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Portfolio of work by Dylan Corr up to 2022
Portfolio of work by Dylan Corr up to 2022
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E. Dylan Corr
2022
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CONTENTS
E. DYLAN CORR
Resume
2022
B4ET
Campus Amenities Building - Tucson AZ
March 2019 - April 2022
ZGF OFFICE
Architectural Office - Los Angeles CA
January 2017 - August 2017
AIA LA 2X8
Exhibit Design - Los Angeles CA
January 2019 - May 2019
a new american suburb
Architecture Thesis
September 2017 - May 2018
pg 05
pg 06-29
pg 30-37
pg 38-47
pg 48-63
E. DYLAN CORR
edylancorr@gmail.com
240 370 2554
Work
ZGF Architects
Jan 2017 - Aug 2017 | Jun 2018 - Current
Teaching Assistant
Mar 2016 - Jun 2016
Perkins Eastman
Jun 2015 - Sept 2015
OPX
Jun 2013 - Sept 2013 | Jun 2014 - Sept 2014
Los Angeles
workplace TI and campus amenity projects from programming/SD through
CA/closeout. Renderings, design iterations, client presentations, consultant
coordination, detail development, drawing set creation, furniture selection
San Luis Obispo
assisted Stacey White with curriculum, teaching, and grading for a class on
sustainability in architecture
Washington DC
workplace TI project redlines and detail development in DD and CD.
Renderings for client meetings, consultant coordination
Washington DC
law firm and workplace TI project redlines and detail development in DD and
CD. Site visits to observe construction, answered RFIs, reviewed submittals
School
California Polytechnic State University
Sept 2013 - Jun 2018
Study abroad
Jun 2016 - Sept 2016
Richard Montgomery High School
Sept 2010 - Jun 2013
San Luis Obispo
5 year Bachelor of Architecture with a Minor in Sustainable Environments
Switzerland
3 month traveling program from Amsterdam to Milan, studio in Switzerland
Maryland
International Bachelorette
Prizes
AIA LA 2X8
Jan 2019
AIA Central Coast Chapter
May 2018
National Association of Home Builders
Jan 2016
National Architectural Accrediting Board
Apr 2015
Design Village Competition
Apr 2014
Digital
Off Work
exhibit design contest winner
student design awards finalist
2 nd in NAHB residential construction management competition
project archived for accreditation
best in show
Revit, AutoCAD, Sketchup, Rhino, Vray, Enscape, Photoshop, Illustrator,
InDesign, Lightroom, Microsoft Office
photography, travel, painting, collaging, rock climbing, running, cycling
baseball, carpentry
1
B4ET
Campus Amenities Building - Tucson AZ
March 2019 - January 2022
B4ET is located on the corporate campus for a Switzerland
based diagnostics and pharmaceuticals company. The building
provides program for dining, meeting, exercising, and general
wellbeing. ZGF began working on the project shortly after the
client parted ways with it’s previous architect at 90% CDs. Our
first task was to help the client choose whether they should
renovate their existing dining hall, revise the previous architects
new building design, or start from scratch on a new building.
Once the decision was made that ZGF would start on the
design of a new building, we set out to combine the clients
global swiss modern design language with the pueblo, desert
vernacular. A ribbon window envelope around 3 block volumes
of varying heights was developed and made from neutral,
modern, and spartan materials that were accentuated with
pops of color in interior finishes and furniture upholstery.
07
Urban
Ventana
of nother
Downtow
miles awa
Urban Context
Greater Tucson area
VENTANA
MEDICAL
SYSTEMS
CATALINA STATE PARK
MOUNT LEMMON
MOUNT KIMBALL
SAGURO
NATIONAL PARK
SANTA CATALINA MOUNTAINS
TUCSON
MOUNTAIN PARK
TUCSON
SAGURO
NATIONAL PARK
EAST
MICA MOUNTAIN
RINCON
MOUNTAINS
B2
34 FT
B2
34 FT
B2
34 FT
B2
34 FT
B2
SERVICE
SERVICE
SERVICE
SERVICE
SERVICE
SERVICE
275’
3
B5E
VIEWS
ARROYO
DROP OFF
B3
170’
SPINE
320’
23,375 SF
275’
B5E
VIEWS
ARROYO
B2 B2
25 FT
36 FT
MAX
B2 B2
15 FT
DROP OFF
170’
B3 25 FT
SPINE
320’
36 FT
23,375 SF MAX
275’
B5E
VIEWS
ARROYO
15 FT
DROP OFF
B3
170’
SPINE
320’
23,375 SF
275’
B5E
VIEWS
ARROYO
34 B2FT
25 FT
36 FT
MAX
34 B2FT
15 FT
DROP OFF
170’
B3 25 FT
SPINE
320’
36 FT
23,375 SF MAX
275’
B5E
VIEWS
ARROYO
15 FT
DROP OFF
B3
170’
SPINE
320’
23,375 SF
275’
B5E
VIEWS
ARROYO
3
B5W
80’
120’
80’
120’
18 FT
B5W
18 FT
B5W
80’
120’
80’
120’
18 FT
B5W
18 FT
B5W
80’
120’
SERVICE
VIEWS
ARROYO
DROP OFF
DROP OFF
170’
170’
B3 B3
30’
SPINE
SPINE
320’ 320’
DROP OFF
DROP OFF
23,375 23,375 SF SF
170’
170’
B3 B3
275’
275’
30’
SERVICE
SERVICE
320’ 320’
23,375 23,375 SF SF
VIEWS
ARROYO
SPINE
275’
275’
N
SERVICE
SERVICE
VIEWS
ARROYO
DROP OFF
N
170’
25 B3 FT
30’
36 FT
MAX
DROP OFF
SPINE
320’
23,375 SF
170’
25 B3 FT
275’
30’
36 FT
MAX
SPINE
320’
23,375 SF
SERVICE
VIEWS
ARROYO
275’
N
SERVICE
VIEWS
ARROYO
N
25 25 FT FT
30’
36 36 FT
MAX
B5E B5E
SPINE
B5E B5E
15 B5E FT
15 B5E FT
Pe
80’
120’
B5W B5W
80’
120’
B5W B5W
80’ 80’
120’
120’
80’ 80’
120’
120’
18 B5W FT
18 B5W FT
Pedestrian Circulation
80’
120’
18
30’
30’
30’
30’
30’
30’
Site Drivers
A triangular site at the center of an
existing campus is the perfect place to
develop a campus vernacular.
Arroyo Corridor
Preserving views from the campus
interior through the arroyo to the Catalina
Mountains beyond is essential to the
campus master plan, further reinforcing
the triangular site.
1 Site Boundary 1 Site Boundary
08
2 Roche Tucson 2 Roche Masterplan Tucson Masterplan 3 Circulation3 Circ
The B4ET building The site is B4ET a triangular building site South is a triangular of the existing site South B2 of the Shown existing above B2 is the Shown central above campus is the spine central as well campus as the spine Arroyo as well as the The Arroyo pedestrian circulation The ped
Campus Plan
Corporate Medical campus
1.
Ve
Ac
sys
an
Th
bu
ad
of
RANCHO VISTOSO BLVD.
PARCEL 4
1
2
3
2E
E INNOVATION PARK DR
5A
7
5W
5E
DESERT
WASH
VENTANA MEDICAL
SYSTEMS
B2
34 FT
5
B2
Service Circulation
34 FT
B2
Service Circulation
34 FT
B2
34 FT
34 FT
SERVICE
SERVICE
SPINE
320’
23,375 SF
5 FT
B5W
36 FT
MAX
275’
B5E
18 FT
VIEWS
ARROYO
SERVICE
15 FT
DROP OFF
B3
170’
SPINE
320’
23,375 SF
B5W
275’
80’
120’
B5E
VIEWS
ARROYO
30’
34 34 FT FT
80’
120’
25 FT
30’
36 FT
MAX
34 34 FT FT
18 FT
15 FT
DROP OFF
B3
170’
SPINE
320’
23,375 SF
25 FT
B5W
36 FT
MAX
275’
B5E
18 FT
SERVICE
ARROYO
15 FT
VIEWS
36 36 FT FT
MAX
36 36 FT FT
MAX
36 FT
MAX
36 FT
MAX
N ARROYO N
25 25 FT FT 25 25 FT FT
N N
25 FT
25 FT
N
N
VIEWS
DROP OFF
B3
170’
SPINE
320’
23,375 SF
B5W
275’
80’
120’
B5E
SERVICE
VIEWS
ARROYO
30’
34 FT
80’
120’
25 FT
30’
36 FT
MAX
34 FT
18 FT
15 FT
25 FT
36 FT
MAX
18 FT
15 FT
15 15 FT FT
15 15 FT FT
15 FT
15 FT
Pedestrian Circulation
80’
120’
Pedestrian Circulation
18 18 FT FT
80’
120’
18 18 FT FT
18 FT
18 FT
30’
30’
30’
Site Circulation
Main pedestrian circulation runs North
South through the campus spine, directly
West of the site. Building services and fire
access run North South on the East side
of the site.
Building Heights
New construction in the area is limited to
36’ by a nearby HOA.
3 Circulation3 Circulation
4 Building Heights 4 Building Heights
as o well as the The Arroyo pedestrian circulation The pedestrian is concentrated circulation mainly is concentrated the North mainly on The the Oro North Valley Planned The Oro Area Valley Development Planned Area states Development that the states that the
09
OPTION 1
Re-Engineered WBA Design
OPT 1
Fix Original Design
3.1 DESIGN OPTIONS NARRATIVE
The original design did not meet the clients Three programmatic, options were cost, developed to accommodate the P
or schedule requirements. This option modifies Tucson the Strategic original Master Plan, Roche Design Principals
design to provide the required program spaces, dated be August on budget, 17, 2018 is included for reference.
and be delivered on time.
OPTION 3
New construction with revised program and compliance with
SMP/URS and K-Directives
PREVIOUS DESIGN (WBA)
The WBA design did not meet the programmatic requ
compliant with K-Directives and sustainability goals. T
systems and components which increased projected c
3.1 DESIGN OPTIONS NARRATIVE
OPTION 1
Three Re-engineered options were developed WBA Design to accommodate which meets the Proposed program
Tucson incorporates Strategic Master conventional Plan, Roche building Design components Principals and and K-Ds
dated August 17, 2018 is included for reference.
3.1 DESIGN OPTIONS OPTION NARRATIVE
2
OPTION 1
PREVIOUS Proposed DESIGN renovation (WBA) and addition to the existing B4 b
Re-Engineered WBA Design
Three options were The developed WBA security design to accommodate
operations. did not meet the
A free-standing the Proposed programmatic Program
two-story requirements and to com
3.1 DESIGN OPTIONS NARRATIVE
Pavilio
Tucson Strategic Master compliant Plan, Roche
Center, with Fitness K-Directives Design Principals
Center and and sustainability and K-Directives.
Wellness Center. goals. The The previo design
OPTION 2
dated August 17, 2018 systems is included and components for reference.
Three options were developed to accommodate the Proposed Program which increased and to comply projected with construct the
Use existing B4 building with addition plus Pavilion
OPT 2Tucson Strategic Master Plan, Roche Design Principals and K-Directives. The previous design by WBA
OPTION 3
dated August 17, 2018 PREVIOUS included DESIGN for reference. OPTION (WBA)
Repurpose and Add to Existing
1
A Design
The WBA design did New Design employs interlocking volumes of various h
Re-engineered not meet the programmatic WBA Design which requirements meets the of programmatic the URB/URS an req
Renovation and addition compliant to the with existing K-Directives incorporates
B4 adjacent building and sustainability conventional to Arroyo. house goals.
PREVIOUS DESIGN (WBA)
building The components design also and included systems numw
a dining center, showcase, systems and security components operations. which increased A free-projectestanding construction duration and co
The WBA
two-story
design
Pavilion,
did not meet
south
the
of
programmatic
the Arroyo, houses
requirements
the
of the URB/URS and was noncompliant
Conference Center,
with K-Directives
Fitness
and sustainability OPTION goals. 2 The design also included numerous customized
systems and components OPTION Center
which 1 and Wellness Center.
increased Proposed projected renovation construction and addition duration to the and existing costs. B4 building to
Re-engineered WBA security Design which operations. meets A the free-standing programmatic two-story requirements Pavilion, of south the Uo
incorporates conventional Center, building Fitness Center components and Wellness and systems Center. which comply with K-
OPTION 2
OPTION 1
Use existing B4 building with addition Re-engineered plus Pavilion WBA Design which meets the programmatic requirements of the URB/URS and
incorporates conventional OPTION building 2 components OPTION 3and systems which comply with K-Directives.
OPTION 3
Proposed renovation New and Design addition employs to the interlocking existing B4 building volumes to of house various Dining heights Cent to
security operations.
New construction with revised program OPTION and 2 compliance with adjacent A free-standing to Arroyo. two-story Pavilion, south of the Arroyo, house
Center, Fitness Center and Wellness Center.
SMP/URS and K-Directives Proposed renovation and addition to the existing B4 building to house Dining Center, Showcase and
ilding with addition plus Pavilion security operations. A free-standing two-story Pavilion, south of the Arroyo, houses the Conference
Center, Fitness Center OPTION and Wellness 3 Center.
New Design employs interlocking volumes of various heights to articulate massing
n plus Pavilion
adjacent to Arroyo.
OPTION 3
New Design employs interlocking volumes of various heights to articulate massing of two-story facili
adjacent to Arroyo.
10
OPTION 2
Use existing B4 building with addition plus Pavilion
OPT 3
New Construction
ZGFs new design combines swiss modernism with pueblo
architecture to establish a campus vernacular adjacent to the
Arroyo that takes full advantage of the beautiful views of the
Catalina Mountains just to the East of the site.
Center, Fitness Center and Wellness Center.
OPTION 3
New Design employs interlocking volumes of vario
adjacent to Arroyo.
OPTION 3
New construction with revised program and compliance with
SMP/URS and K-Directives
11
Global Principles Site Drivers Tucson Cultural Influences
ROCHE GLOBAL PRINCIPLES
SITE DRIVERS
TUCSON CULTURAL INFLUENCES
MODERN
The client has built modern,
spartan, and SPARTAN sophisticated
buildings all over the world.
G PALETTE
TERIOR FINISHES
SOPHISTICATED
DESERT COLORS
The clients global principles
needed to DESERT be amplified TEXTURES by the
local desert materials, textures,
DESERT MATERIALS
and colors.
REGIONAL VERNACULAR
The cultural influences of the
greater PUEBLO Tucson ARCHITECTURE area are the
final ingredient that creates a
HOHOKAM INFLUENCES
contextually vibrant building
that is also unique to the client.
TISSUE DIAGNOSTICS VENTANA MEDICAL SYSTEMS Campus Amenities Building 4 Project B4ET 09.08.2020
Building Materials Palette
Campus Amenities Building 4 Project B4ET
A neutral architectural palette provides the perfect base to be
accented and added to with pops of desert color on furniture,
upholstery, and interior finishes.
TISSUE DIAGNOSTICS VENTANA MEDICAL SYSTEMS 07.22.2021
12
13
APERTURES_A’ - BIG APERTURES_A STRUCTURAL GRIDS
APERTURES_A’’
14
A’’.
BEAM
HSS 8”x8” (JAMA to confirm)
COLUMN
8” diameter (JAMA to confirm)
B.
BEAM
HSS 6”x6”, HSS 6”x8”
COLUMN
6” diameter
UP
SMALLER Campus DETACHED Spine CANOPIES OVERLAPPING Canopy CANOPIES TRIANGLE CANOPIES
Canopy Studies The existing campus Canopy Studies spine canopy was Canopy demolished Studies as part of the construction of the
new B4ET Forum. To protect from the harsh Arizona sun as well as desert monsoons,
a new campus spine canopy needed to be built.
Fill in corners around the exterior of the
building
Looks nice in plan, but does it subtract from 3
volumes in 3D?
Not dissimilar to some of our earlier plinth
studies
Overlapping canopies keeps them physically
f B2 and B3, spine
This option seems overly complex separate and but not ties as them together visually.
effective
Also isn’t as massive of a scale as monolithic
canopy.
f spine
NEW B3 CANOPY
Plan
UNIFIED CANOPIES
Plan
UNIFIED SPINE CANOPY
Plan
Do we want canopies outside the conference
rooms? They make it easier to walk right
outside the conference room. It’s also not a
very direct path to the campus spine.
ies Building 4 Project B4ET 05.06.2019
ENTANA MEDICAL TISSUE SYSTEMS DIAGNOSTICS Campus Amenities VENTANA Building 4 MEDICAL Project B4ET TISSUE SYSTEMS 05.06.2019 DIAGNOSTICS Campus Amenities VENTANA Building 4 MEDICAL Project B4ET TISSUE SYSTEMS 05.06.2019 DIAGNOSTICS Campus Amenities VENTANA Building 4 MEDICAL Project B4ET SYSTEMS 05.06.2019 Campus Amenities Building 4 Project B4ET 05.06.2019
nd B3 are
CD1 CANOPY
Plan
EQUAL WIDTH CANOPIES
Plan
D SPINE
PERPENDICULAR CANOPIES
Plan
DIAGONAL CANOPIES
Plan
TISSUE DIAGNOSTICS VENTANA MEDICAL SYSTEMS TISSUE Campus DIAGNOSTICS Amenities Building 4 VENTANA Project B4ET MEDICAL 06.04.2019 SYSTEMS TISSUE Campus DIAGNOSTICS Amenities Building 4 VENTANA Project B4ET MEDICAL 06.04.2019 SYSTEMS Campus Amenities Building 4 Project B4ET 06.04.2019
1”=40’-0”
0´ 20´ 40´
1”=40’-0”
0´ 2
20’
WIDE
nities ENTANA Building 4 MEDICAL Project B4ET SYSTEMS 05.06.2019 Campus Amenities Building 4 Project B4ET 05.06.2019
20’
WIDE
30’
WIDE
15
Physical models
The campus spine canopy went through
numerous iterations over many months.
Physical models were used to quickly
explore different canopy configurations.
16
20’ CANOPY
Entry View
GREYSCALE
Columns at Edge
TISSUE DIAGNOSTICS VENTANA MEDICAL SYSTEMS Campus Amenities Building 4 Project B4ET 07.16.2019
Material explorations
Renders from various key building views
were used to experiment with structural
sizing and spacing, as well as materials for
the canopy.
RED STRUCTURE
Columns at Edge
TISSUE DIAGNOSTICS VENTANA MEDICAL SYSTEMS Campus Amenities Building 4 Project B4ET 05.06.2019
ANODIZED DECK
Columns Inset
TISSUE DIAGNOSTICS VENTANA MEDICAL SYSTEMS Campus Amenities Building 4 Project B4ET 05.06.2019
MATTE METAL
Columns Inset
TISSUE DIAGNOSTICS VENTANA MEDICAL SYSTEMS Campus Amenities Building 4 Project B4ET 05.06.2019
17
Site Plan
Level 1
18
0’ 2’ 4’ 8’ 16’
0’ 2’ 4’ 8’
V
V
V
V
V
O
O
V
V
O
V
O
V
O
7"
7"
O
O
O
S
V
S
S
V
S
O
S
S
S
S
O
O
O
O
S
V
S
S
V
S
O
O
6"
O
O
S S S S
V
S S S S
V
O
O
O
____________
6"
S S S S
V
V
O
O
O
O
O
S
S
S
O
V
V
S
S
S
O
O
S
V
S
V
S
O
O
O
6"
O
S
S
S
O
O
O
O
O
O
O
6"
O
O
O
O
V
____________
O
O
O
O
V
O
O
V
S
S
V
V
S
S
S
V
V
S
S
S
S
S
V
Floor Plan
Level 2
0’ 2’ 4’ 8’ 16’
ZIMMER GUNSUL FRASCA A
PORTLAND
SEATTLE
LOS ANGELES
WASHINGTON DC
EXISTING BUILDING B2
NEW YORK
VANCOUVER BC
19
7' - 10 7/8"
TO F.O. BLOCK
VIF
14'-0"
14'-0"
14'-0"
VIF
CJ
CJ
CJ
21
CJ
1
2 3 4 5
2
6
A6.10
A6.09
VIF 3 EQ (ECP-01) PANELS VIF
ALIGN
CJ
ALIGN
11' - 4 1/4"
EXAM 1
205
EXAM 2
206
PRACTITIONER
OFFICE
204
CONSULTATION
203
VIF
TO F.O. BLOCK
FLEX ROOM
202
CJ
CJ
BIO.ST
208
CIRCULATION
212
VIF
CONTINUOUS VENT
ALONG SOFFIT
PERIMETER AT WINDOW
11' - 4"
LAB
211
RECEPTION
210
WAITING
201
5
A6.08
TO F.O. BLOCK
CJ
2
A6.15
MED ROOM
207
RESTROOM
209
VIF VIF 14'-0" 14'-0" VIF
CJ
JAN. CL.
214
ALIGN
ELEC
215
MOTHER'S RM.
213
CJ
CJ
SH-01
CJ
SH-01
CJ
1'-11"
8' - 2 1/2"
ALIGN
VIF
CJ
TO F.O. BLOCK
EQ
5'-6"
EQ
EQ EQ
EQ
EQ
EQ EQ
CJ
CORRIDOR EQ 251
EQ EQ
EQ
EQ
EQ
EQ
EQ
EQ EQ
EQ EQ
7"
IT - IDF
217
BREAK ROOM
244
INS-05
MEDIUM
CONFERENCE
ROOM 1
243
INS-05
MEDIUM
CONFERENCE
ROOM 2
242
11' - 4 3/8"
INS-05
VIF
TO F.O. BLOCK
6
A4.03
WOMEN'S
LOCKER /
SHOWER /
RESTROOMS
10'-5"
ALIGN
GYPSUM
BOARD
9' - 7"AFF
EQ EQ
ELEV.NO. 1.
200A
ALIGN
4'-0"
16'-0"
EQ
4'-0"
6 1/8"
MEN'S LOCKER /
SHOWER /
RESTROOMS
EQ
EQ
EQ
EQ
EQ
15'-0"
15'-0"
15'-0"
6'-5"
TYP
EQ
SH-01
4
A9.21
EQ 6'-4" EQ
EQ EQ EQ EQ
VIF VIF VIF
CJ
CJ
CJ
CJ
EQ EQ
EQ1
10
DRP-01
DRP-01
3
A4.04
EQ1
6 5/8"
TYP
TYP
TYP
LARGE
CONFERENCE
ROOM 3
241
INS-05
CJ
EQ
EQ EQ
EQ EQ
7'-5"
EQ
EQ
EQ
DRP-01
EQ
EQ
EQ
EQ
EQ
EQ EQ
7'-5"
1'-6 1/4"
1
A4.32
SKYLIGHT
5'-0"
TYP
5'-0"
TYP
LARGE
CONFERENCE
ROOM 4
240
FITNESS
CORRIDOR 250
ACOUSTICAL INSULATION BOARD
SHOT INTO DECK BETWEEN
STEEL JOISTS (INS-05) WRAPPED
IN GYPSORB PERFORATED
GYPSUM BD (AWP-01)
DRP-01
ALIGN
SKYLIGHT
SKYLIGHT
ALIGN
CJ
2
A6.03
6 7
8
MECHANICAL
223
3'-3" 8'-0" 8'-0" 8'-0" 9'-3"
FEMALE TOILET
ROOM
221
MALE TOILET
ROOM
222
CEILING FAN,
TYP. EQ EQ EQ EQ
1
A9.23
EQ EQ EQ EQ EQ EQ
CJ
CJ
INS-05
EQ
8'-11"
EQ
7'-5"
7'-5"
7'-5"
EQ
5'-0"
TYP
EQ EQ EQ EQ
EQ EQ
EQ EQ
EQ EQ
10"
1'-4 1/2"
CJ
5'-0"
TYP
EQ
7'-5"
CJ
CJ
EQ
EQ EQ
VIF VIF VIF
3
A9.22
5
A9.22
ELEC
225
ELEV. NO.2.
200B
CATERING/PANTRY
228
SMALL
CONFERENCE
ROOM 1
226
INS-05
DRAPERY (DRP-01) DRP-01
ACT-02
10' - 0"AFF
SMALL
CONFERENCE
ROOM 2
227
INS-05
3
A9.22
VIF 14'-0" 14'-0" VIF VIF
11' - 4 3/8"
2
A6.13
TO F.O. BLOCK
10"
SIM
9'-3"
5'-11 1/2"
CJ
6'-0"
6'-0"
4'-11"
1'-0"
EQ EQ
4
A6.03
CJ
EQ
EQ
EQ
EQ
EQ 6'-0" EQ
FIXTURES CENTERED ON
CEILING PANELS TYP.
CJ
7
A9.21
10"
6"
EQ EQ
EQ
EQ EQ
2'-0"
3'-11 1/2"
EQEQ
CJ
EQ
5'-7"
EQ
EQ
ALIGN
ALIGN
11' - 1 1/2"
CONFERENCE
STORAGE
230
CORRIDOR 252
CJ
CJ
3
A9.22
CJ
CJ
TO F.O. BLOCK
CJ
EQ
EQ
8 5/8"
EQ
EQ
DRP-01
14'-0"
14'-0"
14'-0"
VIF
EQ
EQ
DRP-01
1'-0"
EQ
8'-0" 8'-0"
EQ
EQ
VIF
11' - 4"
EQ
TO F.O. BLOCK
CJ
ALIGN
6
A4.03
MEDIUM
CONFERENCE
ROOM 3
231
INS-05
MEDIUM
CONFERENCE
ROOM 4
232
CJ
INS-05
2
A6.14
ALIGN
CJ
9
ALIGN
VIF VIF VIF VIF
SH-01
8' - 2"
CJ
CJ
CJ
CJ
TO F.O. BLOCK
VIF
13'-2"
14'-11"
VIF
VIF
7' - 7 3/8"
RCP
Level 2
TO F.O. BLOCK
A
B
C
D
E
F
515 South Flower Str
Suite 3700
Los Angeles, CA 900
T 213 617 1901
www.zgf.com
Consultants
Civil Engineer:
Wood / Patel
2051 West Northern Av
Phoenix, AZ 85021
(602) 335-8500
Structural Engineer:
John A Martin & Associ
950 South Grand Avenu
4th Floor, Los Angeles,
(213) 483-6490
Mechanical, Electrical,
Plumbing Engineering,
Lighting Design, Audio
Visual Technology:
Affiliated Engineers Inc
4742 N. 24th Street, Su
Phoenix, AZ 85016
(602) 429-5800
Landscape Architect:
Trueform
2009 North 7th Street
Phoenix, AZ 85006
(480) 382-4244
Foodservice Consultan
NGAssociates
11135 San Pablo Aven
El Cerrito, CA 94530
(510) 255-9684
Notice of Extended Paymen
This contract allows the own
payment within 60 days afte
and approval of billings and
progress payments, within 6
certification and approval of
estimates for release of rete
within 60 days after certifica
approval of billings and estim
payment.
Revisions
1 PERMIT REV
10 ASI-017
19 ASI-027
21 ASI-030
Roche Tiss
Diagnostics
Ventana Me
Systems B4
1910 E Innovation Pa
Tucson, AZ 85755
1 RCP LEVEL 2
A9.02 1/8" = 1'-0"
VIF 14'-0" 13'-10" 13'-10" 14'-0" VIF
11' - 4 3/8"
11' - 3 3/4"
TO F.O. BLOCK
TO F.O. BLOCK
0’ 2’ 4’ 8’ 16’
1
Drawing Title
REFLECTED
CEILING PLA
LEVEL 2
GENERAL NOTES
REFLECTED CEILING PLAN LEGEND
KEY NOTES
1. ALL CEILING HEIGHTS ARE TO BE +9'-7" ABOVE FINISHED FLOOR
(A.F.F.), U.N.O.
2. ACOUSTIC CEILINGS ARE CENTERED IN ROOM (BOTH DIRECTIONS)
ABOUT MAIN WALLS AS INDICATED GRAPHICALLY, U.N.O. AVOID CUT
TILES LESS THAN 6". IN ADJACENT SPACES, ALIGN CEILINGS AS
GRAPHICALLY INDICATED.
3. MECHANICAL SYSTEM CHILLED BEAMS AND SUPPLY AND EXHAUST
REGISTERS ARE SHOWN FOR LOCATION ONLY IN CEILING. REFER TO
MECHANICAL AND ELECTRICAL DRAWINGS FOR OTHER REQUIRED
INDICATES START POINT
ACT-01, 2' x 2' ACOUSTIC CEILING
TILE
ACT-02, 2' x 2' WASHABLE ACOUSTICAL
CEILING TILE
WAP
EXIT SIGN, REFER TO ELEC DRAWINGS
FIRE SPRINKLER HEAD, LOCATED FOR
DESIGN INTENT (SEE GN 7)
WIRELESS ACCESS POINT DEVICE (OFOI)
RECESSED LED DOWN LIGHT FIXTURE
SUSPENDED 1' X 4' LED FIXTURE
SECURITY CAMERA
AV CAMERA
CHILLED BEAM
ACCESS PANELS
1 MOISTURE RESISTANT GYPSUM BOARD
2
3
KEY PLAN
19
Date:
07.20.2
Winter Solstice Spring Equinox Summer Solstice
10'-0" 10'-0"
7'-0" 7'-0"
10'-0" 10'-0"
7'-0" 7'-0"
10'-0"
7'-0"
5'-3" 5'-3"
5'-3" 5'-3"
5'-3"
8'-6" 8'-6"
8'-6" 8'-6"
8'-6" 8'-6"
8'-6" 8'-6"
8'-6"
8'-6"
1'-6"
1'-6"
1'-6"
1'-6"
1'-6"
5'-0" 5'-0"
6'-6" 6'-6"
5'-0" 5'-0"
6'-6" 6'-6"
5'-0"
6'-6"
4'-2" 4'-2"
4'-2" 4'-2"
4'-2"
8'-6" 8'-6"
8'-6" 8'-6"
8'-6" 8'-6"
8'-6" 8'-6"
8'-6"
8'-6"
34° 34°
58° 58°
79°
1'-6"
1'-6"
1'-6" 1'-6"
1'-6"
1'-6"
1'-6" 1'-6"
1'-6"
1'-6"
38
38
Radiation Studies
ROCHE | TISSUE DIAGNOSTICS VENTANA MEDICAL SYSTEMS Campus Amenities Building 4 Project B4ET
Radiatio
These Radiatio studie
per square m
These studie
on the glazin
per square m
The B4 build
on the glazin
of glazing in
The B4 build
meaning the
of glazing in
is working w
meaning the
essential to
is working w
a minimum.
essential to
a minimum.
These studies show the kWh per square meter exposure on the glazing. The building has no areas of glazing
ROCHE in the | TISSUE yellow DIAGNOSTICS values, VENTANA MEDICAL meaning SYSTEMS Campus the Amenities self Building shading 4 Project B4ET is working well. This is essential for keeping heat gains at a
ROCHE
minimum.
| TISSUE DIAGNOSTICS VENTANA MEDICAL SYSTEMS Campus Amenities Building 4 Project B4ET
20
Building Systems
8
1
LARGE
CONFERENCE
2
4 4
BREAK
ROOM
5
FITNESS
6
EXERCISE
ROOM
1
LARGE
CONFERENCE
DINING HALL
SERVERY
7
3
1
2
3
4
5
6
7
8
Chilled beams cool most gathering spaces in the building
Side wall diffusers provide cooled air for the dining hall as well
as level 2 prefunction spaces
Radiant floor slab in the dining hall provides coolth as close as
possible to the user through the concrete floor
(6) 2’ diameter nozzle fans help blow cool air from the side wall
diffusers down into the occupied space below
Energy recovery ducts take hot air to the rooftop DOAS unit to
be reconditioned
Rooftop DOAS unit to filter and condition the air
Exhaust ducts allow hot air to escape to the exterior of the
building
Building form self shades glazing from harsh Arizona sun
21
BAND OF PATTERN
Overall
GEOMETRIC TILE
TISSUE DIAGNOSTICS VENTANA MEDICAL SYSTEMS Campus Amenities Building 4 Project B4ET 09.24.2019 TISSUE DIAGNOSTICS VENTANA MEDICAL SYSTEMS Campus Amenities Building 4 Project B4ET 09.24.2019
Overall
TISSUE DIAGNOSTICS VENTANA MEDICAL SYSTEMS Campus Amenities Building 4 Project B4ET 09.24.2019
TISSUE DIAGNOSTICS VENTANA MEDICAL SYSTEMS Campus Amenities Building 4 Project B4ET 09.24.2019
22
@
NG
PLE
ELEVATION
PLAN
1 1/4"
TYP
2" O.C.
TYP
PLAN AND ELEVATION DETAIL OF WOOD SLATS
2'-10"
2 SECTION AT CAFE COUNTER
A8.22 1 1/2" = 1'-0"
3 SECTION AT LOW CAFE COUNTER
A8.22 1 1/2" = 1'-0"
3'-2"
REFER TO INTERIOR ELEVATIONS
6" 2 1/2"
4"
SOFFIT 18X26 STEEL L BRACKET
WOOD BASE RAIL BELOW T-05 TILE
3"
3"
4"
9' - 7"
CEMENT BOARD
BACKING FOR T-05 TILE
1 X 3 SOLID
MAPLE WOOD
CONTINUOUS 5" X 5", 16 GA
BENT PLATE FOR BASE RAIL
SUPPORT
4"
BLACK MESH SCREEN
SLAT BACKING
COLUMN BEYOND
3'-0"
diffusers, sensors, and other ceiling devices. The ZIMMER GUNSUL FRASCA point
ARCHITECTS LLP
CHECK OUT COMPUTER, SEE
FOOD DRAWINGS
PORTLAND
of sale casework at the servery entrance is rounded
SF-01 SOLID SURFACE COUNTERTOP
WOOD BLOCKING
T-05 TILE
LEVEL 1 (2819' - 4")
0"
SF-01 SOLID SURFACE COUNTERTOP
WOOD BLOCKING
18X26 STEEL L BRACKET
CEMENT BOARD
BACKING FOR T-05 TILE
LEVEL 1 (2819' - 4")
0"
1 X 3 SOLID MAPLE
Servery
2 3/4"
WOOD @ WOOD
BASE RAIL
Troughs in the gyp ceiling hold lights, sprinklers,
SEATTLE
SOFFIT
LOS ANGELES
SF-01 SOLID SURFACE COUNTERTOP
WASHINGTON DC
6"
WOOD BLOCKING
NEW
9'
YORK
- 7"
VANCOUVER BC
to avoid any accidental bumps during busy lunch
hours, as well as provide some visual softness. After
515 South Flower Street
Suite 3700
Los Angeles, CA 90071
T 213 617 1901
CEMENT BOARD
www.zgf.com
extensive tiling options were explored (opposite
Consultants
page)
BACKING FOR T-05 TILE
5 SECTION DETAIL OF WOOD SLATS AT AV ROOM
Civil Engineer:
A9.23 3" = 1'-0"
Wood / Patel
white and red handmade 20" COLUMN Talavera tile was chosen for
T-05 TILE
the casework and back walls respectively.
1/4-20 THREADED ROD WITH
NUT TO STRUCTURE BY
OTHERS
FIXTURE SUSPENSION AND
JOINING BRACKET
LIGHT FIXTURE BY OTHERS,
SEE ELECTRICAL
3 3/4"
4 7/8"
NOTE: SIMILAR DETAIL FOR MECHANICAL DIFFUSER AND SPRINKLER HEAD, REFER TO SPEC.
T-05 TILE
PLACE OCCUPANCY SENSORS IN LIGHTING TROUGH, TYP.
6 SECTION DETAIL AT SERVERY LIGHT TROUGH
A9.23
2'-10"
2"
2'-10"
3" = 1'-0"
4"
3" 3"
1 SECTION AT CHECK OUT COUNTER
A8.22 1 1/2" = 1'-0"
4 SECTION AT SERVERY COUNTER
A8.22 1 1/2" = 1'-0"
4"
7 1/4"
1"
4"
LEVEL 1 (2819' - 4")
0"
6 1/2"
SF-01 SOLID SURFACE COUNTERTOP
WOOD BLOCKING
STEEL L BRACKET AS REQUIRED WHERE
EQUIPMENT DOES NOT PROVIDE
COUNTERTOP SUPPORT
CEMENT BOARD
BACKING FOR T-05 TILE
LEVEL 1 (2819' - 4")
0"
2051 West Northern Ave, Suite 100
Phoenix, AZ 85021
(602) 335-8500
Structural Engineer:
John A Martin & Associates
950 South Grand Avenue
4th Floor, Los Angeles, CA 90015
(213) 483-6490
Mechanical, Electrical,
Plumbing Engineering,
Lighting Design, Audio /
Visual Technology:
4
A9.21
Affiliated Engineers Inc.
4742 N. 24th Street, Suite 100
Phoenix, AZ 85016
(602) 429-5800
Landscape Architect:
Trueform
2009 North 7th Street
Phoenix, AZ 85006
(480) 382-4244
Foodservice Consultant:
NGAssociates
11135 San Pablo Avenue, Suite 1782
El Cerrito, CA 94530
(510) 255-9684
GYP BOARD CEILING,
PT-01
Notice of Extended Payment Provision
This contract allows the owner to make
payment within 60 days after certification
and approval of billings and estimates for
progress payments, within 60 days after
certification and approval of billings and
estimates for release of retention and
within 60 days after certification and
approval of billings and estimates for final
payment.
Revisions
AL
AN
BA
1 X
MA
CO
BE
SU
1 X
W
BA
3 S
A9.23 3
T-05 TILE
WOOD BLOCKING
R 1' - 6"
CEMENT BOARD BACKING
FOR T-04 TILE
6 Detail 8
A8.22 1 1/2" = 1'-0"
0"
R 1' - 1 1/2"
C L
PLYWOOD BACKING
C
Roche Tissue
Diagnostics
Ventana Medical
Systems B4ET
5 PLAN DETAIL AT ROUNDED SERVERY COUNTER
A8.22 1 1/2" = 1'-0"
1910 E Innovation Park Dr,
Tucson, AZ 85755
3'-0"
COLUMN BEYOND
Drawing Title
INTERIOR DETAILS
- CASEWORK
CHECK OUT COMPUTER, SEE
FOOD DRAWINGS
ZIMMER GUNSUL FRASCA ARCHITECTS LLP
PORTLAND
3'-2"
SF-01 SOLID SURFACE COUNTERTOP
WOOD BLOCKING
SF-01 SOLID SURFACE COUNTERTOP
WOOD BLOCKING
SEATTLE
LOS ANGELES
WASHINGTON DC
NEW YORK
VANCOUVER BC
2'-10"
2 SECTION AT CAFE COUNTER
A8.22 1 1/2" = 1'-0"
3"
4"
18X26 STEEL L BRACKET
CEMENT BOARD
BACKING FOR T-05 TILE
T-05 TILE
LEVEL 1 (2819' - 4")
0"
2'-10"
4"
20" COLUMN
3" 3"
1 SECTION AT CHECK OUT COUNTER
A8.22 1 1/2" = 1'-0"
4"
CEMENT BOARD
BACKING FOR T-05 TILE
T-05 TILE
LEVEL 1 (2819' - 4")
0"
515 South Flower Street
Suite 3700
Los Angeles, CA 90071
T 213 617 1901
www.zgf.com
Consultants
Civil Engineer:
Wood / Patel Date:
07.20.2020
2051 West Northern Ave, Suite 100
Phoenix, AZ 85021 Job No: 24622.04
(602) 335-8500
Drawn By: JP, DC
Structural Engineer:
Checked By: MP
John A Martin & Associates
950 South Grand Avenue
4th Floor, Los Angeles, CA 90015
Drawing No.
(213) 483-6490
Mechanical, Electrical,
Plumbing Engineering,
Lighting Design, Audio /
Visual Technology:
Affiliated Engineers Inc.
4742 N. 24th Street, Suite 100
Phoenix, AZ 85016
(602) 429-5800
Landscape Architect:
Trueform
2009 North 7th Street
Phoenix, AZ 85006
(480) 382-4244
A8.22
FOR CONSTRUCTION
SF-01 SOLID SURFACE COUNTERTOP
WOOD BLOCKING
18X26 STEEL L BRACKET
CEMENT BOARD
BACKING FOR T-05 TILE
2'-10"
2"
7 1/4"
1"
SF-01 SOLID SURFACE COUNTERTOP
WOOD BLOCKING
STEEL L BRACKET AS REQUIRED WHERE
EQUIPMENT DOES NOT PROVIDE
COUNTERTOP SUPPORT
CEMENT BOARD
BACKING FOR T-05 TILE
Foodservice Consultant:
NGAssociates
11135 San Pablo Avenue, Suite 1782
El Cerrito, CA 94530
(510) 255-9684
Notice of Extended Payment Provision
This contract allows the owner to make
payment within 60 days after certification
and approval of billings and estimates for
progress payments, within 60 days after
23
ZIMMER GUNSUL FRASCA ARCHITECTS LLP
R
EL
OST FIXED TO
TH BOLTED
N. PTD (PT-51), TYP.
LACE
STRIPS
SLOP AT TO OF
-1/2" DRAIL MIN FROM
AT TOP RISER
E BEAM)
EL THTUBE HR,
T-51)
TO NOSE
D
E TOPPING
AR TO SUPPORT
D APPLIED (PT-51)
OOFING
EL FLAT BAR,
T-51)
AL
E (PER
E BEAM
CT)
1
24
AXONOMETRIC SECTION ELEVATION
1
A5.14
LINE OF EXPANSION JOINT (EJ-03)
AT EXISTING B2 (SHOWN FOR
REFERENCE ONLY)
STRUCTURAL CONCRETE
(PER STRUCT)
5 INTERMEDIATE HR STANCHION BASE PLATE DETAIL
A5.10 6" = 1'-0"
GYPSUM BOARD CEILING
(PER RCP)
1
1" 1 1/2"
6 HANDRAIL DETAILS
A5.10 6" = 1'-0"
6 5/8"
EQ EQ
EQ
3"
8 SECTION DETAIL @ STAIR HOT FLUID 1 MID APPLIED LANDING
A5.10 1 1/2" = 1'-0"
WATERPROOFING (WP-03)
2"
1/2"
1/2"
MIN POST TO EDGE OF CONC. STAIR
EQ
5 1/4"
3" FINISHED
CONC.TOPPING
2"
MIN STRIP WIDTH
1"
ELECTRICAL ROUTING FOR HANDRAIL
LIGHTS, GC TO COORDINATE
5/8"
1 1/2" D STEEL TUBE HR,
PAINTED (PT-51)
1/2" STEEL BAR TO SUPPORT
HR, PAINTED (PT-51)
2" X 5/8" STEEL FLAT BAR,
PAINTED (PT-51)
EDGE OF NEW
CONC. STAIR
1 1/2" DIA. STEEL
HANDRAIL ABOVE,
PTD (PT-51)
2"X5/8" FLAT BAR
STEEL STANCHION
PTD (PT-51)
CENTER RAILING
POST ON TREADS,
TYP.
CIP RAILING POST RAILING STANCHION
EMBED, CONCEALED FIXED TO TREAD. PTD
(PT-51), TYP.
COUNTERSINK
ANCHORS
1 1/2" DIAMETER
METAL HANDRAIL
1
LINE OF 6" CONCRETE CURB
BEHIND MASONRY BLOCK (BL-01)
CAST IN PLACE
WARNING STRIPS
6 5/8"
5/8" X 3" FLAT STEEL BAR
AT TOP RAIL, PAINTED
(PT-50)
CONTINUOUS STEEL
ANGLE TO SUPPORT
WOOD PANELING
EQ EQ
EQ
1" WOOD INFILL PANEL
(WDV-01)
5/8" X 3" VERTICAL STEEL
STANSION BEYOND
HOT FLUID APPLIED
WATERPROOFING 5 1/4" (WP-03)
5/8 X 3" STEEL BASE PLATE
MIN POST TO EDGE OF CONC. STAIR
EXPANSION BOLT 3" FINISHED
CONC.TOPPING
CARPET IN HALLWAY
(CPT-01)
3"
2"
MIN STRIP WIDTH
2"
3"
5 1/4"
MIN POST TO EDGE OF CONC. STAIR
5 INTERMEDIATE HR STANCHION BASE PLATE DETAIL
A5.10 6" = 1'-0"
6 5/8"
EQ EQ
EQ
EQ
EQ
1"
WARNING STRIP EDGE TO STAIR NOSE
3"
5/8" 1/4" 3'-4" 1/2" 5/8"
9"
1 1/2" DIA. STEEL
HANDRAIL ABOVE,
PTD (PT-51)
1 1/2" DIAMETER
METAL HANDRAIL
LEVEL 2 (2834' - 4")
15' - 0"
2" X 5/8" 1 1/2" FLAT DIA. BAR STEEL
STEEL STANCHION, STANCHION. PTD (PT-51)
PTD (PT-51)
CENTER RAILING
POST ON TREADS,
CAST TYP. IN PLACE
WARNING STRIPS
3" FINISHED CONC.
TOPPING
CIP RAILING POST
EMBED, CONCEALED
HOT FLUID APPLIED
WATERPROOFING
ROUTE CONDUIT FOR HR
(WP-03) LIGHT AT END HR
STRUCTURAL
STANCHIONS (REF TO ELEC
CONC.
FOR
PER
MORE INFO)
STRUCTURE COUNTERSINK
ANCHORS
LINE OF EXPANSION JOINT (EJ-03)
AT EXISTING B2 (SHOWN FOR
REFERENCE ONLY). TAPPER CUT
FLUSH WITH GRADE AT END
CONCRETE
1 END HR STANCHION BASE PLATE DETAIL @ FIRST AND LAST STANCHION
A5.10 26" = 1'-0" SECTION AT LEVEL 2 RAILING
A8.25 3" = 1'-0"
1
1
EDGE OF NEW
CONC. STAIR
1 1/2" DIA. STEEL
HANDRAIL ABOVE,
PTD (PT-51)
2"X5/8" FLAT BAR
STEEL STANCHION
PTD (PT-51)
CENTER RAILING
POST ON TREADS,
TYP.
CIP RAILING POST
EMBED, CONCEALED
COUNTERSINK
ANCHORS
EDGE OF NEW
CONC. STAIR
6 5/8"
3'-0 5/8"
3 1/2"
EQ EQ
5/8" X 3" STEEL PLATE
COUNTER SUPPORT TYP
EVERY 3' STARTING AT
STANCHIONS
5/8" X 3" STEEL FLAT BAR
SPANNING CONTINUOUS
BETWEEN VERTICAL
STANCHIONS
1" WOOD INFILL PANEL
(WDV-01)
ZIMMER GUNSUL FRASCA ARCHITECTS LLP
5/8" X 3" VERTICAL PAINTED
STEEL STANCHION BEYOND
(PT-50)
PORTLAND
SEATTLE 5/8" X 3" PAINTED STEEL
LOS ANGELES FLAT BAR BASE (PT-50)
WASHINGTON DC
NEW YORK EXPANSION BOLT
VANCOUVER BC
CARPET
1"
TYP
Civil Engineer:
EQ
11"
TYP
MIN 5/8" POST X 3" FLAT TO EDGE BAR STEEL OF CONC. STAIR
RAIL PAINTED (PT-50)
3/4"
5 1/4"
1'-3"
3"
CONTINUOUS STEEL
ANGLE TO SUPPORT
WOOD EQ PANELING 1/8"
3"
9"
5/8"
3" 7 1/2"
Affiliated Engineers Inc.
4742 N. 24th Street, Suite 100
Phoenix, AZ 85016 1 SECTION AT LEVEL 2 RAILING WITH COUNTER
(602) 429-5800 A8.25 3" = 1'-0"
Trueform
2009 North 7th Street
Phoenix, AZ 85006
3 SECTION DETAIL (480) @ STAIR 382-42441 BOTTOM LANDING
A5.10 1 1/2" = 1'-0"
Foodservice Consultant:
6 7/8"
3/4"
TYP
1'-11"
EDGE OF NEW
CONC. STAIR
1 1/2" DIA. STEEL
HANDRAIL ABOVE,
PTD (PT-51)
1 1/2" DIA. STEEL
STANCHION, PTD (PT-51)
CENTER RAILING
POST ON TREADS,
TYP.
CIP RAILING POST
EMBED, CONCEALED
ROUTE CONDUIT FOR HR
LIGHT AT END HR
STANCHIONS (REF TO ELEC
FOR MORE INFO)
COUNTERSINK
ANCHORS
1 END HR STANCHION BASE PLATE DETAIL @ FIRST AND LAST STANCHION
A5.10 6" = 1'-0"
515 South Flower Street
Suite 3700
Los Angeles, CA 90071
T 213 617 1901
www.zgf.com
Consultants
Wood / Patel
2051 West Northern Ave, Suite 100
Phoenix, AZ 85021
(602) 335-8500
Structural Engineer:
John A Martin & Associates
950 South Grand Avenue
4th Floor, Los Angeles, CA 90015
(213) 483-6490
Mechanical, Electrical,
Plumbing Engineering,
Lighting Design, Audio /
Visual Technology:
Landscape Architect:
NGAssociates
11135 San Pablo Avenue, Suite 1782
El Cerrito, CA 94530
(510) 255-9684
3'-6"
1
LEVEL 2 (2834' - 4")
15' - 0"
PORTLAND
SEATTLE
LOS ANGELES
WASHINGTON DC
NEW YORK
VANCOUVER BC
515 South Flower Street
Suite 3700
ZIMMER GUNSUL FRASCA ARCHITECTS Los LLP Angeles, CA 90071
T 213 617 1901
www.zgf.com
PORTLAND
SEATTLE
LOS ANGELES
WASHINGTON DC
NEW YORK
VANCOUVER BC
515 South Flower Street
Suite 3700
Los Angeles, CA 90071
T 213 617 1901
www.zgf.com
Consultants
Consultants
Civil Engineer:
Wood / Patel
2051 West Northern Ave, Suite 100
Phoenix, AZ 85021
(602) 335-8500
Structural Engineer:
John A Martin & Associates
950 South Grand Avenue
4th Floor, Los Angeles, CA 90015
(213) 483-6490
Civil Engineer:
Mechanical, Electrical,
Wood / Patel
Plumbing Engineering,
2051 West Northern Ave, Suite Lighting 100 Design, Audio /
Phoenix, AZ 85021 Visual Technology:
(602) 335-8500
Affiliated Engineers Inc.
Structural Engineer:
4742 N. 24th Street, Suite 100
Phoenix, AZ 85016
John A Martin & Associates (602) 429-5800
950 South Grand Avenue
4th Floor, Los Angeles, CA 90015 Landscape Architect:
(213) 483-6490
Trueform
Mechanical, Electrical,
2009 North 7th Street
Plumbing Engineering,
Phoenix, AZ 85006
Lighting Design, Audio /
(480) 382-4244
Visual Technology:
Foodservice Consultant:
Affiliated Engineers Inc.
4742 N. 24th Street, Suite 100 NGAssociates
Phoenix, AZ 85016 11135 San Pablo Avenue, Suite 1782
(602) 429-5800
El Cerrito, CA 94530
(510) 255-9684
Landscape Architect:
Trueform
2009 North 7th Street
Phoenix, AZ 85006
(480) 382-4244
Notice of Extended Payment Provision
Foodservice Consultant:
This contract allows the owner to make
NGAssociates
payment within 60 days after certification
11135 San Pablo Avenue, Suite and approval 1782 of billings and estimates for
El Cerrito, CA 94530 progress payments, within 60 days after
(510) 255-9684
certification and approval of billings and
estimates for release of retention and
within 60 days after certification and
approval of billings and estimates for final
payment.
Revisions
Notice of Extended Payment Provision
1 PERMIT REV 07.24.20
This contract allows the owner to make
payment within 60 days after certification
and approval of billings and estimates for
progress payments, within 60 days after
certification and approval of billings and
estimates for release of retention and
within 60 days after certification and
approval of billings and estimates for final
payment.
Revisions
1 PERMIT 1 REV 07.24.20
Roche Tissue
Diagnostics
Ventana Medical
Systems B4ET
1910 E Innovation Park Dr,
Cafe Grab & Go
Dining Hall
25
26
27
28
29
2
ZGF OFFICE
Architectural Office - Los Angeles CA
January 2017 - August 2017
While working at ZGF during my 4th year in college as part of
a co-op, I took the TI renovation of ZGFs office from design
conception and programming all the way through construction
documents and construction administration, returning to finish
my 5th year of school a few months before the project was
complete. The previous design for their 37th floor office in
Downtown LA had been completed in the 90s and was in need
of some modernization. ZGF wanted to find a perfect balance
between a bustling and lively architectural studio you might find
at the top architecture schools in the country, and a modern
and sophisticated corporate office setting. I was fortunate to
be able to take this project through all phases of design, from
programming meetings with ZGF partners, to conceptualizing
the design concept, developing of doors details, bathroom
details, ceiling details, and various other details, and finally to
implementation and execution in construction administration.
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RCP
ZGF Office - before 2017
F.E.C.
F.E.C.
F.E.C.
F.E.C.
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Public Circulation
RCP
ZGF Office - after 2017
Employee Circulation
EL 37 - REFLECTED CEILING PLAN P
1'-0"
Floor Plan
ZGF Office - after 2017
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3
AIA LA 2X8
Exhibit design and construction - Los Angeles CA
January 2019 - May 2019
Each year, the AIA holds 2x8, a design showcase that originally
provided the opportunity for 2 projects from 8 architecture
schools across California to win some scholarship money from
various sponsors. In addition to this, a design competition is
opened to the public where designs for the exhibit itself are
submitted and a winner is chosen to be built for the final show.
Our team of Jonathan Sharp, Christopher Locke, Matthew
Young, Marisa Keckeisen, and myself designed and built an
exhibit that was a forward-thinking take on the traditional gallery
setting. Our design was a winding art gallery around clustered
nodes of engagement. It elegantly performed it’s function
as an art gallery, but one night could host a VR watch party,
while the next night it may accommodate the next Culver City
Neighborhood Council Meeting. When all was said and done,
the cardboard tubes found new homes at local schools and in
artists studios.
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Site Photos
Original Exhibit Space
The original exhibit space in the design competition brief was a
leftover hallway space in the Helms Bakery warehouse complex
in Culver City.
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B10
B09
B13
B02
B01
B30
B32
B31B29
6’ - 4”
Gallery Walls
B27
B28
B26
B25
B24
B23
B22
B21
B20
B18
B19 B17
Clearance has to be
provided for door
swings and ramps
7’ - 9”
B16
B15
B14
A busy central
space gives
opportunity for
chance encounters
Virtual Reality
B12
B11
B08
Double sided
gallery walls allow
for a range of
circulation options
in a very narrow
space
Engagement
Clusters
5’ - 0”
B07
B06
B05
5’ - 4”
B04
B03
6’ - 0”
Sponsor Wall
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Site photos
Exhibit Space Studio B
After we won the design competition and began work on
implementation, the original location fell through. We had to quickly adapt
our design for a long corridor gallery to a much larger, square shaped
gallery.
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Virtual Reality
Gallery Walls
UP
Engagement Clusters
Sponsor Wall
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4
A New American Suburb aims to increase the density and
usage types in suburbs, while decreasing their reliance on
cars in a theoretical American suburb called “Gleamy Valley”.
The codes in this suburb are changed to make side yards
into lots that mixed use buildings can then be built on. The
existing homes are also modified, some are split into two
apartments, some are adapted to support an industrial kitchen
for a restaurant, and some make room for offices to run a
small business. All these changes make sprawled, single use,
car reliant suburbs into places that can support and enliven
the lives of the shifting American demographic. Suburbs are
everywhere in America, and can be modified to become much
more environmentally responsible and comfortable places to
live. This design thesis is also accompanied by a book, which
can be read online.
a new american suburb
Architecture Thesis
September 2017 - May 2018
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The American Suburb
The current situation
Suburban lots
30’
42’
10’
15’
Gleamy Valley, anywhere USA. This fabricated site is
intentionally ambiguous, the principles and ideas laid out in this
thesis could theoretically be implemented in any suburb across
the country.
A typical suburban lot. One just like this
could be easily found in each of the 50
US states.
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Suburban streets
Suburban circulation
30’
6’
12’
34’
135’
12’ 6’
35’
A typical suburban street that allows for
traffic in both directions with parking on
either side.
Stay off the grass!
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A New American Suburb
housing people, not cars
New suburban lots
42’
8’
Gleamy Valley with mixed use construction on side lots, the
forgotten alleys of suburbia, put to good use.
The new suburban lot protects the holy
grail of suburbia, the backyard, but trims
down the front yard, and eliminates the
often forgotten side yard.
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New suburban streets
New suburban circulation
12’
68’
135’
6’ 25’ 6’ 8’
10’
The new suburban street is narrower, naturally slowing
down passing traffic. It has also moved closer to one
row of houses, freeing up valuable land for park space,
underground public transit, or future development.
These vast new interconnected public spaces create
a much more walkable and accessible suburbia.
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The American Suburb
The current situation
A typical suburban home with a family room and a living room, 4 bedrooms, and 2 and
a half bathrooms, somewhere around 2,000 SF not counting the basement.
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A New American Suburb
housing people, not cars
In Gleamy valley, the Burbanks have split their home into 2 apartments. They will
live on level 1 with their only child, all they had to do was add another bathroom and
bedroom. The new upstairs apartment they can rent out for supplemental income,
they just had to convert what was the master suite into a kitchen/living/dining room.
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0’ 2’ 4’ 8’ 16’
Site Plan
Level 1
0’ 2’ 4’ 8’ 16’
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Floor Plan
Level 3
Floor Plan
Level 2
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The American Suburb
The current situation
A New American Suburb
housing people, not cars
steel framing
connection
roof insulation
plywood sheathing
ceiling truss
batt insulation
plywood sheathing
2x6 exposed stud
1x4 rain screen
TG wood floor
2x10 header joist
2x4 balloon framing
conc. footing
2x6 exposed stud
rigid insulation
6” conc. slab
conc. footing
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View from the West showing the entry to a new mixed use side yard development
View from the South, a reduced footprint on the first level allows for covered public circulation
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View from the North, windows are left unprotected to allow the most natural light into interior spaces
The current situation
View from the East, the new side yard development increases density without being over bearing
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