GSPS_22 Portfolio

Gabriela S. Perez Design Samples '10-'16

index

Gabriela S. Perez Santos, Assoc. AIA, LEED GREEN ASSOCIATE

M.ARCH & M.S.C.E. in Construction Management University of Illinois at Urbana Champaign 10 West Elm Street. Apt. 1405 Chicago, IL 60610 gabrielaperezarch@gmail.com

UVA:

UNIVERSITY OF VIRGINIA EXPANSION HOSPITAL

EIC:

ENERGY INNOVATION center ARGONNE NATIONAL LABS

seeplane:

Seaplane terminal dawntown miami competition

Burial Chapel: Philo. il EARL prize nominee

tower garden: Stuttgart midrise-mixed use Earl prize nominee spring 2013

native cycle: native American culture center Earl prize nominee fall 2013

LIV-IN-CURVES

UW:

University of Washington feasibility study

The University of Washington’s Health Sciences Building was undergoing a Feasibility Study to be able to identify the highest and best use of the available sqft of its the existing buildings. The design team sought to understand the ever-changing existing condition of the health sciences building’s curriculum while also keeping in mind the existing building’s footprint and MEP offerings. My approach for this task was to create a high level of understanding of the building footprint by creating an active portal which inventoried existing spaces withing T-wing – the primary building offering educational services for the health sciences – while also offering room for play for the existing occupations. PowerBi and its dynamic interphase proved to be the best tool to provide a creative atmosphere to collaborate with the client and communicate internally with the team in real time. Program visualization graphics proved beneficial in this project by helping the design team go from quantifiable data to an axonometric representation of that data and ending with a suggestive section demonstrating what those program allocations could mean at an architectural conceptual stage.

INTERACTIVE PROGRAM BREAKDOWN

PROGRAM BRE IN SF NUMERI

Total Proposed NSF

Total SF achieved within existing floorplans

Program NSF Achieved by Level LEVEL 07 Program NSF by Level of Renovation LEVEL 06

Program NSF by Project Phase Program Summary:

What is IN, What is OUT, What is Displaced

Program Distribution by Space Group 100 = Classroom Facilities 200 = Laboratory Facilities 300 = Office Facilties 400 = Study Facilities 500 = Special Use Facilities 600 = General Use Facilities 700 = Building Support Facilities

LEVEL 05

LEVEL 04

PROGRAM BREAKDOWN - SPACE LIST REPORT

LEVEL 03

LEVEL 02

EAKDOWN BY LEVEL IC AND AXONOMETRIC VIEW

PROGRAM BREAKDOWN IN SECTION BY LEVEL

LEVEL 06

LEVEL 05

LEVEL 04

LEVEL 03

LEVEL 02

LAw:

Benchmarking StuDy

The American Bar Association issues data recording the distribution of spaces for key Law Schools across the United States. Our Team gained access to these records and leveraged this information to be able to create a database of Law Schools across the country. With this information, Our team could review our clients’ existing space allocations and compare it with that of their identified peer institutions and other similarly ranked universities. My involvement with this project was that of using that existing database to create an interactive portal for project teams and client alike. This portal would sort the space data by ABA categories and by geological location. It would seamlessly first allow the user to understand the location, distribution, raking and distinct nature of the institution being originally analyzed and then be able to compare it with like institutions.

BENCHMARKING LANDING PAGE Law School Inventory

Location

Total NSF

% of Distr

Select Law School to be Benchmarked

Indicates school is

Varies by Law school being visualized

Indicates spaces by Associatio Faculty, In Library, O and Admi

Ranking and FTE

Varies by Law school being visualized

NSF/FTE

SF Values

Varies by Law school being visualized

Indicates Instructio Other, Stu Admin Sp

FTE by Year FTE numbers vary by year

BENCHMARKING - TOP 10 LAW SCHOOLS LANDING Location

Indicates TOP 10 sc

Total Average NSF

Averages the total NSF for the Top 10 Law School

Average NSF/FTE

Averages the total NSF/FTE for the Top 10 Law School

% of Distr

Indicates spaces by Associatio Faculty, In Library, O and Admi

Map

the state where the located

ribution of Space

the distribution of y American Board on space categories; nstructional Spaces, Other, Students, Clinics in Spaces

AMERICAN BAR ASSOCIATION SPACE DISTRIBUTION LANDING PAGES Distribution of Spaces by ABA Category Indicates how the overall SF of each university contributes to the overall Total SF values for each American Bar Association space distribution category.

Universities Being Benchmarked

Library - Library Stacks, Study Spaces Instruction - Classrooms, Learning Environments Student - Student organizations, Shared Spaces Faculty - Office Spaces, Faculty Lounges Administration - Office Spaces Other - Auditoriums, Event Spaces Administration - Office Environments Clinic - Law Clinic Spaces

s per ABA Category

the SF for Faculty, onal Spaces, Library, udents, Clinics and paces

UNIVERSITY OF UTAH

UNIVERSITY OF MIAMI

Map

the state where the chools are located

ribution of Space

the distribution of y American Board on space categories; nstructional Spaces, Other, Students, Clinics in Spaces

GEORGIA STATE UNIVERSITY

AMERICAN UNIVERSITY

UVA :

UNIVERSITY OF VIRGINIA EXPANSION HOSPITAL

The UVA University Hospital Expansion includes a 430,000sf, 10 story addition to locate a new emergency department, expanded surgical platform, 84 universally designed intensive care units, and a rooftop helipad. Planning for the University Hospital Expansion is driven by a regular structural grid overlaid on a challenging triangular site. The tower is sculpted to optimize daylight to new patient rooms while preserving views from the existing hospital. The cantilevered tower achieves the maximum bed count with zero structural transfers. The ED and OR levels have an efficient interface with the existing hospital, and are shaped to create a clearly designated entry drop off. Its mechanical, electrical, plumbing and structural designs have been intended with both sustainability and resiliency in mind. The building is pursuing LEED Silver certification. The project design was a collaboration between our Washington, DC, Atlanta, and Chicago offices. I came on board when the project was just starting DD and became a key part of the project team through CDs and the permitting process. The project has since started construction and will be completed on May 2019. Effective communication and timely decision making was key throughout the construction document process. Consultant coordination ranged from curtain wall design assists, fire protection engineers, structural, MEP, medical equipment and surveying the existing conditions.

UVA Program Stacking InPatient Bed Towers Mechanical & Support Spaces Outpatient, Imaging and ORs

Site Boundary and Extending Existing Grid

Extending Existing Corridors and Creating Lobby

Lay-out Operating Rooms and Sterile Cores

Modular 32 Bed Units and Central Nurse Support

View from Northwest

Modular 32 Bed Units and Central Nurse Support

2 17' - 0"

17 17.5a 18

21 22

3 34' - 0"

4 34' - 0"

5 34' - 0"

6 34' - 0"

33' - 0"

2' - 0"

10 33' - 0"

34' - 0"

15 33' - 0"

17 35' - 0"

18 34' - 0"

34' - 0"

17' - 0"

23 28' - 9 1/2"

34' - 0"

CART 48x18

48x24

CART 48x18

SHEL F 48x24

PART B

CART 48x18

General Disposables

32' - 0"

CART 48x24

CART 48x18

CART 60x24

CART 48x18

CART 60x24

CART 48x18

CART 60x24

CART 48x18

CART 60x24

CART 30x24

CART 48x24

CART 48x18

CART 60x24

Loaner

CART 48x18

CART 48x24

Misc.

Scopes CART 60x24

Window Service

TABL E 48x24

SHEL F 48x24

SCOPE CABINET 36x24

Reusables/Instruments

CART 48x24

VETS Area

SHEL F 48x24

CART 60x24

CASE CART

CART CASE

TABL E 72x36

CASE CART

INSERT PO N I T TO WAL L

CASE CART CASE CART

VIDMAR

SHEL F 36x18

PTW-WDF2

VIDMAR

CASE CART

CART 60x24

CART 36x24

TABLE 60x30

TABLE 60x30 CART 36x24

CART 36x24

CASE CART

CART 36x24

TABL E 60x30

MECHANICAL

O V S

INSERT PO N I T TO WAL L

CASE CART

CART 60x24

TABL E 60x30

CASE CART

AMBULANCE DOCKS

SHEL F 48x24

EXISTING

PATHOLOGY SURGERY LAB

34' - 0"

78 2' - 0"33' - 0" 10

33' - 0"

34' - 0"

32' - 11 1/2"

35' - 0 1/2"

E10

E11

E12

34' - 0"

X9 Y2 Y5 Y6

34' - 0"

A A5

34' - 0"

LOBBY BELOW

PART C

2' - 0" 34' - 0"

EXISTING LOBBY (18 SEATS)

PREP-POST 7

PREP-POST 6

PREP-POST 5

PREP-POST 8

ADMIT / WAITING

PREP-POST 9

CHECK-IN(6)

SOILED WK RM

STAFF TLT PAT TLT

CLASSRM A

ON CALL SUITE

CORRIDOR

EQUIP STORAGE

PREP-POST 18

PREP-POST 17

EVS

CORRIDOR PREP-POST 13

PREP-POST 12

PACU 48

STAFF TLT

OFFICE, SUPVR

CORRIDOR

PATHOLOGY BREAKRM

NURSE STATION

PREP-POST 13

A.I.I. PAT TLT PEDS PREP/PACU 9

CLEAN SUPPLY

STAFF TLT CORRIDOR

PEDS PREP/PACU 8 A.I.I.

PREP-POST 20

PREP-POST 14

PEDS PREP/PACU 2 NOURISH PAT TLT

MED ALCOVE PAT TLT

CORRIDOR

CONSULT

PACU 28

PACU 47

- 6" 8'

C1 C2 LEE STREET VISITOR GARAGE

34' - 0" 34' - 0"

ALCOVE

EP ATTEND WK RM(6)

HALLWAY

PACU 11

HALLWAY PACU 21

PEDS PREP/PACU 5

PEDS PREP/PACU 4

ALCOVE

PAT TLT

PREP-POST 16

PREP-POST 17

HALLWAY

PAT TLT

PACU 42

PACU 41

PACU 40

NURSE STATION

HANDWASH STAFF TLT A.I.I. PAT TLT

HALLWAY

CLEAN IV PREP

PREP-POST 4

PREP-POSTLOCKERS, 3 PATIENT(20)

STAFF TLT

MEDS

PACU 7

PACU 6 A.I.I.

PHYS WK

EQUIP

PHYS WK

CORRIDOR

WAITING (25 SEATS)

CLEAN LIN/SUPPLY

PREP-POST 2

EXISTING

EXISTING EXISTING

PHYS WK

ANES LIBRARY NAVIGAT WK RM (4)

ALCOVE

OFFICE, CHIEF ANES TECH

C8 20

EA.2

PREP-POST 15

PREP-POST A.I.I. 14

CD CC

SOILED ANES

FACP

PREP-POST 12 TEAM WK ALCOVE

C10

PAT TLT

30' - 0"

CORRIDOR EQUIP STORAGE

CLEAN ANES WKRM

ELEV LOBBY

EXISTING

NP WK RM (6)

EXISTING

MED GAS EXISTING

EXISTING

CORRIDOR

NURSE STATION

CLEAN SUPPLY

NORM ELEC EMERG ELEC

A.I.I. PAT TLT TEAM WK ALCOVE

EQUIP STORAGE

PREP-POST 4

PREP-POST 30

DOPPLER CLEAN SUPPLY

TRASH/LINEN ROOM

PREP-POST 6

PREP-POST 5

PREP-POST 7

PREP-POST 32

EMERG EQUIP

EMERG ELEC

NORM ELEC PAT TLT

FACP

IMAGING ALCOVE

CORRIDOR

SCRUB/ STRETCHER ALCOVE

ALCOVE

SCRUB ALCOVE

IR-2

SCRUB/ STRETCH ALCOVE

SCRUB ALCOVE

EQUIP

PICC 1 CONTROL

STERILE CORE

32' - 11"

8' - 1"

TEAM WK

SEMI-RESTRICT CORRIDOR

ICT /IR-4

CT HOLDING

ICT /IR-3

STRETCHER ALCOVE

SCRUB ALCOVE

SCRUB/ STRETCHER ALCOVE

STRETCH/SCRUB ALCOVE

INTERVENTIONAL BREAK / LOCKERS

s s

EQUIP STRETCHER ALCOVE

SCRUB ALCOVE

ED EO

s MECHANICAL

MEP

CORRIDOR

EF.3

PART B PART A

E13 E2

E10

E11

E12

Second Floor Plan

LEVEL 02M FLOOR PLAN 1/32" = 1'-0"

Mechanical Floor Plan

LEVEL 02 FLOOR PLAN 1/32" = 1'-0"

IR-6

EQUIP SCRUB/ STRETCHER ALCOVE

CORRIDOR

PART B PART A

E1.2E1.6 E1

SCRUB ALCOVE

EQUIP

EF.3

CORRIDOR

EVS IR-5

SCRUB/ STRETCHER

CONTROL

EQUIP

HYBRID OR-4

EMERG EQUIP STRETCHER ALCOVE

APRON STORAGE CONTROL

CONTROL(2) CLEAN CORE

CONTROL(2)

ROBOT CATH LAB (D)

CORRIDOR

CONTROL(2)

HYBRID CATH LAB

STERILIZ ALCOVE

NEW CONSTRUCTION

EXISTING

1' - 1 11/16"

1' - 6 15/16"

EQUIP

CORRIDOR STRETCHER ALCOVE

OR 2

EVS

EQUIP

CORRIDOR

STRETCHER ALCOVE

EQUIP EQUIP

IR-7

CLEAN CORE

STERILE SUPPLY

EQUIP

IR-1

HYBRID CATH LAB(C)

CONTROL

CLEAN CORE

EXISTING

s 3a3b

INTERVENTIONAL PLATFORM SCRUB/ STRETCHER ALCOVE ALCOVE

HYBRID OR-3 CONTROL

EXISTING

EA.2

IC / IR ADMIN

PREP-POST 33

IR PHYS READING

IR SCHEDULER

STAFF TLT

PREP-POST 31

STAFF TLT

CORRIDOR

ALCOVE PREP-POST 3

STRETCHER ALCOVE

TEAM WK

OR-1

EVS

FACP PREP-POST 2

PREP-POST 29

HANDWASH NURSE STAT

PAT TLT CORRIDOR

ALCOVE

NOUR ALCOVE HANDWASH

MEDS

A.I.I. PREP-POST 8

STAFF BREAK RM

CA PREP-POST 1

CORRIDOR

CORRIDOR SCRUB/STRETCHER ALCOVE

LAB ALCOVE

POC

SOILED WKRM TDR

PREP-POST 9

PREP-POST 10

NURSE STATION

CF CE

25' - 0"

ALCOVE

PREP-POST 28

CORRIDOR

EMERG EQUIP

SHIFT MNGR

CORRIDOR

PERFUSION WK RM

C11

PREP-POST 11

MD-WKRM CATH/OR(6)

EMERG ELEC

HANDWASH

CORRIDOR

ALCOVE

PREP-POST 21

PREP / PHASE II (33)

CORRIDOR

PREP-POST 27

EXISTING

ELEC

PREP-POST 20

PREP-POST 19

PREP-POST 18 HANDWASH SINK

NOUR ALCOVE

TOUCHDOWN

SOIL WKRM

PREP-POST 17 PAT TLT

CORRIDOR

BREAKDOWN

IMAGING ALCOVE STAFF TLT

STAFF TLT

T 24' - 2"

CORRIDOR

ROBOT ALCOVE

SURGERY SUITE

EXISTING

MEDS

PREP-POST 26

PREP-POST 25

CORRIDOR

C11

13' - 3"

EXISTING

EMERG EQUIP

PREP-POST CORRIDOR

PREP-POST 23

TEAM WK ALCOVE

PREP-POST 16 CORRIDOR STOR

PREP-POST 24

PREP-POST A.I.I. 22

A.I.I. PAT TLT

PREP-POST 13

STAFF ELEV LOBBY

C10

PART C

STORAGE

PHYS WK PHYS WK

21' - 0"

CONTROL

PACU 5 A.I.I.

PHARMACY WK

CONTROL DESK

CORRIDOR

C9 CC

CORRIDOR

PHYS WK

PHYS WK RM

EP LAB E (NEW)

PREP-POST CORRIDOR

PACU 4 A.I.I.

PACU 8

PACU 23

HANDWASH

PACU 39

ANTE RM PREP-POST 5

PHYS WK

1/2"

HANDWASH

PACU 24

PACU 38

PACU (58)

EXISTING

CORRIDOR

PHYS WK

-5

PACU 9

PACU 22

PACU 25

PACU 37

PACU 43

PREP-POST 1 TEAM WK

PHYS WK

PHYS WK PHYS WK PHYS WK

EXST STFF TLT

PACU 3 A.I.I.

HANDWASH

PREP-POST 18

CORRIDOR

SHIFT MNGR WK PACU 2 A.I.I.

PACU 10

PACU 26

PACU 36

PACU 44

TEAM WK

INTERVENTIONAL CARDIO CORRIDOR

A.I.I. PAT TLT NP OFFICE

PACU 20

PACU 27

PACU 35

PACU 45

PEDS PREP/PACU 7

CHILD LIFE PEDS PREP/PACU 6

ANES READY RM

17' - 0"

PACU 1 A.I.I.

PACU 12

ALCOVE

PACU 46

CORRIDOR

EP LAB F (UPGRADE IN 2017)

TEE K

CORRIDOR

HANDWASH PACU 19

PEDS PREP/PACU 3

PREP-POST 19

NOUR ALCOVE

TEAM WK

PREP-POST 6

CONSULT

TEE J

TDR

MEDS

POC

A.I.I. PREP-POST 7

NURSE STATION

E13

SUPPLY RM

EQUIP STORAGE

CORRIDORCATH ATTEND WK RM(2)

MEDS

CORRIDOR

HANDWASH

TEAM WK

CORRIDOR

PAT TLT

PREP-POST 15

A.I.I. PAT TLT ALCOVE

BLOOD BANK

CORRIDOR

CONSULT

CORRIDOR

CLEAN SUPPLY

POC

NURSE STATION HANDWASH

CORRIDOR

A.I.I. PREP-POST 8 EQUIP STORAGE

CONSULT

CORRIDOR

SOIL HOLD

NOURISH

PACU 13

HANDWASH

POC

CORRIDOR

A.I.I. PAT TLT

CORRIDOR

EMERG. EQUIP

PREP / PHASE II (25)

PEDS PREP/PACU 1

PACU 14

HALLWAY

PACU 34 PEDS PREP/PACU 10

PACU 15

PACU 18

HANDWASH

HANDWASH PREP-POST 21

PACU 16

HALLWAY

PACU 29

PACU 33 ALCOVE

PACU 17

PACU 30 CLEAN SUPPLY

HALLWAY

NURSE STATION STAFF TLT

BLOCK 2

BLOCK 1

CORRIDOR

EWC ALCOVE

ALCOVE

PACU 49 PACU 32

CORRIDOR POC

CORRIDOR

HANDWASH NOURISH

ENTRY

4a 4b

STAFF BREAK RM CLEAN SUPPLY

MEDS

PREP-POST 12 A.I.I. PREP-POST 22

ANES WORK

PACU 31

SOILED WK RM

STAFF TLT

A.I.I. PAT TLTTEAM WK CORRIDOR

PAT TLT

HANDWASH

CORRIDOR

- 9"

SOILED WK RM PREP-POST 9

PATHOLOGY LAB

OFFICE, PREP MNGR

FAMILY TLT

CORRIDOR

EVS PREP-POST 11STAFF TLT

PREP-POST 10

BLOCK 3 CORRIDOR

ENTRY/WAIT

ADM ASSIST

C3 FAMILY TLT

ENTRY

CORRIDOR SUBWAIT

BLOCK 4

EXISTING ELEC ADM ASSIST/RECEP

COPY/ WK RM

ELEC

32' - 0"

E12

CORRIDOR

ON CALL

TLT/SHWR

17' - 0"

PREP-POST 1

TLT/SHWR

SMALL CONF

CORRIDOR

OFFICE, QI COORD

CORRIDOR

ENTRY

ON CALL

OFFICE, PHONE NURSE(2)

OFFICE, PACU MGR

A.I.I. PAT TLT ELEC

CONSULT

OFFICE, ASNT.RN.MGR (SURG)(2)

OFFICE, SURG DIR

STAFF WK RM

CORRIDOR

PREP-POST 19

17' - 0"

OFFICE, ASNT.RN.MGR (SURG)(2)

CORRIDOR

PREP-POST A.I.I. 11

CLASSRM B

OFFICE, ASSOC CMO

34' - 0"

TEAM WK

PREP / PHASE II (21)

CORRIDOR

PAT TLT

ON CALL

TLT/SHWR

3b 3a

CORRIDOR

NURSE STATION POC CLEAN SUPPLY

32' - 0"

E11

128'

OFFICE, ASNT.RN.MGR (PERI)(2) OFFICE, ASST.RN.MGR (SURG)(2)

PREP-POST 14

TEAM WK

32' - 0"

E10

First Floor Plan

64'

EMERG EQUP CORRIDOR

PREP-POST 15 PREP-POST 16

LOCKERS, PATIENT

32' - 0"

34' - 0"

SURGERY SUPPORT/ ADMIN

32'

PUBLIC TLTS, FEMALE

PREP-POST 10

TEAM WK

PREP-POST 2 STORAGE

32' - 0"

TEAM WK

MEDS

NOURISH

CORRIDOR

32' - 0"

LAPTOP WK

WAITING (100 SEATS)

EQUIP STORAGE STAFF TLT

STAFF TLT OFFICE, CHIEF CRNA(2)

32' - 0"

PEDS WAITING (30 SEATS) CORRIDOR

PCT SPVR(2)

32' - 0"

J K

PREP-POST 4

PAT TLT HANDWASH

G H

PREP-POST A.I.I. 3

32' - 0"

EXISTING

A.I.I. PAT TLT

32' - 0"

N TIO UC NG STR ISTI ON C EX W NE

32' - 0"

PART D

E1.6 E2

HEART CLINIC

32' - 0"

1/32" = 1'-0"

34' - 0"

PART E PART D

16'

Y9 Z 34' - 0"

Y9 Z

E F

LEVEL 01 FLOOR PLAN

2117' - 0"22 28' - 9 1/2" 23

34' - 0"

X9 Y2 Y5 Y6

E13

SCALE: 1/32" = 1'-0"

34' - 0"

EF EF.3

CRISPELL DRIVE

34' - 0"

& , % % !' ' ' ! " ' ! "% %% &&( ' & !" % & ! + " !"' % * #"! & & '+ % " ' " ' ' ' ( & * ' ! % * "% !& !' ! & ! (% "!& !! & % "' ' % ! ' "! "% & & ' " "% (% ' ! "! ! & $ ' ! & & % " % ! & % "% & & &" & ' "! " !" ' # % & & ! !' % ! % ' ' ' "! % " # '" & % & ' & " %' ' % $ "!& % ( % ! '+ # % &' % % % !& ' ! ' ' ! & % #(%# * & & % " '+# (!"

Lower Level Floor Plan

1 17' - 0" 2

EE EO

EMERGENT 1

0G OVERALL PLAN 1 LEVEL 1/32" = 1'-0"

EMERGENT 2 PART B PART A

E1.232' - 0"

RME

CRISPELL DRIVE

PEDS C11

TRAUMA / RESUSCITATION

UNIVERSITY HOSPITAL EXPANSION

EA EA.2 EB

C10

MRI

32' - 11"

CART 36x24

SHELF 48x18

CASE CART CART 36x24

CART 36x24

IMAGING

X-RAY SPECIAL PROCEDURES

CART 60x24 CART 60x24

CART 36x24

SHEL F 48x24

25' - 0"

WASTE DOCKS

TABL E 72x36

CART 60x24

CASE CART

CART 30x24

FRONT ENTRY STAIRS 2 / A10-01

24' - 2"

CART 60x24

Trauma Carts

CART 60x24

SURGERY IT

CART 60x24

CART 30x24

CART 60x24

TRAUMA CART 48x28

OPSC

CENTRAL STERILE SERVICES

TRAUMA CART 56x28

TRAUMA CART 28x28

CART 60x24

TRAUMA CART 28x28

CART 60x24

TRAUMA CART 28x28

CART 60x24

TRAUMA CART 28x28

CART 60x24

TRAUMA CART 28x28

CART 60x24

TRAUMA CART 30x28

CART 60x24

Reusables/Instruments

CART 60x24

TRAUMA CART 30x28

CART 60x24

TRAUMA CART 30x28

CART 60x24

TRAUMA CART 30x28

CART 60x24

Reusables/Instruments

CART 60x24

TRAUMA CART 30x28

CART 60x24

TABL E 48x24

T RAUMA CART 27x19

CASE CART

CART 60x24

CASE CART

CART 60x24

CART 48x24

CART 60x24

Reusables/Instruments

SEAT WALL 5 / A10-01

NEURORADIOLOGY

CASE CART

SHEL F 48x24

Reusables/Instruments

CART 60x24

TRAUMA CART 30x28

CART 60x24

Surgical Packs

CART 60x24

Reusables/Peel Packs

CART 60x24

SHEL F 48x24 CART 60x24

CART 60x24

X-RAY CT

X-RAY DIAGNOSTIC

30' - 0"

CART 48x24

4' - 2"

34' - 0"

SHELL SPACE FD

CART 36x18

CART 48x18

General Disposables

CART 36x18

CART 48x18

General Disposables

CART 48x18

PART A

SHEL F 48x24

DECORATIVE BOLLARD 8 / A10-01, TYPICAL

AD RO

CART 48x18

CLINICAL ENGINEERING

MECH.

CART 60x24

NE LA

CART 48x18

CART 60x24

8' - 11"

CASE CART

CART 48x18

CART 48x24

CART 60x24

CANOPY ABOVE

ENTRY WALL 6 / A10-01 NUCLEAR MEDICINE

23' - 1"

CART 48x18

CART 48x24

MD-RADL RADIOLOGY

EA.2

CDU

32' - 0"

SHELF 48x24 SHELF 48x24

CASE CART

CART 48x18

CART 48x24

CART 60x24

32' - 0"

MEDICAL RECORDS

ADMIN + STAFF SUPPORT

C1 X-RAY CT ENDOSCOPY

BIKE RACK 7 / A10-01, TYPICAL

32' - 0"

SHELF 48x24 SHELF 48x24

SHELF 48x24

MISC.

CART 28x18

CART 60x24

LEE STREET VISITOR GARAGE

X-RAY ADMIN

32' - 0"

SHELF 48x24

SHEL F 48x24

CART

CASE CART

CART 48x18

CART 48x24

CART 60x24

SHEL F 48x24

Instrument 'No Movers'

CART 48x18

MISC.

CART 28x18

CART 60x24

ULTRA SOUND

9' - 9"

SHELF 48x24

SHELF 30x24 SHELF 48x24

SHELF 48x24

TOOL CHEST

MISC.

CART 60x24

CART 48x24

CART 60x24

CART 36x18

SHELF 48x24

CART 48x24

CART 36x18

CART 48x24

R.3 S

SHELF 48x24

TOOL CHEST

VIDMAR

CART 60x24

CART 36x18

IMPLANT ROOM

CART 36x18

CART 48x24

Misc.

VIDMAR

PART F

STERILE STORAGE

SHEL F 48x24

CART 48x24

LOT LINE

- 0"

SHEL F 48x24

VIDMAR

CART 24x 18

BREAKDOWN AREA

SHEL F 48x24

VIDMAR

CART 36x18

CART 48x24

SHEL F 48x24

PHARMACY PRINT ER D ESK

X-RAY ADMIN

MECH.

SurgiTrack Totes TABLE 48x24

SHEL F 30x24

ELECTRICAL

TRANSPORTATION STORAGE

CLINICAL ENG ADMIN

C11

PART C

OP COMMAND

STAFF RESOURCE OFFICE

22' - 3"

HOSPITAL SHARED SPACE

C10

PART C (NOT USED)

TRANSPORTATION STORAGE

SECURITY

DIGESTIVE HEALTH CLINIC

34' - 0"

PART D

PATIENT/FAMILY COUNSELING

8' - 0"

IV TEAM

C8 1

34' - 0"

PART E (NOT USED)

SUPPLY MATERIALS

PHARMACY

AUXILLARY

13' - 3"

TRANSPORTATION ADMIN

ENTEROSTOMAL THERAPY

VISITOR LOUNGES

AUXILLARY

34' - 0"

PATIENT / FAMILY COUNSELING

17' - 0"

RESPIRATORY CARE

LINEN SERVICES

HYPERBARIC THERAPY

PATIENT & GUEST SERVICES

ET RE ST

PRE-ADMISSION TESTING

FOOD SERVICES

E LE

VIS LEE ITO ST GA R PA REET RA RK GE IN G

2' - 0"

34' - 0"

STAFF ON-CALL ROOMS

WASTE DOCK

21' - 0"

DIETARY ADMIN

34' - 0"

UVA HOSP ADMISSIONS

34' - 0"

SURGERY SUITE

17' - 0"

FOOD SERVICES

E10

E11

E12

E13

EAST CHILLER PLANT

8' - 7 7/8"

CD 30' - 0"

CC 14' - 10 1/4"

36' - 7 7/8"

24' - 5 1/2"

T.O. PARAPET 683' - 4"

4.4

1/32" = 1'-0"

12' - 8" NEW CONSTRUCTION

LEVEL 11 668' - 10"

HELIPAD LOBBY

LEVEL 10 657' - 10"

MECH. ELEV. LOBBY

MECH

LEVEL 09M 638' - 10"

DUNNAGE ELEV. LOBBY

SHELL

LEVEL 09 628' - 10"

STAFF ELEV. LOBBY

EX - LEVEL 08 614' - 10"

EXISTING

EXISTING PEDESTRIAN BRIDGE AT LEVEL 04

1 1 A11-05.1 A11-05.2

STAFF ELEV. LOBBY

NEW CONSTRUCTION

PATIENT LOBBY

MECH.

14' - 0"

PATIENT LOBBY

EX - LEVEL 07 600' - 10"

EX - LEVEL 06 586' - 10"

14' - 0"

STAFF ELEV. LOBBY

EX - LEVEL 05 572' - 10"

STAFF ELEV. LOBBY STAFF ELEV. LOBBY

14' - 0"

STAFF ELEV. LOBBY

SHELL

VISITOR ELEVATORS

SHELL

EX - LEVEL 04 558' - 10"

14' - 0"

J K

14' - 0"

J K

TRAUMA ELEVATORS

OVERRUN ROOF 681' - 6"

EXISTING

11' - 0"

HELIPAD WALKWAY

19' - 0"

OVERALL PLAN

14' - 0"

ELEV. MACHINE RM.

10' - 0"

EX - LEVEL 03 544' - 10"

INTENSIVE CARE UNIT

EX - LEVEL 2M 527' - 4 3/4"

EXISTING

4.4

MECHANICAL

EG E1

E10

E11

E12

E13

SURGERY

STAFF ELEV. LOBBY

EMERGENCY DEPARTMENT

STAFF ELEV. LOBBY

MECHANICAL

EX - LEVEL 02 511' - 10 3/8"

EX - LEVEL 01 497' - 5"

EX - LEVEL 0G 482' - 5"

LEVEL 05 - TYPICAL ICU OVERALL PLAN 1/32" = 1'-0"

Typical Bed Tower Floor Plan

TRANSVERSE SECTION

1/16" = 1'-0" Ref: 1/A19-01, 1/A19-02, 1/A19-03, 1/A19-04, 1/A19-05, 1/A19-06, 1/A19-07, 1/A19-08, 2/A19-08,

5 A21-16

EXISTING BUILDING

EA.2 8' - 6"

EB 23' - 6"

EC 32' - 0"

ED 32' - 0"

EE 32' - 0"

EF 32' - 0"

EF.3 9' - 9"

EG 22' - 3"

T.O. PARAPET 683' - 4"

12' - 8"

OVERRUN ROOF 681' - 6"

NEW CONSTRUCTION

LEVEL 11 668' - 10"

T EE TR ES LE

11' - 0"

EXISTING

19' - 0"

LEVEL 10 657' - 10"

527'-4.75"

MECHANICAL

LEVEL 09M 638' - 10"

14' - 0"

LEVEL 09 628' - 10"

SHELL

14' - 0"

EX - LEVEL 08 614' - 10"

SHELL EX - LEVEL 07 600' - 10"

14' - 0"

EXISTING BUILDING SHELL

EX - LEVEL 06 586' - 10"

5 A21-08 657'-10"

5 A21-17 6 A21-17

3 A20-03

SLOPED STRUCTURE

5 A21-09

EX - LEVEL 04 558' - 10"

544'-10"

7 A21-12

EX - LEVEL 03 544' - 10"

655'-10"

REFER TO HELIPAD DRAWINGS FOR ELEVATION

544'-10"

MECHANICAL

527'-4.75"

17' - 5 1/4"

6 A20-03

EX - LEVEL 05 572' - 10"

EDUCATION EX - LEVEL 2M 527' - 4 3/4"

15' - 6 3/8"

1 A20-02

6 A21-02

4 A21-09

14' - 0"

1 A20-01

7 A21-17

14' - 0"

532'-4.75"

SERVICE ELEVATORS

SURGERY

2 A20-02

MECHANICAL

5 A21-06

3 A21-05

497'-1"

1 A20-11

76 A21-05

AMBULANCE DROP

THRU DRIVE LANES

9 A21-10

5 A21-10

6 A21-04

EX - LEVEL 0G 482' - 5"

5 A21-04

1 A20-10

4 A21-05

NOTE: ELEVATION MARKS INDICATE TOP OF DECK ELEVATION, EXCLUDING INSULATION & GREEN ROOF MEDIA. OVERALL ROOF PLAN

DOCK

4 A21-03

6 A21-06

EX - LEVEL 01 497' - 5"

2 A20-10

527'-4.75"

Roof Floor Plan

14' - 5 3/8"

EX - LEVEL 02 511' - 10 3/8"

EMERGENCY DEPARTMENT

655'-10"

15' - 0"

A20 2 -0 1

A20 1 -0 3

NEW CONSTRUCTION

STAFF ELEV. LOBBY

14' - 5 3/8"

LOBBY

15' - 6 3/8"

RFG-4

EXISTING ROOF AT LEVEL 05

10' - 0"

STAFF LOUNGE

15' - 0"

STAFF ELEV. LOBBY

17' - 5 1/4"

EXISTING PEDESTRIAN BRIDGE AT LEVEL 04

CRISPELL DRIVE 3 A20-02

SCALE: 1/16" = 1'-0"

1/16" = 1'-0"

16'

32'

64'

TRANSVERSE SECTION

1/16" = 1'-0" Ref: 3/A20-02, 4/A20-03, 1/A10-11, 1/A19-01, 1/A19-02, 1/A19-03, 1/A19-04, 1/A19-05, 1/A19-06, 1/A19-07, 1/A19-08, 2/A19-08,

SCALE: 1/16" = 1'-0"

16'

32'

64'

3 / /

New-to-Existing Hospital Coordination

MAINTENANCE STAIR ADDED AS PART OF NEW EXPANSION.

As is common in additions and renovation projects, surveying the existing building conditions and understanding its challenges is ongoing. Designing for expansion joint cover transitions and water tightness was key in this coordination effort.

EJC-8.2 HORIZONTAL EXPANSION JOINT 5" INITIAL GAP

HIGH PRESSURE STEAM LINE /

EJC-8.1 HORIZONTAL EXPANSION JOINT 5" INITIAL GAP

EXISTING LEVEL 02M ROOF

EJC-9.1 HORIZONTAL EXPANSION JOINT 5" INITIAL GAP

MAINTENANCE STAIR ADDED AS PART OF NEW EXPANSION.

Expansion Joints Covers along this line Enlarged 3D view references

EJC-7.1 VERTICAL EXPANSION JOINT 5" INITIAL GAP

EJC-8.1 HORIZONTAL EXPANSION JOINT 5" INITIAL GAP

EXISTING

Northwest Corner

NEW CONSTRUCTION

3D VIEW - NEW-TO-EXISTING CONNECTION LOOKING NORTHEAST

5 A21-16

EXISTING BUILDING

T EE TR ES LE 16

527'-4.75"

18 EJC-8.1 HORIZONTAL EXPANSION JOINT 5" INITIAL GAP

N EXISTING LEVEL 02M ROOF

EJC-9.1 HORIZONTAL EXPANSION JOINT 5" INITIAL GAP EXISTING

EJC-8.1 HORIZONTAL EXPANSION JOINT 5" INITIAL GAP

NEW CONSTRUCTION

O EXISTING INTERIOR SPACE

EXISTING BUILDING

OPENING TO BE V.I.F. AND COORDINATED WITH MECHANICAL DRAWINGS.

EJC-7.1 VERTICAL EXPANSION JOINT 5" INITIAL GAP

EJC-9.1 HORIZONTAL EXPANSION JOINT 5" INITIAL GAP

532'-4.75"

A2 1 0-0 3

HIGH PRESSURE STEAM PIPES

1 A20-01

7 A21-17

6 A21-02

4 A21-09

3 A20-03

SLOPED STRUCTURE

A2 2 0-0 1

6 A21-17 1 A20-02

EXPANSION LEVEL 03 ROOF

EXISTING LEVEL 02M ROOF

5 A21-08 657'-10"

5 A21-17

5 A21-09

EXISTING STAIRS

LEVEL 04 CONNECTOR BRIDGE ABOVE

544'-10" 6 A20-03

7 A21-12

655'-10"

West Corner 3D VIEW - NEW-TO-EXISTING BUILDING CONNECTIONS LOOKING SOUTH /

EJC-7.1 VERTICAL EXPANSION JOINT 5" INITIAL GAP /

REFER TO HELIPAD DRAWINGS FOR ELEVATION

544'-10"

EJC-8.1 HORIZONTAL EXPANSION JOINT 5" INITIAL GAP

EJC-9.1 VERTICAL EXPANSION JOINT 5" INITIAL GAP

527'-4.75"

/ /

SIM

EXPANSION LEVEL 03 ROOF

EJC-8.1 HORIZONTAL EXPANSION JOINT 5" INITIAL GAP

655'-10"

EJC-7.1 VERTICAL EXPANSION JOINT 5" INITIAL GAP

T 2 A20-02

2 A20-10

527'-4.75"

/ 6 A21-06

5 A21-06

497'-1"

1 A20-11

76 A21-05

OVERALL ROOF PLAN 1/16" = 1'-0"

Bed Tower Floor Plan

/ / 9 A21-10

5 A21-10

6 A21-04

5 A21-04

1 A20-10

4 A21-05

NOTE: ELEVATION MARKS INDICATE TOP OF DECK ELEVATION, EXCLUDING INSULATION & GREEN ROOF MEDIA.

3 A21-05

EJC-9.1 HORIZONTAL EXPANSION JOINT 5" INITIAL GAP

4 A21-03

EXISTING INTERIOR SPACE

EXPANSION LEVEL 02M ROOF

CRISPELL DRIVE 3 A20-02

SCALE: 1/16" = 1'-0"

LEVEL 2M LEVEL 02 LEVEL 01

EXISTING

16'

32'

64' EJC-7.1 VERTICAL EXPANSION JOINT 5" INITIAL GAP

NEW CONSTRUCTION

Southwest Corner EXISTING

NEW CONSTRUCTION

Expansion Joint Transition Details

GENERAL NOTES

EJC-7.1: EXPANSION JOINT WRAPS AROUND THE METAL PANEL PARAPET EXISTING BRICK ON CMU WALL

THE 3D EXPANSION JOINT COVER VIEWS ON THIS SHEET INTEND TO COMMUNICATE THE GENERAL DESIGN INTENT BEHIND THE EXPANSION JOINT COVER TRANSITIONS. FOR FURTHER INFORMATION REFER TO 2D PLAN VIEWS, SECTION VIEWS, AND EXPANSION JOINT COVER MANUFACTURER RECOMMENDATIONS. VIEWS ON THIS SHEET DO NOT INCLUDE ALL COMPONENTS REQUIRED FOR THE JOINT TRANSITIONS.

Construction Documents

EJC 7.1: VERTICAL EXPANSION JOINT 5" INITIAL GAP EXISTING BRICK ON CMU WALL

FIELD FORMED FLEXIBLE POLYETHYLENE EXTERIOR SEAL BASE ENCLOSURE STOP SEAL 1/8" SHORT TO ALLOW FOR DRAINAGE

EJC-8.1: ROOF TO WALL EXPANSION JOINT 5" INITIAL GAP

EJC 7.1: VERTICAL EXPANSION JOINT 5" INITIAL GAP

PARAPET OF MTL-1 WALL

NEW EFS-2 WALL RESTING ON CONCRETE CURB

FACTORY FABRICATED ALUMINUM ENDCAP; WRAPS AROUND THE CORNER

FACTORY FABRICATED ALUMINUM ENDCAP AT TRANSITION TO WALL COVER

LEVEL 03 ROOF

STOP SEAL 1/8" SHORT TO ALLOW FOR DRAINAGE FIELD FORMED FLEXIBLE POLYETHYLENE EXTERIOR SEAL BASE ENCLOSURE CONCRETE ROOF CURB

SEAL JOINT

EJC-8.1: ROOF TO WALL EXPANSION JOINT 5" INITIAL GAP EJC-9.1: ROOF TO ROOF EXPANSION JOINT 5" INITIAL GAP

EJC- 7.1 to EJC- 8.1

LEVEL 03 GREEN ROOF

FACTORY FABRICATED ALUMINUM END CAP. TO BE COORDINATED WITH VERTICAL EXPANSION JOINT PROVIDED BY CURTAIN WALL MANUFACTURER.

EJC TRANSITION - BRICK WALL TO METAL PANEL CORNER

EJC TRANSITION - METAL LOUVER WALL TO ROOF CURB

NEW MTL-4 WALL EXTRUDED ALUMINUM SUPPORT

VERTICAL EXPANSION JOINT TO BE PROVIDED BY CURTAIN WALL MANUFACTURER.

FORMED ALUMINUM SPLICE COVER

VERTICAL EXPANSION JOINT TO BE PROVIDED BY CURTAIN WALL MANUFACTURER.

NEW EFS-2 WALL RESTING ON CONCRETE CURB

MTL-1 WALL EJC-8.1: ROOF TO WALL EXPANSION JOINT 5" INITIAL GAP

FACTORY FABRICATED ALUMINUM ENDCAP; WRAPS AROUND THE CORNER. FIELD VERIFY ANGLE. EJC-9.1: ROOF TO ROOF EXPANSION JOINT 5" INITIAL GAP

EJC 7.1: VERTICAL EXPANSION JOINT 5" INITIAL GAP FIELD FORMED FLEXIBLE POLYETHYLENE EXTERIOR SEAL BASE ENCLOSURE

EXISTING BRICK ON CMU WALL EJC-8.1: ROOF TO WALL EXPANSION JOINT 5" INITIAL GAP FORMED ALUMINUM SPLICE COVER

EJC-8.1: ROOF TO WALL EXPANSION JOINT 5" INITIAL GAP FORMED ALUMINUM SPLICE COVER

EXISTING LEVEL 02M ROOF

FIELD SPLICE

CONCRETE ROOF CURB, BOTH SIDES

EXISTING LEVEL 02M ROOF FACTORY MITERED AND WELDED CORNER: FIELD VERIFY ANGLE.

EJC-6.1: HORIZONTAL EXPANSION JOINT AT METAL PANEL SOFFIT. TO BE COORDINATED WITH CURTAIN WALL MANUFACTURER'S VERTICAL EXPANSION JOINT COVER.

EXISTING BRICK ON CMU WALL

EJC TRANSITION - ROOF CURB TO CURTAIN WALL

EJC TRANSITION - ROOF TO ANGLED METAL PANEL WALL

EJC TRANSITION - BRICK WALL TO ROOF CORNER 2

EJC-7.1: EXPANSION JOINT WRAPS AROUND THE METAL PANEL PARAPET AND CONCRETE CURBS TO TRANSITION WITH EJC-9.1

EJC-8.1: ROOF TO WALL EXPANSION JOINT 5" INITIAL GAP

EJC TRANSITION - CURTAIN WALL TO SOFFIT CORNER

LEVEL 03 ROOF

FORMED ALUMINUM SPLICE COVER

EJC-9.1: ROOF TO ROOF EXPANSION JOINT 5" INITIAL GAP FORMED ALUMINUM SPLICE COVER

FORMED ALUMINUM SPLICE COVER

FACTORY MITERED AND WELDED CORNER; FIELD VERIFY ANGLE

EJC-9.1: ROOF TO ROOF EXPANSION JOINT 5" INITIAL GAP

EJC TRANSITION - ROOF CURBS TO METAL PANEL LOUVER WALLS

METAL PANEL WALL FLASHING

EXISTING BRICK ON CMU WALL

LEVEL 02M ROOF; TIES TO EXISTING STRUCTURE

LL WA 5" TO OF INT : RO N JO P -8.1 SIO GA EJC XPAN ITIAL E IN

FACTORY FABRICATED ALUMINUM ENDCAP

FIELD SPLICE FACTORY FABRICATED MITER

OF RO 5" TO OF INT : RO N JO P -9.1 SIO GA EJC XPAN ITIAL E IN

STOP SEAL 1/8" SHORT TO ALLOW FOR DRAINAGE

FACTORY MITERED AND WELDED CORNER; FIELD VERIFY ANGLE FORMED ALUMINUM SPLICE COVER LEVEL 02M GREEN ROOF

EJC-9.1: ROOF TO ROOF EXPANSION JOINT 5" INITIAL GAP LEVEL 03 ROOF

FACTORY FABRICATED ALUMINUM ENDCAP

NEW CMU WALL TO TIE TO EXISTING BUILDING STRUCTURE

FACTORY FABRICATED ALUMINUM ENDCAP EJC-9.1: ROOF TO ROOF EXPANSION JOINT 5" INITIAL GAP

EJC-7.1: EXPANSION JOINT WRAPS AROUND THE METAL PANEL PARAPET TO TRANSITION WITH EJC-9.1

CONCRETE ROOF CURB; BOTH SIDES LEVEL 02M ROOF; TIES TO EXISTING STRUCTURE

MTL-1 WALL

EJC 7.1: VERTICAL EXPANSION JOINT 5" INITIAL GAP

FIELD FORMED FLEXIBLE POLYETHYLENE EXTERIOR SEAL BASE ENCLOSURE

VERTICAL EXPANSION JOINT TO BE PROVIDED BY CURTAIN WALL MANUFACTURER.

EJC TRANSITION - ROOF TO ROOF CORNER

STOP SEAL 1/8" SHORT TO ALLOW FOR DRAINAGE

EXISTING BRICK ON CMU WALL EJC 7.1: VERTICAL EXPANSION JOINT 5" INITIAL GAP

MTL-1 WALL EXISTING LEVEL 02M ROOF EJC-9.1: ROOF TO ROOF EXPANSION JOINT 5" INITIAL GAP

STOP SEAL 1/8" SHORT TO ALLOW FOR DRAINAGE STOP COVER PLATE AT EDGE OF VERTICAL JOINT FACTORY FABRICATED ALUMINUM ENDCAP; WRAPS AROUND THE CORNER EJC-8.1: ROOF TO WALL EXPANSION JOINT 5" INITIAL GAP FORMED ALUMINUM SPLICE COVER

EJC TRANSITION - METAL PANEL WALL TO ROOF CURBS

EJC-9.1: ROOF TO ROOF EXPANSION JOINT 5" INITIAL GAP

FACTORY FABRICATED ALUMINUM ENDCAP; WRAPS AROUND EXISTING WALL

FIELD FORMED FLEXIBLE POLYETHYLENE EXTERIOR SEAL BASE ENCLOSURE

EJC TRANSITION - CURTAIN WALL TO SOFFIT

EXISTING BRICK ON CMU WALL

FACTORY FABRICATED ALUMINUM ENDCAP; WRAPS AROUND THE CORNER EJC-8.2: ROOF TO WALL EXPANSION JOINT 5" INITIAL GAP

EJC TRANSITION - BRICK WALL TO ROOF CORNER

EJC-8.1: ROOF TO WALL EXPANSION JOINT 5" INITIAL GAP

STOP COVER PLATE AT EDGE OF VERTICAL JOINT

EXISTING LEVEL 02M ROOF

EJC TRANSITION - ANGLED METAL PANEL WALL TO ROOF 4

EJC-7.1: EXPANSION JOINT WRAPS AROUND THE METAL PANEL PARAPET AND CONCRETE CURBS TO TRANSITION WITH EJC-9.1

EJC 7.1: VERTICAL EXPANSION JOINT 5" INITIAL GAP

FACTORY FABRICATED ALUMINUM END

CONCRETE ROOF CURB; BOTH SIDES

FIELD FORMED FLEXIBLE POLYETHYLENE EXTERIOR SEAL BASE ENCLOSURE

LEVEL 02M GREEN ROOF

STOP SEAL 1/8" SHORT TO ALLOW FOR DRAINAGE CONCRETE CURB STOP COVER PLATE AT EDGE OF VERTICAL JOINT

METAL PANEL WALL FLASHING

FACTORY FABRICATED ALUMINUM ENDCAP; EXTENDS TO NEW CONCRETE CURB LEVEL 03 ROOF EJC-8.1: ROOF TO WALL EXPANSION JOINT 5" INITIAL GAP

EJC 7.1: VERTICAL EXPANSION JOINT 5" INITIAL GAP NEW CMU WALL TO TIE TO EXISTING BUILDING STRUCTURE

EJC TRANSITION - METAL PANEL WALL TO ROOF

5 3

EJC TRANSITION - ROOF CURB TO LEVEL FLUSH ROOF

1 2

EJC TRANSITION - BRICK WALL TO METAL PANEL WALL SW 1

EIC:

ENERGY INNOVATION center ARGONNE NATIONAL LABS

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Floor Plan - Second Floor

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seeplane: Seaplane terminal

Making a building that adheres itself to the airplane was the design’s main purpose. The importance of fomenting the spectacle of the arrival and launch of the sea planes was achieved through the building’s circulation and urban strategy. The building’s landscape design sought to merge the public and private circulations of the building while stimulating day and night activity. An urban strategy is achieved through ramps that connect to the adjacent buildings, welcoming the community to areas of mixed use. The See.Plane terminal was an entry for the DawnTown Miami 2010 Competition. The design was in collaboration with Luisel Zayas, Juan Carlos Baez, and José Parilla.

Landing

Urban Landscape

Walkable Landscape

Vehicular Circulation

Pedestrian Circulation

Passenger Passenger Waiting Area Waiting Area Green Roof Area Green Roof Area

Generator Plane

Waiting Area/ Terminal Aircraft Museum Ǧ ơ Parking

Vertical Circulation Passenger Check-in ƥ Storage & Mechanical rooms Hangar Restaurant Control Room

Contour

Urban Landscape

Loading Dock View

Burial Chapel: Philo. il

For this non-denominational burial Chapel the principal intent was that of the path. The process of mourning was addressed by interpreting the phases that the relatives will go through. The Burial complex complies with a natural wooded area that receives you from the parking area, and then the path leads to the ground tombs and later to the chapel where the belfry serves as the guiding symbol. From that point the user must decide whether Togo up to the sight of life, the highest point within the project or to continue the path below to the ƪ sky and provide a physical separation from the surrounding world.

Generating Diagrams

Paths shaping the Mass

Remembrance Path

Entrance Paths

Sight of Life Path

Waiting Platform Path

Thresholds along Paths

Floor Plans Top View

Ground Floor

Sublevel

Number of Burials 81 Ground Burials 120 Full body Wall Caskets 600 Urn Wall Placements Urn 12”x14”x12”

24”x14”x74”

Farewell Chapel 15 guests Main Chapel 90 guests Bell Tower

Washrooms Flower Preparation

Hearse Parking/ Drop-off Storage

Pathway Axonometric Diagram

Section A

Scale 1/32” = 1’-0”

Section B

Scale 1/32” = 1’-0”

Section C

Scale 1/32” = 1’-0”

Aggregate Concrete Finish

#4 cont. reinforcement every 2’-0”

Compact 3HUKÄSS Concrete Fill #4 cont. reinforcement for Casket Cases Rebar reinforcement anchoring casket cases Rebar reinforcement every 2’-0”

2#5 Dowel Bars

#4 cont. steel reinforcement every 2’-0”

Compact 3HUKÄSS

2#5 Dowel Bars

Cast in Place side slab anchor Cast in Place side slab anchor

Concrete Fill

#4 cont. steel reinforcement every 2’

Retaining Wall Footing Rebar 4#5 bars

#4 Transversal Dowel Slab Reinforce ment

Foundation Stir-Ups

6” Concrete Slab 4000psi over subgrade 95% compacted

#4 cont. steel Lower Reinforcement

2.5” Rainwater Gutter/ 1/2” Isolation Joint with grade sealant

Foundation Stir-Ups #4 cont. steel Lower Reinforcement 2.5” Rainwater Gutter/ 1/2” Isolation Joint with grade sealant

Plan

Section D

Scale 1/32” = 1’-0”

Section E

Scale 1/32” = 1’-0”

Garden of Remembrance

Burial Chapel

tower garden: Stuttgart midrise-mixed use Earl prize nominee spring 2013

Stuttgart was once known for its stud horses and gardens, giving it its present name, which is a combination of the words stud and garden. It is situated in a valley surrounded by vineyards, providing wonderful views from various points within the city and the site. The site is located at a key junction within Stuttgart. A complex overlap can be witnessed within this suburban fabric of fast cars, ƥ ǡ travelers or visitors to the new high-speed rail station. The city is technologically advanced and environmentally conscious and we try to adopt those values while deliberating on its relationship to the past. The building takes form by growing out of a garden in its truest sense. The exterior and the garden are conceived as a continuous transformation from interior volumes into outdoor surfaces. The surface of the garden rolls down into the civic spaces as well as the exterior.

Max Height 50

Internal Facade Atrium Bow Truss: Steel Non-Insulated Double Pane Policarbonate Sheets of 20mmClear GlassPilkington K 1.2m x 2m Structural Glazing Thermo Span/ Double Skin Double Pane Insulation Cavity 12mm U value from 1.1 W/m2K to 2.8 W/m2K 2.25m x 3m

Eigth Level LVL 24m

Outer Facade Balconies 4m x 1.2m Area 5m2 Photovoltaic Panels palette Polycristaline Photovoltaic Panels 1,200m x 3,000m Unilux UltraTherm Triple Pane Glass Window approx. 1000m x 3000m Argon Gass Insulation 6mm U Value 0.21

Upper Lobby Level LVL -0m

Floor Plates

Housing Terraces Hotel 92 rentable rooms 8 swites 5m x 8m 40m2

Housing 72 apartments 2 penthouses 25 terrace units 118m2 to 150m2

Lower Lobby Level LVL -4.5m

Site Strategy Vertical Circulation

N Drop-offs

Pedestrian Circulation

Building Section Details

Facade FacadeDetails Details Waterproofing Waterproofing Drainage DrainageLayer Layer Earth Earth Rigid RigidInsulation Insulation

100mm 100mmDrop Dropforfor Balcony BalconySlab Slab

Steel Planter Steel Planter Box Box

Sliding SlidingDoors Doors (Double )) (DoubleLeaf Leaf

Planter PlanterDetail Detail

20mm Polycrystaline 20mm Polycrystaline Colored Solar panels Colored Solar panels 20mm thk gap. 20mm thkAirAir gap. 40mm thk. Rigid 40mm thk. Rigid Insulation Insulation

200mm Concrete 200mm Concrete Masonry Wall Masonry Wall

Planter PlanterDetail Detail

Wall WallDetail Detail

Steel Gutter Steel Gutter

Polycrystaline Polycrystaline PV Panels PV Panels 20mm thk 20mm thk Air Gap & Air Gap & Water Barrier Water Barrier 40mm Rigid 40mm Rigid Insulation Insulation 300mm 300mm Concrete Concrete Roof Slab Roof Slab

Hotel Elevation & Terrace Section

Building Performance Measures Hotel Mechanical System

The heating and cooling system employed for the HVAC utilizes a four pipe system. Two pipes supply hot and cold water to the fan coil units and two pipes return hot and cold water to the heat recovery unit. This kind of system as opposed to a two pipe system allows individual users within each room to change the temperature by two to three degrees higher or lower

Fresh Air Intake Heating Supply Cooling Supply Return Supply Radiant Heat Solar Panels Inverter Heat Recovery Unit

Energy Analysis

Window Detail

12.7mm Argon 3mm thk. Glass with low-e coating

The energy consumption was analysed using E-Quest, an energy simulation software. The graphs demonstrate that the energy use closely follows the weather data. The numbers were also compared to similar buildings of its kind in Stuttgart. It was found that the energy use was comparable and sometimes even lower.

ELECTRICAL CONSUMTION

GAS CONSUMTION

Space Cool 16%

Misc. Equipment 16% Space Heat 30%

Neoprene Spacer

Vent. Fans 10% Area Lights 44%

Sectioned Aluminum

Pumps & Aux. 17%

Hot water 54%

Misc. Equipment 13%

20mm Air Gap 40mm thk. Rigid Insulation

ELECTRICAL CONSUMTION 1200

900

200mm Hollow Block Concrete Masonry

800 1000 700 600

Btu

600 400 300

HDD

800

500

Therm Analysis

400

200 200 100 0

January

February

March

April

May

June

July

August

September

October

November

December

Natural Gas (Btu )

843.8

638.3

502.7

322.9

307.2

271.1

260.2

246.5

235.7

256.7

322.8

737

HDD

1064

925

409

440

106

119

409

726

901

GAS CONSUMTION 250

600

Inside 20˙ C

400 200

0 -200

100

-400 50 -600 0 Electricity (kWh) CDD

Months

January

February

March

April

May

June

July

August

139

125.6

139

151.1

193.5

209.4

229.1

225

199.4

179.5

138.6

118

276

251

483

September

October

November 139 0

-800

CDD

200 150

kWh

Outside 10˙ C

Structure Residential

Column and Flat Slab - 8m to 7m center to center - Column Cross Section (200mm x 600mm) - Fosters room flexibility - 8m to 7m Spans - 300mm Thickness

Skylight

- 20mm thk. non-insulated glazing - Polycarbonate Ultralite 500, Pilkington K

Hotel

Shear Walls and Flat Slab - Shear Walls 200mm thickness - 8m to 7m Spans - 300mm Thickness

Lobby

Column and Beam - 8m to 7m center to center - Column Cross Section (200mm x 600mm)

Basement

Column and Retaining Wall - 8m to 7m center to center - Column Cross Section (200mm x 600mm)

native cycle: native American culture center Earl prize nominee fall 2013

The ideation of this proposal for the UIUC Native American and American Indian Studies Complex came along as an exploration of the land. The Native American felt that the land gave them their power and spirit while it also brought them together as a people. In this way the building seeks to be of the earth and for the earth. The connection between the sacred upper word, middle world, and lower world is continually explored through the clockwise circulation and continual framed views of the sky above. In all, the building form and its richness of space is an ode to the curvilinear forms apparent in nature. It celebrates the Native American’s dominion of the land and all of what it entails.

Concept Development

Cahokia Mounds

Algoquian Tent Patterns

Movement

Corn as Revitalization of Culture

A Building of the Earth and For the Earth:

Spiral Sacred Hoop:

Clockwise Circulation:

Linkage to Morrow Plots:

The Cahokia were one of the first Native American people to Inhabit the Great Plains Region. They were known for having a keen understanding of the land and manipulating the experience of it as a means of promoting worship.

In terms of rebirth or growth, the spiral represents the consciousness of nature beginning from the core or center and thus expanding outwardly. This is the way of all things.

In the Native American tradition, the direction of the east is the place where Spirit enters. Once entered, the space is inhabited clockwise, for that is the sacred movement emulating the cosmos.

Native American’s mastery of the planting of corn symbolized their deeply rooted connection with the land and its spirit. There is a clear intent to revitalize the understanding of the land through native corn plantings.

Ground Floor Plan 0

Below Level Floor Plan 0

Structural Layout

Section CC

Native American Complex Axonometric

Green Roofs: Xeriscape Native Plants

Cahokia Conmemoratory Mound: Culminates the connection of the Upper world and the Lower World

Post Beam: Steel Structural Grid Sloped Rain Garden: Allows light into lower level and aids in stormwater management

Louvered Facade: Sun Shading South and West

Exterior Gathering Space: Simbolizes the Cahokia Woodhenge and serves as an external hearth for gathering. The connection of the Middle World with the Lower World.

Facade Module

Indian Corn Plantings: Bring the Morrow Plots presence into the site and commemorates the Native American Connection to the Earth and its ample offerings.

Facade Design Corn, also known as Maize, was an important crop to the Native American Indian. Eaten at almost every meal, this was one of the Indians main foods. Native American Indians gave the Europeans corn seed and taught them how to grow corn. Native Americans of New England planted corn in household gardens and in more extensive fields adjacent to their villages. The Iroquois Legend of the Three Sisters Erney, Diana. 1996. Long live the Three Sisters. Organic Gardening. November. p. 37-40. Every child of today should know these three sisters and need them just as much as the little Iroquois boy did. For the little sister is the bean who needs the eldest sister to keep her from crawling along the ground. The second sister is the squash, who has bright yellow flowers and tends to run away across the field. The eldest sister is the corn. Her kernels can be dried and ground up to make flour for bread. When the corn beans and squash are eaten, they provide a very nutritious meal with everything a person needs to be healthy.

“Bridging the Gap” Corn plantings Stainless steel mullions Varied Color Tinted Fiberglass

Facade Module

design is an opportunity to continue telling the story, not just to sum everything up. -Tate linden.