allie beck
allie beck
006
026
CONCEPTUAL
FABRICATION
Indexicality Phenomenal Transparency Pencil Drawing Electricity Tea House Garden
Courtyard Chair
056
HEALTHCARE
Akwa Ibom Children’s Hospital
248
COMPETITION
Solar Decathlon Indigo Pine Indigami Siding
084
PUBLIC&CIVIC
Bryan Children’s Theater Barcelona Market Swamp Rabbit Skate Park
306
PHOTOGRAPHY Analog Black & White Light Drawing Analog & Digital Human Portraits Iodine Editing
032
RESIDENTIAL
Skinny Double House 40k Nicholtown House
158
EDUCATION
South Carolina State University Student Center
318
RESUME
I N D E X
C O N C E P T U A L
E X P L O R A T I O N S
I N
V O L U M E
I N D E X I C A L I T Y
08
Originally inspired by Richard Neutra’s Lovell House, this project explores analytical drawing and plays on horizontality and verticality. The overall project development progressed from an analysis of the Lovell House floor plan’s irregularities, to expanding upon those irregularities into a design. A datum bar connects all aspects of the project and varying materials differentiate between the varying functions of the design. The second aspect of the project is to create a ground condition. The entire project suspends from a single point on the datum line in the middle of the project, allowing the rest of the project to be an exaggerated overhang in all directions, thus creating a floating appearance. Some ground extrusions rise up and almost meet the structure, while others sink back into the ground and create deep light troughs, which are illuminated from the light box in the base underneath.
SUMMER 2011 | Undergraduate, Transfer Module [ Photo at right Aerial View without base ]
09
10 S O L I D S ,
V O I D S ,
&
This lens analyzes the solids spatial elements, voids in the plan, along with irregularities. The “L�-shaped staircase on the far right dictates the plan and the form of the house.
I R R E G U L A R I T I E S
11 E X P L O I T E D
I R R E G U L A R I T Y
The “L�-shaped staircase is an irregularity in the floor plan. This diagram exaggerates the irregularity and creates the new floor plan inspiration for the indexicality project. Rotated and flipped, the staircase forms branch off of a central datum bar, signifying a central corridor.
12 F L O O R
P L A N
Regulating lines and irregularities are overlaid from the original plan and all components are synthesized into a finalized indexicality floor plan. Certain enclosures extrude based on function and material. Materials are used in order to create a network.
M O D E L
I M AG E S
13
Shown with illuminated light base. Light wells illuminate different materials. Floor plan extruded to create three dimensional forms. Forms hover at varying levels to heighten verticality.
I M P L I E D
P H E N O M E N A L
S P A C E
T R A N S P A R E N C Y
Through section, the architectural promenade utilizes the concept of phenomenal transparency; or implied space.
14
Designed to specific height and footprint constraints, the promenade is intended for placement within a city center as an installation. The installation offers views of the city from between the section slices as well as the second floor balcony. Designed to be flexible, the materiality should change depending on the city location as well as location within the city. The angular exterior provides shade and a covered walkway for the passerby. The section cuts are spaced apart to provide light and air into the structure. This allows for the city to be seen from the interior, thus connecting the interior and exterior, while creating interesting and dynamic shadows throughout the day.
SPRING 2012 | Undergraduate, Second Year [ Photo at right Perspective View ]
15
P H E N O M E N A L T R A N S PA R E N C Y The object of the project was to create an architectural promenade while using the architectural method of phenomenal transparency; or implied space. We had a specific size constraint to design within.
LAL L YCYY
16
rchi- archiectural tural l plied d mplied ndesign sign
nection tion alkway yway eade shade nection tion oair into into adows sows efor thethe gecting ting
My design was conceived entirely through section and features a ground and second floor walkway and balcony. The angular exterior provides shade and provides a covered walkway. The section cuts are spaced apart to provide light and air into the structure and create interesting shadows throughout the day. The spaces also allow for the city to be seen from the interior, thus connecting the interior and exterior.
FIGURE 1-9| 1/16� SECTION CUTS
1
CONCEPTUAL
N O M E N A L AL L N S PA R E N C Y CY Y
the project was to create an archienade while using the architectural archiienomenal transparency; or implied ctural al d a specific size constraint to design plied d esign n
17
s conceived entirely through section action nground and second floor walkway kway yThe angular exterior provides shade hade ea covered walkway. The section ed ction n apart to provide light and air into r and into create interesting shadows o e day. The spaces also allow for the dows ws n the from the interior, thus connecting or e d cting g exterior.
/16� SECTION CUTS
NCEPTUAL
T R A N S V E R S E S E C T I O N C U T S 1/16� scale: Designed in section, the slices offer opportunity to see human proportions and interactions with the structure. Each slice represents a two foot section separated by two foot gaps to provide a semi-covered, open air pavilion with two stories. Interior stair provides access to a second story lookout passage.
18
19 M O D E L
I M AG E S
These photographs highlight the features of the project. As an architectural promenade, the program is to provide circulation to highlight views and the structure. An enclosed longitudinal stair leads to the main transverse stair, which leads to the second level lookout. The ground level remains a double height gathering space.
E X P L O R A T I O N S
P E N C I L
I N
D E P T H
D R A W I N G
20 SUMMER 2011 | Undergraduate, Transfer Module
21 1
CONCEPTUAL
1-1| CUBE INTERPRETATION PENCIL DRAWING
I N K
P E N
D R A W I N G
" E L E C T R I C I T Y " A rigorous grid and set of geometric shapes laid the groundwork for a graphic interpretation of the word “electricity”. The word chosen was a symbolic representation of each student’s personality.
22 SUMMER 2011 | Undergraduate, Transfer Module
23
H A N D
T E A
D R A W N
H O U S E
S I T E
P L A N S
G A R D E N
24 SUMMER 2011 | Undergraduate, Transfer Module
25
F A B R I C A T I O N
A L U M I N U M
D E S I G N
C O U R T Y A R D
C H A I R
The intention of the project is to increase the utilization of an unused courtyard on Texas A&M’s main campus. With a material budget of ten 8’ x 10’ x 1/4” aluminum panels, teams of 6 create designs and fabricate prototypes for installation within the courtyard.
28
The design consists of individual lounge chairs that face one another and have an awning wrapping from one chair back to the other, creating a cyclical pod. This ensures protection from rain along with an intimate feel, while still being open to the rest of the greenery in the courtyard. A pattern of circle cutouts allows drainage and visual interest. The aluminum is scored to allow the aluminum to bend to the contour of a lounging human figure. Photos showcase a full-scale prototype of one-half of a cyclical pod located within the courtyard site. As a team project, this showcases all aspects of design-build from inspiration through construction and fabrication to a finished product. FALL 2011 | Undergraduate, Second Year [ Photo at right Perspective View installed at site ]
29
30
P R O T O T Y P E
I M AG E S
31
Depicted with team member Lisa Milks for scale, photographs show one half of proposed courtyard chair. Fabrication included CNC technology along with welding.
R E S I D E N T I A L
C L I E N T
S K I N N Y
D R I V E N
D E S I G N
D O U B L E
H O U S E
34
With lot dimensions at a very narrow 32’x36’x100’, this project has extreme site constraints as well as very specific client necessities. Two houses intertwine to form one structure to satisfy each client’s needs. The project is part of an neighborhood development, and must be designed to cohesively fit into the overall aesthetic of the neighborhood.
THE WRITER: He is a 70 year-old man;
Parameters include alleyway access at the rear for a car and garage, the building can only cover maximum 50% of the lot, must be 3 stories tall, and sustainable building techniques are to be used throughout with use of a heliodon to analyze the solar orientation.
THE SCULPTOR: A 35-year old single
she is a 65 year-old woman. He requires a library for many books, and a quiet place to write, overlooking the street. She requires a bright kitchen, connected to a garden where she grows vegetables and herbs. They are quiet people who entertain their grown-up children and their grandkids.
woman who has a studio at home. Her work is no larger than the human figure. She lives with her partner, requires a guest bedroom and employs an assistant during the day. She sometimes entertains prospective collectors in her studio.
SPRING 2012 | Undergraduate, Second Year [ Photo at right Perspective View of physical model ]
35 3-13| EXTERIOR PERSPECTIVE
FRONT VIEW FROM PARK RAMP
SKINNY DOUBLE HOUSE
36 S C U L P T O R
H O U S E
P A R T Y
W A L L
V O L U M E T R I C
D I AG R A M S
37
These diagrams emphasize the intertwining house volumes, showcasing how two homes can coexist in one structure. The sculptor’s house lies on mainly the left of the house, highlighted in yellow. The writer exists on the right of the house and is shown in gray. Both are divided by an irregular party wall, shown below in black. The final diagram represents the parts connected to form a whole, complete with rooftop courtyard negative space.
W R I T E R
H O U S E
D O U B L E
H O U S E
P E R S P E C T I V E
S E C T I O N
The sections highlight the intermediate floors as well as the twin scissor staircases in each house. Gray identifies the writer aspects of the house, those include living quarters on the first floor, a bedroom above with a laundry room one flight of stairs up, and an extensive library with large windows covering the upper floor.
38 A B
B A
P E R S P E C T I V E
S E C T I O N
Yellow highlights the sculptor’s quarters. These include first floor kitchen space, extensive second floor master suite and living space, along with a guest bedroom and gallery on the top floor.
39
C
D
D C
B D
40 1
S T
F L O O R
2
N D
F L O O R
3
R D
F L O O R
C
R O O F
6
41
B D C
6
C
A
D A
D
D
B
C
A B
B
A
6
6
3-9| FRONT FACADE
3-9| FRONT FACADE
3-11| BAC
3-10| STAIRS
3
3-10| STAIRS
42 F R O N T
F A C A D E
S C I S S O R
S T A I R
3-10| STAIRS
3-11| BACK FACADE
43
E
3-12| BACK INTERIOR N O
E N V E L O P E
3-13| EXTERIOR PERSPECTIVE B A C K
F A C A D E
SKINNY DOUBLE HOUSE
L O W
I N C O M E
4 0 K
H O U S I N G
H O U S E
Nicholtown, South Carolina has a proud heritage, they pride themselves on their sense of community and family. As proud as they are of what they have overcome as a community, there is a strong desire to move forward; to progress into a new era. This design respects the memory of the past, while moving forward towards a new Nicholtown.
44
The site is 4 Chaney Street, across the street from a new community of small homes. Straddling the street, it seems like you have one foot in two different communities; it is a clear divide between the old and the new on opposite sides of the street.
The site offers two axis: one axis follows the grid pattern of the neighborhood, while the other is from Northeast to Southwest, following the prevailing winds in summer. Respecting both axis, the house breaks from the grid and orients the main structure to take full advantage of the prevailing winds in summer. The original house faced the street to the East. The shading device follows the original roof line of the previous house and maintains the memory of the past structure from the street view. The windows highlight the circulation paths and allow the user to see through the entire building.
FALL 2014 | Graduate, First Year [ Photo at right Perspective View Rendering ]
45
2
O R I G I N A L
D E S I R E D
H O U S E
M E M O R Y
46
1
4
S I T E
R O O F
5
47
3
D U A L
A X I S
R O T A T I O N
O B J E C T
W I T H I N
M E M O R Y
frame
lightweight timber inexpensive, readily available, and low skill level needed to install. the roof structure is continuous 2x8 rafters spaced 4’ o.c. with a flitch ridge beam of two 2x8’s and a steel plate spanning 35’. $12 per 2x8x16 at typical hardware store
frame
lightweight timber inexpensive, readily available, and low skill level needed to install. exterior walls are 2x6’s spaced 2’ o.c. each wall is a separate pre-fabricated panel and mirrors of the opposite wall for easy assembly. $10 per 2x6x16 at typical hardware store
corrugated steel envelope
48
inexpensive and easy to maintain, the metal is reminiscent of the vinyl siding of the past while maintaining a contemporary look. horizontality of the corrugations contrasts with the verticality of the wooden slats. designed for a 2,67”x7/8” stainless steel corrugated panel $11.20 per 4x8 at typical hardware store
wood slat shading memory shell
timber rafters continued from the roof structure creates an intimate entry porch and dynamic shadows. framed in the shape of the original house, the shading device provides the subtle memory of the old, while integrated with the new. $12 per 2x8x16 at typical hardware store
plywood panels finishes
central core walls finished with plywood panels to create an object within an object effect and to reflect the materiality of the exposed roof rafters. inexpensive and easy to install. $25 per 4x8 panel at typical hardware store
concrete footings structure
offset 12” from the edge of the house, structural concrete footings raise the mass 1’ 6” maximum and 4” minimum off the ground, providing a floating effect and lightness to strengthen the memory concept.
49 M I N I M A L I S T F L O O R P L A N Scale: 1/2�=1’ Designed as a single person home, privacy was not a major design requirement. Three interior walls on the interior separate the program, while allowing a flexible open concept layout. The central core houses all of the wet works, reducing cost. There are no doors besides the front door, which further reduces cost.
50
NORTHEAST
SOUTHEAST
E X T E R I O R
E L E VA T I O N S
Scale: 1/16�=1’ Designed for ease of assembly and construction, the four exterior walls are two pairs of the same dimensions. The exterior cladding is corrugated steel panels, which protect the house, are inexpensive, and provide an industrial aesthetic. The house sits at an angle on the site with the wooden shade structures parallel to the street.
SOUTHWEST
51
NORTHWEST
52 I N T E R I O R
R E N D E R
Storage is open and minimal. Built in shelves in the sleeping area and food area provide the opportunity for storage, however, due to the lack of doors, occupants are required to keep their stored items clean and tidy. The core structure, which houses all the cleaning aspects for the home, is wood to contrast with the other materials of the project. This promotes the core as an object, which is further enhanced by lowering the height, so that the “interior walls� rest two feet below the ceiling. This improves heating and cooling as well as aiding the effect of the house as one complete open volume with the inner core as an object.
STREET
VIEW
53
Scale: 1/8”=1’
TRANSVERSE Scale: 1/16”=1’
SECTION
LONGITUDINAL Scale: 1/16”=1’
SECTION
M O D E L
P H O T O G R A P H S
With the roof partially removed, the interior design features are exposed. The interior core along with the built in shelving is movable, to show the flexibility of the space. The black bars represent circulation paths, which dictated the location of the windows. Once the roof is replaced in the final photograph, the skylight is visible over the sleeping area, which provides light as well as maximum privacy.
54
55
H E A L T H C A R E
NAT I O NA L B IRD O F NIGE RI A, W H E RE POPUL AT IO N WA S O NC E PLE NT I FUL, A RE NOW
I N DAN CI N G , WHI CH I S A CON SI DERED BOTH
I N TERP L AY
N ORM AL PART OF M OTOR
YEAR-ROU N D RESI DEN TS
BE T WEEN VOLUM ES TO
DEVELOP M EN T F OR CRAN ES
AN D LOCAL M I G RAN TS
CREATE I LLUSI ON O F DAN C-
AN D CAN REL I EVE TEN SI ON
ING
AN D STREN GTHEN THE
E NDA NGE RE D
PAI R BON D
A K W A
I B O M ,
C H I L D R E N ' S
58
Even though it is the eighth largest country in the world, over two-thirds of Nigeria lives in poverty. With limited development and even more limited access to proper healthcare, Nigerians have a life expectancy of only fifty-two years with a very low quality of life. The state of Akwa Ibom houses the country’s capital and as one of the more developed areas, became a prime candidate for the Thompson & Grace Medical City due to the already established infrastructure. Sub-Saharan Nigeria experiences climate extremes that weigh heavy in the overall architectural designs. Along with extreme African heat, designs must accommodate heavy rainfall during the wet season as well as power outages
N I G E R I A
H O S P I T A L that frequent Nigeria. Detailed climate research occurred along with design considerations for this particular climate. The majority of the project involved research on hospital layout, climate, and culture. The radial design was strongly influenced by the master plan, while the concept for form was the dancing Black Crowned Crane. Paired with Lisa Milks as a team project, our design utilizes the rainfall as a way to generate power for the hospital and Medical City to utilize during brown-outs. We designed the Children’s Hospital for the complex, which another partnership designed the Adult Hospital on an adjacent site.
Spring 2014
SPRING 2014 | Undergraduate, Fourth Year [ Photo at right Perspective View of illuminated model ]
59
ALLIE BECK Washington, D.C.
LISA MILKS Laredo, Texas
60 “ We aim to put not only the CHILDREN first but their FAMILIES as well. Some children spend most of their lives in a hospital, to the point it becomes a second home. We strive to make each floor a COMMUNITY, where FRIENDSHIPS form, EDUCATION continues, and their entire stay encompasses swift HEALING. For further OUTREACH beyond medical attention, we aim to educate families on a HEALTHY LIFESTYLE and PREVENTATIVE healthcare. ”
on a HEALTHY LIFESTYLE and PREVENTATIVE healthcare. ”
H20
CLINIC
61
lisam04@neo.tamu.edu Laredo, Texas
T H E
C L I E N T
A family run business, Thompson & Grace is developing a Medical City in the state of Akwa Ibom, Nigeria in order to combat the spread of disease and raise quality of life for Nigeria’s citizens.
THE CLIENT: THOMPSON & GRACE
MR. ISAAC THOMPSON AMOS PRESIDENT / CHIEF EXECUTIVE
Mr. Isaac Amos graduated from the University of Calabar in 1988 with a Bachelor of Science (B.Sc.) Degree in Medical Microbiology. He held various challenging appointments before setting up Thompson & Grace Pharmaceuticals Limited in 1993--a pioneering company that give birth to Thompson & Grace Investments Limited, Rhema Petroleum, and Bioremediation International Limited. His titles include Head, Department of Microbiology, Medical Laboratory, Ondo State Specialist Hospital, Owo (1988-1989); Head, Science Department, Yala Nkim Secondary School, Ikom, Cross River State (1989-1991) and Manager, Atemos & Sons (Nigeria) Enterprises, an agro-allied consultancy outfit (1991-1993). He also holds a Postgraduate Diploma in Health, Safety and environmental Management of the college of medicine of the University of Lagos. He is currently rounding up a Doctorate of Health Administration with the University of Phoenix, USA, and is spearheading the Thompson and Grace Medical University project.
62
MR. ANIEFIOK THOMPSON AMOS EXECUTIVE DIRECTOR FINANCE & ADMINISTRATION
Mr. Aniefiok Amos holds a Higher National Diploma (HND) of the Calabar Polytechnic in Mass Communication specializing in Public Relations and advertising. He has also worked variously as Public Relations Assistant, Peril Industries Limited, Calabar (March-August 1983), Assistant Manager (Administration and Services), Haidco Nigeria Limted, Markudi, Benue State (1983-1984), Research Assistant, Canadian Universities Services Overseas (CUSO) – Calabar Immunization (ICEM project (1987 –1989), Principal Tourism Officer in charge of marketing and promotions, Nigeria Tourism Development Corporation (1991 – October 1996). He is presently the company Executive Director, Administration and Finance. He is married with children and is also a Pastor.
“...we seek to develop a dynamic, skilled,
MR. OTOBONG THOMPSON AMOS EXECUTIVE DIRECTOR BUSINESS DEVELOPMENT
Mr. Otobong Amos is a graduate of Mathematics and Statistics of the University of Calabar. He has worked previously with Mobil Producing Nigeria Unlimited, Drilling Base, Port Harcourt, Rivers State. Constantly developing his skills and networks, he frequently participates in seminars, workshops and symposia, both at home and abroad. An erudite and prudent businessman, he is a diligent workhorse and a great asset to the organisation. Mr. Otobong Amos is married with four children.
innovative, creative, highly motivated and empowered workforce to enhance indigenous capacity building.”
MR. MFON THOMPSON AMOS DIRECTOR
Mr. Mfon Thompson Amos serves as a Management/business consultant on the board. He is responsible for client services. He is married
EMPLOYEES EXTERNAL RELATIONS COMMUNITY
T H E C L I E highly N T :motivated and
Nigeria Limted, Markudi, Benue State (1983-1984), Research AssisHe also holds a Postgraduate Diploma in Health, Safety and environtant, Canadian Universities Services Overseas (CUSO) – Calabar Immental Management of the college of medicine of the University of Hein is currently rounding up a Doctorate of Health Administramunization (ICEM project (1987 –1989), Principal Tourism Lagos. Officer tion with the University of Phoenix, USA, and is spearheading the charge of marketing and promotions, Nigeria Tourism Development Thompson and Grace Medical University project. Corporation (1991 – October 1996).
BUSINESS DEVELOPMENT
THO M P ofStheO Mr. Otobong Amos is a graduate of Mathematics and Statistics
Mr. Otobongand Amos is a graduate of Mathematics and Statistics of and the An erudite prudent businessman, he is a diligent workhorse of Calabar. He has worked previously withisMobil ProducaUniversity great asset to the organisation. Mr. Otobong Amos married with ing Nigeria Unlimited, Drilling Base, Port Harcourt, Rivers State. Confour children. stantly developing his skills and networks, he frequently participates in seminars, workshops and symposia, both at home and abroad.
N & GRACE
T H“...we E Cseek L I toE develNempowered T:
M R . and ANIEFIOK THOMPSON AMOS He is presently the company Executive Director, Administration UniversityE XofECalabar. previously with Mobil ProducC U T I VHe E has D I Rworked ECTO R Finance. He is married with children and is also a Pastor.
FIN A N C E Drilling & A DBase, M I NPort I S THarcourt, R A T I ORivers N State. Coning Nigeria Unlimited, T heHfrequently ODiploma Mparticipates P(HND)Sof O N stantly developing skillsholds and networks, Mr. AniefiokhisAmos a Higher National the Calabar in Mass Communication specializing in Public RelaM R . I S A A C T H O M P S O inN seminars, AM O Polytechnic S and symposia, both worked at homevariously and abroad. tionsworkshops and advertising. He has also as Public Rela-
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P R E S I D E N T / C H I E F E X E C U T I V E tions
work-
An erudite and prudent businessman, he is a diligent workhorse and a great asset to the organisation. Mr. Otobong Amos is married with four children.
T Hinnovative, E C L I creative, E Nforce T : to enhance
Assistant, Peril Industries Limited, Calabar (March-August
M R . O T O B O N G T H O M P S O N A M1983), O S Assistant Manager (Administration and Services), Haidco Mr.Isaac Isaac Amos Amos graduated fromfrom the University of Calabar 1988 with Mr. graduated the University of inCalabar in Nigeria Limted, Markudi, BenueTState (1983-1984), OM PResearch SandOAssisN erudite and prudent businessman, he isH a diligent workhorse E X E C U T I V Ea Bachelor D I R E CofTScience O R (B.Sc.) Degree in An Medical Microbiology. He tant, Canadian Universities Services Overseas (CUSO) – Calabar Im1988 with a Bachelor of Science (B.Sc.) Degree in Medical held setting up Thompson & project Mr. munization (ICEM (1987 –1989),Amos Principal Tourism Officer in M .V EI S A PAM C ETNappointments HT O M P Sbefore O aNgreat AM OS B U S I N E S SMicrobiology. DR Evarious L challenging O asset to the organisation. Otobong is married with He held various challengingcharge appointments Grace Pharmaceuticals company that of marketing and promotions, Nigeria Tourism Development P R E S I D E N T / C Limited H I E F inE 1993--a X E C U Tpioneering IVE give birth to Thompson & Grace Investments Rhema Petrobefore setting up Thompson & Grace Pharmaceuticals Corporation (1991 – October 1996). fourLimited, children.
MR. MFON THOMPSON AMOS
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FOUNDI DOCTOR
building.” M R . E K E empowered M I N I T H O M P S O NworkAMOS
Mr.Medical Otobong Amos is a graduate of Mathematics and Statistics of the His titlesholds include Head, Department of in Microbiology, LaboraHe also a Postgraduate Diploma Health, Safety and environofSCalabar. He has worked previously with Mobil Productory, Owo (1988-1989); Head, M ROndo . Management AState N I ESpecialist F ofI OtheKHospital, THO M P S OofNUniversity M OScience mental college of medicine theA University of ing Nigeria Unlimited, Drilling Base, Port Harcourt, Rivers State. ConDepartment, Yala Nkim Secondary School, Ikom, Cross River State Lagos. AdministraE X E CHe U Tis Icurrently V E D I Rrounding E C T Oup R a Doctorate of Health stantly developing (1989-1991) Manager,ofAtemos & Sons Enterprises, an his skills and networks, he frequently participates tion with theand University Phoenix, USA, (Nigeria) and is spearheading the F I N A N Cand E & ADM I N I(1991-1993). STRATION in seminars, workshops and symposia, both at home and abroad. agro-allied consultancy outfit Thompson Grace Medical University project.
EMPLOYEES force to enhance M R . M F O N T H O M PS O N A M O S DIRECTOR indigenous capacity EMPLOYEES EXTERNAL RELATIONS EXTERNAL RELATIONSbuilding.” COMMUNITY COMMUNITY TECHNOLOGY “...we seek to devel-TECHNOLOGY EMPLOYEES ETHICS EXTERNAL RELATIONS op a dynamic, skilled, ETHICS ENVIRONMENT COMMUNITY “...we seek to develinnovative, creative, TECHNOLOGY ENVIRONMENT op a dynamic, skilled, ETHICS highly motivated and
MR. MFON THOMPSON AMOS
Mr. Mfon Thompson Amos serves as a Management/business consultant on the board. He is responsible for client services. He is married with children.
Mr. Ekemini Thompson Amos holds two Bachelors of science degrees in Botany of ICalabar, Nigeria) M R . E(University KEMIN THO M P SandO Mechanical N A M OEngineerS ing (University of Bolton, UK). He is an alumni of the London Business D I R School, E C T Oand R an associate member of the Institution of Mechanical Engineers (IMechE). An erudite and prudent businessman, he is a P R O J Eand C TaSman AN T E Cwho H NisI able C A Lto lead SER I C E S on emvisionary of Daction, byVspurring ployees of the company to achieve beyond what they thought possible. Ekemini Thompson Amos holds two Bachelors of science degrees Mr. Mr. Ekemini Thompson Amos holds two Bachelors of in Botany (University of Calabar, Nigeria) and Mechanical EngineerIn roledegrees of Director, Projects andisTechnical Services, he Nigeria) has Busioverscience in Botany (University of Calabar, inghis (University of Bolton, UK). He an alumni of the London seen the development and execution projectsoffor and on ness School, and an associate memberofofvarious the Institution Mechanibehalf of the company. and Mechanical Engineering (University of Bolton,heUK). cal Engineers (IMechE). An erudite and prudent businessman, is a visionary andalumni a man ofof action, is able to lead by spurring emHe is an the who London Business School,on and ployees of the company to achieve beyond what they thought possible. an associate member of the Institution of Mechanical
Engineers In his role of(IMechE). Director, Projects and Technical Services, he has overseen the development and execution of various projects for and on behalf of the company.
In his role of Director, Projects and Technical Services, he has overseen the development and execution of various projects for and on behalf of the company.
“...we seek to devel- ENVIRONMENT F O U N D I Nop G Ca H Adynamic, I R O F K D N C skilled, and D O C T O R highly O F H E A L motivated RE ADMIN ISTRATION forceT HtoC Aenhance innovative, Kenya ON N SA M O S M A Cnative H A RMacharia I A W AWaruingi, RUINGI, M.D. M R . E K EM MRI .N OI TTOHB O MGP TSHOONM PASMO O empoweredcreative, workM.D., Doctor of Health Care Adindigenous capacity F O U N D I N G(DHA) C H A I’08, R O sees F K DaN C ministration DIRECTOR EXECUTIVE DIRECTOR M ACstark , RME .ADD.M I N I S T R A T I O N BUSINESS DEVELOPMENT DHOAC R Tcontrast OI A R OWA Fbetween HRU E A IL N Tthe HGCIA cuthighly motivated and PROJECTS AND TECHNICAL SERVICES force to enhance ting-edge health care innovations building.” in first-world countries and theM.D., Doctor of Health F O U N D I N G C H A I R O F K D N C Kenya native Macharia Waruingi, Mr. Otobong Amos is a graduate of Mathematics M R . E K and EMINI THOMPSON AMOS primitive facilities found in develMr. Ekemini Thompson Amos two Bachelors of science degrees empowered workCare Administration (DHA) ’08, sees a stark contrast Statistics of holds the University of Calabar. He has worked oping nations. D I R E C T O R in Botany (University of Calabar, Nigeria) and Mechanical Engineerindigenous Dcapacity O C Tbetween O R O F the H E Acutting-edge LT H C A R E health A D M I Ncare I S T Rinnovations AT I O N in with Mobil Producing Unlimited, ing (University ofpreviously Bolton, UK). He is an alumni of the Nigeria London P R OBusiJECTS AND TECHNICAL SERVICES “I was troubled by that fact,” says ness School, andDrilling an associate of the Institution of Mechanifirst-world countries andthe thetechprimitive facilities found in Base, member Por t Harcour t, Rivers State. Constantly Dr. Waruingi. “Despite force to enhance cal Engineers (IMechE). An erudite and prudent businessman, he is a nological advances that exist nations. developing networks, heon frequently building.”developing visionary and a man of action, his who skills is ableand to lead by spurring emEMPLOYEES today, people are still dying Kenya in native Macharia Waruingi, M . M O Tbeyond HOM PSO NMthought A.Msymposia, OKS ployees of the company to F achieve what they possiparRticipates in Nseminars, workshops and both R E E M I N I T H O M PS O N A M O S poorer countries from illnesses ble. indigenousRELATIONS capacity D R E C Tand O R abroad. M.D.,Dr.Doctor of Health Care Ad“I was by in that fact,” Waruingi. “Despite atI home that aretroubled eradicated much of says the EXTERNAL world.” Using hisadvances expertise inexist today, the technological thatministration are a (DHA)people ’08, sees In his role of Director, Projects and Technical Services, D I RheEfor Chas T and OoverR on medicine and health administraseen the development and execution of various projects still in poorer from illnesses thatthearecutAn erudite and prudent businessman, he is a diligent COMMUNITY tion, dying Dr. Waruingi is oncountries a mission stark contrast between building.” behalf of the company. to investigate what he calls the EMPLOYEES P R O J E C T S A N D T E C H N I C A L S E R V I C E S eradicated in much of the world.” Usinghealth his exper tise in workhorse ting-edge care innovations M R . M Fand O Na great T H Oasset M PtoS the O Norganisation. AMOS failure of global health care TECHNOLOGY medicine and organization, health administration, Dr. Waruingi through his Kenya DIRECTOR in first-world countriesis on and athe EXTERNAL RELATIONS Development Network & Consormission to investigate what he primitive calls thefacilities failurefound of global Mr. Otobong Amos is married with four children. in develtium (KDNC). Mr. Ekemini Thompson Amos holds two Bachelors of science COMMUNITY degreesETHICS health care through his organization, Kenya Development oping nations. in Botany (University of Calabar, Nigeria) and MechanicalENVIRONMENT EngineerNetwork & Consor tium (KDNC). EMPLOYEES MR. MFON THOMPSON AMOS ing (University of Bolton, UK). He is an alumni of the London BusiTECHNOLOGY DIRECTOR “I was troubled by that fact,” says RELATIONS ness School, and an associate member of the EXTERNAL Institution of MechaniDr. Waruingi. “Despite the techcal Engineers (IMechE). An erudite and prudent businessman,COMMUNITY he is ETHICS a nological advances that exist visionary and a man of action, who is able to lead by spurring on emENVIRONMENT today, people are still dying in M Awhat C Hthey A Rthought I ATECHNOLOGY W ARUINGI, M.D. ployees of the company to achieve beyond possipoorer countries from illnesses FOUNDING CHAIR OF KDNC ble. that are eradicated in much of the D O C T O R O F H E A L TETHICS HCARE ADMINISTRATION He is presently the company Executive Director, Administration and Mr. Otobong Amos is a graduate of Mathematics Statistics of the Finance. He is also and Pastor. M R. O Omarried B O He Nwith Ghaschildren Tworked H Oand M Pis S O aN M OProducS University ofTCalabar. previously with A Mobil ingX Nigeria E E C U TUnlimited, I V E D I Drilling R E C TBase, O R Port Harcourt, Rivers State. Constantly developing his skills and networks, he frequently participates BUSINESS DEVELOPMENT in seminars, workshops and symposia, both at home and abroad.
creative, M A C H A Rinnovative, I A WA RU I N G I work, M.D. empowered
Mr. Otobongand Amos is a graduate of Mathematics and Statistics of and the An erudite prudent businessman, he is a diligent workhorse of Calabar. He has worked previously withisMobil ProducaUniversity great asset to the organisation. Mr. Otobong Amos married with ing Nigeria Unlimited, Drilling Base, Port Harcourt, Rivers State. Confour children. stantly developing his skills and networks, he frequently participates in seminars, workshops and symposia, both at home and abroad.
Kenya native Macharia Waruingi, M.D., Doctor of Health Care Administration (DHA) ’08, sees a stark contrast between the cutting-edge health care innovations in first-world countries and the primitive facilities found in developing nations.
Mr. Otobongand Amos is a graduate of Mathematics and Statistics of and the An erudite prudent businessman, he is a diligent workhorse of Calabar. He has worked previously withisMobil ProducaUniversity great asset to the organisation. Mr. Otobong Amos married with ing Nigeria Unlimited, Drilling Base, Port Harcourt, Rivers State. Confour children. stantly developing his skills and networks, he frequently participates in seminars, workshops and symposia, both at home and abroad. Mr. Ekemini Thompson Amos holds two Bachelors of science degrees in Botany (University of Calabar, Nigeria) and Mechanical EngineerAn erudite and prudent businessman, he is a diligent workhorse and ing (University of Bolton, UK). He is an alumni of the London Busia great asset to the organisation. Mr. Otobong Amos is married with ness School, and an associate member of the Institution of Mechanifour children. cal Engineers (IMechE). An erudite and prudent businessman, he is a visionary and a man of action, who is able to lead by spurring on employees of the company to achieve beyond what they thought possiMr. Mfon Thompson Amos serves as a Management/business consulble. tant on the board. He is responsible for client services. He is married In his role of Director, Projects and Technical Services, he has overwith children. seen the development and execution of various projects for and on behalf of the company.
“I was troubled by that fact,” says Dr. Waruingi. “Despite the technological advances that exist today, people are still dying in poorer countries from illnesses that are eradicated in much of the world.” Using his expertise in medicine and health administration, Dr. Waruingi is on a mission to investigate what he calls the failure of global health care through his organization, Kenya Development Network & Consortium (KDNC).
Mr. Mfon Thompson Amos serves as a Management/business consultant on the board. He is responsible for client services. He is married with children.
Mr. Mfon Thompson Amos serves as a Management/business consultant on the board. He is responsible for client services. He is married with children.
world.” Using his expertise in
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h tt p://w w w .t h o m ps o na nd g ra c e .co m / i nd ex.ph p/ bo a rd - o f - d i re c t o rs
MACHA
FOUNDI DOCTOR
63
An erudite andCalprudent businessman, he is a diligent workhorse and He holdsAmos a Postgraduate Diploma in Health, Safety and Mr. also Aniefiok holds a Higher National Diploma (HND) of environthe great to of the organisation. Mr. Otobong Amos is married with M RPolytechnic . Management A N I EinFMass I OtheCommunication K college THO P S OofNathe AUniversity Masset O SRelamental of of M medicine abar specializing in Public fouraschildren. Lagos. rounding up Doctorate of Health Administrations variously Public RelaE X Eand CHe U advertising. Tis Icurrently V E D I RHe E has C T Oalso R aworked tion the University of Phoenix, USA, and is spearheading the tionswith Peril Industries I N AAssistant, N Cand E & A DMedical M I N I University S T RLimited, A T Iproject. O NCalabar (March-August D I R E C T O R FThompson Grace 1983), Assistant Manager (Administration and Services), Haidco Nigeria Limted, Markudi, Benue State (1983-1984), Research AssisMr. Aniefiok Amos aNational Higher National Diploma Mr. Amos holds aholds Higher Diploma (HND) of the Caltant,Aniefiok Canadian Universities Services Calabar ImM RAmos . of A serves N FMass I Oa Communication K T H OOverseas MPrincipal PMass S (CUSO) O Communication NTourism A– Public M O SRelaMr. Mfon Thompson as Management/business consulabar Polytechnic inproject specializing in munization (ICEM (1987 –1989), in Officer in (HND) theI E Calabar Polytechnic tions and advertising. He has also worked variously as Development Public Relatant on the board.E He is responsible for client services. He is married X E C U T I V E D I R E C T O R charge of marketing and promotions, Nigeria Tourism specializing in Public RelationsLimited, and adver tising. Industries Corporation –AOctober with children. tions F I N AAssistant, N C E(1991 & Peril DM I N 1996). I S T R A T I O NCalabar (March-August 1983), Assistant Manager (Administration and Services), Haidco Nigeria Limted, Markudi, Benue State (1983-1984), Research AssisHe is is presently the company Executive Director, Administration and He presently the company Executive Director, Mr. Amos holds a Higher National Diploma (HND) ofM theFCaltant,Aniefiok Canadian (CUSO) ImR– .Calabar ON THOMPSON AMOS Finance. He is Universities married withServices children Overseas and is also aM Pastor. Administration Finance. abar Polytechnic Mass Communication specializing in Public Relamunization (ICEMinand project (1987 –1989), Principal Tourism Officer D I as R EPublic C T ORelaR in tions He has also worked variously chargeand of advertising. marketing and promotions, Nigeria Tourism Development tions Assistant, Peril Industries Limited, Calabar (March-August Corporation (1991with – October 1996). He is married children and is also a Pastor. 1983), Assistant Manager (Administration and Services), Haidco Amos serves as a Management/business consulMr. Mfon Thompson Nigeria Limted, the Markudi, Benue State (1983-1984), Research Assistant on the board. He is presently company Executive Director, Administration and He is responsible for client services. He is married tant, Canadian Universities Services Overseas (CUSO) – Calabar Imwith children. Finance. He is married with children and is also a Pastor. M R . O (ICEM T O Bproject O N G(1987 TH O M Principal P S O NTourism A M Officer O S in munization –1989), charge Nigeria Tourism Development E X E C ofU Tmarketing I V E D Iand R E promotions, CTOR Corporation B U S I N E S(1991 S D– EOctober V E L O1996). PMENT
DIRECTOR PROJECTS AND TECHNICAL SERVICES
A l z h e i m e r ’s I n fl u e n z a & P n e u m o n i a
3% 3%
Diabetes Mellitus Accidents
U N I T E D
S T A T E S
Chronic Lower Respiratory Diseases
Top 10 Causes of Death To better understand the needs of an African hospital, we compared the leading causes of death and disease in Nigeria to the United States. What we found in Nigeria, is that most deaths come from curable, or at least easily preventable, diseases.
T
Cerebrovascular Diseases
1 3% 2
Cerebrovascular Diseases
Other
19%
7%
5%
Malig Tu
5% 7%
TOP 1 0 C AUSES O F D EAT H 29%
NIGERIA:
23%
Cardiovascular Disease
C AU SE S O M F aDl i Eg AT H CO M PARI SO N C H AR T nant
Nephritis
Septicemia
A l z h e i m e r ’s I n fl u e n z a & P n e u m o n i a
3% 3% C AUSES OF DEAT H CO M PA R I S O N C H A R T N IGE RIA:D i a b e t e s M e l l i t u s Accidents
Chronic Lower Respiratory Diseases
64
Cerebrovascular Diseases
1 3% 2
19%
Lower Respiratory Infections
Road Injuries
Protein-Energy Malnutrition
5%
Lower Respiratory Infections
7% Road Injuries
23%
19
TO P 1 0 C AU SE S O F D E AT H
Meningitis
4%
3%
20% HIV
2% 3%
5% 3%
5%
Meningitis
Maleria
19%
29%
HIV D ISEASE PRE VENTION: Diarrheal Diseases
5%
Tuberculosis
9%
Diarrheal Disea
Stroke
Cardiovascular D i s e a s e 27%
9%
Malignant Tumors
T
Pro
Other
5%
P R E V E N T A T I V E DISE ASE P R E VENTI ON:
TO
Tumors
Other
3%
Cancer
M E A S U R E S
E AT A N D D R I N K S A F E LY
G E T VA C C I N AT E D
K E E P AWAY F R O M
TOP 10 C AUSES O F D EAT H E AT A N D D R I N K S A F E LY
G E T VA C C I N AT E D
Protein-Energy Malnutrition
E PU CAEW EAXY PFORSOUMR EA TNOI MGAELRSM S RK E D
T AAKVEOAI D N TSI HMAARLIANRGI ABLO M D IELDY S FLUIDS
AV O I D N O N - S T E R I L OR COSMETIC EQ
I n fl u e n z a & P n e u m o n i a
3% 3%
Diabetes Mellitus Accidents
1 3% 2
7%
19%
29% 23%
5%
o n i cE R N CIh rG Lower R e s p i r a t o r y 5% Diseases
I A
Cardiovascular Disease
Malignant Tumors
Top 10 Causes of Death C ecomparison r e b r o - 7% lead us to the decision that we not only had to focus This vascular i s e a s ethe s sick with our hospital, but we needed to promote ways on Dcuring to prevent sickness and promote healthier lifestyles, as we declare in our 29% C a r d i o v a s c u l a r mission statement N IGE RIA on : the previous page. Disease 23%
TOP 10 C AUSES O F D EAT H
C AUSES OF D E AT H CO M PA R I S O N C H A R T Malignant Tumors
TO P 1 0 C AU SE S O F D E AT H
Protein-Energy Malnutrition
Lower Respiratory Infections
RT
C C I N AT E D
Cerebrovascular Diseases
Other
4%
Protein-Energy Malnutrition Lower Respiratory Infections
M a l e r i a4%
20%
Maleria
20% 19%
TO P 1 0 C AUS E S O F D E AT H
19%
Road Injuries
Protein-Energy Malnutrition
4%
Lower Respiratory Infections
Road Injuries Meningitis
Road 19% Injuries
5%
Meningitis
20%
2% 3%
5%
HIV
9%
Tuberculosis
D i a r r h 3% eal Diseases Cancer
E AT A N D D R I N K S A F E LY
E XFPROOSMU RAEN TI M O AGLESR M S KR E EE PD UACWEA Y
Diarrheal Diseases
5%
Tuberculosis Stroke
Tuberculosis Stroke
27% Other
3%
Cancer
27%
HIV DISE ASE PR E VENTI ON:27% O5% ther 5% Diarrheal Diseases
9%
Stroke
9%
2% 3%
3%
HIV
3%
3%
5%
Meningitis
Maleria
2% 3%
Other
3%
Cancer
G E T VA C C I N AT E D
I LSY T A KAEV AONI DT I SMHAAL RAIRNI G A LB O MD ED FLUIDS
K E E P AWAY F R O M A N I M A L S
TA K E A N T I M A L A R I A L M E D S
AV O I D N O N - S T E R I L E M E D I C A L OR COSMETIC EQUIPMENT
PREVENT BUG BITES
http://wwwnc.cdc.gov/travel/destinations/traveler/none/nigeria http://www.cdc.gov/globalhealth/countries/nigeria/why/default.htm http://viz.healthmetricsandevaluation.org/gbd-compare/
65
T
A l z h e i m e r ’s
TH TE H EC O CN O
B L BA LCAK C C K RCORWONWE
TH TH E EC O CO NC NE CP ET PT B L BA LCAK C K C RCORWONWENDE D C RCARNAEN E
A LL CA R LL A NES CRAN ENES GAGE EN GAGE I N DA N I NC IDA N G,NCIN WHG, ICHWH ISICH A IS A
66
N AT I ONNAT A LI OBNI RADL O BF IRN DIG OEF RNI A I G, ER I A ,
A, IGER I A,
N WA S
WE N OW
W H E RW E HPOP E R EU LPOP AT IU OLNAT WA I OSN WA S O N C E OPNLCEEN TPILFEUNL,T IAFRUEL , NAOW R E N OW
CO N S ICO D ENRSED I D ER B OT E DH B OT H
N O R MN AO L RPA M ART L PART O F M OTO OF M R OTO R
Y EA R -YRO E AURN- RO D RUES N DI DREES N TS I D EN TS
D E V E LOP D EVM ELOPM EN T FEN O RT CRAN F O R ES CRAN ES
A N D LO A NCDA LLOMCI G AR L AMNI TS G R A N TS
A N D CAANND RCELIEV A N RELIEV E TENES IO TEN N S IO N A N D ST A NRDE NGTH STREN EN GTH THEN E TH E
E N DA N EG NE DA R ENDG E R ED
PA I R BO PAIR N D BO N D
A LL CARLL ANC ES R AENNES G AG EN E G AG E CO N S CO I D ENRSEI D EBROT E DH B OT H Y E A R -YROU E A RN- RO D RUES N DI DREES N TS I D E N TS A N D LO A NCDA LLOMCI A G LR AMNI G TS R A N TS
I NTDAH INNCE DA I N GN, CW I NHGI CO , HW H IN SI CAHCI S E A C N O R MNAOL RPA M ART L PA O FRT M OTO OF M R OTO R
P T
I N T ERIP NLTAY ER P L AY B E T WB EEN E T WVO EEN LU M VO ES LUTO M ES TO
Crowned the national bird of Nigeria, was once plentiful D E VThe E LOP D EBlack VM E LOP EN T MFEONRT CCrane, FROARN C ES RAN ES C R EATCER EAT I LLUS E I LLUS O N OIFO N DAONFC DA - NCin the region, however it is now endangered. It is considered both a yearA N D CAANND RCEALINERVEELITEV ENES ITOENN S I O N ING ING round resident and a local migrant, similar to the diverse population of a hospital. All cranes engage in dancing, which strengthens relationships, PA I R B PA O INRDB O N D increases motor skills, and relieves tension. The concept creates interplay between volumes to create the illusion of dancing.
A N D ST A NRDE NST GT RHE E NN GTTHHEEN T H E
BE
CREA
67
PAIR BON D
Spring 2014
T H E
S I T E
The Thompson & Grace Medical City already has an extensive master plan, with wedge-shaped areas blocked out for future general & children’s hospitals.The area has a strong shape and curve, which dictated much of the overall design on the project in order to blend with the existing medical city.
THE SITE THE SITE
S I T E A N A LY S I S
68
PARKING GARAGE PARKING GARAGE GENERAL HOSPITAL GENERAL HOSPITAL IN-PATIENT Tower 2
IN-PATIENT
HELICOPTER HELICOPPAD TER PAD ENTRANCE LOBBY & PLAZA ENTRANCE LOBBY & PLAZA
Tower 2
IN-PATIENT Tower 1
IN-PATIENT
COMMUNITY TOWER COMMUNITY TOWER
ADMINISTRATION / DIAGNOSTIC & TREATMENT ADMINISTRATION / DIAGNOSTIC & TREATMENT
Tower 1
AMBULANCE DROP-OFF AMBULANCE
SKYWALK TO GARAGE SKYWALK TO GARAGE
ROOFTOP GARDEN ROOFTOP
DROP-OFF
GARDEN
RESEARCH & RESEARCH STORAGE & STORAGE
TRANQUILITY PLAZA TRANQUILITY PLAZA
PATIENT DROP-OFF AMBULANCE DROP-OFF PATIENT DROP-OFF AMBULANCE DROP-OFF VISITOR PARKING VISITOR PARKING
LEMON GRASS Cymbopogon Citratus
CROTON Codiaedum Variegatum HIBISCUS
LANDSCAPE DRAINING SYSTEM Underground drains remove water quickly from the surface and deposit it into a cistern; helps min-
LEMON GRASS Cymbopogon Citratus
CROTON Codiaedum Variegatum
LEMON GRASS Cymbopogon Citratus CALADIUM BICOLOR Ornamental Gratissimum
CROTON Codiaedum Variegatum HIBISCUS Bibiscus rosa-sinesis HIBISCUS Bibiscus rosa-sinesis TULIPA Tulipa Gesneriana L. cv.
CALADIUM BICOLOR Ornamental Gratissimum AIR PLANT Bryophyllum pinnatum AIR PLANT Bryophyllum pinnatum DUMBCANE Dieffenbachia seguine
TULIPA Tulipa Gesneriana L. cv. BIRD OF PARADISE Strelitizia Reginae
DUMBCANE Dieffenbachia seguine BANANA TREE Musa Sapientum
BIRD OF PARADISE Strelitizia Reginae CREEPING FOXGLOVE Asytasia gangetica
BANANA TREE Musa Sapientum HUMBLE PLANT Mimosa Pudica
CREEPING FOXGLOVE Asytasia gangetica TEA BUSH Ocimumgratissimum
HUMBLE PLANT Mimosa Pudica
69
TEA BUSH Ocimumgratissimum
LANDSCAPE DRAINING SYSTEM Underground drains remove water quickly from the surface and deposit LANDSCAPE DRAINING SYSTEM it into a cistern; helps minimize Underground drains remove water flooding and erosion quickly from the surface and deposit it into a cistern; helps minimize flooding and erosion
HILLSIDE SHRUBS
LOOSE GRAVEL PATHS Drains water quickly and limits the heat gain associated with expanses LOOSE GRAVEL PATHS of asphalt and aesthetically Drains water quickly and limits the pleasing heat gain associated with expanses of asphalt and aesthetically pleasing
O U T D O O R
Roots from the shrubs hold soil in place to helpSHRUBS minimize erosion due HILLSIDE to the soil conditions and immense Roots from the shrubs hold soil in amounts of rainfall place to help minimize erosion due to the soil conditions and immense amounts of rainfall
E X P E R I E N C E
The landscape reflects local plant life with pleasing colors and aromas in order to provide an outdoor escape for visitors and patients. Due to the heavy amount of rainfall, erosion and drainage are a major issue. Underground drains, loose gravel paths, and hillside shrubs are implemented to combat these issues.
PHASE 1 : 200 BED
SF
INPATIENT NURSING UNITS General Medical Unit General Surgical Unit #1 General Surgical Unit #2 General Surgical Unit #3 B one M ar row Transplant Unit PICU Progressive Care Unit Neonatal ICU Neonatal ICU
CES
15,000 15,000 15,000 15,000 3,000 12,000 12,000 9,000 6,750
SM 1,394 1,394 1,394 1,394 279 1,115 1,115 836 627
ADMINISTRATIVE / PUBLIC SERVICES Administrative Suite Admissions C a s e W o r k / A d m i s s i o n s O ffi c e Education Accommodations for Family I n f o r m a t i o n Te c h n o l o g y Lobby Area Medical Library Medical Records RMO On-call Rooms Social Work Spiritual Area #1 Spiritual Area #2
70
3,400 2,600 200 4,334 20,000 1,000 2,000 800 3,000 550 264 264 264
316 242 19 403 1,858 93 186 74 279 51 25 25 25
3,600 12,000 2,400 1,400 2,000 400 3,000
334 1,115 223 130 186 37 789
SUPPORT SERVICES Central Sterile Processing Dietary Services Engineer ing / Facilities Environmental Services Laundry Mortuary Pharmacy - Inpatient
RESEARCH Clinical Research Rooms Research Wing
2,700 1,400
251 130
2,700 2,700 2,700 5,400
251 251 251 502
CLINICS Asthma / Respiratory Clinic Endocrine / Diabetes Clinic Allergy Clinic General Clinic
DIAGNOSTIC & TREATMENT Imaging / Radiology Interventional Suite Pathology Laboratory Pre-Admission Unit Rehabilitation Services Renal Dialysis Urgent Care / Emergency
12,000 30,750 8,000 1,800 4,000 3,600 2,900
1,115 2,857 743 167 712 334 269
TOTAL
200 BED
In-patient Nursing Units Administrative / Public Services Support Services Research Clinics Diagnostic & Treatment To t a l
SF
SM
102,750 38,676 24,800 15,000 4,100 63,050 316,000
9,546 3,593 2,304 1,394 381 5,858 29,357
162,000
15,050
PARKING 1,000
9 ’ X 1 8 ’ PA R K I N G S P O T S
400 BED
SF
202,500 51,850 47,500 7,300 3,000 22,500 558,590
SM 18,813 4,817 4,413 678 279 2,090 51,895
DIAGNOSTIC & TREATMENT Imaging / Radiology Interventional Suite Pathology Laboratory Pre-Admission Unit Rehabilitation Services Renal Dialysis Urgent Care / Emergency
12,000 30,750 8,000 1,800 4,000 3,600 2,900
1,115 2,857 743 167 712 334 269
ELEVATOR & ROOF SYSTEMS
INPATIENT
NURSING UNITS INPATIENT
NURSING
Research Clinics Diagnostic & Treatment To t a l
15,000 4,100 63,050 316,000
1,394 381 5,858 29,357
162,000
15,050
7,300 3,000 22,500 558,590
678 279 2,090 51,895
PARKING 1,000
9 ’ X 1 8 ’ PA R K I N G S P O T S
ELEVATOR & ROOF SYSTEMS ELEVATOR & ROOF SYSTEMS
INPATIENT INPATIENT COMMUNITY NURSING TOWERUNITS INPATIENT INPATIENT COMMUNITY NURSING TOWERUNITS INPATIENT INPATIENT COMMUNITY NURSINGSKYWALKRESEARCH SUPPORT TOWERUNITS
PARKING UNITS GARAGE INPATIENT PARKING NURSING GARAGE UNITS PARKING SKYWALK TO LOBBY LOBBY ADMINISTRATION CLINICS LOBBY EMERGENCY / DIAGNOSTIC & TREATMENT GARAGE
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ELEVATOR & ROOF SYSTEMS
P R O G R A M S TA C K I N G D I A G R A M
Program courtesy of HKS Architects
T H E
P R O G R A M
This project required extensive programming prior to the design. A standard space program with suggested square footages by HKS provided a starting point while research and interviews provided a more holistic view of the inter-workings and space connections required for a hospital. Measurements are shown in both U.S. Standard and Metric throughout the project to aid in the clients’ understanding.
UP
72 UP
6m
12m
18m
N
UP
12m
18m
N
73
6m
P H A S I N G Phase 1 is the construction of in-patient towers with doors between adjoining rooms making a family and child suite. Phase 2 seals the doors, creating two patient rooms once there is a need for the maximum 400 bed capacity. This allows minimal disruption to hospital activities.
6’6” 1.9 8m
1’ 6 ” 0 .46 m
8’ 0 ” 2 .44m
Re nd e r Vi e w
74
Pul l - Out Couch
55 S F 5.1 S M P a ti e nt B e d
Patie nt B e d
2 1’ 6 ” 6 .5 5 m
2 4 ’6” 7.4 7 m
Family Sl e e ping A djoining Family S uite Door
P a ti e nt B e d
Ad jo i ni ng Do o r S e a le d
30 0 S F 2 7.9 S M
3’ 0 ” 0 .91m 1 6’0” 4 .88m
7 ’6” 2 .2 9 m
5’0” 1.52m
3’ 6 ” 1. 0 7 m
T H E
P A T I E N T
R O O M
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Room color varies depending on the coordinating nursing station. The rooms are also big enough to be double patient rooms if an emergency were to occur and extra room is needed.
*Room color varies depending on coordinating nursing station
THE SECTIONS
13 F 168' - 0"
12 F 154' - 0"
11 F 140' - 0"
10 F 126' - 0"
9F 112' - 0"
8F 98' - 0"
7F 84' - 0"
6F 70' - 0"
5F 56' - 0"
4F 42' - 0"
3F 28' - 0"
2F 14' - 0"
1F 0' - 0"
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LONGITUDINAL NURSING UNIT SEC TION
L O N G I T U D I N A L
N U R S I N G
U N I T
S E C T I O N
NTS
TRANSVERSE NURSING UNIT SECTION
5m
10 m
15 m
16.40’
32.81’
49.21’
7F 84' - 0"
6F 70' - 0"
5F 56' - 0"
4F 42' - 0"
3F 28' - 0"
2F 14' - 0"
1F 0' - 0"
TRANSVERSE NURSING UNIT SECTION
T R A N S V E R S E
N U R S I N G
U N I T
5m
10 m
15 m
16.40’
32.81’
49.21’
S E C T I O N NTS
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LONGITUDINAL NURSING UNIT SEC TION
SHADING FINS CON
CON
STR
UCT
ION
MET
HOD
AXO
SHADING FINS
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COLORFUL FINS PROVIDE INTRIGUE FOR CHILDREN, SHADE FROM THE HARSH SUN, AND CREATE BUILDING TEXTURE
INNOVATION CONVERT MECHANICAL ENERGY FROM RAINDROPS INTO ELECTRICITY TO BE USED DURING BROWN-OUTS AND INCREASE SUSTAINABILITY
NOM
STR
COLORFUL FINS PROVIDE GRENOBLE, FRANCE ION INTRIGUE M E T FOR CEA/LETI-MINATEC H OD CHILDREN, AXO NOM SHADE FROM ETR THE HARSH SUN, 10 I Ccm STRIP OF AND CREATE POLYVINYLIDENE BUILDING FLUORIDE TO RED E TA I L WA L L TEXTURE COVER THE S E CVIBRATION
UCT
IC SHADING FINS COLORFUL FINS INNOVATION PROVIDE INTRIGUE FOR CASE CHILDREN, CONVERT MECHANICAL STUDY SHADE FROM ETR
3 CASE STUDY 2
ENERGY THE FROM RAIN-SUN, HARSH
GRENOBLE, FRANCE AND CREATE DROPS INTO ELECTRICITY CEA/LETI-MINATEC BUILDING
THE RENDERS
TO BE USED TEXTURE DURING 10 cm STRIP OFAND INBROWN-OUTS
CASE STUDY
TION ENERGY FROM A FALLING RAINDROP GRENOBLE, FRANCE CEA/LETI-MINATEC
METHOD FINDINGS A PIEZOELECTRIC 10 cm STRIPMATEOF RIAL, POLYVINYLIDENE POLYVINYLIDENE POSSIBLE FLUORIDE TO REFLUORIDE (PVDF) WAS
12 MILLIWATTS COVER THE VIBRA-
USEDTION TO CAPTURE RAINGENERATED ENERGY FROM FROM
A
R
F
US
2 EN
1m 3.28’
6
M
AW R OU
PV
DRF US MA
V EN T
POLYVINYLIDENE FLUORIDE TO RECOVER THE VIBRATION ENERGY FROM CONVERT A FALLINGMECHANICAL RAINDROPFROM RAINENERGY
“LARGE DROPS’ MECHANICAL A ONE FALLING RAINDOWNPOUR DROP DROP” ENERGY. PIEZOELECTRIC
TH H E W
MATERIALS PRODUCE
OU
WHEN ACTED ON BY AN
DR LO MA
DROPS INTO ELECTRICITY TO BE USED DURING
OUTSIDE FORCE (A RAINPOSSIBLE DROP).12 RAIN IMPACTS THE MILLIWATTS
REV T
TH
CREASE SUSTAINABILITY POSSIBLE
GENERATED FROM MATERIAL, THE POLYMER ONE “LARGE VIBRATES, AND ELECDOWNPOUR DROP” TRODES EMBEDDED IN
CREASE SUSTAINABILITY
INNOVATION
FINDINGS BROWN-OUTS AND IN12 MILLIWATTS
GENERATED FROM ONE “LARGE DOWNPOUR DROP”
FINDINGS
ELECTRIC CHARGES
THE PVDF RECOVER THE ELECTRICAL CHARGES
E
FINS FINS
EL FINS FOR DE N,FOR E OM EN, SUN, ROM TESUN, H G EATE ENG
STUDY CASE STUDY
3.28’
METHOD
METHOD
L
CAL
N-
TY CITY
NG
IN-
TY LITY
DROP
FLUORIDE (PVDF) WAS USED TO CAPTURE RAIN-
-80 toRESISTANCE 300°F (-62 to 149°C) HEAT -80 to 300°F (-62 to 149°C)
MATERIALS PRODUCE
MATERIALS PRODUCE
ELECTRIC CHARGES
ELECTRIC CHARGES
WHEN ACTED ON BY AN
WHEN ACTED ON BY AN
OUTSIDE FORCE (A RAIN-
FINDINGS FINDINGS POSSIBLE POSSIBLE
12 12MILLIWATTS MILLIWATTS
GENERATED GENERATED FROM FROM ONE ONE“LARGE “LARGE DOWNPOUR DOWNPOUR DROP” DROP”
PVDF BENEFITS
A PIEZOELECTRIC MATE-
USED TO CAPTURE RAINDROPS’ MECHANICAL HER & CHILD SPECIALTY HOSPITAL DROPS’ MECHANICAL ENERGY. PIEZOELECTRIC Allie Beck + Lisa Milks ENERGY. PIEZOELECTRIC RE
ON ION
16.40’
HIGH RESISTANCE TO PVDF BENEFITS CHEMICAL CORROSION
GRENOBLE, FRANCE ADULT SPECIALTY HOSPITAL A RIAL, PIEZOELECTRIC MATEPOLYVINYLIDENE CEA/LETI-MINATEC GRENOBLE, FRANCE Dylan Kanipes + Alex McMaken RIAL, POLYVINYLIDENE FLUORIDE (PVDF) WAS CEA/LETI-MINATEC 10 cm STRIP OF 10 cm STRIP OF POLYVINYLIDENE POLYVINYLIDENE FLUORIDE TO REFLUORIDE RECOVER THE TO VIBRACOVER THE VIBRATION ENERGY FROM TION ENERGY FROM A FALLING RAINA FALLING RAINDROP
6.56’
OUTSIDE FORCE (A RAIN-
DROP). RAIN IMPACTS THE
DROP). RAIN IMPACTS THE
MATERIAL, THE POLYMER
MATERIAL, THE POLYMER
VIBRATES,AND AND ELECVIBRATES, ELECTRODESEMBEDDED EMBEDDED TRODES ININ THEPVDF PVDFRECOVER RECOVER THE THE THE
HIGH RESISTANCE TO CHEMICAL CORROSION
HEAT RESISTANCE
HIGH ABRASION RESISTANCE HIGH ABRASION RESISTANCE
LOW SMOKE GENERATION
LOW SMOKE GENERATION DURING A FIRE DURING A FIRE
LOW CHEMICAL CONDUCTIVITY
LOW CHEMICAL CONDUCTIVITY
RESISTANCE TO LONG TERM UV
RESISTANCE TO LONG TERM UV RADIATION EXPOSURE RADIATION EXPOSURE
RESISTANT TO CHEMICALS RESISTANT TO CHEMICALS & SOLVENTS & SOLVENTS STRENGTH & TOUGHNESS STRENGTH & TOUGHNESS
ELECTRICALCHARGES CHARGES ELECTRICAL LOW WEIGHT LOW WEIGHT
79
IC & GRACET RMEDICAL CITY geria CASE NS
http://www.eqecat.com/catwatch/damaging-aftershocks-in-northern-italy-2012-05-29/ http://www.eqecat.com/catwatch/damaging-aftershocks-in-northern-italy-2012-05-29/ The Applied Technology Council, with modifications by EQECAT The Applied Technology Council, with modifications by EQECAT http://phys.org/news120216714.html http://phys.org/news120216714.html http://www.treehugger.com/renewable-energy/the-power-of-rain-alternative-energy.html http://www.treehugger.com/renewable-energy/the-power-of-rain-alternative-energy.html http://en.wikipedia.org/wiki/Polyvinylidene_fluoride Page 1 of http://en.wikipedia.org/wiki/Polyvinylidene_fluoride Page 1 of https://www.elsevier.com/books/advanced-piezoelectric-materials/uchino/978-1-84569-534-7
https://www.elsevier.com/books/advanced-piezoelectric-materials/uchino/978-1-84569-534-7
S T R U C T U R E
one-way solid slab
Site-cast concrete is utilized within the structure due to its material abundance and skilled laborers in the region
10 meter bay span requiring 8.5” (215 mm) post-tensioned slab depth
SITECAST C
SITE CAST CONCRETE ONE-WAY SOLID SLAB
60” 1500 mm
na
ll y
Re
Total depth of beam or girder
in fo
rc in
g
10” 254 mm
t io en Co
nv
Depth of slab
8” 203 mm
Po
6” 152 mm
st
-t
en
sio
n
ed
Be
am
s
45” 1150 mm
Width
T H E
Total Dept
30” 750 mm
15” 400 mm
4” 102 mm
2” 51 mm
6’ 1.8 m
12’ 3.7 m
18’ 5.5 m
0
24’ 7.3 m
20’ 6m
Span
s er
s
rd Gi d ne io ns
or
Po
st
te
in f Re ll y na
Be
d
Co
t io
ne
en
sio
Total Depth
nv
en
30” 750 mm
2” 51 mm
6’ 1.8 m
12’ 3.7 m
18’ 5.5 m
0
24’ 7.3 m
20’ 6m
40’ 12 m
60’ 18 m Span
Span
beams & girders 10 meter bay span requiring 15” (400 mm) post-tensioned beam depths
6” 152 mm
d
s er
rs
Gi
rd
de
ne
d
G ir
io
ed
ns
rc
st
te
in fo Re
Po
am
ll y
Be
na
ne
Co
nv
en
ti
a on
lly
Re
Po
s
ce
d
n tt e
Be
s io
am
ne
s
d
Be
am
s
30” 750 mm
15” 400 mm
4” 102 mm
2” 51 mm
io
t io
ns
en
te
Total Depth
or
nv
t-
45” 1150 mm
f in
FAN ROOM DIAGRAM
Co
s Po
s
Total depth of beam or girder
na ti o en nv Co
Depth of slab
ll y
Re
in fo
rc in
g
60” 1500 mm
Width
SITECAST CONCRETE BEAMS & GIRDERS
SITE CAST CONCRETE ONE-WAY SOLID SLAB
8” 203 mm
6’ 1.8 m
12’ 3.7 m
18’ 5.5 m Span
24’ 7.3 m
na
lly
Re
in
Po
e s tt
15” 400 mm
4” 102 mm
10” 254 mm
tio
ce
nv
en
45” 1150 mm
r fo
Co
-t
s
ce
Total depth of beam or girder
t io en nv Co
P
6” 152 mm
t os
am
dG ird
rc in in fo Re na
ll y
80
Depth of slab
8” 203 mm
er
60” 1500 mm
g
10” 254 mm
Width
SITECAST CONCRETE BEAMS & GIRDERS
SITE CAST CONCRETE ONE-WAY SOLID SLAB
0
20’ 6m
40’ 12 m
60’ 18 m Span
80’ 24 m
fan room intermediate floor provides shortest ducts, desired in high rise buildings
80’ 24 m
d
ns
Be
am
ion
s
ed
Be
am
s
FAN ROOM DI
16.40’
6.56’ 3.28’
RIAL, RIAL, POLYVINYLIDENE POLYVINYLIDENE
FLUORIDE FLUORIDE (PVDF) (PVDF) WAS WAS
HEAT HEAT RESISTANCE RESISTANCE -80-80 to to 300°F 300°F (-62 (-62 to to 149°C) 149°C)
USED TO CAPTURE RAIN-
PIEZOELECTRIC A PIEZOELECTRIC MATEMATE-
1
METHOD METHOD PVDF PVDFBENEFITS BENEFITS
FLUORIDE (PVDF) WAS
2
3
1 m 1 m2 m 2 m
D E TA I L WA L L SECTION
1 shading fins5 m 5 m 2 shading device frame 16.40’ 3.28’ 3.28’6.56’ 6.56’ pane 16.40’ glass 3 three 4 vinyl tile 5 concrete structural floor slab 6 concrete structural beam 7 ductwork ceiling 8 dropped HIGH HIGH RESISTANCE RESISTANCE TOTO 9 gypsum CHEMICAL CHEMICAL CORROSION CORROSION 10 insulation
4 5
D EDT A E TI LA IW L AWL AL L L S E SC ET CI OT N ION
RIAL, POLYVINYLIDENE
3.28’
A PIEZOELECTRIC MATE-
7
1m
6.56’
81
5m
2m
16.4’
HEAT RESISTANCE -80 to 300°F (-62 to 149°C)
5m
2m
2 22
9 9 9 1010 10
1m
8
3 33
9 10
4 445 55
6
4 5 6 7 8 9 10
Vinyl Tile Concrete Structural Floor Slab Concrete Structural Beam Ductwork Dropped Ceiling Gypsum Insulation
1 11
HIGH RESISTANCE TO CHEMICAL CORROSION
8 8 8
METHOD
6 66 7 77
PVDF BENEFITS
Tile Tile 4 4VinylVinyl Concrete Structural Structural FloorFloor SlabSlab 5 5Concrete Concrete Concrete Structural Structural Beam Beam 6 6 D E T A I L W A L L S E C T I O N Ductwork 7 7Ductwork Dropped Ceiling Ceiling 8 8Dropped Envelope structural grid attaches to the concrete structure. Drop ceilings hide the plethora of hospital ducts and electrical wiring, creating clean lines, no clutter, and easy access. Gypsum 9 9Gypsum Insulation Insulation 1010
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83
P U B L I C
&
C I V I C
I N T E G R A T E D
C H I L D R E N ' S
D E S I G N
T H E A T E R
EGR 3F EGRESS AND FIRE SAFETY 3F SPRINKLER DISTRIBU
FIRE
The Children’s Theater of the Brazos Valley (CTBV) required a new location in EXTINGUISHER LOCATION Bryan,Texas. The CTBV’s core values are imagination, excellence, and respect in order to inspire and educate young people from 2-18 through the art of theater.
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The site is alongside a train track off of main street; a highly visible area. The site also has a connected park across the street with a water feature for kids as well as a gathering place for outdoor movie watching. The commission is to design a 30,000 square foot theater using $15,000,000 in raised funds. The city also wants the park designed along with the theater. The project is to have an integrated design approach, taking into account architectural, structural, and systems. Some expected documents include structural framing plans with approximate sizing for the systems selected, structural
“bones” model, diagrams of mechanical equipment spaces, shading and acoustical studies for key exposures and spaces. The overall design was inspired by children’s building blocks with intersecting forms that regulate program. The illusion that the forms are carried through the intersection is accomplished by applying different materials to each volume, by varying transparent and reflective materials, as well as carrying exterior materials through the interior of each volume. The park slopes down as an ADA ramp providing an elongated procession to the underground entrance for the theater. This was an integrated partner project with Rachel Westmoreland, and ownership of work is indicated via caption. Project involved creating a “partnership brand” including logo, indicated below.
M O D U L A R
A R
MW B
ARCHITECTS
FALL 2013 | Undergraduate, Fourth Year [ Photo at right Perspective View of entry from park ]
EGRESS, SPRINKLERS & HVAC SYSTEMS
16 FOOT DIAMET F
RES
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FIRE
COMMUNITY THEATER
W. 27TH ST
S. MAIN S T
S. BRYAN AVE
QUEEN THEATER
PALACE THEATER PUBLIC LIBRARY
AVE
88
CHILDREN’S MUSEUM
S. TEXAS
ST. ANTHONY’S CATHOLIC CHURCH W. 29TH S T
E. 29TH ST
MOTHERS DAY OUT POLICE DEPT
C O N C E P T & D E V E L O P M E N T Inspired by other civic buildings in the surrounding area, showcased in the site plan at left, our children’s black box theater takes on the form of several interlocking blocks. These resemble kids building blocks as well as a helpful form of wayfinding and division of program.
PS
G
IN
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IO AT TR
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89
RT PO
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#3
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#4
T #1
W. 29TH ST
E. 29TH ST
MOTHERS DAY OUT POLICE DEPT
90 M O D U L A R
A R
MW B
SITE ANALYSIS & CONCEPT
ARCHITECTS
O V E R L A P Overlapping space from the interlocking volumes needs special attention as thresholds and detailing. The gradient diagram reveals prime locations for vertical circulation in dark gray, since they overlap the largest amount of volumes.
VOLUME 1 & 2 INTERSECTION
VOLUME 1 & 3 INTERSECTION VOLUME 1 & 2 INTERSECTION
VOLUME 1 & 2 INTER
VOLUME 4 INTERSECTION 1 & 12 & INTERSECTION VOLUME 3 & 4 INTERSECTION VOLUME
VOLUME 3 & 4 INTER
VOLUME 3 & 4 INTERSECTION
VOLUME 1 & 4 INTERSECTION VOLUME 3 & 4 INTERSECTION
91
VOLUME 1 & 4 INTERSECTION VOLUME 1 & 3 INTERSECTION
VOLUME 2 & 4 INTERSECTION
VOLUME 3 & 4 INTERSECTION
VOLUME 1 & 4 INTERSECTION
NTERSECTION
#4
VOLUME 1 & 3 INTERSECTION
VOLUME 1 & 2 INTERSECTION
VOLUME 1 & 3 INTERSECTION
VOLUME 2 & 4 INTERSECTION
VOLUME 2 & 4 INTERSECTION
N
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IST
#2
SU
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HIERARCHY OF VOLUMES M#1 O D U L A R
#4
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IST
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#3
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VOLUME 2 & 4 INTERSECTION
C
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S I T E
92 F L O O R
P L A N S
NTS The site plan highlights the materiality of the interlocking programmatic bars along with the connection to the park, also included in the design. Entering from underground at the park, a visitor enters into a double height lobby space. The black box theater is even with the ground plane. Class rooms, offices, and other child oriented program are located on higher floors. Back-of-house operations are located underground on a basement level with green room, storage, and dressing rooms. The stage operates as a lift system to lower underground and bring stage props upwards to the ground floor.
P L A N
F L O O R
2
N D
F L O O R
B A S E M E N T
93
G R O U N D
94 E X P L O D E D S T R U C T U R E This diagram highlights the steel structural system and explodes outwards vertical circulation elements, baseplate, foundation, and form elvelopes.
P A R K
G E N E R A T I O N
1. DesiredENTRY entry progression and 1. DESIRED PROGRESSION AND PEDESTRI-
AN pedestrian CIRCULATIONcirculation TO UNDERGROUND ENTRANCE to underground
entrance
2.2. Slope entirePARK parkDOWN downTOtoCREATE create 1:20 SLOPE ENTIRE 1:20
3. 3.Elevate ELEVATEareas AREASto TOcreate CREATEexits EXITS from FROM
PARK parkACCESSING accessing EXISTING existingGROUND ground LEVEL. level. 3’ 3’ DEEP STAIR DOUBLES AS AMPHITHEATER FOR deep stairPERFORMANCES doubles as amphitheater for OUTDOOR
outdoor performances.
4. 4.Elevate areas with smaller ELEVATEsmaller SMALLER AREAS WITH SMALLER
CHANGES changes IN in ELEVATION elevation TO toCREATE createCLUSTERS clusters FOR CONCREGATION
for congregation.
5. Vegetation. 5. VEGETATION
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ADA RAMP. MAINTAIN FLAT ENTRY PLAZA ADA ramp. Maintain flat entry plaza
01
8 41
1 2 3 4 5
22
9 31
1 1 3
96
44
5
DETAOC ENOCILIS ,CIRBAF REBIF-SSALG
1
EMARF EDACAF SHC LEETS
2
GNICARB SSORC SHS LEETS
3
NOITCES MUNIMULA DEDURTXE ,RETPADA
4
EMARF DOOW-MUNIMULA NI GNIZALG ELPIRT
5
glass-fiber fabric, silicone coated steel chs facade frame steel shs cross bracing adapter, extruded aluminum section triple glazing in aluminum-wood frame
D E T A I L S
20’-0”
From the detail section, you can see the subterranean storage levels, the ground floor auditorium, upper level class rooms, structural cross bracing, wall details for all four volumes, and most importantly, the interaction between volumes. The detail wall section to the left is an enlarged drawing of the area within the dashed box below. This particular volume showcases a glass-fiber fabric stretched over an aluminum frame, creating a private atmosphere within those programs while still allowing light to penetrate within.
10’-0”
5’-0”
97
1’-0”
P E R S P E C T I V E
S E C T I O N
Sections in perspective showcase the dimensionality of the cut space, providing a more holistic view of the interior. The section on the left cuts through the white transverse bar, back concrete volume, and the subterranean level. This cut provides an interior view of the dance studios, theater shop spaces, as well as the sunken patio for exterior covered gatherings off of the main lobby. The section to the right cuts through the connection black datum bar, back concrete volume, and subterranean level. This provides views into the connecting hallways, theater shops, and the sunken patio.
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99
100
101 W E S T
E L E VA T I O N
S O C I A L
S T R A T I F I C A T I O N
B A R C E L O N A This was a partner project with Ali Poujol during a semester abroad in Barcelona, Spain.
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Being study abroad students, we fit into a strange dynamic in the permanent (local) and temporary (tourist) communities: we are never fully considered locals, yet we are in Barcelona for too long to be considered tourists. This dynamic, as well as six points of interest around the site, led us to compare local and tourist usage of the public space and their traffic patterns as well as if those patterns vary due to time of day. Altered tourist pedestrian paths are elevated since tourists are more likely to wander and explore, especially a view of the port, which is a prime tourist attraction. Locals, on the other hand, have a more direct trajectory and would
M A R K E T
need direct pathways on the ground to allow for fast travel. The local pathways created the geometry and program on the ground floor, while the tourist paths created the public space geometry on the first floor. The market is opened to the air and the stalls are set up in the cavernous interior of the structure. The “cave� becomes a signal as to where transactions and interactions are likely occur throughout the space. The stalls are organized inside of the cavern and are made to be freestanding or separate from the building structure itself. The reasoning for this is to allow the future versatility of the building. If in the future the programs changes, then the interior spaces can be modified and separated for more diverse activities to take place.
SPRING 2013 | Undergraduate, Third Year [ Photo at right Perspective View of model ]
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G R E A T E R
B A R C E L O N A
A R E A
D1| GREATER BARCELONA AREA
C
P D
104
D2
BARCELONETA METRO
NAUTICAL SCHOOL
CORREOS
PASSEIG DE COLOM
PORT VELL
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SITE
MAREMAGNUM
D2| PORT AREA POINTS OF INTEREST P O I N T S
O F
I N T E R E S T
Our project began with simple observations of the site. The project location is along a high traffic area across Port Vell’s front and has high visibility from the surrounding area. Six important points of interest surround the site;the Passeig de Colom,Correos, Nautical School, Barceloneta Metro, Port Vell, and the bridge to Maremagnum.
D3| OCC
ARCELONETA METRO
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T
D3| OCCUPIABLE PUBLIC SPACE (white) O C C U P I A B L E
S P A C E
This map identifies all the occupiable public space in the surrounding area, portrayed in white, graying out the non-occupiable spaces. This shows all the area for the study of local and tourist usage of the public space, their traffic patterns, and if those patterns vary due to time of day.
site. The gh traffic from the interest in Correos, he bridge fit into a emporary ocals, yet urists. This
MAREMAGNUM
D3| OC
D3| WEEKDAY DAY PEDESTRIAN TRAFFIC
D4| WE
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D2| PORT AREA POINTS OF INTEREST
W E E K D A Y - D A Y :
W . D . D .
We defined attributes belonging exclusively to either locals or tourists. Locals being anyone with a direct trajectory, on a bicycle, or someone in business attire, signified in blue. The tourists definition was anyone with a camera, indirect trajectory, or holding a map, shown in red.
D3| OCCUPIABLE PUBLIC SPACE (white)
108
FIC
D4| WEEKDAY NIGHT PEDESTRIAN TRAFFIC W E E K D A Y - N I G H T :
W . D . N .
e in the g out the attributes cals being meone in a camera, time into kend Day to follow our site at s red and
D3| WEEKDAY DAY PEDESTRIAN TRAFFIC
D4| WE
D5| WEEKEND DAY PEDESTRIAN TRAFFIC
D6| WE
109
site. The gh traffic from the interest in Correos, he bridge fit into a emporary ocals, yet urists. This compare heir traffic of day.
W E E K E N D - D A Y :
W . E . D .
Some other possible outcomes are that there would be no overlap at all and each group would have exclusive traffic areas, or there would be a “Venn diagram effect”, where some areas were exclusive to each group, and some areas were shared.
FIC
D4| WEEKDAY NIGHT PEDESTRIAN TRAFFIC
110
FFIC
D6| WEEKEND NIGHT PEDESTRIAN TRAFFIC W E E K E N D - N I G H T :
W . E . N .
After recording the results of our research, we came to find that the “Venn diagram effect” was the most accurate. We also noticed that there was not much pedestrian interaction with our site at all, the main source of traffic being the bike path.
D5| WEEKEND DAY PEDESTRIAN TRAFFIC
D6
111
he he tes ng in ra, nto ay ow at nd
D7| WDD ALTERED ur: D8| WDN ALTERED D9 PATHS nd PATHS re W . D . D . A L T E R E D P A T H S W . D . N . A L T E R E D P A T H S xclusive traffic areas, or there would be a “Venn diagra and some areas were shared. After recording the results ct” was the most accurate. We also noticed that there w n source of traffic being the bike path.
D6| WEEKEND NIGHT PEDESTRIAN TRAFFIC
112
D9| WED ALTERED PATHS
W . E . D .
nn diagram he results of at there was
A L T E R E D
P A T H S
D10| WEN ALTERED PATHS
W . E . N .
A L T E R E D
P A T H S
D
D9| WED ALTERED PATHS
D10| WEN ALTERED PATHS
Venn diagram g the results of hat there was
113
g the already hroughout the as specifically
D11| FINALIZED ALTERED PATHS F I N A L
A L T E R E D
P A T H S
The project design aims to increase pedestrian interaction within our site through altering the already existing traffic patterns. We aim to keep the “Venn diagram effect” in our project that occurs throughout the surrounding area by keeping some areas a mainly shared public space, as well as areas specifically for each demographic group. The finalized altered paths would then be the basis for our program.
S1| GREEN ROOF TRANSVERSE SECTION A-A
4
SOCIAI STRATIFICATIO
PROJECT DOCUMENTS
G R O U N D F L O O R GROUND FLOORPLAN
P L A N
SOCIAI STRATIFICATION
MENTS
B
C 3
B
4
A
2
3
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C 3
4 1
A
A 2
C
3
B
1
A
B 0’ 5’ 10’
0’ 5’ 10’
20’
50’
100’
1.5 3.04 6.09
15.2
30.5
1 2 3 4
20’
50’
100’
1.5 3.04 6.09
15.2
30.5
RESTAURANT PLAZA MARKET WATER CLOSET
1 2 3 4
RESTAURANT PLAZA MARKET
WATER CLO
4
SOCIAI STRATIFICATIO
PROJECT DOCUMENTS
S E C O N D FIRST FLOORPLAN
F L O O R
P L A N
SOCIAI STRATIFICATION
ENTS
B
C
B A
2
5
115
C
A A C 2
5
B
A
B 0’ 5’ 10’
0’ 5’ 10’
20’
50’
100’
1.5 3.04 6.09
15.2
30.5
2 5
20’
50’
100’
1.5 3.04 6.09
15.2
30.5
PLAZA PUBLIC SPACE
2 5
PLAZA
PUBLIC SPA
A
S E C T I O N
A - A
At the mouth of the cave is a courtyard. It is set directly in the open area housed between the market and the residential area. This permits a feeling of intimacy while still maintaining the public nature of the space.
A
116
4
PROJECT DOCUMENTS
GREEN ROOF | CONSTRUCTION SECTION A-A
A
A
SOCIAI STRATIFICATION
S E C T I O N
B - B
The courtyard functions as a buffer between the traffic within the outside and inside spaces. It controls the pace of entrance into the market and allows potential “market-goers” an area where they can rest and take in the ambiance surrounding the marketplace.
117
B
4
PROJECT DOCUMENTS
SECTION | TRANSVERSE SECTION B-B
SOCIAI STRATIFICATION B
B
S E C T I O N
C - C
The market is opened to the air and the stalls are set up in the cavernous interior of the structure. The “cave� becomes a signal as to where transactions and interactions are likely occur throughout the space. The stalls are organized inside of the cavern and are made to be freestanding or separate from the building structure itself. The reasoning for this is to allow the future versatility of the building. If in the future the programs changes, then the interior spaces can be modified and separated for more diverse activities to take place.
118
SOCIAI STRATIFICATION
C
C
C
3
SOCIAI STRATIFICATION
DESIGN PROCESS
119
STEPS DIAGRAM
LEISURE
FACADE
DIRECT
D I V E R S I T Y
O F
S T E P S
There are three types of stratifications that help each type of user to interact with the building. One is a stair space that slowly makes the ascension to the second story green space. The second one allows a fast movement to the top space. It is focused on the major streets surrounding the building that are actively used by locals. The third serves the function of a facade. It is not climbable but this helps direct users towards spaces.
5 RENDERS & IMAGES
WEEKDAY DAY | PEDESTRIAN TRAFFIC PATTERNS
W E E K D A Y
D A Y :
W . D . D .
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5 RENDERS & IMAGES
WEEKDAY NIGHT | PEDESTRIAN TRAFFIC PATTERNS
W E E K D A Y
N I G H T :
W . D . N .
STRATIFICATION
SOCIAI STRATIFICATION
WEEKEND DAY | PEDESTRIAN TRAFFIC PATTERNS
W E E K E N D
D A Y :
W . E . D .
5 RENDERS & IMAGES
WEEKEND NIGHT | PEDESTRIAN TRAFFIC PATTERNS
W E E K E N D
N I G H T :
W . E . N .
STRATIFICATION
SOCIAI STRATIFICATION
121
5 RENDERS & IMAGES
122 M A T E R I A L I T Y There’s an interaction of hard and soft materials. The market a light concrete for structure and aesthetic purposes. The green roof public space is covered in grass to mirror the Maremagnum bridge park across the street from our site. Grass promotes an inviting and leisurely environment. There is a connection between both materials in the circulation areas to act as a transition zone. The change of material creates a stronger distinction between the noncirculatory stairs of the facade and the staircases used for vertical circulation.
the ground and first floors. The change of material also creates a stronger distinction between the non-circulatory stairs of the facade and the staircases used for vertical circulation.
CONCRETE PAVERS
arket and limited through towards affic for the week .
d highest level of ocal and tourist, view of Port Vell.
ket and limited through towards ng the week.
5
123
GRASS
1
CONCRETE
1 2 3 4 5 6
2 3
RESTAURANT PLAZA MARKET WATER CLOSET VERTICAL CIRCULATION PUBLIC SPACE
4 3
L A N D S C A P E
S W A M P
&
P A R K
R A B B I T
124
Located Southeast of Greenville, SC, Nicholtown is a lower income residential community that once was very close and involved, however, time has moved the community apart. Full of mainly single parent homes, children are left to raise themselves and become self reliant. Due to school district demographic laws, most children do not go to school with their own neighbors. The neighborhood no longer is a place for kids to grow up together. The Master Plan for Nicholtown states recommendations for the improvement and betterment of the town: “enhancing the connectivity of the neighborhood to the surrounding neighborhoods via sidewalks and trails” and “creating more park and greenway orientations, taking advantage of the creek system in the neighborhood.” Partner Sarah Glass and I pulled directly from the Master Plan to begin improving Nicholtown’s public spaces. We considered all user groups. Breaking up the population into five age groups, we placed them on the site considering adjacencies to create maximum effect
D E S I G N
S K A T E
and usability for the public. We derived a program from the existing efforts in the community: a bike park, boardwalk, and terraced multi-purpose space. First, we moved the existing Swamp Rabbit Trail at this location over the river to move users away from apartment parking lots and dumpsters and to give users a floating feeling in order to reconnect with nature. At this point, the path is on neither side of the river, establishing equality. This park resides at the junction of two axis: the Swamp Rabbit Trail and the Hall Street to YMCA corridor. The bridge is a steel structure with wood decking. Growing from a concrete footing, the steel members extend upward and expand in width to hold the bridge deck. Handrails wrap around and upward, sometimes extending overhead to provide shade. The decking is 2x4 wood slats turned on its side and is broken into 6’ modules capped with c-channels and w-sections. Overall, this project unites neighbors, provides a place for children to be active.
FALL 2014 | Graduate, First Year [ Image at right Perspective View of entire park ]
P A R K
125
126 unitedstates states united U N I T E D
S T A T E S
nn
jan jan
southcarolina carolina south S O U T H
C A R O L I N A
feb feb
grg
G R E E N V I L L E
mar
C O U N T Y
nicholtown N I C H O L T O W N
apr
127
greenville county
general commercial [02%] convenience commercial [03%] high density multi-family residential [34%] low density multi-family residential [10%]
128
EXT
LINA
n has a ir sense of what a strong new era.
single family residential [51%]
existing zoning + land use
55-64 [14%] 65+ [21%] 494 total 756 total
45-54 [16%] 578 total 55-64 [14%] 494 total
nicholtown age distribution [3,539]
nicholtown age distribution [3,539]
25-34 [14%] 488 total 15-24 [16%] 577 total
35-44 [18%] 25-34 [14%] 646 total 488 total
35-44 [18%] 646 total
129
45-54 [16%] 578 total
15-24 [19%] 8,957 total
65+ [17%] 7,962 total
55-64 [11%] 4,878 total 65+ [17%] 7,962 total
greenville age distribution [46,066]
25-34 [20%] 9,165 total 15-24 [19%] 8,957 total
45-54 [16%] 7,274 total
55-64 [11%] 4,878 total
greenville age distribution [46,066]
35-44 [17%] 25-34 [20%] 7,830 total 9,165 total
united united states states
south south carolina carolina
greenville greenville county county
n
feb
mar
may
jun
jul
sep
oct
nov
130
jan
monthly monthly wind wind speed speed + + direction direction centered centered on on 44 chaney chaney street street
NI NICHO CHOLTO LTOW WN, N, SC SC
e county
M O N T H L Y W I N D & D I R E C T I O N
S P E E D
apr
131
r
nicholtown
aug
dec NICHOLTOWN, SC
5
jan
relative humidity [%]
feb
mar
apr
may
jun
jul
aug
sep
oct
nov
dec
80
80
70
70
60
60
natural ventilation
orientation wind speed [ mph ]
8
8
4
4
building form
90
materials
90 avg. high
avg. high
132
sky cover [%]
70
70
mean
50
50 mean
avg. low
30
30
natural lighting
avg. low
10
10
landscaping 90
90
80
70
avg. temperature [ degrees F ]
80
comfort zone
shading devices
70
60
60
50
50
avg. high
insulation
avg. high
40
40
mean
mean
avg. low
30
30
avg. low
20
jan
hvac systems
20
feb
mar
apr
may
jun
jul
aug
sep
oct
nov
dec
individual data comparison all data collected from climate consultant 5.4 software
2
CONTEXT
temp. avg.avg. highhigh temp.
temp. avg.avg. lowlow temp.
133
mean temp. mean temp.
relative humidity relative humidity wind speed wind speed
climatology comparison climatology comparison
all datafrom collected from climate consultant 5.4 software all data collected climate consultant 5.4 software
NICHOLTOWN, NICHOLTOWN, SC SC
7 7
X ceiling fans create air motion, reducing air conditioning
vertical distance between air inlet and outlet to produce stack ventilation
134
X building is an appropriate size since excessive floor area wastes heating and cooling energy
high eďŹƒciency furnace
X
?
traditional homes in warm humid climates use high ceilings and high operable windows protected by deep overhangs and porches
extra insulation increases occupant comfort by keeping indoor temperatures more uniform
X shaded outdoor areas provide outdoor living spaces
garages/storage areas on side of building facing coldest wind to help insulate
? materials to store winter daytime solar gain and summer nighttime ‘coolth’
shade providing landscaping
X window overhangs designed for this latitude or operable sunshades can reduce or eliminate air conditioning
locate door and window openings on opposite sides of building to facilitate cross ventilation
passive methods applicable to area
already implemented within community methods community implemented passive all data collected from climate consultant 5.4 software
P A S S I V E
2
M E T H O D S
CONTEXT
with the roofs already an issue, adding a stack ventilation air outlet would likely compound the problem
the size of the houses are not condusive to a garage
garages/storage areas on side of building facing coldest wind to help insulate
this is a low-income neighborhood and a high efficiency furnace is likely too much of an expense for these households
the majority of the houses are oriented towards the street, which are on a loose grid system that is not oriented to the winds
135
vertical distance between air inlet and outlet to produce stack ventilation
high eďŹƒciency furnace
high ceilings are expensive to heat and cool
traditional homes in warm humid climates use high ceilings and high operable windows protected by deep overhangs and porches
locate door and window openings on opposite sides of building to facilitate cross ventilation
reasons for non-implemented methods
reasons for non-implemented methods all data collected from climate consultant 5.4 software
N O N - I M P L E M E N T E D M E T H O D S N I C H O LTO W N , S C
9
B R I D G E S K E T C H
E L E VA T I O N
The structural trees grow from concrete footings in the river and up into the rail structure of the bridge.
cleveland parkhall street bridge elevation sketch
the structural trees grow from concrete footings in the river and up into the rail structure of the bridge
ymcahall street
B R I D G E S K E T C H
R A I L
The support rails are connected by a hand rail.
136
ment
ctories
bridge rail sketch
the support rails are connected by a hand rail
O R I G I N A L S K E T C H
P A T H
Intent to connect the communities across the river.
original path sketch
intent to connect the communities across the river
I M M E D I A T E
S I T E
A N A L Y S I S
137
Along the river, close to the YMCA.
immediate site analysis along the river close to the ymca
SWAMP RABBIT RIVER WALK
25
demographic matrix
placement of demographic nodes based on matrix
14-18 yrs
10-14 yrs
50+ yrs
18-50 yrs
<10 yrs
138 <10 yrs
playground
10-14 yrs
bike
14-18 yrs
bike
18-50 yrs
watch, picnic, talk
50+ yrs
board games
<10 yrs
14-18 yrs
18-50 yrs
10-14 yrs
4
PUBLIC
50+ yrs
demographic matrix
connections between age demographics of nicholtown
program diagram
programmatic separation of skate park, bridge, and terraces
skate and bike playground
139
picnic and lookout
programmatic section
connection between skate park, bridge, & terraces
SWAMP RABBIT RIVER WALK
27
promoted views
design intent of seatin especially the bridge, i
140 P R O M O T E D
V I E W S
Design intent of seating for all programs, especially the bridge, is to amplify these views.
connection between skate park, bridge, & terraces
S WA M P R A BBI T R I V E R WA L K
P R O G R A M M A T I C
S E C T I O N
Connection between skate park, bridge, and terraces.
141
programmatic section
27
142 SWAMP RAB B IT RIVER WAL K B R I D G E
D E T A I L S
39
on model perspective
bridge section model
ction model elevation
bridge section model
3/4” model
143
3/4” scale
3/4” scale
3/4” scale
S WA M P R A
F I N A L Scale: 3/4”
B R I D G E
M O D E L
cleveland parkhall street
ymcaswamp rabbit trail
bridge
the structural trees grow f the river and up into the ra
ymcahall street
144
cleveland parkymca
B R I D G E
b
the support rails are c
P A T H
4
P UBLIC
D E V E L O P M E N T
Bridge derived from projected circulation trajectories.
bridge path development
bridge derived from projected circulation trajectories
ori
intent to connect the com
145 perspective
view from bridge to terraces
SWAMP RABBIT RIVER WALK
23
V I E W
F R O M
H A L L
S T .
V I E W
Scale: 1/32”
O F
T E R R A C E S
Scale: 1/32”
146 4
PUBLIC
site model view from hall st. 1/32” scale
site model view of terraces 1/32” scale
V I E W
O F
P A R K
Scale: 1/32”
site model view of all program
V I E W Scale: 1/32”
O F
P A R K
site model view of all program
1/32” scale
147
1/32” scale
4
PUBLIC
site model view from hall st. 1/32” scale
site model view of terraces 1/32” scale
148 4
PUBLIC
site sections
4
PUBLIC
site sections
1”:80’ scale
1”:80’ scale
149
150 4 E X T E N D E D
extended site context
PU BL IC
S I T E
Bridge extends outwards to rest of community.
extends outwards to rest of community
C O N T E X T
cleveland park nicholtown community center
evergreen place apartments
nicholtown neighborhood
t tree
s hall
juanita butler community center
phillis wheatley community center
151
caine halter family ymca
greenville arp church
non-nicholtown neighborhood
outreach diagram
park brings visitors from across community
ďŹ rst baptist greenville
S WA M P R A B B I T R I V E R WA L K
O U T R E A C H
37 D I AG R A M
Park brings visitors from across community.
utilities
water fountains and a bathroom to provide comfort for visitors
lighting
provides safe area for children to play
152 resting places
resting places are indicated by trash cans and benches for comfortable sitting
4
PUBLIC
composite attractions
all combined, showcase the nodes and resting places to provide a safe and attractable park
153 site model aerial view 1/32” scale
SWAMP RABBIT RIV ER WALK
35
154 immediate site plan
SWAMP RABBIT RIVER WALK
showcases program
I M M E D I A T E Showcases program.
S I T E
P L A N
33
155
terraces section
bridge and river section
skate park section
I M M E D I A T E
4
PUBLIC
S I T E
P L A N
sections through program Scale: 1” = 80’ 1”:80’ scale
156 N I G H T
P E R S P E C T I V E
View from Hall Street across the river.
P E R S P E C T I V E View from Skate Park across the river.
night p
view from
day pe
view from
157
D A Y
SWAM P R AB B IT R I V ER WA L K
E D U C A T I O N
P U B L I C
G A T H E R I N G
S C S U S T U D E N T C E N T E R South Carolina State University is a proud and diverse group of students within Orangeburg, South Carolina.
160
The hub of campus is the Student Center, however it is no longer adequate for the existing student bodyâ&#x20AC;&#x2122;s needs. The school is separated based on organization afiliations, and lacks a common place where the entire student body can gather and socialize. As a largely flat area, the campus lacks shaded gathering space as well. Our solution is simple: partner Chelsea Wagner and I propose to raise the new student center to create a shaded plaza underneath the building, introduce punctures within the building to bring light to ground level, and included ADA access via a large, green ramp. The new SCSU Student Center provides and icon for the campus and an identity for the students; bringing students together on common ground.
SPRING 2016 | Graduate, Second Year (Current) [ Photo of perspective view of model ]
161
162
163 6
B O W L I N G
A L L E Y
R E N D E R I N G
1-2
1 2
3-6
3 4 5 6
7-9
164
7 8 9
10
10
11 - 13
11 12
13
phase 1 create new axis / main entry construct new administration buildings
phase 2 move student union demolish existing student center open last entrance construct new parking decks
phase 3 construct new student union block vehicular access fill roads with brick
phase 4 construct recreation and fitness center on site B
phase 5 construct chapel convert surface parking to green space amplify shade
n
165
13
8
9 6
10 11 13
4 8
13
12
6
12
7
2
2
12
3
13 13
6
2
2
5
1
S C S U Scale: 1” = 1000’
M A S T E R
P L A N
166 C U R R E N T
C O N D I T I O N
167 T O
E L E VA T E
S T U D E N T
P R O V I D E
S H A D E D
U N I O N C O U R T Y A R D
168 E L E VA T E
I N N E R
B O X
169 E L E VA T E D
B O X
B L O C K S
S U N
170 P U N C T U R E
171 P U N C T U R E S
P R O V I D E
S U N L I G H T
T O
C O U R T Y A R D
172 G A T H E R I N G
S P A C E
O V E R
G A T H E R I N G
S P A C E
173 B O W L I N G
A L L E Y
M A S S I N G
174 B O X
175 E L E VA T E
B O X
176 P U N C T U R E
F O R
D A Y L I G H T
177 I N D E N T
F O R
W I N D O W S
178 G L A S S
B O X
W I T H I N
A
S H E L L
179 E L E VA T E
I N N E R
B O X
180 N E T W O R K
O F
P R O G R A M
B O X E S
181 E L E VA T E
A D A
O C C U P I A B L E
R A M P
182 S L I D E
U N D E R
E L E VA T E D
B O X
183 P O P
U P
F O R
B O W L I N G
A L L E Y
184 L O W E R
R A M P
&
S T A I R
185 S H A D I N G
L O U V E R S
G R O U N D
F L O O R
P L A N
Scale: 1/32” 7
1/32 001 002 003 004 005 006 007 008 009 010 0 1 1 012 013 014 015
186
016 017 018 019 020 021
ground Floor 4619 ft2 mechanical room 250 ft2 mechanical shaft 70 ft2 electrical closet 130 ft2 data room 5380 ft2 bowling alley 405 ft2 bowling equipment room 192 ft2 concessions 80 ft2 women’s restroom 74 ft2 men’s restroom 360 ft2 delivery loading dock 66 ft2 freight elevator 33 ft2 elevator equipment shaft 40 ft2 trash chute 508 ft2 fire stair 1 431 ft2 monumental stair 77 ft2 janitor’s closest 532 ft2 fire stair 2 20965 ft2 public plaza 35 ft2 elevator 1 35 ft2 elevator 2 52 ft2 elevator equipment shaft gross square footage net square footage programmed space circulation space
n
15069 ft2 13369 ft2 13369 ft2 20965 ft2
UP
017
016 002
021 020 019
003
UP
015
187
001 004
018
6 005
006
007
008 009
UP
UP
010
013
012
014
011
1
4
F I R S T
F L O O R
P L A N
Scale: 1/32”
1/32 101 102 103 104 105 106 107 108 109 110 1 1 1 1 1 2 1 1 3 1 1 4
188
1 1 5 1 1 6 1 1 7 1 1 8 1 1 9 120 1 2 1 1 2 2 123 124 125 126 127 1 2 8 129 130 1 3 1
93% 42% 36%
n
first Floor 17850 ft2 green roof ramp 250 ft2 mechanical shaft 895 ft2 ramp access to plaza 3818 ft2 outdoor movie theater 165 ft2 front lobby desk 193 ft2 security office 145 ft2 food vendor 1 307 ft2 preparation kitchen 1 160 ft2 food vendor 2 1035 ft2 preparation kitchen 2 66 ft2 freight elevator 33 ft2 elevator equipment shaft 40 ft2 trash chute 508 ft2 fire stair 1 431 ft2 monumental stair 77 ft2 janitor’s closest 532 ft2 fire stair 2 11625 ft2 circulation space 35 ft2 elevator 1 35 ft2 elevator 2 52 ft2 elevator equipment shaft 394 ft2 men’s restroom women’s restroom 399 ft2 game area 1063 ft2 computer lab 815 ft2 it help desk 868 ft2 dining area 2275 ft2 food vendor 3 125 ft2 food vendor 4 132 ft2 food vendor 5 120 ft2 food vendor 6 124 ft2 gross square footage net square footage programmed space circulation space
24717 ft2 22899 ft2 18528 ft2 15996 ft2
124
123 125 UP
117
126
122
116 102
121 120
118
2
119
115
189
DN
105 101 106
5 127
103
107
108 104 109
131
DN
130
129
128
UP
114
113
112
111
110
S E C O N D
F L O O R
P L A N
Scale: 1/32”
190 2
L O B B Y
R E N D E R I N G
201
201 202 203 204 205 206 207 208 209 210 2 1 1 2 1 2 213 214 215 216 217 2 1 8 219 220 2 2 1 222 223 224 225
82% 49% 56%
second Floor student office 1 mechanical shaft conference room student office 2 conference room student office 3 second hand boutique post office convenience store storage freight elevator elevator equipment shaft trash chute fire stair 1 hair + nail salon janitor’s closest fire stair 2 circulation space elevator 1 elevator 2 elevator equipment shaft men’s restroom women’s restroom student office 1 storage student office 2 storage gross square footage net square footage programmed space circulation space
660 ft2 250 ft2 377 ft2 728 ft2 404 ft2 803 ft2 378 ft2 331 ft2 756 ft2 100 ft2 66 ft2 33 ft2 40 ft2 508 ft2 608 ft2 77 ft2 532 ft2 9873 ft2 35 ft2 35 ft2 52 ft2 394 ft2 399 ft2 102 ft2 118 ft2
223
224 203
UP
225 217
222
204
216 202
221 220
218
219
205
191
1/32
206
207
21586 ft2 17659 ft2 8655 ft2 9873 ft2
208
n
UP
214
209 215 213
212
211
210
T H I R D
F L O O R
P L A N
Scale: 1/32”
192 3
E V E N T
H A L L
R E N D E R I N G
301 302 303 304 305 306 307 308 309 310 3 1 1 312 313 314 315 316 317 318 319 320 321 322 323
86% 69% 31%
301
third Floor faculty office 1 mechanical shaft faculty office 2 conference room faculty office 3 faculty office 4 ballroom storage catering kitchen catering storage catering walk-in freezer freight elevator elevator equipment shaft trash chute fire stair 1 bulldog ballroom janitor’s closest fire stair 2 circulation space elevator 1 elevator 2 elevator equipment shaft men’s restroom women’s restroom gross square footage net square footage programmed space circulation space
303
323
338 ft2 250 ft2 359 ft2 358 ft2 285 ft2 280 ft2 314 ft2 1273 ft2 65 ft2 57 ft2 66 ft2 33 ft2 40 ft2 508 ft2 7118 ft2 77 ft2 532 ft2 5785 ft2 35 ft2 35 ft2 52 ft2 394 ft2 399 ft2
UP
317
322 304
316 305 302
306
321 320
319 307 318
193
1/32
315
21586 ft2 18618 ft2 12833 ft2 5785 ft2 3
n
309
UP
308 314
310 313
312
311 318
R O O F
P L A N
Scale: 1/32”
194 7
R A M P
E N T R A N C E
R E N D E R I N G
ROOF DN
195
1/32
DN
n
196
E A S T Scale: 1/64”
E L E VA T I O N
E L E VA T I O N Scale: 1/64”
197
S O U T H
198
N O R T H Scale: 1/64”
E L E VA T I O N
E L E VA T I O N Scale: 1/64”
199
W E S T
1
SOLAR [passive design] A largely open flat roof with access for solar panel array. Possible to power operable vertical and horizontal louvers, generate energy for the building, as well as put power back to the campus grid.
200
201
1
circulation + systems
office space
kitchen + food
shops
gathering space
2
EGRESS [life safety] Two 6.5’ wide fire stairs grant full access from roof to ground floor. 1’ thick concrete shear walls with fire protection, as well as fire rated glass on the ground floor provide a 2-hour fire rating. In case of fire, there is also a monumental stair on the first floor leading to the plaza, as well as the green roof ramp on the west facade.
3
STRUCTURE [order: structure] Four 28” thick post-tensioned waffle slabs on a 5’ grid are supported by 30” concrete columns, creating a floor-to-floor height of 14’ and 16’. Post-tensioning cables run through every stem in the waffle, 5’ on center. Concrete beams run through the slab from column to column, as well as around every puncture hole.
202
203
3
2
circulation + systems
office space
kitchen + food
shops
gathering space
4
ELECTRICAL [systems: electrical] An electrical closet on every floor near an elevator core provides adequate storage for electrical boxes and equipment. A drop ceiling of translucent resin panels allows room to run conduit for electrical wiring. Lighting would include suspended indirect up-lighting to highlight and bounce off the exposed waffle slab, providing a wide, ambient glow through the resin panels.
5
DA Y L I G H T I N G [healthy buildings] Five circular punctures travel throughout all floors of the building, providing indirect daylighting to the interior of the building as well as allowing light to reach the covered plaza at ground level. The effect is such that nearly every location within the project has a sight-line to the outdoors.
6
INTERSTITIAL
SPACES
204
[program + concept development] The concept revolves around creating a unified gathering space for social, professional, educational, and recreational interaction. That manifests as a largely open plan with an interior â&#x20AC;&#x153;city-likeâ&#x20AC;? atmosphere, with open plazas and alleyways woven throughout the program boxes. These arranged program boxes create opportunities in the form of nooks for serendipitous interactions.
5
205
6
4
circulation + systems
office space
kitchen + food
shops
gathering space
7
S HA D I N G
LOUVERS
[passive design] Operable vertical louvers shade the curtain wall facades on the East and West from the harsh sun angles. The louvers run the full three-story height of the building and follow the sun as it progresses across the sky, providing maximum efficiency. Operable horizontal louvers shade the North and South facadeâ&#x20AC;&#x2122;s large curtain wall windows. Both are made from the perforated metal of the facade.
8
GREEN
SPACE
[healthy design] Trees are planted in the main occulus, providing more shade to the plaza below. The trees will grow up through the building, providing a green experience even for occupants of the upper floors.
9
OCCUPIABLE
GREEN
ROOF
[passive design] An expansive green roof ramp runs the length of the site creating an occupiable man-made landscape. Rain water collection is possible with proper engineering.
206
8
9
circulation + systems
office space
kitchen + food
shops
gathering space
207
7
10
A DA [order: accessibility + way-finding] The occupiable ramp runs at a 1:20 slope scale and is accessible for disabled persons without a handrail requirement, however there is a glass handrail encompassing the entire ramp for safety and usability. Two elevators as well as a freight elevator run from plaza level to the 3rd floor, giving access to the entire building.
11
M E C HA N I C A L [systems: mechanical + plumbing] Air ducts run through areas in the waffle slab as well as above the protection of a translucent drop ceiling. A mechanical room and shaft occupy every floor and run directly through the building to the mechanical room housed underneath the ramp.
12
PEDESTRIAN
CAMPUS
208
[site development] The site consists of a continuation of the existing brick plaza; the current location of â&#x20AC;&#x153;Meltdownsâ&#x20AC;? which are the only times that the entire student body gathers together currently. The brick extends underneath and around the building, providing an optimal, flat surface for gathering and interaction. The occupiable green roof ramp acts as an artificial, manmade landscape. The Masterplan consists of denying vehicular access (not including emergency or delivery vehicles) to the core of campus, which negates the need for parking on site. There are drop off locations for public transit as well as disabled persons on site, as well as new parking decks on the perimeter of campus for commuters.
209
10
11
12
circulation + systems
office space
kitchen + food
shops
gathering space
210
I N T E R I O R Scale: 1/32”
E L E VA T I O N
B U I L D I N G
S E C T I O N Scale: 1/32”
211
L O N G I T U D I N A L
212
T R A N S V E R S E Scale: 1/32”
B U I L D I N G
S E C T I O N
213
214
B U I L D I N G
S E C T I O N Scale: 1/32”
215
T R A N S V E R S E
S T R U C T U R A L
M O D E L
216 R A M P
F O U N D A T I O N
W A L L S
F O O T E R S
217
R A M P
M E C H A N I C A L
R O O M
C O L U M N S
R A M P
S T E E L
B E A M S
218 S H A F T
S H E A R
W A L L S
C O L U M N S
219
C O N C R E T E
C O N C R E T E
W A F F L E
S L A B S
1.9
1.8
1.7
1.6
1.5
1.4
1.3
1.2
1.1
A1
B1
C1
D1 2.10
2.7
2.5
2.3
2.1 E1
F1
G1
A2
H1
I1
J1
B2
K1
C2
L1
M1 2.9
2.8
2.6
2.4
2.2 N1
O1
F O U N D A T I O N S T R U C T U R A L
P L A N
Scale: 1/132”
FOUNDATION STRUCTURAL PLAN 1/16” = 1’
1.9
1.8
1.7
1.6
1.5
1.4
1.3
1.2
1.1
A1
B1
C1
D1 2.10
2.7
2.5
2.3
2.1 E1
220
F1
G1
A2
H1
I1
J1
B2
K1
C2
L1
M1 2.9
2.8
2.6
2.4
2.2 N1
O1
G R O U N D F L O O R S T R U C T U R A L P L A N Scale: 1/132”
GROUND FLOOR STRUCTURAL PLAN 1/16” = 1’
1.9
1.8
1.7
1.6
1.5
1.4
1.3
1.2
1.1
A1
B1
C1
D1 2.10
2.7
2.5
2.3
2.1 E1
F1
G1
A2
H1
I1
J1
B2
K1
C2
L1
M1 2.9
2.8
2.6
2.4
2.2 N1
O1
FIRST FLOOR STRUCTURAL PLAN 1/16” = 1’
F I R S T F L O O R S T R U C T U R A L P L A N Scale: 1/132”
1.9
1.8
1.7
1.6
1.5
1.4
1.3
1.2
1.1
A1
B1
C1
D1
E1
F1
G1
H1
I1
J1
K1
S E C O N D F L O O R S T R U C T U R A L P L A N
L1
M1
N1
Scale: 1/132”
O1
SECOND FLOOR STRUCTURAL PLAN 1/16” = 1’
1.9
1.8
1.7
1.6
1.5
1.4
1.3
1.2
1.1
A1
B1
C1
D1
F1
G1
H1
I1
J1
K1
T H I R D F L O O R S T R U C T U R A L P L A N
L1
M1
N1
Scale: 1/132”
O1
THIRD FLOOR STRUCTURAL PLAN 1/16” = 1’
1.9
1.8
1.7
1.6
1.5
1.4
1.3
1.2
1.1
A1
B1
C1
D1
E1
F1
G1
H1
I1
J1
R O O F S T R U C T U R A L
K1
L1
P L A N
M1
N1
Scale: 1/132”
O1
ROOF STRUCTURAL PLAN 1/16” = 1’
221
E1
R A M P
S T R U C T U R A L
222 LOAD TRACING
ramp section: green roof>steel framing>retaining walls>concrete footings
L O A D
T R A C I N G
B U I L D I N G
02
T R A C I N G
03
223
01
L O A D
steel + retaining wall
waffle slab + concrete columns
ACING
p steel+retaining walls, waffle slab+concrete columns, structural curtain wall+slabs
structural curtain wall + concrete beams + slabs
E X P L O D E D
S T R U C T U R E
224
225
226 GF
1F
M E C H A N I C A L
A X O N O M E T R I C
227
E X P L O D E D
2F
3F
RF
228
M E C H A N I C A L
L O N G I T U D I N A L
P E R S P E C T I V E
S E C T I O N
1.8
1.7
1.6
1.5
1.4
1.3
1.2
1.1
1.9
1.8
1.7
1.6
1.5
1.4
1.3
1.2
A1
B1
B1
C1
C1
D1 2.10
2.7
2.5
2.3
D1
2.1
2.10
2.7
2.5
2.3
2.1
E1
E1
F1
F1
G1
A2
G1
A2
H1
B2
H1
I1
I1
J1
J1
B2
K1
C2
K1
C2
L1
L1
M1 2.9
2.8
2.6
2.4
M1
2.2
1/132
gF gf 1f zone 6
2.9
2.8
2.6
2.4
2.2
N1
N1
O1
O1
ground floor mechanical plan return at ceiling supply at ceiling supply at ceiling bowling alley main: branch:
mech. room
fresh air louvers area [mech. room wall] exhaust air louvers area [roof of mech. shaft]
1/132
1F 2f
6300 ft2 4’ - 6” 7’ - 0” 5079 ft2 250 ft2
zone 1 + zone 2
zone 3
200 ft2
zone 5
split vav air system
1.1
A1
boiler room + chiller plant [use campus boiler + chiller] approx. cooling air volume: fan room req’d. area:
95000CFM 2500 ft2
1st floor mechanical plan return at ceiling supply at ceiling east west main: branch:
8650 ft2 5’ - 0” 8’ - 0”
restrooms + computer lab main: branch: [direct return through restrooms]
2375 ft2 1’ - 6” 2’ - 6”
cafeteria main: branch: [direct return through zone 5]
2723 ft2 1’ - 6” 2’ - 6”
229
1.9
230 M E C H A N I C A L
T R A N S V E R S E
P E R S P E C T I V E
S E C T I O N
1/132
2F 3f
1.8
1.7
1.6
1.5
1.4
1.3
1.2
1.1
1.9
zone 2
zone 5
1.5
1.4
1.3
1.2
1.1
A1
C1
C1
D1
D1
E1
E1
F1
F1
G1
G1
H1
H1
I1
I1
J1
J1
K1
K1
L1
L1
M1
M1
N1
N1
O1
O1
2nd floor
1/132
mechanical plan return at ceiling supply at ceiling
3f
east west main: branch:
zone 2
6072 ft 3’ - 6” 6’ - 0” 2
restrooms + computer lab main: branch: [direct return through restrooms]
1377 ft >1’ - 0” >2’ - 0”
cafeteria main: branch: [direct return through zone 5]
3204 ft >2’ - 6” >3’ - 6”
retail main: branch: [direct return through zone 5]
2375 ft2 2 - 0” 3’ - 0”
2
zone 4 zone 4
1.6
B1
zone 3 zone 3
1.7
B1
zone 1 + zone 1 +
1.8
A1
2
zone 5
3rd floor mechanical plan return at ceiling east west main: branch:
7305ft2 4’ - 0” 7’ - 0”
restrooms + computer lab main: branch: [direct return through restrooms]
1377 ft2 >1’ - 0” >2’ - 0”
offices main: branch:
1632 ft2 1’ - 0” 2’ - 0”
catering kitchen main: branch: [direct return through zone 5]
1480 ft2 1’ - 0” 2’ - 0”
231
1.9
5
---
Sim
METAL CLAD PARAPET- SEE DETAIL PARAPET CAP WOOD BLOCKING DRIP EDGE WATERPROOF MEMBRANE (2 LAYERS)
E X T . D E T A I L S E C T I O N
W A L L
WOOD BLOCKING EPDM ROOFING
14’-0”
THERMAL INSULATION (6"; R30) SLOPE 1/4" / 1'-0"
3/16” Scale
POST-TENSION CABLE- SEE ENGINEERING SUSPENSION INDIRECT LIGHTING DROP CEILING SUSPENSION CABLE (2'-9" CAVITY) BOLT ADDITIONAL 5 1/2" METAL STUD W/ INSULATION AND 1/2" GYP. BOARD@ CURTAINWALL HEAD AND SILL
DROP CEILING METAL FRAMING (2-1/2") 3FORM RESIN PANEL (1/2")
WOOD BLOCKING 7 1/2" DOUBLE GLAZED CURTAINWALL DRIP EDGE AND FLASHING HORIZONTAL OPERABLE METAL CLAD LOUVERS
7 1/2" CUTRTAINWALL WOOD BASE RUNNER WOOD FURRING STRIP (1-1/2"; 2'-0" O.C.) FINISH FLOOR (WOOD) PROTECTIVE LAYER
14’-0”
SOUND ATTENUATION INSULATION (1-1/2")
POST-TENSION CABLE- SEE ENGINEERING SUSPENSION INDIRECT LIGHTING DROP CEILING METAL FRAMING (2-1/2")
SPANDREL- SEE DETAIL 7 1/2" CURTAINWALL
3FORM RESIN PANEL (1/2") DROP CEILING SUSPENSION CABLE (2'-9" CAVITY)
232
---
4
14’-0”
POST-TENSION CABLE- SEE ENGINEERING SPANDREL- SEE DETAIL
SUSPENSION INDIRECT LIGHTING DROP CEILING METAL FRAMING (2-1/2")
7 1/2" CURTAINWALL
3FORM RESIN PANEL (1/2") DROP CEILING SUSPENSION CABLE (2'-9" CAVITY)
7 1/2" CURTAINWAL WOOD BASE RUNNER 4" WOOD FLOOR STRUCTURE 2'-0" O.C. WOOD STRIP FLOORING 4" SOUND ATTENUATION INSULATION CONCRETE WAFFLE SLAB
16’-0”
METAL RAINSCREEN "T" BRACKET (2-1/2")
STEEL ANGLE
1-HR FIRE RATED SLAB (6")
PERFORATED METAL PANEL (3' x 10' x 3/32") WATERPROOF MEMBRANE
POST-TENSION CABLE- SEE ENGINEERING
FIBER CEMENT PANEL (1") DRIP EDGE; METAL FLASHING
REBAR REINFORCEMENT (1/4") WAFFLE SLAB STEM (6" TO 12" TAPER)
E X T . D E T A I L E L E VA T I O N
W A L L
233
3/16” Scale
6" RIGID INSULATION 2 LAYERS OF WATERPROOF MEMBRANE EPDM ROOF MATERIAL CURTAINWALL PARAPET- SEE DETAIL
E X T . C U R T A I N S E C T I O N
W A L L
1
---
SLOPE 1/4" / 1'-0"
POST-TENSION CABLE- SEE ENGINEERING
3/16” Scale
MECHANICAL DUCT- SEE MECHANICAL SUSPENDED CEILING CABLES
VERTICAL LOUVER STRUCTURE SYSTEM (SEE MANUFACTERER'S SPECS)
2 1/2" METAL STUD CEILING FRAMING SYSTEM
PERFORATED METAL VERTICAL LOUVERS (MATCH EXTERIOR)
1/2" 3FORM CEILING TILES 30" REINFORCED CONCRETE COLUMN-SEE STRUCTURAL
10 1/2" CURTAINWALL HEADER; BLOCK IF NECESSARY TO MAKE EVEN WITH ENVELOPE
BRACKETING SYSTEM
15" VERTICAL PERFORATED METAL LOUVERS
1/2" 3FORM PANELS 3 5/8" METAL STUDS
12" STEEL COLUMNS BEYOND 15'-0" O.C.
PERFORATED METAL VERTICAL LOUVERS (MATCH EXTERIOR) 10 1/2" CURTAINWALL HEADER; BLOCK IF NECESSARY TO MAKE EVEN WITH ENVELOPE VERTICAL LOUVER STRUCTURE SYSTEM (SEE MANUFACTERER'S SPECS)
SUSPENDED CEILING CABLES 2 1/2" METAL STUD CEILING FRAMING SYSTEM 1/2" 3FORM CEILING TILES 30" REINFORCED CONCRETE COLUMN-SEE STRUCTURAL
BRACKETING SYSTEM 1/2" 3FORM PANELS 3 5/8" METAL STUDS
30" REINFORCED CONCRETE COLUMN- SEE STRUCTURAL 1" RIGID INSULATION PROTECTION LAYER WOOD STRIP FLOORING
234
WOOD BASE RUNNER
PERFORATED METAL VERTICAL LOUVERS (MATCH EXTERIOR)
POST-TENSION CABLE- SEE ENGINEERING
10 1/2" CURTAINWALL HEADER; BLOCK IF NECESSARY TO MAKE EVEN WITH ENVELOPE VERTICAL LOUVER STRUCTURE SYSTEM (SEE MANUFACTERER'S SPECS)
MECHANICAL DUCT- SEE MECHANICAL SUSPENDED CEILING CABLES 2 1/2" METAL STUD CEILING FRAMING SYSTEM 1/2" 3FORM CEILING TILES
PERFORATED METAL VERTICAL LOUVERS (MATCH EXTERIOR) 10 1/2" CURTAINWALL HEADER; BLOCK IF NECESSARY TO MAKE EVEN WITH ENVELOPE VERTICAL LOUVER STRUCTURE SYSTEM (SEE MANUFACTERER'S SPECS)
WOOD BASE RUNNER 2 X 4 WOOD FLOOR STRUCTURE WOOD STRIP FLOORING 4" SOUND ATTENUATION INSULATION POST-TENSION CABLE- SEE ENGINEERING
30" REINFORCED CONCRETE COLUMN- SEE STRUCTURAL BRICK PAVERS- MATCH EXISTING 2" SAND GRAVEL
EXPANSION JOINT BETWEEN EXISTING AND NEW BRICK PAVERS
5" DRAIN 4" DRAIN 16" CONCRETE FOOTING
EPDM ROOF MATERIAL
SHEET METAL PARAPET WOOD BLOCKING 3 5/8" METAL STUDS CANT STRIP WOOD BLOCKING WATERPROOF MEMBRANE 1" GYPSUM SHEATHING PERFORATED METAL PANEL SYSTEM (3/32")
235
ENVELOPE "T" BRACKET
2" POST-TENSION CABLE 5'-0" O.C. FLASHING WITH DRIP EDGE VERTICAL LOUVER STRUCTURE SYSTEM (SEE MANUFACTERER'S SPECS) PERFORATED METAL VERTICAL LOUVERS (MATCH EXTERIOR) 10 1/2" CURTAINWALL HEADER; BLOCK IF NECESSARY TO MAKE EVEN WITH ENVELOPE
1
C U R T A I N
W A L L
P A R A P E T D E T A I L
6" RIGID INSULATION 2 LAYERS OF WATERPROOF MEMBRANE EPDM ROOF MATERIAL CURTAINWALL PARAPET- SEE DETAIL
E X T . C U R T A I N W A L L S E C T I O N & E X P A N S I O N J O I N T
---
1
Sim
VERTICAL LOUVER STRUCTURE SYSTEM (SEE MANUFACTERER'S SPECS)
3/16” Scale
PERFORATED METAL VERTICAL LOUVERS (MATCH EXTERIOR) 10 1/2" CURTAINWALL HEADER; BLOCK IF NECESSARY TO MAKE EVEN WITH ENVELOPE
VERTICAL LOUVER STRUCTURE SYSTEM (SEE MANUFACTERER'S SPECS) PERFORATED METAL VERTICAL LOUVERS (MATCH EXTERIOR) 10 1/2" CURTAINWALL HEADER; BLOCK IF NECESSARY TO MAKE EVEN WITH ENVELOPE
236 4" SOUND ATTENUATION INSULATION PROTECTIVE LAYER WOOD STRIP FLOORING WOOD BASE RUNNER 10 1/2" CURTAINWALL HEADER; BLOCK IF NECESSARY TO MAKE EVEN WITH ENVELOPE OPERABLE VERTICAL LOUVER STRUCTURE SYSTEM (SEE MANUFACTERER'S SPECS) EXPANSION JOINT - SEE DETAIL
CONCRETE RETAINING WALL WITH 6" PRECAST CONCRETE WALL CAP
6" INSULATION GREENROOF - SEE DETAIL
5" CONCRETE
Sim
3
---
16" STEEL GIRDER 12" METAL TUBE COLUMN
---
2
MECHANICAL ROOM
16" DEEP CONCRETE FOOTING 6" CONCRETE SLAB ON GRADE
OPERABLE VERTICAL LOUVER STRUCTURE SYSTEM (SEE MANUFACTERER'S SPECS) EXPANSION JOINT FLOOR PLATE EXPANSION JOINT RUBER CAULKING CORRUGATED METAL DECKING 3" CONCRETE 6" INSULATION METAL STUD FRAMING TO MEET EDGE OF SLAB AND EDGE OF GREEN ROOF
237
CORRUGATED METAL DECK
2
E X P A N S I O N
J O I N T D E T A I L
WATERPROOF MEMBRANE EXTERIOR LIGHT GRAVEL STEEL PLATE PROTECTCION BOARD GRASS 5" SOIL FILTER FABRIC MOISTURE RETENTION LAYER AERATION LAYER DRAINAGE LAYER W/ 3" DRAIN ROOT BARRIER PROTECTION MAT THERMOPLASTIC WATERPROOF MEMBRANE
238 CORRUGATED METAL DECK 3" CONCRETE 6" INSULATION
G R E E N R O O F D E T A I L
A S S E M B L Y
3
HORIZONTAL OPERABLE METAL CLAD LOUVERS SPACED AT 2'-0"
239
7 1/2" DOUBLE GLAZED CURTAINWALL 1 HR FIRE RATED SLAB (6") POST-TENSION CABLE- SEE ENGINEERING REBAR 1/2" GYPSUM WALL BOARD SPANDREL GLAZING
4
S P A N D R E L
A T
L O U V E R S D E T A I L
PARAPET CAP WOOD BLOCKING DRIP EDGE WATERPROOF MEMBRANE (2 LAYERS) WOOD BLOCKING
5
EPDM ROOFING
---
M E T A L C L A D S E C T I O N
THERMAL INSULATION (6"; R30)
W A L L
14’-0”
3/16” Scale
1/2" 3FORM PANEL WOOD BASE RUNNER WOOD BLOCKING FINISH FLOOR (WOOD) PROTECTIVE LAYER SOUND ATTENUATION INSULATION (1-1/2") WOOD FURRING STRIP (1-1/2"; 2'-0" O.C.)
14’-0”
POINT SUPPORT HARDWARE DROP CEILING METAL FRAMING (2-1/2") 3FORM RESIN PANEL (1/2") SUSPENSION INDIRECT LIGHTING DROP CEILING SUSPENSION CABLE (2'-9" CAVITY)
1/2" 3FORM PANEL WOOD BASE RUNNER WOOD BLOCKING FINISH FLOOR (WOOD) PROTECTIVE LAYER SOUND ATTENUATION INSULATION (1-1/2")
240
WOOD FURRING STRIP (1-1/2"; 2'-0" O.C.)
14’-0”
POINT SUPPORT HARDWARE DROP CEILING METAL FRAMING (2-1/2") 3FORM RESIN PANEL (1/2")
6
SUSPENSION INDIRECT LIGHTING
---
DROP CEILING SUSPENSION CABLE (2'-9" CAVITY)
CLADDING-INTERIOR WALL SECTION- SEE DETAIL
WOOD BASE RUNNER 4" WOOD FLOOR STRUCTURE 2'-0" O.C. WOOD STRIP FLOORING 4" SOUND ATTENUATION INSULATION CONCRETE WAFFLE SLAB
METAL RAINSCREEN "T" BRACKET (2-1/2")
STEEL ANGLE PERFORATED METAL PANEL (3' x 10' x 3/32")
16’-0”
1-HR FIRE RATED SLAB (6")
WATERPROOF MEMBRANE
POST-TENSIONING CABLE (2" RADIUS; 5'0" O.C.)
FIBER CEMENT PANEL (1")
REBAR REINFORCEMENT (1/4")
DRIP EDGE; METAL FLASHING
WAFFLE SLAB STEM (6" TO 12" TAPER)
BRICK PAVERS (8"x2-1/4") SAND (1-1/2") GRAVEL (6")
PARAPET CAP WOOD BLOCKING DRIP EDGE METAL RAINSCREEN "T" BRACKET (2-1/2")
WATERPROOF MEMBRANE; DOUBLE LAYER
THERMAL INSULATION (6"; R30)
WOOD BLOCKING
METAL STUD FRAMING (6"; 2'-0" O.C.)
THERMAL INSULATION (6"; R30)
WATERPROOF MEMBRANE
EPDM ROOFING
FIBER CEMENT PANEL (1")
WAFFLE SLAB
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PERFORATED METAL PANEL (3/32")
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M E T A L
C L A D
P A R A P E T D E T A I L
6" RIGID INSULATION EPDM ROOF MATERIAL SHEET METAL PARAPET WOOD BLOCKING 2 LAYERS OF WATERPROOF MEMBRANE CANT STRIP WOOD BLOCKING
P U N C T U R E C U R T A I N W A L L S E C T I O N
6" METAL STUDS WATERPROOF MEMBRANE 1" GYPSUM SHEATHING
SLOPE 1/4" / 1'-0"
14’-0”
3/16” Scale SUSPENDED CEILING CABLES 2 1/2" METAL STUD CEILING FRAMING SYSTEM 1/2" 3FORM CEILING TILES
BALLROOM
30" REINFORCED CONCRETE COLUMN BEYOND- SEE STRUCTURAL WOOD BASE RUNNER PROTECTION LAYER WOOD STRIP FLOORING 1" RIGID INSULATION
14’-0”
1/2" AIRSPACE SPANDREL GLASS SYSTEM 1/2" GYPSUM SHEATHING
30" REINFORCED CONCRETE COLUMN BEYOND- SEE STRUCTURAL 6" CONTINUOUS CURTAINWALL SURROUNDING PUNCTURE
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SPANDREL GLASS 1/2" GYPSUM BOARD AIRSPACE POST-TENSION CABLE -SEE ENGINEERING
14’-0”
REBAR SUSPENDED CEILING CABLES 2 1/2" METAL STUD CEILING FRAMING SYSTEM 1/2" 3FORM CEILING TILES
DINING ROOM 30" REINFORCED CONCRETE COLUMN BEYOND- SEE STRUCTURAL WOOD BASE RUNNER 2 X 4 WOOD FLOOR SUPPORTS WOOD STRIP FLOORING 4" SOUND ATTENUATION INSULATION
16’-0”
POST-TENSION CABLE -SEE ENGINEERING DRIP EDGE AND FLASHING
BRICK PAVERS (8"x2-1/4") SAND (1-1/2") 5" DRAIN GRAVEL (6")
3FORM RESIN PANEL (4' x 8' x 1/2") POINT SUPPORT HARDWARE AIR GAP (1-1/2") GYPSUM SHEATHING (1") METAL FRAMING (6"; 24" O. C.) THERMAL INSULATION (6"; R30)
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WATERPROOF MEMBRANE FIBER CEMENT PANEL (1") METAL RAINSCREEN "T" BRACKET (2-1/2") PERFORATED METAL PANEL (5' x 10' x 3/32") BENT ON 4 SIDES AND BOLTED TO BRACKET
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M E T A L
C L A D W A L L D E T A I L
GLASS RAILING SHEET METAL PARAPET WOOD SHIM
G R E E N R O O F S E C T I O N 3/16” Scale
BLOCKING
W A L L
WATERPROOF MEMBRANE FLASHING WITH DRIP EDGE
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GREENROOF SYSTEMSEE DETAIL 12" STEEL BEAM- SEE STRUCTURAL PLANS WELDED SHEAR CONNECTION
244 REBAR CONCRETE RETAINING WALL
BOWLING ALLEY
5" INSULATION WOOD STRIP FLOORING 2x4 RAISED WOOD DECKING 3 1/2" SOUND ATTENUATION INSULATION WOOD BASE RUNNER 3" CONCRETE SLAB ON GRADE 16" CONCRETE FOOTING
3FORM RESIN PANEL (4' x 8' x 1/2") POINT SUPPORT HARDWARE AIR GAP (1-1/2") GYPSUM SHEATHING (1") METAL FRAMING (6"; 24" O. C.)
WATERPROOF MEMBRANE
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THERMAL INSULATION (6"; R30)
FIBER CEMENT PANEL (1") METAL RAINSCREEN "T" BRACKET (2-1/2") PERFORATED METAL PANEL (5' x 10' x 3/32") BENT ON 4 SIDES AND BOLTED TO BRACKET
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I N T E R I O R W A L L S E C T I O N D E T A I L
P E R S P E C T I V E
R E N D E R I N G
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R E N D E R I N G
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P L A Z A
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C O M P E T I T I O N
D E P A R T M E N T
S O L A R
E N E R G Y
D E C A T H L O N
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The Solar Decathlon is an energy competition run and sponsored every two years by the Department of Energy. Schools develop a team and a concept and apply to compete. Twenty designs are chosen from the applicant pool. The competing schools develop their designs to one hundred percent complete construction documents while meeting periodical submittals to the Department of Energy. Once construction documents are complete, the teams travel to Irvine, California to build their designs. Teams are given a nine-day construction period to complete construction of their 1,000 square foot solar homes. At construction completion, teams put down their tools and begin the competition. The Solar Decathlon consists of ten individual competitions in which decathletes compete over a two-week period while simultaneously showcasing their designs to the public. An elected jury judges five of the competitions, while the remaining are measured competitions. Architecture, Affordability, Communications, Engineering, and Market Appeal are juried,
O F
while Appliances, Comfort Zone, Commuting, Energy Balance, Home Life are measured. The competitions are designed to showcase that the houses cannot only be built and look visually attractive, but can perform and operate to the standards of a real functioning house. After the last competition and a closing ceremony, the students must begin the take down process. After only a tenday exhibition period, the projects must be disassembled within five days. The competition resulted with Clemson coming in 6th overall, with 851.461 points out of a total 1,000 possible. Throughout the competition,Team Clemson acquired a number of notable awards: 1st in Commuting, 2nd in Architecture, 2nd in Communications, 3rd in Market Appeal, 5th in Engineering, and 7th in Affordability. In order to acquire those awards, the students of Team Clemson needed to pay full attention to the competition. So a core team of nine graduate students spent the semester in California living in Newport Beach to be close to the competition.
FALL 2015 | Graduate, Second Year [ Photo at right courtesy of DoE ]
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T H E
B U I L D
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Our team races to the site on the first morning of the construction portion of the competition. Due to the congestion of truck deliveries, we brought in as much as we could carry once the gates opened in order to get a head start on our competitors.
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255 T H E
F U N N Y
P AG E S
No house is complete without a mailbox, and no Clemson team is complete without their Saturday football. During competition, the team rented a projector and used one of the box trucks in order to support the Tigers and watch the football game back on the East coast. Photos courtesy of the DoE.
O P E N I N G
C E R E M O N Y
All teams gather after completion of the build for the official opening of the park for public exhibition and competition. Photos courtesy of the DoE.
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258 C O M P E T I T I O N The competition team poses in front of the finished Clemson solar house, ready to open the doors for public tours and exhibition. On the opposite page, the core team displays a traditional Clemson cheer in front of the house for the press. Photos courtesy of the DoE.
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C L E M S O N
U N I V E R S I T Y
I N D I G O Indigo and Pine both have a colorful history as popular crops of South Carolina. Clemson University’s Solar Decathlon team adopted the two to brand a “small Southern home that lives big.”
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The inspiration for Indigo Pine began by taking a fresh look at the safety and energy efficiency of traditional construction methods. The goals were to build a greener, easier to build, and safer net-zero home for a southern style family of four. This led to the development of a new structural system, Sim[PLY], a series of interlocking precut plywood pieces. This system utilized CNC technology, or computer numerical control, to cut designed pieces from locally sourced plywood. These cut pieces are held together with stainless steel zip ties. There are no nails in the entire construction process; screws are used since they hold their structural integrity for reuse. The competition holds participants to OSHA safety standards, and throughout two assemblies and one disassembly, all with unskilled labor, there have been no
P I N E
injuries due to Indigo Pine innovations. The newly designed systems include an energy efficient foundation system, intuitive structural system, a space efficient floor plan, a southern front porch, expansive cabinetry system, as well as a hands-on HVAC system. Each system keeps safety in mind, as well as ease of installation and usability. Homeowners become the most important aspect of energy saving within their own home. Indigo Pine’s innovative systems significantly cut down construction time. During the competition we were able to build from the ground up in nine days with complete finishings, electrical, mechanical, and plumbing. The intuitive construction method eliminates the need for measuring or cutting on site and shifts the construction process from building to an assembly process. This allowed the building of not one, but two houses. Indigo Pine East is a full-scale prototype for the various new systems developed by students, and acts as a laboratory in a new era of architectural education; design build.
FALL 2015 | Graduate, Second Year [ Photo at right image of Completed Porch ]
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263 M U L T I - D I S C I P L I N E Over 200 Clemson students touched the project over the two year period, from all disciplines: mechanical engineering, electrical engineering, structural engineering, marketing, communications, packaging science, construction science, landscape architecture, and architecture. There were students represented from all five colleges at the University. Other departments donated services in other ways: the dining set is a special design from ceramics students specifically for Indigo Pine and our brand.
264 H O U S E
V I A
E M A I L
Indigo Pine is an emailable house. With the CNC technology, you are able to email the cut files to any CNC facility in the country. Email the files to the closest CNC facility to site, cut the entire house locally, and transport the cut materials a few miles down the road to assemble on site. This eliminates transporting materials across the country, which cuts down emissions, saves money, and saves energy.
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C H I L D R E N ' S
B E D R O O M
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Indigo Pine differs from other Solar Decathlon entries because it offers a three-bedroom layout fit for a family of four, with room to grow. The constructed house showcases a toddlerâ&#x20AC;&#x2122;s room as well as a loft style childrenâ&#x20AC;&#x2122;s bedroom with office underneath. There is ample room for bunk beds in one or both spare bedrooms, along with a full sized bed in the master.
268 C H I L D R E N ' S
B E D R O O M
The ability to fit three bedrooms in less than a thousand square feet is thanks to a combined entry, dining, living, and kitchen space, as well as the double thick cabinetry system that acts as the interior walls.
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F O U N D A T I O N board pattern with spacer blocks in between to allow ventilation. Air passes through the foundation and up-turned block through the ventilation gaps before reaching the airhandling units on the back of the house. In winter, the radiant heat from the ground warms the block, which in turn pre-warms the air brought in from the wind before it reaches the air units. The air is already preheated when it reaches the air handlers, which means the HVAC systems utilize less energy to heat the air for the interior of the home.
The reverse happens in summer; the ground cools the block that pre-cools the air before reaching the units. The important take away from this particular system is that it can be retrofitted to any mobile home or house with a crawlspace to help decrease energy use. It utilizes common materials in an innovative way to save energy, and most importantly, homeowners can install it themselves and be part of the energy saving process for their homes.
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One of the energy saving systems for the house is a specially designed foundation. The system uses passive energy to heat the house in winter and cool the house in summer. Standard CMU block are line around the perimeter, end to end, with strategically placed ventilation gaps to capture the prevailing winds. The perimeter is then filled with rebar and tie-down straps, which is topped off with concrete to create a bond beam. The interior is filled with more concrete block, turned on its side and staggered in a checker
272 S T R U C T U R E The structure for Indigo Pine is a groundbreaking, student-developed, patent pending, new technology. The Sim[PLY] system is made out of locally sourced plywood cut with a CNC (computerized numerical control) computer guided router. Each piece is designed in 3D modeling software, and exported to a cut file with a unique number on each piece. The piece number corresponds to assembly drawings, which inform you step by step how to assemble the house. The design has precut slots and locations designated for wiring, plumbing, and ductwork. The pieces fit together with connections similar to old style mortise and tenon joints. Each of the interlocking plywood pieces are held together with stainless steel zip ties, cinched
together with a handgun to save energy. As a new structural method, the Sim[PLY] system has undergone extensive and rigorous structural testing. The testing found that all aspects of the structure overall held up better than or as good as traditional structural methods. In compression, the system tested the same as conventional construction, however, laterally, the Sim[PLY] system is much more strong. It is better suited for earthquakes since there are more points of contact within the structure, which was a major concern for the Solar Decathlon competition in California. The walls are assembled flat on the floor platform. Once pieces are all interlocked within a wall, the entire exterior wall is slipped within
a pivot joint in the floor, raised at all at once, and when erect, locks into place. The process is similar to an old-fashioned barn raising, an act that brings in the entire community. This is one of many examples in the project where deep-rooted southern tradition is paired with new technology and innovation. All of these characteristics allow a fast paced assembly time. So fast paced in fact, that an unskilled workforce was able to build all flat packed 5,342 pieces from the ground up in 9 days, and disassemble and repack in less than 3. For a time-lapse video of the competition, search â&#x20AC;&#x153;Solar Decathlon 2015: Indigo Pine Timelapseâ&#x20AC;? on YouTube. [ Photo above courtesy of the DoE ]
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S T R U C T U R A L
C O N N E C T I O N S
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M O RT I S E + TENON (3)
NOTCH JOINT
“S” JOINT
SLOT JOINT
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M O RT I S E + TENON (2)
M O RT I S E + TENON (1) 3
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2
10
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BALL JOINT
“Z” JOINT
DOUBLE NOTCH JOINT
T I LT- U P JOINT
M O RT I S E + TENON (4)
C A B I N E T R Y
S Y S T E M
None of the interior walls are structural at Indigo Pine thanks to the box girder structural member running the length of the house. The glulam truss spans the full 36 feet. With only external structural walls, the house becomes an empty 24’x36’ box, ready for customization. The interior walls are actually an extensive cabinetry system, made of higher quality birch plywood cut with a CNC and assembled in the same method as the structure. There are drop ceilings in the hallways and bathroom to create a more intimate atmosphere, which also doubles as room for ductwork.
This varying ceiling height creates a hierarchy within the home and an illusion of higher ceilings in the bedrooms. The “walls” are double thick to offer storage on both sides, eliminating the need for closets within the home. Once filled, the storage items act as further insulation. The system is completely customizable; for example, at Indigo Pine, there is an emphasis on family. Therefore the bedrooms are smaller with a larger living space to encourage the family to interact. One may push and pull walls or swap out cabinets depending on their specific needs.
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D O O R S
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Influenced by Japanese design, each door in the house has shoji paper screens in order to allow light penetration, privacy, as well as limit the weight of a solid plywood door.
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S Y S T E M S The most innovative part of the system is how the homeowners control their air. Indigo Pine offers a unique air diverter system. Tucked into the hallway is a panel with three different pegs that can be manipulated by hand. The pegs are attached to simple bicycle cables that run up through the ducts to attach to diverter panels within the duct Tâ&#x20AC;&#x2122;s. Family members can push and pull the air to where they need it most within the home.
If everyone is enjoying a movie in the family room together, there is no need to heat/cool the back bedrooms. With the diverter panel, you can move the air away from the bedrooms to the family room. Energy is not wasted heating or cooling rooms not in use, just another way to involve the homeowner in the energy saving processes of their home.
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The air enters up through one of the cabinet units into student designed ACM ductwork. The ducts are made out of the same material as the siding, saving leftover material, then cut on a CNC machine, just like the structure. This allows the ductwork to be flat packed, and assembled on site. The air enters the house through specially designed grates, CNC cut into the plywood ceiling panels, creating a seamless ceiling plane.
B A T H R O O M
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In order to ease the congestion of morning routines that can occur with one bathroom and four family members, the bathroom is split into two half baths. One bathroom contains a toilet and a sink, while the other contains a shower bath as well as another sink.The doors are pocket doors on sliding tracks to save space on door swings.
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285 A D A We wanted Indigo Pine to be a home for everyone. While not a requirement for the competition, Indigo Pine is completely ADA accessible, including all hallways, bedrooms, doorways, and bathrooms. This not only benefited visitors and patrons during the competition, but any future owners and occupants of Indigo Pine. Disabilities should not prevent attaining affordable, energy efficient, attractive housing.
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287 E N E R G Y
C O N S C I O U S
A major pillar of Indigo Pine is energy conservation. The assembly of our house utilizes hand tools throughout the process for safety as well as energy; zip tie guns cinch the structure together, pop rivet guns secure the ACM siding panels, genie lifts use man powered cranks to lift heavier members into place safely. The design calls for locally sourced plywood as well as dimensional lumber to save energy on transportation of materials.
ALUMINUM ROOFING
LIGHT TROUGH
PORCH SWING
SLIDING DOORS
HANGING PLANTERS
288 C A R P O RT BENCH
F R O N T
ELECTRIC CAR
EXTRUDED FIBERGLASS
CALIFORNIA REDWOOD
ADA RAMP
P O R C H
No southern style home is complete without a welcoming front porch. Indigo Pine is committed to utilizing locally sourced materials to cut down on the cost of transportation in order to make a more energy conscious home. Indigo Pine East in Clemson, South Carolina utilized dimensional southern pine as a porch
material, while Indigo Pine West in Irvine, California showcased local California redwood. The porch has a sleeper swing directly off the master bedroom, shaded by extruded fiberglass screens that offer privacy while still allowing plenty of light and shadow. A completely separate structure from the house, one
could easily retrofit their existing home with an old Carolina farmhouse influenced front porch. It not only acts as a buffer between indoors and outdoors, but also holds extra solar panels for energy collection, a covered carport, and shade from the harsh western sun.
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C O M P E T I T I O N
P H O T O S
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Photos highlight the California Redwood porch during competition. The DoE required an ADA ramp to the entrance to allow touring for all visitors, however if used outside of the competition, the ramp would be replaced by more traditional stairs. Photos courtesy of the DoE.
A L U M I N U M
T H E The exterior siding is a CNC-fabricated Aluminum Composite Material (ACM) system which can be flat-packed and shipped to site and installed using only hand tools. ACM consists of two thin aluminum sheets sandwiching a plastic core, creating a strong, rigid panel available in a myriad of finishes.
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ACM sheets are first CNC cut and etched, then the panels are folded by hand to create a self-furring channel. The folded panels are fastened into place using rivets and a hand powered rivet gun. The folded siding is screwed to the ZIP sheathing, which has CNC cut slots that snap onto the tabs of the structure. Unlike most residential siding, Indigo Pineâ&#x20AC;&#x2122;s
E N V E L O P E
S K I N folded ACM panels create a 2â&#x20AC;? air cavity between the structural sheathing and the exposed siding surface, allowing natural air flow within the cavity to cool the space, reducing heat transfer from the exterior siding surface to the sheathing. Combined with sheathing and insulation the floor has an R-value of R-35, while the lower, thicker part of the wall has an R-Value of R-38. The upper, thinner part of the wall has an R-Value of R-32, and the roof has an R-Value of R-40. These values are far above the code mandated minimum, and are easily achieved through the cavity depth and minimal thermal bridging of the CNC cut plywood structure.
SPRING & FALL 2015 | Graduate, Second Year [ Photo at right view of installed siding system ]
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Aluminum Composite Material: recycled plastic core laminated between two thin sheets of aluminum
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2â&#x20AC;? Overlap Zone: panels overlap one another to provide stronger connection and seal
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2â&#x20AC;? Overlap Zone: panels overlap one another to provide stronger connection and seal
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Folded Channels: provide 2â&#x20AC;? offset to create air gap off sheathing for ventilation and cooling
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Alignment Tabs: rivet to form rigid connection & 90 degree bend
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Slip Joint: allows lateral movement to correct misalignments in the field
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Pre-drilled rivet holes: rivets connect individual panels to one another
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Pre-drilled screw holes: placed in cut file to align with structural elements
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EXTERIOR S H E AT H I N G
CEILING PA N E L S
SOFFIT PA N E L S
ROOF S H E AT H I N G
extruded PBR
7/16” weather treated OSB
23/32” structural plywood
1/2” birch vaneer plywood
23/32” weather treated OSB with radiant barrier
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ALUMINUM ROOFING
ACM SIDING
WINDOW SHROUDS
AIR GAP
SUBFLOOR
WA L L PA N E L S
CELLULOSE I N S U L AT I O N
4mm Aluminum Composite Material
3mm ACM
2” convective cooling
23/32” OSB subfloor
15/32” structural plywood
100% recycled batt.
01
C U T
ACM panels are cut on CNC machine, flat-packed and assembled on site. Specialty V-groove bits are used to allow hand bending of panels.
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02 F O L D
E D G E
By hand, gently and with even pressure, fold the inner most edge of the outer tabs in towards the V-groove cut on the backside of the panel. Proceed until each is at 90 degrees.
03 F O L D
O V E R
Repeat the folding process with the next edge of the outer tab, creating a channel. This ensures panels sit 2â&#x20AC;? off the sheathing, creating an air gap.
04 F O L D
T A B S
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Fold alignment tabs over one another. Begin with tab attached to front face, bend inwards 90 degrees and repeat with opposite tab. Maneuver until rivet holes align.
05 R I V E T
Use a hand pop rivet gun to connect smaller tabs, thus creating a rigid connection and finalizing the 3D panel. The rivets lock in the folds at 90 degrees, which allows an exact, self-aligning system and a more structurally sound panel.
C N C
C U T
F I L E S
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N O R T H
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S O U T H
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R E S U M E
2010-2012: Aggie Fish Club (AFC) Freshmen Leadership Org. Head of PR & Adver tising Awards & Recognition
2010-2012: Texas A&M Fish Camp Counselor
Organizations Education Work Experience
2010
2011-2012, 2013-2014: National Capital Texas A&M Club Leadership Award Recipient
2011-current: American Institute of Architecture Students (AIAS) Member
2011
Spring 2012: International Sustainable Laboratory Student Design Awardee
2012-2014: Phi Eta Sigma Honor Society Member
2012
2013
Spring 2013: Architecture Depar tment Study Abroad Scholarship Recipient
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Spring 2013: International Education Fee Scholarship Recipient Spring 2014: Magna Cum Laude Graduating GPA: 3.754
2014 2014-2016: Graduate Architecture Student Par tnership (GASP) Member
2015 Fall 2015: Clemson Solar Decathlon 1st Commuting 2nd Marketability 2nd Architecture 4th Affordability 5th Engineering 6th Overall Spring 2016: Architecture + Community Build (A+CB) Cer tificate Fall 2016: SimPLY Patent Application Pending
Fall 2015: Clemson Solar Decathlon Core Team Member Envelope Designer
2016 Summer 2016: Associate AIA
2017 Spring 2017: ACE Mentor Program Team Leader
2010-2014: Texas A&M University Bachelor of Environmental Design Honors Program
2011
technology 2011-2014: Texas A&M Woodshop Laser Cutter Technician & Head of Adver tising
interests
2012
2013
2014
2015
Board Games, Cacti, Chess, Craft Beer, Education, Exploration, Fishing, Furniture Design, Getting my Hands Dir ty, Ghost TV Shows, Hiking, Kayaking, Reading, Woodshop Working
Spring 2013: Barcelona Architecture Center Study Abroad Program 2013-2014: Dewberry Architect Intern Reference: Marlene Shade mshade@dewberry.com
2014-2016: Clemson University Master of Architecture Architecture + Community Build (A+CB)
Spring 2014: Color Up 5k Race Photographer 2014-2015: Graduate Assistant Clemson Digital Design Shop Summer 2015: Envelope Designer Clemson Solar Decathlon
2016
2017
Adobe Design Suite, AutoCAD, CNC Routing, Laser Cutting, Macintosh, Office Suite, PC, Revit, Rhinoceros, SketchUp Pro, 3D Printing, Maxwell Rendering, Maya, 3DS Max
Spring 2016: Laser Cutter Technician Clemson Digital Design Shop Summer 2016 - Present: Liollio Architecture Project Designer
design
SPRING 2013: Barcelona Market In-depth study of public space to develop an open air market
FALL 2013: Br yan Childrenâ&#x20AC;&#x2122;s Black Box Theater Integrated studio with design of architecture, systems, and structure SPRING 2014: Nigerian Mother & Child Specialty Hospital Joint studio with HKS to develop first childrenâ&#x20AC;&#x2122;s hospital in Nigeria SPRING & FALL 2015: Clemson U.S. Department of Energy Solar Decathlon House A family solar house with a unique plywood structural design and envelope system SPRING 2016: South Carolina State University Student Center Comprehensive studio integrating design, systems, and structure
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2010
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