Matthew Jefferies
ARCHITECTURE & CONSTRUCTION MANAGEMENT ACADEMIC PORTFOLIO
Table of Contents
ViscousUrbanGrowth Degree Project ICAA Winter Intensive
Continuing Education
4-17 18-19
West End Aquatic Center Historic Preservation Class Back Up Berlin Graduate Design Studio
20-23 24-25
Geodesy Library Graduate Design Studio
26-29
Cost Estimating Construction Management
30-33
Sever School Addition Construction Management
34-37
Next-Gen High-Speed Rail
38-39
Jack London House
Senior Project
Undergraduate Design Studio
Castellar Coliseum Graduate Design Studio
40-41 42-47
VISCOUSURBANGROWTH DEGREE PROJECT FALL 2018 PROFESSOR ADRIAN LUCHINI
ViscousUrbanGrowth is a mixed-use master plan that attempts to revive community through the exploration of regional architectural language. Using the Ville neighborhood as a site, I’m am initiating community revival and cohesion through the exploration of historical and contemporary urban design theories. The goal of this project is to create a system of buildings that physically connect community members separated by vacant spaces as well as spaces that serve as a catalyst for social reconnection and rebuilding of community. For half a century The Ville flourished and was one of the leading African American culture centers in the U.S. It is now in a state of decay. While the needs of the Ville are far different than 100 years ago, the need for a strong, cohesive community continues to be important for future neighborhood growth. 4
Th e
Vil le
in.
10 m
9m
in.
Brooklyn, IL
Housing Units Retail Units Historic Rehab Street Residential Village
Housing Units
11 two Bedroom Apartments Existing Housing Within Master Plan
Retail Units
MixedSpace Use Building Green
Historic Rehab
Plaza Mixed Use Building 5 two bedroom units PhysicalPlaza Therapy Center Existing
Street
existing site photos
5 two bedroom units 4 ground retail units
Existing Housing Within Master Plan
Mixed Use Building 5 two bedroom units Computer Education Center
Green Space Plaza
DEGREE PROJECT
VISCOUSURBANGROWTH
Existing Plaza
5
HISTORY 1 2
Poro College Poro College was central to the Ville’s Economy during the 1920’s, providing education and services to the community not available in the rest of St. Louis to African American’s
1
2
VACANCY
Sumner High School One of the Ville’s most promising institutions was Sumner High School. Because the Ville was one of the nations leading African American communities in the United States during the Jim Crow Era, it attracted and produced some of the brightest african american individuals in the country.
The Ville Neighborhood Sandborne Map 1920 not to scale A New Strategy
Structural Decay
Vacancy Map, not to scale 6
STRATEGY To respond to the high level of vacancy in the Ville neighborhood, I developed a strategy known as knit, net, connect, that involves targeting vacant corner sites as the catalyst for neighborhood revitalization. With the development of corner sites, block infill will follow.
Transparency An important ingredient for community revival is transparency. If citizens can see and experience positive acitivity, they are more likely to engage.
SITE PROXIMITY
Social Interaction Another important ingredient for the revival of this community is to create spaces that encourage social interaction
DEGREE PROJECT
VISCOUSURBANGROWTH
7
RESIDENTIAL VILLIAGE
8
Building Section, Not To Scale
floor plan level 1 & elevation, not to scale
Wall Section, Not To Scale
DEGREE PROJECT
VISCOUSURBANGROWTH
9
MIXED USE TYPOLOGY 2 RETAIL & HOUSING
Floral Seating Pods
Building Section, Not To Scale 10
mixed use building 2 east elevation, not to scale
mixed use building 1 Level 2, not to scale
mixed use building 1 ground level not to scale
mixed use building 2 Level 2, not to scale
mixed use building 2 ground level not to scale
Wall Section, Not To Scale DEGREE PROJECT
VISCOUSURBANGROWTH
11
MIXED USE TYPOLOGY 3 MARKET & HOUSING
east elevation, not to scale
south building section, not to scale 12
level 2, not to scale
south building section detail, not to scale
ground level, not to scale
DEGREE PROJECT
VISCOUSURBANGROWTH
13
PHASING & CONSTRUCTABILITY There are many constructability issues that can affect the schedule and financing of mixeduse affordable housing developments. For this project, I chose to focus on creating a comprehensive phasing plan. There are many issues that contribute to determining the correct phasing of a project, such as location, pre-leased tenants, and potential returns on each phase. This projects phasing plan will address temporary resident and construction parking, material staging, and construction delivery routes. Sequential phasing will be the most economical strategy which involves having two or more phases, with some flexibility in the start times of at least one of the phases. Each phase represents a largely self-contained development project in itself with planned buildings being built together with their related infrastructure and grounds. 1
1 Geltner and De Neufville, Flexibility and Real Estate Valuation Under Certainty 2018 14
Phase I
Phase II
Phase III Residential
Retail
Historic Preservation
Green Space
Plaza DEGREE PROJECT
VISCOUSURBANGROWTH
15
PHASE 1
With a weak housing market in the Ville it will be important for housing units to be occupied before any retail or community service buildings are constructed. Phase one should involve parcels with the greatest number of housing units. During the construction of phase I, construction parking will be located on the future phase 3. parcel. Material phasing for the housing units will be stored on the future phase 1 green space and welcome center parking. The road space on North Market between the staging area and construction parking will be temporarily closed off during construction hours so workers and materials can easily cross the street and access the phase one job site. Constuction Parking/Staging Area Constuction Delivery Route
16
Due to the Ville’s distance from the metrolink second priority behind housing. Phase II has therefore will be built second to accommodate Construction parking for day workers will still be this phase of construction portions of North Ma materials or vehicles need to be transferred from parcel 3.� Initial staging will be located on the phase 2.
PHASE 2
PHASE 3
system, parking in the neighborhood is the additional housing as well as parking and e the influx of new residents and businesses. e located on the phase 3 lot. However, during arket street will be closed only if construction m the “construction parking and staging area green space, courtyards, and parking lots of
Phase III is the grocery market mixed-use building. This building will be the riskiest of the project because grocery markets require a minimum population density to be profitable. The current population is not high enough for grocery businesses to construct a market in the Ville neighborhood. Therefore, the market is only feasible once the other phases are complete. While Phase III can be used as construction parking and staging during the other phases, during the construction of phase III, vacant lots surrounding the parcel will be used for staging and parking. Access entry to parking and for deliveries will be the alley between North Market St and Garfield Avenue. This will minimize the number of roads needing to be closed for construction traffic.
DEGREE PROJECT
VISCOUSURBANGROWTH
17
ICAA WINTER INTENSIVE CONTINUING EDUCATION JANUARY 2019 INSTRUCTOR MARTIN BRANDWEIN
During January of 2019, I attended the Institute of Classical Architecture & Art Winter Intensive in New York City as the William H. Harrison Scholar. During this program, I learned the foundations of drawing classical architecture from some of the most influential scholars and architects practicing traditional design. On this spread are samples of drawing exercises performed during the intensive.
18
CONTINUING EDUCATION
ICAA WINTER INTENSIVE
19
WEST END AQUATIC CENTER HISTORIC PRESERVATION FALL 2O17 PROFESSOR ANDREW WEIL
20
The Cook School renovation project was done as part of a historic preservation class. For this class, I was required to preserve an historic building using the federal and Missouri state historic tax credit system. The new program is a communtiy aquatic center. The school is historically significant because it was part of a citywide architectural movement to build mid century modern efficient elementary schools. The school closed is 2004 and was bought in 2015 by a developer.
1960
64’
1970 Cook School becomes 1 of 5 new contemporary schools built in african american neighborhoods
77’
1980
1990
2000 04’
2010
15’
Cook School slated to be part of St. Louis City Integration program. Cook School closed due to low enrollment. Cook School is bought by real estate developer.
STUDIO
WEST END AQUATIC CLUB
21
SITE Cook Elementary School is located in St. Louis Cities West End neigborhood. While it is in a distressed neighborhood, it is also located blocks from the Delmar Loop commericial strip and KIPP Victory Academy. making it a valuable development site.
Cook Elementary School
22
Delmar Loop
KIPP Victory Academy
Development Expenses Acquisition Cost Financing Fees Feasability Studies Developer Fees
Yes
Interior Construction Expenses Swimming Pool Installation Pump Room Utilities Interior Partition Demo Curtain Wall Install Tile Pool Deck Original Building Tile Floors Fix Ceiling Panels New Lighting System Elevator Install Development Expenses Limestone Paneling Repair Brick Repair Parking & Paving Landscaping
Yes
No X X X
X
X X X X X X Yes
X
No X X X X
No X X X
PROGRAM In addition to the prgramatic changes to the original Cook School structure it is required that all building damages be repaired as a part of the historic preservation process. On the left is a chart illustrating what is and what is not covered by historic preservation tax credits.
girls gym
boys gym
kitchen
boiler room
kindergarden
existing ground floor plan planned demolition proposed change to curtain wall pre-preservation building decay
repaired exterior material
boys
new pool area
pump room
girls guard office
weight room
cafe
new ground floor plan STUDIO
WEST END AQUATIC CLUB
23
BACK UP BERLIN STUDIO 419 FALL 2016 PROFESSOR JAN ULMER
As a part of the housing studio at Washington University in St. Louis, I designed a high rise apartment building in Berlin’s Alexander Platz area. This projects aesthetic was derived from the idea of organized disintegration. In this project, I challenged my understanding of the balance between spatial efficiency and comfort in residential design.
three bedroom apartment interior living space (LightUp)
apartment 3B line drawing 24 diagrams illustrating facade disintegration (SketchUp 2015)
cultural drawing derived from the disintegration theme observed in figure ground overlay drawing
2A
1B
2B
2B 1A
1A - 1 BED - 84.35 sq. m. 1B - 1 BED - 60.20 sq. m. 2A - 2 BED -103.68 sq. m. 2B - 2 BED - 79.53 sq. m. UP
3A
3A
3B
3B
DN
UP
DN
3A - 3 BED - 155.61 sq. m. 3B - 3 BED - 150.22 sq. m.
unit diagrams (Autocad 2015)
3 BEDROOM UNITS
1A
2A
1B
UP
DN
facade rendering (SketchUp 2015)
1 & 2 BEDROOM UNITS
3 bedroom unit floor plans (Autocad 2015)
UP
DN
site
figure ground overlay drawing using maps from 1914 & 1960 (Photoshop (CS6)
The idea for the facade was derived from the abstract cultural drawing. The facade began with the desintigration of box and led to the reintegration of a glazing and framing element.
LOBBY
1 & 2 bedroom unit floor plans (Autocad 2015)
south section, not to scale (Rhino 5)
STUDIO
BACK UP BERLIN
25
GEODESY LIBRARY
STUDIO 318 FALL 2016 PROFESSOR NATHANIEL ELBERFELD
26
Historically, geodesy has not been a well known scientific field of study. This library, for the Soulard community in St. Louis, MO, is designed to engage citizens in studying geodedic data. This data would be collected at the nearby Geospatial Complex in North St. Louis, and documented at this Library. Classified geodedic documents will be stored in the lower levels while unclassified data will be stored on the public levels
CONCEPT research interactive learning
Triangle plates are situated on the site to create a verticle transition from lower level classified space to public educational and gathering spaces.
Lobby Level & circulation processional stair and underground archives
Ave .
S.
9t
hS tre
et
Park
I-55
ay ew Fre
STUDIO
GEODESY LIBRARY
27
FINAL DESIGN The library consists of five levels supporting different functions. These functions determine the way space is contructed.
28
STUDIO
GEODESY LIBRARY
29
rendering of existing spec office building (Revit 2015)
COST ESTIMATING ESTIMATING SPRING 2O17 PROFESSOR GUY AUGENSTIEN
This semester long excercise involved estimating an existing three story spec office building. I learned the cost of design and building decisions through exploring issues such as self-performed work, company salaries, subconcontractor price evaluation, risk-fee analysis, and value engineering.
94.33
EXCAVATION
94.33
During the excavation analysis, I created a 3D diagram based on the six given boring logs placed on the site. This diagram illustrates the amount of earth soil, loose rock, and solid rock needing to be removed from the site. Since ground level was 94.33 ft., all material above that elevation level was excavated. The diagrams below helped me to calculate the cost of self-performing the excavation.
boring log analysis 0
0
88
90
86
Total Costs $ 20,265.00 $ 22,715.00 $ 8,775.00 $ 40,072.50 $ 402,325.00 $ 494,152.50
Unit Costs $ 3.50 $ 3.50 $ 25.00 $ 325.00 $ 25.00 Total
94
96
98
100
102
104
106
Building Excavation Earth Excavation Loose Rock Excavation Solid Rock Excavation Haul Away Materal Volume
Quantities 5790 6490 351 123.3 16093
92
Excavation
1
3
5
1
3
5
2
4
6
94.33
94.33
86 88
96
98
108
100
102
90
1
3
92 96
5
94
0
96
building footprint 180’ x 90’
6
11
4
98
0 98
11
2
104
106
108
110
112
4
94.33
2
4
94.33
6
100
6
4
10
102
94.33 94.33
4
10
100
106
104
102
106
102
108
11
0
110
5
above: exisitng site plan (Illustrator CS6) right: excavation diagram (Rhino 5)
6
3
earth
solid rock
loose rock
untouched solid rock
4
1 2
CONSTRUCTION MANAGEMENT
COST ESTIMATING
31
SELF-PERFORMED WORK Level 4 135' - 0"
As part of this excercise, concrete and reinforcing steel were calculated as self-performed work. Accurate labor, material quantity, and tax costs were important in generating a correct estimate. Below is a cost analysis produced in excel of the self-performed work scope. Concrete Materials (Volume) Tax 6% Sub structure (out of truck)
Level 3 125' - 0"
Reinforcing Steel Materials (Tonnage of Re Steel) Materials (Area of Sheet Mesh) Tax 6% Bar list Unit Labor Footings/Foundation
89
55 175 250 120
Forms (No Domes) Total Contact Surface
Footings Walls Columns and Wall Columns Beams Slabs
Domes
Level 0 95' - 0"
Materials Shop Drawings CY lbs
Walls 175 Columns 112 Beams & Slabs 1972 Sheet Mesh (10% Lap)
Materials Tax Unit Labor Cost
cement, gravel, sand
Unit Labor Cost Footings/walls Columns Unit Labor Cost beams/slabs
Superstructure (Pump)
Level 2 115' - 0"
Level 1 105' - 0"
Unit Materials Cost
Dome Form Rental Labor
Quantities
Total Costs
2348 $ 95.00 $ 223,060.00 $ 13,383.60 264 $ 12.50 $ 3,300.00 2084 $ 30.50 $ 63,562.00 Total $ 303,305.60 Quantities Unit Costs Total Costs 155 $ 700.00 $ 108,500.00 70484 $ 0.50 $ 35,242.00 $ 2,114.52 155 $ 50.00 $ 7,750.00
2.45 $ 795.00 $ 1,945.76 15.31 14.00 118.32 70484
Quantities
$ 595.00 $ 995.00 $ 710.00 $ 0.40 Total Unit Costs
$ 9,110.94 $ 13,930.00 $ 84,007.20 $ 28,193.60 $ 290,794.02 Total Costs
37132.5 $ 3.20 $ 118,824.00 $ 7,129.44 1968 9453 9001 8323 64086
1/3 total quantity for 3.5 months
Unit Costs
Quantities
$ 4.75 $ 5.75 $ 7.75 $ 8.75 $ 6.75 Total Unit Costs
$ 9,348.00 $ 54,354.75 $ 69,757.75 $ 72,826.25 $ 432,580.50 $ 764,820.69 Total Costs
5408 $ 1.95 $ 110,728.80 5408 $ 1.25 $ 70,980.00 Total $ 181,708.80
VALUE ENGINEERING Value engineering was important in pricing this spec office building. Due to budget constrictions, owners often contemplate cheaper construction strategies to maintain affordability of the project. One value engineering strategy explored in this excercise involved building interior partitions on the first floor but only necessary structure on the second and third floor. This strategy would allow an owner to bestow the costs of constructing the subsequent floors to his or her future tenants. The total savings from this strategy were $194,646.24 for the two floors. Savings Item
Office
Office
Office
Office
Office
Office
101
103
105
107
109
111
UP
Mens
Womens
105A
105B
UP
Corridor 100
Lobby
Office
Office
Office
Office
Lobby
102
104
106
108
110
112
Amount
Drywall
$66,000.00
Paint
$42,900.00
Resilient Floor
$59,400.00
Wall Coverings & Doors
$10,000.00
Overhead Savings
$11,589.50
Fee Savings
$4,747.24
Total Savings
$194,646.24
ground floor plan (Revit 2015)
UP
DN
floor plan level 2 & 3 (Revit 2015)
CONSTRUCTION MANAGEMENT
COST ESTIMATING
33
SEVER SCHOOL ADDITION DIGITAL CONSTRUCTION TECHNOLOGY FALL 2O17 PROFESSOR SWARNALI GHOSH DASTIDER
During the Sever School addition project, I learned theories related to integrated project delivery through Building Information Modeling. With a partner, I worked within an IPD framework using Revit 2016 and Navisworks 2016. By designing and constructing the project my partner and I were exposed to the challenges of collaboration in the IPD process. The project footprint was a 9,600-sq. ft. area between two existing academic buildings on the Washington University in St. Louis campus.
renderings by Matt Jefferies ---
---
Storage
Stair 1
Mens
7
16
Womens
5
341 SF
38 SF
2
137 SF
DN
137 SF
Corridor Lounge
15
1
1939 SF
1067 SF
Patio 17 1371 SF
Classroom 8 477 SF
Open Atrium Space 14 578 SF
-
-
---
---
Office
Classroom
6
9
294 SF
511 SF
Cafe 12 583 SF
above: site plan by Matt Jefferies right: plans drawn by Matt Jefferies
Office 3 285 SF
Classroom Stair 2 18 34 SF
10 511 SF
Print 13 150 SF
WORK FLOW The BIM management plan is the written organization of the project. Our BMP included administrative details, guidelines, and standards that helped us to maintain quality and collaboration during the project. With only a two person team, it was important to organize the distribution of responsibilities. My partner and I used four central files linked into each other. Central files were used to allow both team members the flexibility to contribute to model changes at any time. As the BMP manager, I was tasked with creating the workflow diagram and file naming convention chart illustrated below (Illustrator CS6).
WORK PROCESS
Ryan
Matt
Architecture
Matt designed conceptual scheme and Ryan made technical modifications.
Designed structural colomn, joist, and beam layout.
Central Files
Mechanical
Ryan
Matt
Structure
Electrical
Designed mechanical duct system.
Ryan
Matt
Matt designed conceptual scheme. Ryan completed wiring and chose electrical panel placement.
Architecture
Structure
Mechanical
Electrical
A-01-Classrooms-MArchIII-Central
S-01-Classrooms-MArchIII-Central
M-01-Classrooms-MArchIII-Central
E-01-Classrooms-MArchIII-Central
A-01-Classrooms-MArchIII-mjefferies S-01-Classrooms-MArchIII-mjefferies M-01-Classrooms-MArchIII-mjefferies E-01-Classrooms-MArchIII-mjefferies A-01-Classrooma-MArchIII-rwilson
S-01-Classrooms-MArchIII-rwilson
M-01-Classrooms-MArchIII-rwilson
E-01-Classrooms-MArchIII-rwilson
CONSTRUCTION MANAGEMENT
SEVER SCHOOL ADDITION
35
BUILDING SYSTEMS structural model by Matt Jefferies
Our teams architectural design featured an elevated cube tying into the second floor of the existing building. The structural model was designed in conjunction with the architectural model. A 5x3 grid was created to determine the placement of the concrete columns and footings. These columns attached to WK20 joists. While spans and loads were not calculated, our team needed to understand how structure would affect other disciplines in the design. ---
LP1: 3 P1
P2
LP1
LP1: 1 LP1: 3
LP1: 9
LP1: 3
level 1 mechanical plan by Ryan Wilson plumbing plan by Ryan Wilson
level 1 electrical plan by Matt Jefferies
Mechanical, plumbing and electrical models required strict coordination with the structural model to prevent clashes. The biggest challenge involved running mechanical equipment in between the ceiling structural joists because it required specificly sizing the ducts appropriatley.
CLASH DETECTION Detected Clash
Resolved Clash
Clash 4 air diffuser was moved several inches to avoide colliding with WK20 joist
Clash 6 air duct clashing with WK20 joist was moved several centimeters to fit within joist webs
Jois-Duct Test report produced by Matt Jefferies (Navisworks exported HTML) Our group used Navisworks 2016 to run clash detection. Our group ran clashes in two stages. The first was a test to measure clashes one foot or larger to ensure that there were no discrepancies between ducts and structural elements. We then ran four tests for smaller clashes between three and eleven inches. The clash report above illustrates a test run for collisions between air ducts/diffusers and the WK20 structural ceiling joists.
Clash 1 air duct was moved several inches to avoid colliding with WK20 joist
CONSTRUCTION MANAGEMENT
SEVER SCHOOL ADDITION
37
NEXT-GEN HIGH-SPEED RAIL ADVANCED STUDIO SENIOR PROJECT FALL 2011 - SPRING 2012 PROFESSOR ED PEASE
retail space facade (SketchUp 8)
Amtrak is building a high-speed rail system in America’s Northeast Corridor. The emergence of this system will require cities to upgrade their train stations for passenger convenience, comfort, and safety (see A Vision for High-Speed Rail, 2010). This project explores a contemporary high speed rail station concept for Union Station in Washington, D.C.
HO scale model of south terminal platform
sout
STRUCTURAL ASSEMBLY Design changes were made to Union Station based on modern European train terminals. Structural trusses span over the passenger waiting areas, train platforms, and existing retail area.
retail area truss (V-Ray)
retail space truss sketch
south terminal truss (V-Ray)
north terminal facade sketch
structural forces diagram (Illustrator CS6)
section perspective (Maxwell)
th terminal waiting area (Maxwell)
renovated retail
new south terminal
section diagram overlaying the new and existing building footprint (Illustrator CS6) STUDIO
NEXT-GEN HIGH-SPEED RAIL
39
JACK LONDON HOUSE ADVANCED STUDIO FALL 2010 PROFESSOR ED PEASE
This project is based on Jack London’s essay, The House Beautiful. London describes his ideal home and discusses how the beauty of structure is found in the efficient use of space. This design attempts to put his ideas into reality. The site is located in Glenn Allen, California.
form studies used to clarify indoor & outdoor space as well as points of entry
FINAL DESIGN
For my design solution, I created an open floor plan that intertwines indoor and outdoor living space. This popular early 20th century plan was used by architects such as Le Corbusier, Adolf Loos, and Richard Neutra. I borrowed construction elements from the International Style which include white reinforced concrete and grouped windows. The floor plans were drawn in AutoCAD and the section rendered in Google Sketchup.
lower level gallery
upper level eating space
site plan, not to scale
1st floor plan, not to scale
2nd floor plan, not to scale STUDIO
JACK LONDON HOUSE
41
CASTELLER COLISEUM BARCELONA STUDIO SUMMER 2017 PROFESSOR ADRIAN LUCINI
The Barcelona Castellers are an important part of Catalan culture. The construction and deconstruction of these human towers are enjoyed by tourists and locals alike. This project is a multi-purpose practice facility in which the Castellers can practice erecting their towers while spectators enjoy the construction from several different unobstructed views. The site, located in Barceloneta, is one of the oldest existing juristictions in Barcelona. Other programatic functions of this buiding include a dance studio, a cafe, office space and gallery space.
SITE ANALYSIS Barceloneta Beach is a dynamic place where light and site interact. Apon my several visits, I was drawn to the unobstructed views created by the alley ways which allowed for long sitelines to the beach as well as to main roads. This was an important characteristic of the site as it could aid the activity of the Castellers. Using these views as a design catalyst for the practice facility would help gain attention from viewers at far distances.
photomontage exploring the unobstructed views from the site (Photoshop CS6)
building site surrounding buildings unobstructed building views view corridor unobstructed street views 2D spatial scafolding plan diagram illustrating unobstructed views on site (Photoshop CS6) STUDIO
CASTELLER COLISEUM
43
RHYTHM OF VIEWS The rhythm of views strategy refers to the idea of identifying unobstructed corridor views from the site and unobstructed views from surrounding buildings. These intersecting views create moments in which the site can be seen and experienced from far distances. The beginnings of a form was generated by charting several of these moments and further analyzed in a 3D model.
view corridor unobstructed street views surrounding buildings unobstructed building views 2D spatial scafolding
rhythm of views diagram (Photoshop CS6)
rhythm of views spaghetti diagram
enclosure analysis on rhythm of views spaghetti diagram
THE RING
THE RAMP
FORM DEVELOPMENT After working with the model it was important to further define the difference between enclousre, semi outdoor space, and covered space. I began with a closed form and went through an extension process using the data given from the spaghetti model. dense (polished concrete panel system)
semi light (perforated steel w/ rigid insulation & metal decking)
COHESION
light (perforated steel w/ 15 cm x 15 cm steel framing)
context (adjacent site buildings)
STUDIO
CASTELLER COLISEUM
45
FINAL DESIGN
Level 3 Level 2
Level 1 Level 0 Basement
Basement: Level 0: Level 1: Level 2: Level 3:
1
2
3
4
perforated steel assembly
aluminized steel support system
grated metal platform
EPDM ground cover
Bathrooms & Storage Events/Outdoor Casteller Practice Indoor Practice/Dance Studio Meeting Space Office Space
1
Section through elevated platform and ramp (AutoCAD 2015) 2 3
2 4
4
level 1 indoor practice space/dance studio (V-Ray)
UP
UP
level 0 event gallery/indoor practice space (V-Ray)
UP
UP
UP DN
DN
UP
UP
level 0 floor plan (Autocad 2015)
level 1 floor plan (Autocad 2015) STUDIO
CASTELLER COLISEUM
47