracturing that accommodates function. Each nested derivative’s new scale accommodates a new mode and function. Fields evolve into buildings. Buildings evolve into rooms. Rooms evolve into apertures. Apertures evolve into building details. The iterative process thus creates an inhabitable form derived by a fractal system with an infinitely dynamic framework. David A. Schragger | daveschragger@gmail.com | 609.731.6236
Hualos
David A. Schragger | daveschragger@gmail.com | 609.731.6236
Hyper Cube
instillation proposal exterior
2 & 3 dimensional subdivision translations
box @ full rotation layered corner
instillation proposal interior
Serial Translations Research Project: Summer 2014 | Design Partner: Doron Serbon Hyper Cube explores the use of object-oriented design to develop complex form while (largely) eliminating custom fabrication and avoiding messy and complicated custom tooling. The project investigates the design of a system that visually obfuscates its simplicity by executing the circuit of a simple system. To develop complexity, the geometry emulates a tesseract, translating four-dimensional space into three-dimensional space. Rotation of simple subdivisions of the cube face and its constraints set up kinetic relationships, allowing the overall form of the cube to change in a circuit. Isolating the form at a series of regular intervals along the circuit attens four-dimensional space, creating a simultaneous reading of a dynamic form. The proposed structure can become a prism to mediate layered light. The overlapping of translucent color glass creates a continuous shifting color ďŹ eld inside-out and outside-in, creating both a spectacle and textured space. David A. Schragger | daveschragger@gmail.com | 609.731.6236
Hyper Cube
box @ no rotation
box @ full rotation
box @ full rotation wire plan
box @ full rotation wire
box @ full rotation plane
box @ full rotation wire isometric
David A. Schragger | daveschragger@gmail.com | 609.731.6236
7/30/2014 1:32:51 PM
COLD FORMED STEEL ROOF TRUSSES SEE STRUCT. DRAWINGS FOR DETAILS
COLD FORMED STEEL ROOF TRUSSES SEE STRUCT. DRAWINGS FOR DETAILS
6" COPPER GUTTER W/ GUTTER GUARD
6" COPPER GUTTER W/ GUTTER GUARD
8
The Lawrenceville School, Kirby Math & Science Center, Lawrenceville NJ
7
ROOF BOTTOM 31' - 0"
2' - 6"
1" STUCCO ON METAL LATH ON #15 BUILDING PAPER ON 1/2" CEMENT BOARD ON COLD FORM METAL FRAMING @16" O.C.
T.O. CAP 28' - 6"
1" STUCCO ON METAL LATH ON #15 BUILDING PAPER ON 1/2" CEMENT BOARD ON COLD FORM METAL FRAMING @16" O.C.
ROOF BOTTOM 31' - 0"
STEEL SUPPORT BRACKET PAINTED
STEEL SUPPORT BRACKET PAINTED
T.O. CAP 28' - 6"
GRANITE SILL T.O.S 26' - 8"
T.O.S 26' - 8"
STEEL BEAM SEE STRUCT. DRAWINGS FOR DETAILS
STEEL BEAM SEE STRUCT. DRAWINGS FOR DETAILS 6
4" METAL R.W.C.
FIN. CEILING SEE RCP
14' - 6"
2" AIR SPACE 3" CAVITY INSULATION CONT AIR & VAPOR BARRIER 5/8" GLASS MAT GYPSUM SHEATHING TYPE X 6" CFMF @16" O.C.
14' - 6"
STEEL BEAM -SEE STRUCT DWGS
4" BRICK VENEER
THERMALLY BROKEN STOREFRONT SYSTEM W/ 1" INSULATING GLASS
CLASSROOM 202
11' - 0"
202
10' - 8"
11' - 0"
(SEE RCP)
CLASSROOM
5/8" MOLD RESISTANT GWB
GRANITE SILL 5
1' - 0 3/4" E.O.S. & F.O. STUD
north facade
8' CL EA R
23' - 2"
14' - 0"
11' - 0"
10' - 8"
RID GE
HIP
SLOPE 5" / 12" SLOPE 2" / 12"
R ID G E H IP
VA LL EY
13' - 0"
23' - 5 1/4"
18' - 9"
7' - 10"
7' - 10"
22' - 3"
21' - 10"
21' - 10"
2' - 8" 6' - 0" 4' - 0" 6' - 0" 3' - 8" 6' - 0" 4' - 0" 6' - 0"
23' - 2"
23' - 2"
23' - 5 3/4"
23' - 2"
6' - 8" 15' - 0"
23' - 2" 91' - 0"
6' - 8" 22' - 3" 18' - 9"
2' - 8"
8' - 10 1/2"
EXISTING
1
EXISTING
VIF
8' - 10 1/2"
2
20' - 8"
VIF
3
20' - 8"
1/8" = 1'-0"
K 8 A332
EXPANSION JOINT
GL-2
4
GL-3
GL-5
4
4
4
GL-5
4
4
GL-3
GL-5
GL-3
A1
GL-6
GL-3
GL-3 5
www.studiohillier.com
GL-4
GL-4 4
4
FIRST FL 0' - 0"
2
F
DOCUMENT HISTORY:
FF
REV.# DATE PURPOSE 1 04/17/14 DESIGN DEVELOPMENT 2 07/28/14 CONSTRUCTION DOC 50%
E
APPROX. GRADE
4
A332
J
1
D
4
GL-3 S/S 8" HIGH SIGN
A332
C
studiohillier 190 Witherspoon Street Princeton, NJ 08542
4
Signature, Date and Seal
EXISTING
3B
T 609.688.9999 F 609.688.9990
T 609.688.9999 F 609.688.9990
SECOND FL 14' - 0"
GL-2
www.studiohillier.com
8
4
A310
4
GL-3
5
FIRST FL 0' - 0"
1 A325
GL-5
5
GL-3
4
H
4
studiohillier 190 Witherspoon Street Princeton, NJ 08542
GL-4 4
2B
Lic. No. 4385
3
J
Signature, Date and Seal
GL-3
B
SPECIAL BRICK PATTERN
7
ROOF BOTTOM 31' - 0" T.O. CAP 28' - 6"
H
GL-3
1B
SPECIAL BRICK PATTERN
GL-3
SECOND FL 14' - 0"
FF
EXISTING SLOPE
2
VESTIBULE ROOF 24' - 0"
GL-3
4
4" DIA RWC.
2
J. Robert Hillier - Architect
4 GL-5
A
K
ROOF TOP 43' - 8"
Key Plan
4 GL-5
GL-3
7 FF'
FIRST FL 0' - 0" 8.52°
NORTH ELEVATION
EXISTING SLOPE
1/2" = 1'-0"
PROGRESS SETCONSTRUCTION DOCUMENTS 50%
VESTIBULE ROOF 24' - 0"
5 GL-3
1
DOCUMENT HISTORY: REV.# DATE PURPOSE 1 04/17/14 DESIGN DEVELOPMENT 2 07/28/14 CONSTRUCTION DOC 50%
4
8
5
VAPOR BARRIER
G
GL-3
F
GL-3
E
7
ALUM. FRAME SKYLIGHT SYSTEM
Project
GL-3
GL-5
D
GL-3
GL-5
GL-6
2
ROOF BOTTOM 31' - 0" T.O. CAP 28' - 6"
GL-3
6'
H.P.
wall section
1/8" = 1'-0"
1
3B
KIRBY MATH & SCIENCE CENTER ADDITION
4
4
1 A310
THE LAWRENCEVILLE SCHOOL, LAWRENCEVILLE, NJ
2
3
2B 5
Sheet Title
7
6
5.5
WALL SECTIONS
3
4
C
ROOF TOP 43' - 8"
2
SCALE: 1/2" = 1'-0"
AAA
A323
DRAWN BY: JM
AA
REVIEWED BY: KC
BB
A325
5.6
EE
B1
3
1B 6
8 SECOND FL 14' - 0"
8" GUTTER
WALL SECTION A
1/2" = 1'-0"
2
A324
SPECIAL BRICK PATTERN
GL-6
2
4
1
PROJECT NO: 0122
CC
5
2
© studiohillier 2014. ALL RIGHTS RESERVED
A310
3B
SHEET NO:
DD
2B
A320
EE
A332
6
3
5 GL-3
L.P.
EXISTING SLOPE
EAST ELEVATION
B
A
FF'
1B
GL-3
VIF
WALL SECTION B 7
7
20' - 8"
A1 A324
1
4
VESTIBULE ROOF 24' - 0"
PL_FLPL L.P. 00 -13' - 0"
2
VAPOR BARRIER
3
7
8
SLAB ON GRADE A332 SEE STRUCT L.P.DWGS
3
A332
G
A332
J. Robert Hillier - Architect
6
A332
4
4
5
A332
EXISTING
Lic. No. 4385
Key Plan
1
north elevation
3
2
1/8" = 1'-0"
7/30/2014 1:32:28 PM
NORTH ELEVATION
1/8" = 1'-0"
west elevation
WEST ELEVATION
1/8" = 1'-0"
F
PROGRESS SETCONSTRUCTION DOCUMENTS 50%
east elevation
EAST ELEVATION
Mathematics Building Addition to the Existing Science Center Studio Hillier: Designer : Fall 2016 | Principal: Bob Hillier Zoning, Schematic design, Design Development, Construction Documents, Construction Administration MATERIALS LEGEND
MATERIAL KEY
A
B
1
4
A325
A310
C
D
E
FF
8
A332
F
A1
B1
2 3 4 5
3A
ROOF TOP 43' - 8"
6
7
SPECIAL BRICK PATTERN
2
8 GL-1 GL-2 GL-3 GL-4 GL-5 GL-6
7 EXPANSION JOINT
MATERIALS
E
STUCCO METAL ROOF GRANITE ALUMINUM FRAME WINDOW SYSTEM ALUMINUM FRAME SKYLIGHT GALVINIZED STEEL BRACKETS ZINK RAIN LEADERS SEE BELOW SEE BELOW SEE BELOW SEE BELOW SEE BELOW SEE BELOW
D
This building was created to replace the existing outdated dodecagon math building. To preserve the campus layout, the new 7,900 sf building is an addition to the existing 28,700 sf Science Building designed by Hillier in 1996, extending over the existing location. The new addition includes 13 state-of-the-art classrooms, a faculty lounge, restrooms, storage, and building support services. 4
ROOF BOTTOM 31' - 0" T.O. CAP 28' - 6"
4
GL-5
5
GL-3
GL-2
4
4
GL-3
GL-5
4
4
4
GL-5
4
4
GL-3
GL-6
VESTIBULE ROOF 24' - 0"
Project
KIRBY MATH & SCIENCE CENTER ADDITION THE LAWRENCEVILLE SCHOOL, LAWRENCEVILLE, NJ
GL-3
GL-3
C
SECOND FL 14' - 0"
Sheet Title
GL-1
5
EXTERIOR ELEVATIONS
6 mm
3
GL-4
4
3
A332
4
6
A332
4
4
5
A332
FIRST FL 0' - 0"
EXISTING
GL-2
1/2"
GL-5
GL-3
GL-4
1"
GL-3
1"
GL-4
GL-3
B
SCALE: As indicated
While the building is technologically advanced, its appearance is mindful of the school’s 19th-century buildings while seamlessly integrating into the Kirby Science Building’s aesthetics. Formally, the mass is streamlined by A300shifting the east facade to align with the ancillary datum of the existing building. A skylight along this axis reinforces this translation. The breaking and shifting of the addition creates spaces within the main circulation to accommodate meeting and study areas for the students. The collective mass of the two connected structures is broken by a curtained walled atrium. 1"
DRAWN BY: DS
GL-5
REVIEWED BY: KC
3
1/8" = 1'-0"
7/30/2014 1:32:28 PM
1 5/16"
PROJECT NO: 0122
GL-6
WEST ELEVATION
A310
2
8.52°
F
B1
8
4
A332
PL_FLPL 00 -13' - 0"
second floor plan
B1
20' - 8"
1 DN A324
GL-3
RID GE
1
5
DD
/ 12"
4
GL-5
4
HIP
4 1/2" SLOPE
first floor plan
2" / 12"
8.52°
4
CONC.FOUNDATION WALL AND FOOTING - SEE STRUCTURAL DWGS
1
EXPANSION JOINT
UP
A321
A324
BASEMENT 001
5.5
GL-6
ROOF BOTTOM 31' - 0" T.O. CAP 28' - 6"
4 ALUMINUM FRAME SKYLIGHTS GL-5 SYSTEM
5.6
6
ROOF TOP 43' - 8"
7
GL-3
E FF
6
RECESSED COPPER GUTTER
2
4
GL-4
FF' EXISTING HALLWAY
212
2
2
DN
/ 12"
1 A324
4 1/2" SLOPE
7
20' - 9 1/16"
A322
CAST-IN-PLACE CONCRETE SLAB-ON-GRADE SEE STRUCT DWGS
2 A324
AAA
A323
4
GL-3
GL-5
3
CC 1
AA
3
GL-3
EXISTING GL-3
A352
1
2 A321
2" / 12" SLOPE
6'
1
OPEN TO BELOW
1' - 0"
4 1/2" / 12"
EXPANSION JOINT
UP
7
S002
EXPANSION JOINT
FL 0' -4 0"
/ 12"
001
M001
FE
6"
4
D
GL-3
EE
G002
12"
205
PERIM. INSULATION EXTEND DOWN FACE UP WALL MIN. 48" VERTICALLTY @ DOOR OPENING EXTEND 2'-0" PAST DOOR OPENING
GL-5
BASEMENT
S001
M001 OPEN TO BELOW
4 1/2" /
A1
114
VIF
207
S002
205
S002
8 A332
E G ID
F
BB
SLOPE 5" / 12"
GL-6
CLASSROOM_B
8.52°
8.52°
FF M002
R
E
M003
FF'
A351
A343
G003
S001
4 1/2" SLOPE
8" GUTTER
DD
A332
BOYS ROOM
7
20' - 9 1/16"
6
8.52°
2
IP
6'
113
1 A322
2
G002
4" DIA RWC. FIRST
5
2 A325
3
206
CONC.FOUNDATION WALL AND JC FOOTING - SEE 206 STRUCTURAL FG-5 GALLERY DWGS
CONC. SLAB ON METAL DECK - SEE STRUCT DWGS
1" / 48"
A310
G003
204
204
G002
EXPANSION JOINT
A324
H
27' - 8"
ALIGN
GIRLS ROOM
G002
BB CONT. 6"X6" COL. TO COL. SEE STRUCT. DRAWINGS.
1" / 48"
6
CC
A310
102
SPECIAL BRICK PATTERN
12' - 3 9/16"
8' - 8 7/8"
3
DD
20' - 8"
S002
EE
GRANITE BASE
CLASSROOM
C
S001
5/8"
G002
105
FE
M001
7 A332
G001
S001
7' - 2 3/4"
EXISTING
EE 7
A332
5/8" MOLD RESISTANT GWB
7
G001
G001
S001
M001
8
20' - 8"
EXTEND DOWN FACE UP WALL MIN. 48" VERTICALLTY @ DOOR OPENING EXTEND 2'-0" PAST DOOR OPENING
20' - 11
G002
4
S002
S001 S001M
A400
12' - 3 9/16"
2
S002
112
86' - 4"
20' - 2 5/8"
S001
29' - 6 3/4" PERIM. INSULATION 203
M001
A351
4
G003
FG-5
1
5 A400 3
105
20' - 8"
20' - 2 5/8"
FIRST FLOOR FRAMING AT CLASSROOM_B GROUND 208 LEVEL. SEE PLAN.
203
M001
20' - 8"
BOYS ROOM
8
A332
EXPANSION JOINT
S002
D
4' - 8"
A1
86' - 4"
LINE OF CEILING ABOVE
JC
106
15' - 0"
COMP'D FILL
5' - 8"
8.52°
F
15' - 0"
E FF
20' - 8"
G002
8
8.52°
7
G001
M001
207
107
FIRST FL 0' - 0"
208
CLASSROOM_B
CLASSROOM_B
104
9 A400 7
S001
CC
FF'
S002
DD
5/8"
G002
104
1 A300
M001
S001
107
6
GIRLS ROOM
DWGS
8' - 8"
C
8" GUTTER
CONT AIR & VAPOR BARRIER 5/8" GLASS MAT GYPSUM SHEATHING TYPE X 6" CFMF @16" O.C.
G001
MECHANICAL SHAFT
G101X
G001
S001
209
S001
209
4 A310
A310
G001
S001
CONC. SLAB ON METAL
CLASSROOM_B DECK - SEE STRUCT
G003
G001
GRANITE BASE
MECHANICAL SHAFT
106
VIF
FF' VIF
A325
B
AA
SCUPPER OPENING TROUGH BLADE WALL
1' - 10"
4" BRICK VENEER 2" AIR SPACE
AAA
STEEL BEAM -SEE STRUCT DWGS
3" CAVITY INSULATION
A343
1
3
5
S001 G003
20' - 11
2' - 4 3/4"
6'
A322
201
1
7
3' - 7 1/8"
BB
S001
SLOPE 5" / 12"
2
202
6 8 A560
G001 G101X
1' - 10"
5' - 8"
20' - 8"
22' - 2 3/4"
EE
20' - 2 5/8"
103
29' - 6 3/4" CLASSROOM_B 103
D
15' - 0"
108
210
S001
A300 3
CC
102
CLASSROOM_B
L.P.
8" GUTTER
S001
202
CLASSROOM_B
S002
CLASSROOM
25' - 9 3/4"
G001
A325
108
G001
6' - 0"
B
20' - 8"
20' - 8"
C
3
A351
G003
6
FIN. CEILING SEE RCP
H.P.
A
211
8' - 8"
S001
S002
S001
5.6 15' - 8 1/8"
8.52°
4" DIA RWC.
AA
M001X
11 12 9 10
HALLWAY
CLASSROOM_A
G001
S001
109
8
7
5/8" MOLD RESISTANT GWB
9
1 A300
S001
111
4 3
109
HALLWAY
1
6
210
20' - 2 5/8"
G003
G001
3
A310
5' - 8"
20' - 8"
2 A325
1
S002
11 10 A560 12
BB
G001
A325
DD
201
CLASSROOM_B
102
4 A560 2
5
SPACE
CONT AIR & VAPOR BARRIER 5/8" GLASS MAT GYPSUM FE SHEATHING TYPE X G001 6" CFMF @16" O.C.
FACULTY LOUNGE
110
A351
5
4
3" CAVITY INSULATION 211
CLASSROOM_B
G001
3
4" BRICK VENEER S001 2" AIR
101
CLASSROOM_A
A310
1
2
5.5
8' - 11 7/8"
7' - 6"
L.P.
A323
S002
M001
S001 110
STEEL BEAM -SEE STRUCT 1 DWGS
200
A
G001 S001
A351
1/4"
G003
A351
8
9' - 0"
5'
5
4
19' - 8"
THERMALLY BROKEN STOREFRONT SYSTEM W/ 1" INSULATING GLASS
20' - 8"
A350
6
9
3
2 6' - 0"
AAA
DN
STAIR
A351
7
1
FIN. CEILING 3 A330 SEE RCP M005
20' - 11
A351
1 A323
AA
15' - 0"
A351
2
1/4"
15' - 0"
S002
6
5.6
9' - 11 3/4"
8' - 11 7/8"
13 15 14 17 16 19 18 21 20 23 22
20' - 8"
1
FE
G001
A300 3
A350
5.5
5'
8.52°
7' - 6"
AAA
M001X
102
CC
1
11 12 9 10
20' - 11
20' - 8"
101
A350
S001
1' - 10 1/8"
8
25' - 9 3/4"
S001
B
7
111
CLASSROOM_A
2
A350
23' - 2"
6' - 8"
A350 26' - 10 3/4"
BB
6
S001
S001
M001X 1
5
4
5
A310
A310
9' - 0"
7' - 9"
S002
3
2
1
4
19' - 8"
1' - 4"
2
1
A
3
4
UP
3
A300
6' - 0"
4' - 8"
1' - 10"
100A
A342
18' - 9"
DN
100
100
A330
5
7' - 9"
STAIR
ENTRY
A342
7
2
2 2
7' - 9"
7' - 9"
1 A323
AA
1
5' - 8 3/8"
A350
5
14 13 16 15 18 17 20 19 22 21 24 23
SAFTEY GATE
6
5.6
VIF
LINE OF BUILDING ABOVE
5.5 9' - 11 3/4"
VIF
7' - 6"
14' - 0"
9' - 0"
11' - 0"
19' - 8"
91' - 0"
6' - 0"
5'
8' - 11 7/8"
VIF
AAA
0 1/8"
8.52°
SECOND FL 14' - 0"
4
A330
5
A310
A310
(SEE RCP)
1
4
2
13' - 0"
3
A300
22' - 3"
2
1' - 10"
CONC. SLAB ON METAL DECK - SEE STRUCT DWGS
SECOND FL 14' - 0"
27' - 8"
27' - 8"
2
1 1
A341
1
GRANITE SPANDREL PANEL
CONC. SLAB ON METAL DECK - SEE STRUCT DWGS
1' - 10"
SHEET NO:
A300 GLAZING TYPES 4
3" = 1'-0"
A
© studiohillier 2014. ALL RIGHTS RESERVED
David A. Schragger | daveschragger@gmail.com | 609.731.6236
B1
3A
The Lawrenceville School, Kirby Math & Science Center, Lawrenceville NJ
main entrance
existing science center & new math addition
blade wall & main stairs
blade wall & main stairs
main axis view to south
separation atrium between buildings
main axis view to north from second level
main axis view to north from ground level
David A. Schragger | daveschragger@gmail.com | 609.731.6236
5
4
3
2
Institute for Advanced Study, Faculty Housing, Princeton NJ 5
9
4
3
8
1
T.0.P. E-4 135' - 5 1/2"
1. 2. 3. 4. 5.
8
7
1. BRICK VENEER
6
1ST FL. E-1 & E-2 114' - 9" T.0.P. E-4 135' - 5 1/2"
APROX. GRADE (SEE CIVIL DWGs)
UNIT E-4
UNIT E-3
48
1
UNIT E-2
7
6
UNIT E-1
5
9
4
6. STAINLESS STEEL RAILING
7. BALCONY, ALUMINUM PANEL @ FASCIA COLOR: ANNODIZED DARK BRONZE
4. ALUMINUM PANEL 5 COLOR: ANNODIZED DARK BRONZE
8. STANDING SEAM ZINC AT SOFFIT COLOR: QUARTZ ZINC
5. COPING COLOR: ANNODIZED DARK BRONZE
9. ZINC PROFILE COLOR: QUARTZ ZINC
5
9
3
3
3. WOOD SIDING CUSTOM PROFILE TEAK WITH A CLEAR COATING
8J
1/8" = 1'-0"
4
3
4
3
8
4
9
3
6
8
5
1
2ND FL. E-1 & E-2 137' 1/2" 126'- -53"
H
8
8
CJ
CJ
south elevation east building APROX. GRADE (SEE CIVIL DWGs)
2
4
9
3
UNIT E-4
6
8
5
UNIT E-3
1
7
1/8" T.O.P. = 1'-0" E-1 & E-2
1 UNIT E-1
UNIT E-2
1ST FL. E-4 112' - 9"
137' - 5 1/2"
UNIT E-3
2
UNIT E-4
4
9
3
6
8
5
2
1
1
SECOND FLOOR ROOF
11' - 2 1/2"
4 UNIT E-2 FIRST FLOOR
SECOND FLOOR ROOF G
5
1
8
APROX. GRADE (SEE CIVIL DWGs)
2
F
SOUTH
COURTYARD UNIT E-1
T.O.P. E-1&&E-2 E-2 2ND FL. E-1 137' 126' - 3"- 5 1/2"
1/8" = 1'-0"
2
4
9
3
6
8
5
1
6 CJ
HOUSE NUMBER AND MAILBOX LOCATION, TYP.
CJ
2ND T.0.P. FL. E-4E-4 135' 1/2" 124'- -53"
CJ
CJ
6
8
7
1 4
2
9
7
3
1
north elevation west building
2
7 UNIT E-1
UNIT E-2
6
1
UNIT E-1
8
5
1
2
9
3
6
8
5
1
13 A900
ALT.
8
APROX. GRADE (SEE CIVIL DWGs)
5
11' - 2 1/2"
E
1' - 6"
SECOND FLOOR ROOF
9
5
3
2
APROX. GRADE (SEE CIVIL DWGs)
2
1
1/8" = 1'-0"
1
135' 1/2" 124'- -53"
UNIT E-3
CJ
5
UNIT E-2 13 A900
ALT.
2ND FL. E-4
1ST FL. E-4- 3" EXTERIOR ELEVATIONS 124' EAST BUILDING112' - 9"
2
5
APROX. GRADE (SEE CIVIL DWGs)
2
1
A220
5 13 A900
ALT.
west EAST elevation east building
1/8" = 1'-0"
SERVICE LADDER TO ROOF
5
1
1
1
4
1/8" =APROX. 1'-0" GRADE
CIVIL DWGs)
1
1
2
& E-2 2NDT.O.P. FL. E-1E-1 & E-2 137' 1/2" 126'- -53" CJ
1
8
1/8" = 1'-0"
3 A201
6"
1
5
1
6"
1ST FL. E-1 & E-2 114' - 9"
1
1/8" = 1'-0"
5
1
1ST FL. E-1 & E-2 GARAGE @ L.P. 114' - 0"
A201
© Studio Hillier 2016. ALL RIGHTS RESERVED
CJ
2ND FL. E-1 & E-2 1ST FL. E-1 & E-2- 3" 126' 114' - 9" T.O.P. 1ST FL. E-1 & E-2 1ST FL. E-1 & E-2 125' - 0" GARAGE @ L.P. 114' - 0"
CJ APROX. GRADE (SEE CIVIL DWGs)
1
CJ
5
1
1/8" = 1'-0"
APROX. GRADE (SEE CIVIL DWGs)
EAST 5
1/8" = 1'-0"
second floor plan west building
Faculty Residence Studio Hillier: Designer : Project is Currently out to Bid | Principal: Bob Hillier Zoning, Design Development, Construction Documents, Bid These townhouses are the first phase of the IAS site development to for faculty housing of two townhouses containing eight units and seven single family homes. The design of the homes are to emulate the same tone and philosophy as the existing modernist housing by Marcel Breuer, while camouflaging themselves on the site through the use of natural colors and local materials. Due to their proximity to the Revolutionary Battlefield Park, the buildings were designed with a low profile and sensitive use of materials so the site is hidden from the view of the battlefield. The houses have a brick veneer on the first floor and zinc metal paneling on the second floor that creates shading. The north facade of the townhouses have a public outdoor space, engaging the campus, while the southern side incorporates a private courtyard enclosed by the garage and six-foot wall. The structures exhibit a dynamic tension between the modernist geometries and a natural pallet.
David A. Schragger | daveschragger@gmail.com | 609.731.6236
CJ
EAST 5
5 3 A201
COURTYARD UNIT
PROJECT NO: A.0195.01
A
T.O.P. 1ST FL. E-1 & E-2 125' - 0"
CJ
3
REVIEWED BY: DB
1ST FL. E-4 112' - 9"
7/13/2016 4:21:07 PM
first floor plan west building
5
SHEET NO:
WEST 4
1
1/8" = 1'-0"
1ST FL. E-4 GARAGE @ L.P. 112' - 0"
3
3 A201
3
WEST (SEE 7/13/2016 4:21:07 PM
T.O.P. E-1 & E-2 137' - 5 1/2"
1/8" = 1'-0"
1
8
B
DRAWN BY: DS
1' - 0"
APROX. GRADE (SEE CIVIL DWGs)
2
COURTYARD UNIT E
SCALE: As indicated
1' - 0"
7/13/2016 4:21:07 PM
T.O.P. 1ST FL. E-1 & E-4 UNIT E-4 122' - 9"
UNIT E-3
1ST FL. E-4 112' - 9"
3 A201 1' - 0"
6"
1' - 0"
4
CJ
2
1/8" = 1'-0"
1ST FL. E-1 & E-2 GARAGE @ L.P. SERVICE LADDER 114' - 0" TO ROOF
WEST west elevation west building
3 A200
UNIT E-4
2ND FL. E-4 124' - 3"
7
1ST FL. E-1 & E-2 ELEVATION SOUTH -SECTION 114' - 9"
1
3
C
126'114' - 3"- 9"SOUTH -SECTION ELEVATION 1/8" E-1 = 1'-0" T.O.P. & E-2 GRADE 3 1ST FL. APROX. 125' -CIVIL 0" DWGs) (SEE
3
5
5
A200
8
1 Einstein Dr. Princeton, NJ 08540
2 A220
UNIT E-2
A220
1
1
1/8" = 1'-0"
INSTITUTE FOR ADVANCED STUDY - FACULTY TOWNHOUSES 2ND T.0.P. FL. E-4E-4
T.0.P. E-4 135' - 5 1/2"
2
3
6
T.0.P. E-4 135' - 5 1/2"
Project
APROX. GRADE (SEE CIVIL DWGs)
7
UNIT E-1
1
2 8
2ND FL. E-1 &1ST E-2FL. E-1 & E-2
1
5
COURTYARD UNIT
FIRST FLOOR
1
1
1/8" = 1'-0"
Sheet Title
UNIT E-1
APROX. GRADE (SEE CIVIL DWGs)
6
UNIT E-4
T.O.P. E-1 &2ND E-2 FL. E-1 & E-2 FL.- E-1 3" & E-2 137' 1ST - 5126' 1/2" 114' - 9"
CJ
2
COURTYARD UNIT E 1ST FL. E-4 112' - 9"
COURTYARD E-4
A201
SERVICE LADDER TO ROOF
2ND FL. E-4 1ST FL. E-4- 3" 124' 112' - 9"
6"
5
3 A200
UNIT E-4
UNIT E-3
1/8" = 1'-0"
3 A201
A201
SECOND FLOOR ROOF
COURTYARD UNIT E-3
2 A220
CJ 3
D
2
1
T.O.P. E-1&&E-2 E-2 2ND FL. E-1 137' 126' - 3"- 5 1/2"
1/8" = 1'-0"
5
4
CJ UNIT E-3
FIRST FLOOR
1ST FL. E-4 112' - 9"
1/8"137' = 1'-0" - 5 1/2"
UNIT E-4
ELEVATION SOUTH -SECTION 2
UNIT E-2
north elevation east building
UNIT E-3
11' - 2 1/2"
2ND FL. E-4 124' - 3"
CJ
10' - 0"
1ST FL. E-1 & E-2 114' - 9"
1/8" = 1'-0"
APROX. GRADE (SEE CIVIL DWGs)
CJ
3 A200 UNIT E-2
SOUTHT.O.P. E-1 & E-2
1ST FL. E-1 & E-2 114' - 9"
CJ
6"
2
T.0.P. E-4 135'CJ - 5 1/2"
1
UNIT E-1
4' - 6"
SOUTH
CJ
7
1' - 3"
2ND FL. E-1 & E-2 126' - 3"
1
T.O.P.
10' - 3"
2ND FL. E-1 & E-2 1ST FL.- E-1 126' 3" & E-2 114' - 9"
3 A200
8
1/8" = 1'-0"
CJ
8
HOUSE NUMBER APROX. GRADE AND MAILBOX (SEE CIVIL DWGs) LOCATION, TYP.
3
7
1/8" = 1'-0"
CJ
T.O.P.
T.O.P. E-1 & E-2 137' - 5 1/2"
APROX. GRADE (SEE CIVIL DWGs)
CJ
T.0.P. E-4 135' - 5 1/2"
COURTYARD UNIT E-2 & W-2
4' - 6"
2
1ST FL. E-1 & E-2
J. Robert Hillier - Architect 114' - 9" Lic. No. 4385
Key Plan
1 UNIT E-1 FIRST FLOOR
APROX. GRADE (SEE CIVIL DWGs)
5
2ND FL. E-1 & E-2 1ST FL. E-1 & E-2- 3" 126' 114' - 9"
1
N
1
6"
1
2ND FL. E-4 124' - 3"
1/8" = 1'-0"
CJ
NORTH
1ST FL. E-1 & E-2 114' - 9" APROX. GRADE (SEE CIVIL DWGs)
1ST FL. E-4 112' - 9"
1
CJ
5 A900
UNIT E-1
Project
CJ
10' - 3"
south elevation west building
CJ
4' - 6"
CJ
4
1' - 3"
1' - 3"
NORTH
2ND FL. E-1 & E-2 126' - 3" HOUSE NUMBER AND MAILBOX LOCATION, TYP.
T.O.P.
3 A200
UNIT E-2
10' - 3"
3 A200 UNIT E-3
UNIT E-4
4' - 6"
T.0.P. E-4 135' - 5 1/2"
APROX. GRADE (SEE CIVIL DWGs)
11' - 2 1/2"
2ND FL. E-4 1ST FL.- 3" E-4 124' 112' - 9"
www.studiohillier.com Signature, Date and Seal
T.O.P. T.O.P. E-1 & E-2 137' - 5 1/2"
2
studiohillier 190 Witherspoon Street Princeton, NJ 08542 T 609.688.9999 F 609.688.9990T.O.P. E-1 & E-2
T.0.P. E-4 2ND FL. E-4 135' 124' - 3"- 5 1/2"
2
2 T.O.P. E-1 & E-2 137' - 5 1/2"
10. METAL FLASHINGS COLOR: ANNODIZED DARK BRONZE
NORTH 1
K
5. COPING 4 COLOR: ANNODIZED DARK BRONZE
5
2. INTERLOCKING ZINC CLADDING, 12" WIDE PANELS COLOR: QUARTZ ZINC
1ST FL. E-4 112' - 9"
REV.# DATE PURPOSE 0 07/01/16 ISSUED FOR BID / PERMIT
NOT EVERY EXTERIOR DEVICE IS SHOWN ON THIS DRAWING. SEE M, E, P AND OTHER SYSTEM DRAWINGS FOR ADDITIONAL DEVICES LOCATED ON EXTERIOR OF BUILDING. COORDINATE ROUGH-IN LOCATION OF DEVICES MOUNTED ON THE BUILDING TO ALIGN WITH THE CENTER OF PANEL OR CENTERED ON A JOINT U.O.I. SEAL EVERY JOINT AND OPENING U.O.I. WITH SPECIFIED SEALANT. AT OUTLET BOXES, CONDUIT, PIPE AND OTHER PENETRATIONS OF THE EXTERIOR WALL PROVIDE SEAL OR OTHERWISE MAINTAIN CONTINUITY OF AIR BARRIER AND PROVIDE SEALANT AT OUTER WALL LAYER. WALL EXPANSION JOINT COVERS SHALL BE CONTINUOUS ACROSS WALL AND AROUND ALL INTERSECTIONS AND SHALL TRANSITION TO FOUNDATION AND ROOF EXPANSION JOINT COVERS FOR AIR AND WATERTIGHT PERFORMANCE.
MATERIALS LEGEND
2ND FL. E-1 & E-2 126' - 3"
2ND FL. E-4 124' - 3"
DOCUMENT HISTORY:
BUILDING ELEVATIONS GENERAL NOTES
2
T.O.P. E-1 & E-2 137' - 5 1/2"
CONSTRUCTION DOCUMENTS
6
N
7
True
8
1
5
1
Institute for Advanced Study, Faculty Housing, Princeton NJ
roof plan
perspective
third floor plan
north elevation
wall section
second floor plan
west elevation
first floor plan
section detail
Townhouse Studio Hillier: Designer : Project is Currently out to Bid | Principal: Bob Hillier Schematic design, Design Development, Construction Documents, Bid This project is three units totaling 7,710 sf of townhouses in downtown Princeton. The design of the project is most influenced by the change in topography and necessity for indoor parking. To incorporate these facets within the property lines, the three discrete unit layouts were shifted vertically and laterally, penetrating the adjacent apartments and creating a three-dimensional jigsaw puzzle effect. The appearance of the exterior is in tension with the interior layouts. The exterior uses the similar three-dimensional shifting; however, its purpose is to break the mass of the building and denote three individual units. The application of materials is used to articulate the difference. This differentiation brings the scale of each unit down to that of adjacent buildings.
David A. Schragger | daveschragger@gmail.com | 609.731.6236
Peddie School, Kaye Student & Faculty Residence Hall, Hightstown NJ
view to the south
view to the north
floor plans
east elevation
north elevation
west elevation
south elevation
Student & Faculty Residence Hall Studio Hillier: Designer : Completed 2016 | Principal: Bob Hillier Zoning, Schematic design, Design Development, Construction Documents, Construction Administration I have been involved with this project from the initial campus feasibility study through to its construction, including client and zoning presentations and hearings. Kaye Student & Faculty Residence Hall, 33,000 sf, contains 32 student rooms for 60 students along with two faculty residences and two faculty apartments. The dorm’s elevations are designed to mediate between the adjacent campus buildings and the historic residential homes across the street. The faculty residences are extrusions from the massing of the dormitory that act as a transition in scale in order to preserve the streetscape. The interior of the dorm is symmetrical, creating two dormitories within a single structure. The north half is a mirror of the southern half.
David A. Schragger | daveschragger@gmail.com | 609.731.6236
Peddie School, Green Student & Faculty Residence Hall, Hightstown NJ
view to the south
view to the north
floor plans
east elevation
north elevation
west elevation
south elevation
Student & Faculty Residence Hall Studio Hillier: Designer : Completed 2016 | Principal: Bob Hillier Zoning, Schematic design, Design Development, Construction Documents, Construction Administration I have been involved with this project from the initial campus feasibility study through to its construction, including client & zoning presentations and hearings. The Green Student & Faculty Residence Hall, 21,000 sf, contains 17 student rooms for 36 students along with two faculty residences and two faculty apartments. The dorm’s elevations are designed to combine with the adjacent campus buildings. The third floor is camouflaged by the roof to give the appearance of a two-story building in order to lessen the collective mass within the group of buildings. The interior of the dorm is designed to separate faculty and student living spaces while at the same time allowing the faculty both to monitor and to be available to the students. David A. Schragger | daveschragger@gmail.com | 609.731.6236
Copperwood, Princeton, NJ
Document History Purpose
Rev# Date 10-11-2012
1 A-113
DCA ApprovedIssued for Construction
EAST ELEVATION PERIMETER SCALE: 1/16" = 1'-0"
Certificate of Authorization
J. Robert Hillier, FAIA Signature and Seal
NJ Lic. No. 21 A100438500
EAST ELEVATION PLAZA
Project Name:
SCALE: 1/16" = 1'-0"
BLOCK 4301 LOT 3&4 BLOCK 4301 LOT 1 MERCER COUNTY PRINCETON, NJ 08540
copperwood bunn drive
2 A-113
DCA Project No: Sheet Title
3
0040-11
A113
COMPLEX ELEVATIONS NORTH & EAST PERIMETER EAST PLAZA
\\jrh-sr2\projects\bunn drive\100-current\A-113.dwg, 10/16/2012 10:56:39 AM
3 A-113
NORTH ELEVATION PERIMETER
1
1/16" = 1'- 0" Sheet No.
A113
SCALE: 1/16" = 1'-0"
TN
Project No. 010
A-113
2 A113
Drawn
Scale
KEY PLAN
• ••• ••• • • • • • •• •• • •• • ••• • • • •• •••• •• • •• •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •
exterior elevations
site plan
Document History Document History 10-11-2012
Purpose
10-11-2012
DCA ApprovedIssued for Construction
DCA ApprovedIssued for Construction
A-552
E-108 A1 - LUXE
Rev# Date
Purpose
Rev# Date
MATCHLINE
E-109 A1 - LUXE
NOTES: 1. ALL DIMENSION ON THIS SHEET ARE TO FACE OF STUD. 2. GRILLS ARE LOCATED ON FLOORS 1 TO 3 ONLY. REFER TO BLDG E ELEVATIONS.
E-ST2 STAIR
E-110 B1 - PRESTIGE
E-107 B2 - LUXE
Certificate of Authorization Certificate of Authorization
MATCHLINE REF. A-551
J. Robert Hillier, FAIA J. Robert Hillier, FAIA
E-105 B2-A - LUXE
Signature and Seal
NJ Lic. No. 21 A100438500
Signature and Seal
E-104 A1 - LUXE
E-106 C7 - PRESTIGE
E-111 C9 - SIGNATURE
NJ Lic. No. 21 A100438500
A-552
E-103 A1 - LUXE
DCA Project No: Sheet Title
0040-11-E
MATCHLINE
E-15 HEALTH CLUB
BLOCK 4301 LOT 3&4 BLOCK 4301 LOT 1 MERCER COUNTY PRINCETON, NJ 08540
E-102 B1 - PRESTIGE
E-101 B1-B - LUXE
ALTERNATE
Project Name:
E-108 VESTIBULE
Project Name:
E-ST1 STAIR
E-11 HALLWAY
BLOCK 4301 LOT 3&4 BLOCK 4301 LOT 1 MERCER COUNTY PRINCETON, NJ 08540
E-E ELEVATOR
copperwood bunn drive
E-14 REFUSE
E-MECH MECH
copperwood bunn drive
MATCHLINE REF. A-552
MATCHLINE REF. A-553
MATCHLINE REF. A-552
DCA Project No: Sheet Title
Drawn
Scale
MATCHLINE REF. A-551
Drawn
Scale
N
\\jrh-sr2\projects\bunn drive\100-current\A-551.dwg, 10/15/2012 3:15:09 PM
\\jrh-sr2\projects\bunn drive\100-current\A-251.dwg, 10/15/2012 3:11:47 PM
MATCHLINE REF. A-552
1/8" = 1'- 0" Sheet No.
TN
1/4" = 1'- 0" Sheet No.
Project No. 010
N
A-251 • ••• ••• • • • • • •• •• • •• • ••• • • • •• •••• •• • •• •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •
building E - unit plans
building E - plaza level plan
Construction Documents, Construction Administration Studio Hillier: Designer : Completed 2012 | Principal: Bob Hillier Copperwood is a 153 unit rental apartment complex currently in construction on a wooded site in the Princeton Township, surrounded by the 200-acre Princeton Ridge Preserve. More than 17 acres of the 21 acre site are being preserved as dedicated public open space, giving the residents unobstructed views of the natural setting in all directions. The preservation of land was achieved by consolidating the structures over a subterranean parking facility. The consolidation of living structures, parking and impervious services along with the implementation of a green roof system greatly reduces the environmental impact of this development. The five structures contain a variety of unit types ranging from 1,300-square foot, two-bedroom luxury units to 800-square foot, one-bedroom units. My involvement with this project was working through the construction documents issued to the contractor and am currently assisting with construction administration.
David A. Schragger | daveschragger@gmail.com | 609.731.6236
0040-11-E
BUILDING E UNIT PLANS
BUILDING E PLAZA LEVEL PLAN
KEY PLAN
TN
Project No. 010
A-551
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W/J Master Plan, Princeton NJ Retail Stores | Restaurants Services | Market Church | School Office Space Municipal 1mi | 16 min
PARCEL OWNER BUSINESS
ey Rd
Vall
NON OWNER OCCUPIED OWNER OCCUPIED COMMUNITY / EDUCATION PRINCETON MUNICIPAL PRINCETON UNIVERSITY
1/2 mi | 8 min
1/4 mi | 4 min
1/8 mi | 2 min
RT 6 20
Robeson
Pl.
sau
Nas
St.
Exceeds Zoned FAR Exceeds Zoned Coverage Church / Education
walking distance to amenities
parcel ownership from GIS analysis
zoning FAR and coverage compliance
traffic circle at Valley Rd.
pedestrian bridge RT. 206
1” = 200’
under used land TIGER TRANSIT NEW JERSEY TRANSIT BUS NEW JERSEY TRANSIT RAIL BIKE PATHS WALKING PATH PARKING 1” = 100’
N
development master plan
new urban massing
Zoning Analysis, FAR Analysis, Massing Studies, Urban Planning Studio Hillier: Designer : Fall 2012 | Principal: Bob Hillier The Princeton master plan is an office research project to simultaneously assist the firm’s development projects and speculate on the growth of the city. Princeton currently is unique as it is the first municipality to merge two equal political entities. Previously all mergers have been comprised of an absorption of adjacent territories. This merger creates a new political structure and opportunities in land use possibilities. Studio Hillier is a sister company and design wing of the real estate development company Hillier Properties. This research is driven by the firm’s current and potential real estate holdings. The research goal is to assist the growth of the city through developing the potential of neglected properties, and evolve obsolete legislation. I created the following collection of analysis documents and assisted developing the speculative urban insertions. These areas of opportunity emerged through the synthesis of existing systems, GIS spatial data, land use, and parcel ownership. Speculative areas of potential cannot only change the vision of a place but also its possibilities. David A. Schragger | daveschragger@gmail.com | 609.731.6236
W 56 Street Proposal
TYPICALLY
what if...
conceptual diagram
building section
massing view from the street
conceptual diagram of FAR redistribution
rear carved out massing and balconies
5 story open lobby space created to elevate allowable FAR
front carved out massing and balconies
Zoning Analysis, FAR Analysis, Massing Study Archi-Tectonics: Summer 2008 Internship | Principal : Winka Dubbledam This work was done as an intern under Winka Dubbeldam and Thomas Barry for a concept proposal for a luxury apartment building on West 56th Street in New York City. The extent of this work transferred zoning analysis into its architectural potential. The design began with the constraints of street wall, front and rear setbacks, and sky exposure plane. Another main constraint was the percentage of balconies on the facade. The focus of the design was to morph the maximized volume defined by the zoning boundaries to elevate FAR by perforating the building envelope and floor plates. This allowed the elevation of the living spaces and desirable apartments. The main concern with this approach was the core positioning and usable floor space constrained by the sky exposure plane. The redistribution of FAR resulted in a five story lobby that could be programmed with building amenities and retail.
David A. Schragger | daveschragger@gmail.com | 609.731.6236
PORTS 1961 Shanghai
interior elevation
floor plan
armature assembly vertical ribbing & horizontal lathing
armature detail
finished photography
finished photography
Detailing Form for Fabrication Archi-Tectonics: Summer 2010 Internship : Completed 2011 | Principal : Winka Dubbledam My contribution in the design for the Shanghai location of the PORTS 1961 store focused on the fabrication and the design development drawings of the circumscribing armature. The morphology of this armature mediates existing spatial characteristics with the programmatic necessities of seating and product display. The armature was digitally fabricated, emulating a local ship-building tradition that involved structural rib frames and horizontal plank patterning. The construction process included me developing a script that visualized the final product and construction method for the fabricators. This script defined the profile of the ribs and oriented the direction of their depth by averaging the surface normals along periodic vertical axis. Horizontal plank pattering was regulated by the with of the plank and offset spacing along the vertical ribs. I worked with the fabricators in developing a prototype and system that could be applied universally to construct the desired form.
David A. Schragger | daveschragger@gmail.com | 609.731.6236