OUT OF BOUNDS
OUT OF BOUNDS is a body of work created by Travis Tabak that seeks to push the boundaries of what architecture can achieve as a discipline and creative pursuit. Most projects were created while gaining his Master of Architecture degree from Columbia University’s Graduate School of Architecture, Planning, and Preservation but also while working professionally for XTR, the GSAPP Fabrication Laboratory, and Corgan Architects.
CONTENTS 4
Attis 00
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Geoje Greenline
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Mothershed
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Alternative Methodologies
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Urban Homestead
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New Grounds: The Symbiotic City
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Domesticity in Santorini
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Beyond the Domestic
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Never Built New York
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The Lyceum - Burning Man 2017
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Delta Sky Club
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Urban Affinity
ATTIS 00
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Named for the Greek deity of rejuvenation, Attis 00 is a prototypical system that uses the parts from decommissioned oil platforms as a means to create sustainable forms of energy and sustenance while removing pollutants from water and air. The lifeblood of this system comes from algae, a microbe that has the potential to positively reshape our way of life and revitalize our environment. Algae can effectively remove contaminants from water and in the process consumes carbondioxide and produces oxygen. Oil harvested from algae can be refined
Algae Growth Module
into biofuel while the leftover dehydrated algae bodies can be used in foodstuffs as they contain high concentrations of both protein and carbohydrates. Attis contains systems for growing and processing algae, but must form partnerships with other industries to refine the raw products into biofuel and food. Situated at the mouth of Newtown Creek - America’s most polluted waterway - Attis potentially could make partnerships with existing local food and fuel industries to maximize its production while also providing social infrastructure for the local poulaiton. Attis houses a research center where new strains of algae can be created and studied, a visitor’s center where locals can learn of the applications of algae, an algae park for recreation, an algae restaurant, and a bioluminescent algae dance floor. Standing at over a thousand feet tall, Attis seeks to take the image of the oil rig - which has long served as a typological monument to the oil and gas industries - and transform it to become a symbol of hope for a more sustainable future.
Studio Critic: Tei Carpenter
Concept Collage
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Attis 00
Algae Processing Plant
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Studio Critic: Tei Carpenter
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Attis 00
Study model constructed with found objects, lasercut acrylic, and 3D printed elements
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Studio Critic: Tei Carpenter
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Isometric
Attis 00
Newtown Creek Industry Transformations
Attis 00
United Metro Energy
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Amoco Energy
Frito Lay
National Grid
B&K Food Vasinee Food Corp
Studio Critic: Tei Carpenter
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Attis 00
GEOJE GREENLINE The island of Geoje, located introduce a new form of agricultural off the southern coast of South production. A public tramway Korea, is home to a myriad of that follows existing roadways will small communities, separated by provide a means of transportation geography. Historically the way of life to the many locals who do not own there was dominated by agriculture, cars and will be covered by a canopy but when the government introduced of rotating planters that can grow two massive shipyards to the island, a variety of crops, thus replacing rice patties and persimmon groves some of the agricultural production were soon replaced by apartment that has disappeared from the island buildings and highways. Now while also creating a unique place only a small fraction of the local that can serve as a promenade and population continues to grow food public gathering space. The separate and this amount is shrinking rapidly. industries associated with agriculture This condition reflects the state (such as food processing, storage, and of agriculture in South Korea as a distribution) will be compressed and whole, where more and more people housed under the tramway to reduce are selling their farms and seeking costs, energy input, and carbon alternative means of employment. emissions. Additionally, the tramway As a result, the country now only will host programs such as markets, produces enough food to feed 23% of theaters, restaurants, and recycling its own population and relies heavily centers. These systems combined form the structure that will be known on foreign imports. The Geoje Greenline simultaneously as the Geoje Greenline - the future offers a means to better link the of Korean public transit and food production. communities on the island as Urbanism well as Principle: Micro Diversity / Density
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Multiple programs and infrastructures come together to create one wholistic system
Typical Agriculture System
Geoje Greenline System Consumers
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Biochar Fertilizer
Studio Critic: Jinhee Park
Biofuel Plant
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Geoje Greenline
Geoje Greenline Mapping
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Studio Critic: Jinhee Park
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Studio Critic: Jinhee Park
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Geoje Greenline
As the Greenline extends itself around the island, it’s form will vary as it encounters different conditions. In urban centers, the Greenline’s canopy with shrink so as to not cast a large shadow on its surrounding context, but sometimes will reach out and grab onto existing buildings to become a second skin. In more rural conditions, the canopy will not be present and only the tramway will exist, but often will be paired with an elevated running and bike path, even without the canopy. The Greenline will also house different programs such as, cafés, restaurants, food processing centers, theaters, recycling centers, and markets where food grown on the Greenline can be distributed to the local population.
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Studio Critic: Jinhee Park 50
Geoje Greenline Cross Section 01
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MOTHERSHED
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Situated on the bank of the East River Promenade of New York City, Mothershed utilizes the byproducts of surrounding industries to shield the city from rising waters while simultaneously making it a more amiable place to live. The underbelly of the Mothershed houses a device known as a “Bottom Feeder� that sweeps the bottom of the East River, eating up the gratuitous amount of waste that has settled there while also identifying entities that can be recycled and pieced together to form bio-mass modules. These modules will be stitched together using a biodegradable carbon composite available in mass quantities in any city - soot. The soot will be harvested from the surface of the Mothershed itself - a porous rock-like structure built at a massive
scale. The rock will be organically grown through a series of chemical reactions and will serve as the primary membrane for the systems of the Mothershed to be built upon. In order for the soot to adhere to the rock, water will be piped from a water treatment facility located at the base of the Mothershed to a series of public saunas where the water will be converted to steam and then exhausted to the surface of the rock. From there the Mothershed will rely on wind to bring soot from the city (and the rest of the world) to it. The Mothershed is an imagined system, designed to demonstrate the dire need of our global society to design and create new possibilities that will make our existence in the Anthropocene possible. It is not the means to an end, but to a great beginning.
Studio Critic: Christoph Kumpusch
VISIONS FROM THE ANTHROPOCENE
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Mothershed
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CROSS SECTION
Studio Critic: Christoph Kumpusch
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LONGITUDINAL SECTION
Mothershed
EXPLODED AXONOMETRIC
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Studio Critic: Christoph Kumpusch
TAXONOMY OF PARTS
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1. Steel Truss 2. Steel Truss Assembled 3. Super Truss
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7. Stairs 8. Steam Vent 9. Waste Compactor
Mothershed
10. Soot/Refuse Storage 11.Water Treatment 12. Sauna/Wading Pool
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Model Photography Collage
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Studio Critic: Christoph Kumpusch
Studies
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Mothershed
ALTERNATIVE METHODOLOGIES
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While undergoing preliminary research it was discovered that the proposed location for a library in Brooklyn was a brownfield site which would mean that for new construction to happen much of the ground would need to remediated for construction to be possible. Most remediation systems are costly and invasive, however the process known as Phytoremediation uses plants to treat soil contamination and has been found to be practical and less invasive than most systems. Hemp has been found to be a very practical phytoremediator due to its rapid growth rate and deep root system, but even after absorbing harmful chemicals the plant can still be used to create substances such as hempcrete. Currently hempcrete does not match the structural properties of concrete, but with further research and development hempcrete could become the sustainable replacement of environmentally unfriendly. Looking toward the future of construction practices, this project
proposes to uses hemp both as a site remediator and a building material. Initially the entire site will be covered in hemp in order to begin soil remediation, and as this is happening, glulam frames will begin to be constructed to form the base for the first spires. After a portion of the site has been remediated and enough hemp has been collected, hempcrete shells will start to be formed to make inhabitable spaces. If these spaces need to be expanded, the hempcrete shell can easily be recycled and reused. The tops of some of the largest spires will be left uncovered and the gulam frame will be used to facilitate vertical gardens that can grow even more hemp than the site could initially grow due to the increase in surface area exposed to the sun. This means that as the building grows, the amount of available building material will increase, and even after the site has been fully developed the system can be further utilized to “grow� more hempcrete structures.
Studio Critic: Gordon Kipping
Concept Collage
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Alternative Methodologies
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Studio Critic: Gordon Kipping
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Alternative Methodologies
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Studio Critic: Gordon Kipping
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Studio Critic: Gordon Kipping
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Alternative Methodologies
Phase I Brownfield Remediation Begins
Phase II Remediation Continues, Glulam Frame Construction Begins
Phase V Hempcrete Shell Construction Continues
Phase VI Remediation Ends, Larger Framing Construction Begins
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Water Collection System
Daylighting
Studio Critic: Gordon Kipping
Phase III Hempcrete Shell Construction Begins
Phase IV Smaller Structures are Removed, Growing Spires Take Form
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Phase VII Final Glulam Frame Construction Begins, Hempcrete Shell Construction Continues
Phase VIII Final Form Takes Shape
Increased Surface Area, Increased Growing Space
Future Development, Continuous Construction
Alternative Methodologies
URBAN HOMESTEAD
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During the first visit to the site in the Bronx, I had a chance encounter with one of the local residents who invited me into her home for tea. She told me the story of her daughter, who first bought the apartment when she married over a decade ago, and had since had two children who the grandmother babysat while the couple was away at work. Although there were five residents in the apartment, there were only two bedrooms . Instead of looking for a new place to live when the family expanded they had instead expanded their indoor territory to the balcony, constructing an improvised structure to create a new bedroom. The grandmother told me that it was possible for them to move to a larger space, but doing so would have displaced them from the local community they had grown to love and cherish, so they used what was available to them to improve their current domicile. Unlike suburban homes which can be easily be expanded upon, dense
urban housing rarely offers the user a chance to add onto their living spaces, forcing them to find alternative means of housing when their living situation changes. The Urban Homestead offers a solution to this issue with the creation of framework for living in which the users are invited to purchases “plots� of land and build the kind of domicile they prefer using prefabricated parts. This system allows for incremental design, so that inhabitants can start off small and built outward and even upward at their own will. The homestead has been lifted off of the ground on pilotis, creating a large public open space on the ground level . The void space above is occupied by two longspan steel trusses that house public programs for the local community and provide the primary means of circulation between floor levels. The top level serves as an urban farm, and provides a means for the community to grow their own food.
Studio Critic: Daisy Ames
Concept Collage
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Urban Homestead
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The rendered structure model highlights the two truss bridges which are supported by a combination of steel frame members and concrete elevator cores. These bridges house public programs for the Urban Homestead inhabitants such as community center, gym, media center, classrooms and more. Additionally, they serve as circulation between floors making them social conjestors.
Studio Critic: Daisy Ames
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Urban Homestead
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Studio Critic: Daisy Ames
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Urban Homestead
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The ground level of the Urban Homestead has been left open which allows for the creation of a large, open green space that can host multiple kinds of programs that vary season to season. Featured above are a summer soccer field, a winter ice skating rink, and a spring farmer’s market.
Studio Critic: Daisy Ames
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Urban Homestead
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Studio Critic: Daisy Ames
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Expandable Units
01 Efficiency (320 sq ft.)
02 Studio (640 sq ft.)
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03 Two Bedroom (960 sq ft.)
04 Three Bedroom (1280 sq ft.)
03A Two Bedroom - Double Volume (960 sq ft.)
04A Three Bedroom - Double Volume (1280 sq ft.)
Urban Homestead
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Studio Critic: Daisy Ames
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Urban Homestead
New Grounds: The Symbiotic City 50
A vision for future cities that seeks to establish harmonious relationships between humanity and nature
Seminar Instructor: David Moon
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New Grounds: The Symbiotic City
Introduction In the past half-century, our global population has more than doubled from 3 billion to over 7 billion people, and in the next 25 years, we will gain another billion inhabitants. New cities will emerge, existing cities will transform, and by 2035 sixty to seventy percent of the world’s population will live in cities. These cities will face severe shock and stresses generated by climate change, population growth and climate-induced migrations which will spur incredible challenges for the world’s planners, architects, engineers, urban ecologists and other city leaders as they plan for the future. To address the serious challenges our urban centers will face, we must create an end-goal for all cities – a goal that will require economic, political, technological and cultural behaviors of the city to engage in the creation and maintenance of a regenerative, symbiotic relationship with the natural environment. Definition This new typology of urban development, known as the Symbiotic City, seeks to create a more harmonious relationship between humanity and the natural environment, enhancing quality of life while making sustainable economic activity possible. The Symbiotic City produces ecological systems that are equal to or greater than the net use of its total services and provides the basic needs of human habitation - shelter, food, energy, access to resources, mobility, and ecosystems services - while at the same time positively contributing to the health and regeneration of local and regional ecosystems. In order to understand why this new form of city is necessary, we must first examine the problems that cities and their inhabitants face that have been shaped by our rapid and unprecedented population growth. 52
Humanity’s Ecological Footprint
Ever since humanity rose to the top of the food chain, we as a species have viewed the planet as ours – from the smallest homestead to the provinces of empires the question of the ownership of land and other natural resources has always been between people; what territory is owed to the flora and fauna of the world has never been a question. As such, we have continued to fell forests, dry out wetlands, dig mines and indulged in other destructive practices with little regard as to what effect they have on other forms of life. Due to the fact that it is relatively easy for us to expand across the landscape, we have done so continuously - building farms, highways, houses, malls, offices, factories, etc. with no end in sight. However, our continued expansion has come at the cost of increased demand for natural resources of all
Seminar Instructor: David Moon
kinds. This demand is defined as the Human Ecological Footprint - the measure of humanity’s impact on the Earth’s ecosystems – which reveals the dependence of human economic activity on natural capital. This footprint can be calculated from the individual to the global scale and changes every year along with population growth, consumption rates, efficiency of production, and the productivity of ecosystems. The primary goal of taking such measurements is to compare humanity’s demand for natural resources is to what our planet can provide. Every year since 2003 the independent think tank known as the Global Footprint Network (created in conjunction with the United Nations) has taken such measurements. This organization has discovered that as of 2014, our global civilization has been using natural capital 1.7 times faster than the Earth can renew it – an incredibly high rate that is not sustainable by any means. Global Climate Change In addition to consuming increasingly higher amounts of natural capital, the many industries of humanity have also made effects on our atmosphere and oceans. For the past century, the burning of fossil fuels such as oil and coal has drastically increased the concentration of carbon dioxide and other gasses in our atmosphere. To a lesser extent, the clearing of land for agricultural use, industry, housing, and other human activities has increased concentrations of gasses that affect Earth’s atmosphere. These gasses reflect heat radiating from our planet’s surface and keep it from dissipating into space, creating a phenomenon known as the “greenhouse effect”.
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Despite ups and downs from year to year, our planet’s average surface temperature is rising. By the beginning of the 21st century, Earth’s temperature was roughly 0.5 degrees Celsius above the long-term (1951–1980) average. (NASA figure adapted from Goddard Institute for Space Studies Surface Temperature Analysis.)
As the concertation of greenhouse gasses in our atmosphere increases, so does the temperature of our planet. The consequences of changing the natural atmospheric composition are difficult to predict, even for agencies such as NASA, but certain effects seem likely. On average, Earth will become warmer. Warmer temperatures will lead to increased evaporation of surface water as well as an increase in precipitation, but the effect will vary from region to region. Some species of flora and fauna will thrive with the increase of temperature while many more will be wiped out, either directly or indirectly due to this temperature change. Not only will our atmosphere become warmer, but our oceans will as well. This will lead to the partial or complete melting of glaciers and other ice formations, increasing sea level. Ocean water will also expand if it becomes warmer, further contributing to sea level rise. This will have a direct effect on our coastal cities, which account for about 40% of our global population. As waters rise entire regional populations will be displaced as their communities become flooded. New Grounds: The Symbiotic City
In terms of agriculture, certain crops such as wheat will respond favorably to increased temperature and atmospheric carbon dioxide levels, growing more vigorously and using water more efficiently. However, many crops like corn and soy may become impossible to grow, at least in the regions where they are commonly grown now. Even if the crop itself is not affected by the temperature increase, farming will become increasingly difficult as surface water sources begin to dry up, making climate change a direct threat to our food supply. Symbiotic City Strategies In order to address these problems, almost all of the activities of humanity must be assessed in terms of their detrimental impact on our planet and then reimagined, but the body of this work focuses on strategies that our future cities might employ to ensure the continued prosperity of our global society. In the collage shown, a series of strategies have been implemented at the conceptual level to simultaneously assess how they could be carried out while also studying the visions of our future from other architects and designers. Additionally, the size and scope of the collage emphasize how these strategies might have dra–stic effects on our way of life, questioning notions of consumerism, property, and space. Density The greatest irony of the Symbiotic City is the fact that humanity cannot exist in absolute harmony with nature – we will always be competing with other species for the limited natural resources available. The one greatest means we have of reducing the amount of harm done to the environment is limiting our physical footprint. By constructing in greater densities, we can reduce sprawl and create greater modes of living while also reducing resource usage which in turn reduces regional ecosystem degradation caused by low-density development. 54
Dense modes of living do not need to limit access to light and air - porosity will be key in the Symbiotic City to support high density living and will allow for better ventialtion and the greater growth of plant life.
Seminar Instructor: David Moon
In the book Scale – The Universal Laws of Growth, theoretical physicist Geoffrey West demonstrates that as cities grow in density and size their overall per capita metabolic rate – the rate at which a city consumes all resources such as water, materials, and energy – decreases exponentially. This means that not only are larger cities more cost-effective, they are also more sustainable. In order to facilitate the greatest possible density of cities, we must question the current structure of our urban environments. Currently, almost all forms of development, urban or otherwise, are dictated by our notions of property. Every single development, whether it be a sprawling public park or a single-family residence, has a property boundary that marks the furthest extent of how far (horizontally and sometimes even vertically) that development can go. However the particular boundaries of cities are not always so clear, and as the demand for more land increases for the sake of urban development, the outer boundaries of cities tend to grow – thus creating the phenomenon known as urban sprawl. If we flipped these notions of property and boundary, hard-lining the extent of cities and obfuscating the boundaries of individual developments, we could implement a system of regenerative, vertical urban growth that could achieve the maximum potential of built space while drastically minimizing our destruction of the environment. 100% Recycling (Infinitecycling) Not only will the Symbiotic City require new modes of planning, but the industries it contains will also need new methods of designing and material use to enable true recycling. Currently, our global society for the most part views waste not as a commodity but as something to be disposed of – to be buried in the ground or burned away. However, by doing so we remove the opportunity to recycle and turn waste into usable materials and substances, which in turn increases our dependence on the consumption of raw materials.
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All forms of physical waste in the Symbiotic City will sent to the Universal Recycling Plant, which will sort materials and send them to automated factories to create new products for consumption.
New Grounds: The Symbiotic City
Currently, many governments, from the local to national level, have made significant gains in reducing the amount of waste that is sent to landfills and incinerators. However, much of what gets called recycling is actually ‘downcycling’ – a process in which highly refined pure materials are slowly mixed with lower grade materials as they move through the production process and become less valuable, secondary use materials. True recycling will require products which are designed to be easily broken down into their fundamental components and re-used as raw materials once again. The Symbiotic City cannot produce garbage, outputs must become the inputs for another process like what occurs in nature. This form of recycling mostly refers to the reprocessing of materials that we associate with current recycling practices – paper, plastics, metals, glass, textiles, etc. However, to achieve full 100% recycling levels we must recycle all forms of waste. This includes material waste, wastewater, chemical waste, and even our own excrement. Combined with new modes of production and waste management, true recycling can significantly reduce our reliance on the extraction of raw materials from our global ecosystems, helping to preserve our environment and significantly reduce our ecological footprint. Zero Carbon Energy Production
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Scientists across the globe have come to the consensus that global temperatures will continue to rise for decades to come, largely due to greenhouse gases produced by human industry – particularly from carbon dioxide. One of the best strategies we can implement in order to stop emitting harmful gasses into our atmosphere is by ending our reliance on fossil fuel burning energy sources and begin to solely use zero carbon-emitting energy production methods. We already have at our disposal a myriad of these methods, including but not limited to: Solar Wind Hydroelectric Geothermal Hydrogen Fuel Biofuel Biochar Biochar in particular is an interesting new form of energy production because in the process of creating energy it also locks up carbon in solid form, keeping it from being emitted into the atmosphere and allowing it to be used as a form of fertilizer. Biochar reactors function using a process known as pyrolysis, which involves placing biomass (which can be almost anything from grass clippings to our own excrement) into a vacuum sealed oven where little to no oxygen is present and heating it at extreme temperatures. The result is a solid material rich in carbon content that can be directly added to soil to help sustain plant life while the byproduct, heat, can be harvested to create energy. Biochar fertilizer is an excellent means of improving soil quality for a number of reasons; it enhances soil structure, increases water retention, reduces nitrous oxide emissions, decreases acidity, improves porosity and enhances quality of life from microbes. Used in conjunction with urban farming, ecosystem services, and waste management systems, Biochar has the potential to become a renewable energy source that can also contribute to the regeneration of our global ecosystems while reducing our emission of greenhouse gasses.
Seminar Instructor: David Moon
Solid, organic forms of waste that cannot be utilized for recycling purposes are sent to the Biochar Plant to be used for energy production and the creation of Biochar fertilizer.
Urban Food Production Currently, our global society uses an area equivalent to the size of South America (4.4 billion acres) for the purposes of agricultural production. With current population growth trends, we will need further arable land the size of Brazil (2 billion acres) to feed our total population in 2050. Reclaiming such an amount of land would be devastating to regional ecosystems, and would accelerate our already unsustainable global ecological footprint. Not only do we not have enough land to sustain our worldwide diet, but we are also reaching the limits of our global fresh water supply. Agriculture is currently responsible for over 70% of the world’s total water consumption, which puts tremendous stress on surface water supplies and aquifers around the world. Much of the water used to grow crops to feed ourselves as well as livestock is wasted due to poor irrigation methods that lead to oversaturation of soil, water pollution, and evaporation. In order to create a sustainable and ecologically regenerative food system, cities will need to develop the means to provide an increasingly greater percentage of their own food supply from local sources, while at the same time eliminating the negative impacts of agriculture on local and regional ecosystems. Food production will therefore need to transition to high-intensity, high-productivity systems that happen within our urban centers. The intensification of agriculture in cities will require the radical transformation of current practices in order to facilitate the re-localization of food production. Furthermore, not only will we need to intensify the production of food within our cities, but we must end of the practice of viewing food as a commodity and instead treat its production as an infrastructure – same as how we view our energy, transportation, waste management, and water supply systems. We already have at our disposal multiple means of growing food in urban centers – systems such as hydroponics, aquaponics, and aeroponics can be implemented, both indoors and outdoors, to grow all kinds of crops. These systems can drastically reduce the amount of water and soil necessary for farming, and can be constructed in high densities thus raising the possible yields per acre (or even per square foot) by incredible amounts compared to traditional field growing methods. In the Symbiotic City, large scale vertical farms in warehouses can grow prodigious amounts of food in great densities using artificial light and systems that can easily retain all water used – leading to zero
New Grounds: The Symbiotic City
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Integrating agricultural systems into the fabric of the Symbiotic City can be accomplished in multiple ways - pictured above are housing units with vertical farm courtyards where agricultural production can happen in conjunction with social programs, whereas a vertical farming dome grows crops in high densities, using natural light when possible and utilizing artificial light when necessary. Seen below next to an office tower, livestock pens in the height of the city provide access to light and air to cows ensuring our food sources stay happy and healthy.
Seminar Instructor: David Moon
water waste. Outside, vertical farms as a part of green facades and green roofs, can grow food using the energy of the sun and can turn outdoor unproductive spaces such as parks, lawns, and courtyards into highly productive cultivation zones. The growth of livestock must also be introduced to the Symbiotic City. Livestock production is an important contributor to many of the world’s environmental problems, including global warming, land degradation, water, and air pollution, and the destruction of entire ecosystems. According to the Food and Agriculture Organization of the UN, the raising of livestock accounts for 18% of all greenhouse gas emissions, which is a greater share than that of transportation. Livestock also accounts for over 8% of all global human water usage and is one of the greatest sectoral sources of water pollutants, mainly from animal waste, antibiotics hormones, and pesticides used for feed crops. By raising livestock in contained environments, their impact on the ecosystems can be mitigated while the gasses and waste they emit can be gathered for the creation of biofuel and fertilizer for crops. Ecosystem Services Ecosystem services are the byproducts of natural ecological processes generated by healthy ecosystems which provide all of the necessary biological conditions for our existence on Earth. The Symbiotic City needs to be planned and designed to not only transform the industrial processes that harm ecosystems, but also to develop effective strategies to regenerate the ecosystems that we have already damaged or destroyed. These services include: Oxygen production Water filtration Flood protection Biodiversity preservation Pollination Reduction of water and airborne pollutants Production of aquaculture products, timber, and other food and raw materials If ecosystems are left alone and are not compromised, they will produce these goods and services almost infinitely. However, as our global development as society continues, we are destroying ecosystems, taking away natural resources at unstainable rates, and putting our own existence at risk. The services provided by ecosystems currently have no economic value - they are not included in economic decision making that affects most parts of our lives. Since they are not counted as having any value within our economy, the health and sustainability of ecosystems that produce these services are not accounted for, and the result is a significant and ecologically destructive misallocation of natural capital. However, the long-term health of natural capital and the generation of ecosystem services is absolutely essential to maintain both a healthy economy and livable communities, and must become a factor in the planning and designing of the Symbiotic City. If we treat these ecosystem services not at externalities that happen independently of human activity, but as ecological infrastructures that are intrinsic to the city, we can spur a whole new industry for our economic prosperity and general wellbeing. These ecological infrastructures can come in the form of artificial wetlands, green roofs, green facades, naturalized gardens, rain gardens, bioswales, and many others. One particular form of this mode of infrastructure that can have an incredibly large array of benefits is that of the Urban Forest. Trees are incredible ecosystem service powerhouses that play a crucial role in our global ecological systems. They remove pollutants from the air, provide oxygen, retain storm and flood waters, reduce the heat island effect, can provide food and raw materials, and add aesthetic value to almost any space they are located in. To put their value in perspective, one mature deciduous tree can produce enough oxygen to sustain an individual while removing as much as one ton of carbon dioxide from the air annually. In the Symbiotic City, Urban Forests will be implemented to provide all of these services but can also serve as spaces for relaxation and social engagement. The Urban Forest can be laced with hiking trails, running paths and bike paths, while meadows can house programs such as playgrounds, outdoor gyms, picnic grounds, and other functions. New Grounds: The Symbiotic City
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Urban Forests such as this one can provide a wide array of ecological services while also allocating space fr social infrasturctures.
Seminar Instructor: David Moon
Zero Carbon Mobility With the introduction of the automobile, the twentieth century marked a dramatic shift in the way cities were planned. Instead of designing cities that prioritized the movement and safety of pedestrians, city leaders and planners began to design cities with the automobile in mind. However making cars our primary means of transportation came at the cost of traffic congestion, air pollution, soaring obesity rates, and the destruction of the natural environment with the creation of roads, highways, parking lots and parking garages. The Symbiotic City must be designed to prioritize the movement of the pedestrian while providing environmentally friendly means of public transit. Methods of transportation that use fossil fuels must be banned. In typical city planning, roads are often used as a means to create divisions between properties that also accommodate horizontal wayfinding methods. They accommodate for the rapid transit of individual users, large groups, as well as for materials and goods. Vertical modes of transit are primarily limited to the building scale and come mainly in the form of stairs and elevators. However, since the Symbiotic City will limit its own means of horizontal expansion while maximizing its verticality, these separate modes of transit may become obsolete. Instead, the distinction between horizontal and vertical transit may become blurred as our ability to defy gravity expands. Instead of creating roads in the typical sense, the transit infrastructure of the Symbiotic City may become something like a hybrid between a tunnel and an elevator shaft. Using pneumatic tubes, and/or electric rails, the same transit system will allow for movement in both vertical and horizontal directions. This new system will allow users to move to almost any far away destination in the Symbiotic City with ease, and without creating pollution. The necessity for independently owned modes of transit, such as automobiles, will diminish if not entirely parish as cities once again become walkable, allowing an inhabitant to reach most destinations on foot, or with other means such as by bicycle. This will make for healthier citizens and will decrease if not eliminate the need for structures such as parking lots and garages, which take up significant amounts of space which can be allocated for better, more useful programs. In general, shifting our mobility investments towards active and sustainable modes of transportation will increase travel efficiency, save money, and help repair environmental damage already caused by decades of building our cities around the automobile and will make our urban environments better places to live.
Transportation hubs such as this one allow for rapid transit in multiple directions using tube like highways that house gyroscopically stabilized pods.
New Grounds: The Symbiotic City
61
Economic Transformations The crux of all of the Symbiotic City strategies is the revolutionary change of our global economy. Currently, our economic practices prioritize production and consumption over all else and view ecological services as externalized – completely separate from our economic activities and planning principals. In order for us to achieve any sense of symbiosis with the natural environment, our economy needs to become one that recognizes, measures, and assigns value to the natural capital and ecosystem services that are generated. Transforming our existing economic structure will obviously not be an easy task, but the abhorrent ecological, social and long-term economic costs of maintaining the status quo are urgent and compelling reasons for change. If at all else, the rapidly increasing destruction of ecosystems around the world, because their value is considered “external” to our economic calculations, clearly demonstrates how urgently change is required. Even if we choose not to care about the destruction of the habitats for other species and their possible, if not inevitable extinction, we must consider the grave effects our current economic principals will have on our own future and begin to rectify those principles. Conclusions
62
This body of work primarily assesses very real and current problems our global civilization is facing in the epoch of the Anthropocene, so it might seem strange that some of the proposed solutions in the text and collage seem futuristic or like something from science fiction. However, it is the view of this particular author/designer that discipline of architecture has become complacent to our global ecological destruction. While researching works of other designers that examined these issues and created frameworks for future cities, I seemed to find few contemporary projects that seriously pushed the boundaries of what architecture could accomplish in terms of countering the effects of global climate change and the creation of an unsustainable ecological footprint. However I did discover a range of works from past eras from visionary designers such as Archigram, Paolo Soleri and the Metabolists that examined these issues at the conceptual level, and seriously challenged our current notions of constructed environments, as well as social and economic systems. Somewhere down the line it appears that the discipline of architecture forgot of its own tremendous potential and sequestered itself to examining these problems only at the individual building scale – doing too little, too late to counter the enormous problems that my generation is now faced with. While projects from designers such as those of Design Earth do give me hope that new, conceptual visions for the contemporary age can come about that can give us the inspiration necessary to unfold the revolutions necessary to bring about a sustainable future for our dearest planet Earth.
Seminar Instructor: David Moon
Bibliography Websites https://climate.nasa.gov/ https://www.symbioticcities.net https://www.postcarbon.org/ https://www.yaleclimateconnections.org/ https://www.footprintnetwork.org/our-work/ecological-footprint/ https://www.eartheconomics.org/ https://regenerationinternational.org/ http://www.fao.org/ https://naturalcapitalproject.stanford.edu/ 63
Books and Publications Scale; The Universal Laws of Growth - Geoffrey West Upcycle - William McDonough and Michael Braungart Cradle to Cradle - William McDonough The Solar Economy; Renewable Energy for a Sustainable Global Future - Herman Scheer Adapting Buildings and Cities for Climate Change; A 21st Century Survival Guide - Sue Roaf, David
Crichton, and Fergus Nicol
The Resilient City: How Modern Cities Recover from Disaster - Lawrence J. Vale and Thomas J.
Campanella
Triumph of the City - Edward Glaeser The Post Carbon Reader - Richard Heinberg The Vertical Farm: Feeding the World in the 21st Century – Dickson Despommier
New Grounds: The Symbiotic City
DOMESTICITY IN SANTORINI
64
In the past decade, the Greek island of Santorini has become one of the most popular tourist destinations in the world, and now attracts thousands of visitors each year. The tourists are particularly drawn to the island’s unique vernacular architecture, which has largely been shaped by volcanic activity. Over the course of thousands of years, the native Greeks constructed homes on the shear cliff sides of the island’s volcanic crater, digging into the soft volcanic pumice and building out using the excavated stone. Wanting to build as high as possible to avoid raids from pirates and other sea born threats, the caldera was developed in great density, causing structures to often collide and be built over one another. This resulted in unique urban conditions where often the distinctions between public and private space are blurred, and access to light and air is limited.
In our investigation of a 40x40 meter section of the caldera, we became fascinated with the domestic spaces of the settlements, and using historical drawings, we made our own recreation of what the conditions in these excavated spaces might be like. In particular, we paid attention to the arrangement of spaces and the strategies implemented to bring light into the depths of the units, which we discovered were often dug quite deep into the ground. We also were interested in the spatial ambiguity present in the settlement, with its public communal corridors bleeding into what was perceived as semi-private spaces and then into the privacy of the units. This created a gradient of procedurally liminal spaces and an ambiguity between public and private, breaking down ideas of property and creating communal streets and blocks, which was the focus of our built model.
Studio Critics: Konstantinos Pantazis & Marianna Rentzou
Cutaway Axonometric
65
Domesticity in Santorini
66
Studio Critics: Konstantinos Pantazis & Marianna Rentzou
67
Domesticity in Santorini
68
Measuring 40 x 40 x 30 centimeters, our model of the Santorini caldera was constructed using 3D printed segments and cast concrete. Elements such as the furniture and ornamnetation where created by hand.
Studio Critics: Konstantinos Pantazis & Marianna Rentzou
69
Beyond the Domestic
BEYOND THE DOMESTIC
70
The recent influx of tourists in Santorini has caused drastic changes to the way of life of local residents. Real estate speculation has forced many locals to sell their family homes, or convert them to Airbnb hotels for profit. While there is a great amount of construction happening on the island, little of it is for the benefit of the island’s inhabitants, and a housing shortage now plagues the local community. In order to address this issue, our studio instructors challenged us to provide new means of housing to the island using the typology of the mat building. While investigating the island’s context, we became intrigued by the many canyons that existed across the landscape. Newer developments were being constructed on almost every piece of space available, but due to their odd shapes and difficulty in terms of access, these canyons have remained almost totally unused.
Our project seeks to provide housing for over a thousand residents of Santorini in the form of a dense mat building, suspended in air between two canyon walls. The elevated bar creates three unique zones for the use of architectural programs. The roof provides a means of entry, as well as a large flat space - unique to the island - where more intense public functions such as a market can occur. The bar itself is filled with dense housing that is punctured by courtyard spaces, which allow for access to light and air, and provides spaces for the inhabitants to socialize. Under the bar exists an open air space shaded from the intense Santorini sun, and houses a school, a playground, and a lyceum for the use of community forums, concerts and plays. The project seeks to question the nature of domestic space from the scale of the domicile to that of the community.
Studio Critics: Konstantinos Pantazis & Marianna Rentzou
Site Map
71
N
0 km
0.5
Beyond the Domestic
1
72
Studio Critics: Konstantinos Pantazis & Marianna Rentzou
73
Beyond the Domestic
74
Plan - Second Level
Studio Critics: Konstantinos Pantazis & Marianna Rentzou
75
Level 2
N
0m
5
Beyond the Domestic
10
Plan Perspective
76
Studio Critics: Konstantinos Pantazis & Marianna Rentzou
Vignettes
77
Beyond the Domestic
78
Studio Critics: Konstantinos Pantazis & Marianna Rentzou
79
Beyond the Domestic
80
Studio Critics: Konstantinos Pantazis & Marianna Rentzou
81
Beyond the Domestic
82
Studio Critics: Konstantinos Pantazis & Marianna Rentzou
A cast concrete form creates the canyon wall and the lyceum seating in this 1 to 50 section model. The domestic spaces, constructed from laser cut bristol board and 3D printed elements, cantilever over the lyceum on a structural frame embedded in the concrete.
83
Beyond the Domestic
84
Studio Critics: Konstantinos Pantazis & Marianna Rentzou
85
Beyond the Domestic
NEVER BUILT NEW YORK
86
Hosted by the Queen’s Museum, the Never Built New York Exhibit invites visitors to discover the New York City that might have been through original prints, drawings, models, installations, and animations. Organized by director Josh Jordan, we the student employees of the Columbia GSAPP Fabrication Laboratory were challenged to construct models for each of the forty eight projects that were part of the exhibit. The models were required to be viewed as a cohesive set while still highlighting the distinctive characteristics of each individual project at the 1 to 1200 scale. In order to achieve this, close attention was paid to levels of detail that each model presented, making sure that the model was legible at a distance and still retained the quality of design. The models were constructed with clear acrylic and resin so that when illuminated they would gently glow, calling attention to each model on the intricate landscape of the New York City panorama - a famous installation that has been at home at the Queen’s Museum since 1964.
The models were first designed digitally using a combination of Rhino and Grasshopper, then constructed using a variety of fabrication techniques including CNC milling, 3D printing, laser cutting, resin casting, and other analogue methods. Individual model photography credit goes to James Ewing who used clever stage craft and intricate lighting techniques to create the illusion of massive scale with models that drastically ranged in size.
Professional Practice: GSAPP Fabrication Laboratory
87
City of the Future by Frank Lloyd Wright
Never Built New York Exhibition
88
Left to right: Hyperboloid Tower by I.M. Pei, 80 South Street Tower by Santiago Calatrava, One Madison by Daniel Libeskind
Professional Practice: GSAPP Fabrication Laboratory
89
Left to right: Skyscraper Bridge by Raymond Hood, Brooklyn Battery Bridge by Robert Moses, Governor’s Island Gondola by Santiago Calatrava
Never Built New York Exhibition
90
Professional Practice: GSAPP Fabrication Laboratory
Models on display at the Panorama of New York City at the Queens Museum
91
Never Built New York Exhibition
THE LYCEUM BURNING MAN 2017
92
Constructed by XTR Lab in conjunction with Columbia GSAPP, the Lyceum was designed as a series of independent spatial modules that overlap to create a new form of desert inhabitation by synthesizing extracted systems, geometries and modes of occupation. The structure was implemented at Burning Man 2017 and served as a refuge from the harsh Black Rock desert sun as well as a space for the discussion of ideas. Attendants of the festival were informally invited into the space for information exchanges which lead to spontaneous events such as a yoga session, poetry readings, a movie night, and a dance party. Stringent design criteria set by Burning Man as well as limited time and resources made the design/ construction process an incredible challenge. Even with a large array of stipulations, our team was able to create eleven unique, spherical
modules at a large scale that had the ability to be deployed and redeployed with relative ease. All parts were pre-fabricated, assembled, and tested in New York and then flat packed and shipped to Black Rock where they were again assembled by a group of eleven student volunteers. Facing a radically harsh environment where dust storms prevailed, zero moisture was present, and temperatures exceeded 105° F, our team never faltered, and was able to complete assembly ahead of the designated three day construction window. The only academic group to ever build a structure at Burning Man, the process of designing and constructing the Lyceum served as a test for future installations by XTR Labs that will implemented in Abu Dhabi, Ho Chi Minh City, and the Maldives.
Professional Practice: XTR-Lab
93
The Lyceum - Burning Man 2017
Drone photography of construction progress on Long Island
94
Professional Practice: XTR-Lab
95 Movie night at the Lyceum
The Lyceum - Burning Man 2017
96
Professional Practice: XTR-Lab
97
Study Models
The Lyceum - Burning Man 2017
D05
Each module was uniquely designed and had its own particular characteristics, but the same series of joints and details were used to streamline construction.
D08 3’-4” TYP.
D06
PAC02 [9’-4”]D08
D02 TYP.
PA07
PA09
PA06
D02 TYP.
PAC04 [0’-10”]
PA11 D08
PA12
D09 TYP.
D01 TYP.
PA23
PA27
D03 TYP.
D06
PA32
D02 TYP.
3’-3”’ TYP.
D06
PAC13 PA41 [7’-0”] 1-3/8” GA. STL Pipe 01. Assume Segment all(PA00) pipe segments count: [9] APA06-014 (PA) to be 1-3/8” in diameter, in length PA42 10’-6” 1-3/8” GA. STL Custom and withCut both Pipe male Segment and female (PAC00) end count: segments, [4] PAC02-05 ref. D03 D06 PA40 (PB00) 1/2” GA. STL Pipe 02.Segment Assume all pipecount: segments [10] PB01-10 A01-A99 (PA01-99) to be 1-3/8” in diameter and to have femalePA38 end segments only, ref. D03 03. Assume all pipe segments B (PB) to be 1/2” in diameter PB20-27 and 10’ in length, D11 ref. D02 PA43 VIF TYP. PA45 04. Assume the radius of all pipes inPA44 Arch Set 03 to be 10’ PA46 D06 A-07
D06PA33
PA36
1-3/8” GA. STL Pipe Segm PAC14 1-3/8” GA. STL Custom [5’-6”] Cu 1/2” GA. STL Pipe Segmen
D03
TYP. ARCH
PA39 PA13-3
PA29
SET 03 PIPE SEGM
24’-0”
D06
3’-6” TYP.
D11 TYP.
SET 02 PIPEKEY SEGMENT NOTES INVENTORY
14’-6”
D02 TYP. D06 TYP.segments A (PA) to be 01. Assume all pipe 1-3/8”PA24 in diameter, 10’-6” in length PAC08-2 and with both male and female end segments, ref. D03 D09 02. Assume PA29 all pipe segments A01-A99 (PA01-99) to be 1-3/8” in diameter and to have female end segments only, ref. D03 PAC09 D06 03. Assume all pipe segments B (PB) to be 1/2” in diameter and 10’ in length, PA34 [7’-0”] ref. D02 04. Assume the radius of all pipes in Arch Set 02 to be 12’ PA35 PA25 PA31
PAC05 [8’-4”]
AXONOMETRIC PLAN A05A07 1/4 1/4 in =in1 = ft 1 ft
PA37
KEY NOTES D03
PAC03 [7’-0”]
A06
A04
1/4 in = 1 ft
D02 PA28 TYP.
D06
D09
24’-0” D02 TYP.
D10 TYP.
AXONOMETRIC D07
PA14
PA13
D03 TYP. PAC06 [8’-2”]
12’-0”
D02 TYP.
PA08
D02 TYP. PA10
12’-10”
D03 TYP.
D06
12’-0”
D02 TYP.
D10 TYP. PA49
PA26
GL.
PA48 D02
PA47
TYP. PAC12 [3’-4”]
PAC13-2
PA50 D09 PAC10 [3’-7”] D10 TYP.
D02 TYP.
D10 TYP.
D09 PAC11 [2’-3”]
24’-0”
24’-0” A09
A12
98 PAC18-2 AXONOMETRIC PLAN A11A13 1/4 1/4 in =in1 = ft 1 ft
D06
PA57
D06
D09 01. Segment Assume all(PA00) pipe segments A (PA) to be 1-3/8” inD11 diameter, 10’-6” in length 1-3/8” GA. STL Pipe count:PA63 [7] PA23-36 TYP. and with and female end segments, ref. D03 1-3/8” GA. STL Custom Cutboth Pipemale Segment (PAC00) count: [3] PAC09-11 PA65 Assume(PB00) all pipecount: segments A01-A99 (PA01-99) to be 1-3/8”PA61 in diameter 1/2” GA. STLPAC18-3 Pipe02. Segment [8] PB20-27 D01 and to have female end segments only, ref. D03 03. Assume all pipe segments B (PB) to be 1/2” in diameter and 10’ in length, ref. D02 04. AssumePA59 the radius of all pipes in Arch Set 05 to be 12’
PA69
D09 all(PA00) TYP. 1-3/8” GA. STL Pipe Segment count: [14] 01. Assume pipe segments APA37-50 (PA) to be 1-3/8” in diameter, 10’-6” in length +D01 PB37-44 1-3/8” GA. STL Custom Cutboth Pipemale Segment (PAC00) count: [4] PAC12, PAC13 X3 PAC20 and with and female end segments, ref. D03 VIF to be 1-3/8” D10 1/2” GA. STL Pipe02. Segment [9] PB28-36 Assume(PB00) all pipecount: segments A01-A99 (PA01-99) in[4’-6”] diameter and to have female end segments only, ref. D03 03. Assume all pipe segments B (PB) to be 1/2” in diameter and 10’ in length, PA74 PA72 ref. D02
ARCH SET 04 D06the radius of all pipes in Arch Set 06 to be 10 04. Assume ARCH CONSTRUCTION
24’-0”
D11 TYP.
PAC19D10 [8’-8”]
A-13
SET 06 PIPE SEGM D03
1-3/8” GA. STLTYP. Pipe Segm 1-3/8” GA. STL Custom C 1/2” GA. STL Pipe Segme PAC18-3
ARCH
D09 PAC19 [8’-8”]
GL.
D10 D06
A12A14A16
SET 05 PIPEKEY SEGMENT NOTESINVENTORY D03
A-11 PA66
D09
D11 TYP.
PA62
1’-6” TYP.
D09 all pipe segments A (PA) to be 1-3/8” in diameter, 10’-6” in length 01. Assume +D01both male and female end segments, ref. D03 and with D10 02. Assume all pipe segments A01-A99 (PA01-99) to be 1-3/8” in diameter and to have female end segments only, ref. D03 03. Assume all pipe segments B (PB) to be 1/2” in diameter and 10’ in length, ref. D02 D06the radius of all pipes in Arch Set 04 to be 12’ 04. Assume
D01
KEY NOTES PA58 INVENTORY SET 04 PIPED03 SEGMENT
AXONOMETRIC PLAN ELEVATION in1 = ft 1 ft 1/4 1/4 in =1/4 ftin1 =
D06 PA71
D06
KEY NOTES
D09 PA68
10’-0”
PAC18 [7’-0”]
A10
20’-0”
1/4 in = 1 ft
1’-3” TYP.
AXONOMETRIC
12’-0”
D09
PA70 PA73 D06
PA64 PA60
PA64
PA67
D09
D09 D01
D09 +D01
1/4 in = 1 ft
A24
AXONOMETRIC PLAN A20A22 1/4 1/4 in =in1 = ft 1 ft
A19
PA76
PA79
PAC21 SET 07 PIPEKEY SEGMENT NOTES INVENTORY
01. Assume all pipe segments A (PA) to be 1-3/8” in diameter, 10’-6” in length D09 and with both male and female end segments, ref. D03 02. Assume all pipe segments A01-A99D09 (PA01-99) to be 1-3/8” in diameter and to have female end segments only, ref. D03 03. Assume all pipe segments B (PB) to be 1/2” in diameter and 10’ in length, ref. D02 D08 D09 04. Assume the radius of all pipes in Arch Set 07 to be 12’
[8’-8”] 1-3/8” GA. STL Pipe 01. Assume Segment all (PA00) pipe segments count:D06 [11] A (PA) PA57-67 to be 1-3/8” in diameter, 10’-6” in length 1-3/8” GA. STL Custom and withCut both Pipe male Segment and female (PAC00) endcount: segments, [4] PAC18 ref. D03 X3, 19 D06 1/2” GA. STL Pipe 02.Segment Assume all (PB00) pipe count: segments [16]A01-A99 PB45-60 (PA01-99) to be 1-3/8” in diameter and to haveD03 female end segments only, ref. D03 PAC22 03. AssumeTYP. all pipe segments B (PB) to be 1/2”D06 in diameter and 10’ in length, [8’-4”] ref. D02 PA77 04. Assume the radius of all pipes in Arch Set 08 to be 10’ 12’-0”
KEY NOTES
AXONOMETRIC ELEVATION PLAN A21A23A19 1/4 1/4 in =1/4 in1 = ftin1 = ft 1 ft
D06 TYP. PAC24 [3’-4”] TYP. 1-3/8” GA. STL Pipe 01. Segment Assume all (PA00) pipe count: segments [7] PA68-74 A (PA) to be 1-3/8” in diameter, 10’-6” in length 1-3/8” GA. STL Custom and with Cutboth Pipemale Segment and female (PAC00)end count: segments, [1] PAC20 ref. D03 PA80 1/2” GA. STL Pipe02. Segment Assume(PB00) allPAC23 pipe count: segments [4] PB61-65 A01-A99 (PA01-99) to be 1-3/8” in diameter PB66-77 and to have female PAC25 [3’-10”]end segments only, ref. D03 VIF and 03. Assume all pipe segments B (PB) PA82 to be 1/2” in diameter 10’ in length, [3’-8”] ref. D02 D09 04. Assume the radius of PA84 all pipes in Arch Set 07 to be 12’ PA85 D09
SET 08 PIPE KEY SEGMENT NOTESINVENTORY D03
D10 TYP.
1-3/8” GA. STL Pipe Segm 1-3/8” GA. STL Custom C 1/2” GA. STL Pipe Segme
ARCH
A-19 PAC21-2
PA75
SET 07 PIPE SEGM
ARCH SET 07 ARCH CONSTRUCTION
A-17
D09
D09 +D01
12’-0”
AXONOMETRIC
A21
PA83
D10 PA78 TYP.
D10 TYP.
PA81
GL.
12’-0”
A27 A30
AXONOMETRIC 1/4 in = 1 ft
AXONOMETRIC PLAN A26A28 1/41/4 in =in1 =ft 1 ft
A25
Professional Practice: XTR-Lab
AXONOMETRIC ELEVATION PLAN
A27A29A31
1/41/4 in =1/4 in1 =ftin1 = ft 1 ft
KEY NOTES
SET 09 PIPEKEY SEGMENT NOTESINVENTORY
SET 10 PIPEKEY SEGMENT NOTESINVENTORY
SET 11 PIPE SEGM
01. Assume all pipe segments A (PA) to be 1-3/8” in diameter, 10’-6” in length
1-3/8” GA. STL Pipe count: [5] PA75-79 01. Segment Assume all(PA00) pipe segments A (PA) to be 1-3/8” in diameter, 10’-6” in length 1-3/8” GA. STL Custom Cut Pipe Segment (PAC00) count: [3] PAC21,21-2,22
1-3/8” GA. STL Pipe 01. Segment Assume all (PA00) pipe segments count: [6] PA80-85 A (PA) to be 1-3/8” in diameter, 10’-6” in length
1-3/8” GA. STL Pipe Segm 1-3/8” GA. STL Custom Cu
Construction Details
Footer + Sand Anchor
1-3/8” to 1/2” Pipe Connection
Pipe Coupler
99 Scissor Hinge Connection
Fixed Cross Connection
Adjustable Angle Brace Adapter
0’
Black Rock City Camp Plan
The Lyceum - Burning Man 2017
10
20
DELTA SKY CLUB
100
Corgan was selected to design Delta’s new Sky Club at concourse B in Atlanta International Airport as one component of their overall airport renovation project. The new club, encompassing 18,000 square feet with a seating capacity of over 500, is the new premiere flagship lounge for Delta. Our team worked closely with Delta during the schematic and design development process to integrate their program requirements. The club design has incorporated Delta’s design standards, and has provided new concepts to further enhance Delta’s distinct new look and brand. The design features a stepped roof that allow for a series of clear stories to maximize day lighting while
providing spatial differentiation in the open plan below. In the center of the club, a light installation designed by Corgan in partnership with Bocci Lighting adds a splash of color against an interior palette primarily consisting of white, gray and blue. Another unique feature in the club is a majority of the passenger lounge seating provides full height window views to the outside. Not wanting to impede passenger flow in the concourse below, the club was built on top of a 150 foot long truss that is supported by 8 foot diameter concrete columns - completely independent of the existing strutre below
Professional Practice: Corgan Architects
101
Delta Sky Club at Atlanta International Airport
102
Professional Practice: Corgan Architects
103
Delta Sky Club at Atlanta International Airport
TPO ROOF SYSTEM REFER ROOF PLAN
CLEAR STORY REFER GLAZING SCHEDULE
STEEL ROOF JOISTS REFER STRUCTURE
Sim
02 A 3.1.4
Sim 3 OPP. HAND A 3.1.10
Sim
01 A 3.1.4
01 A 3.1.4
E2.9
E2.5
E2.2
2 A 3.1.10
E. E
OPP. HAND
T.O.S. ROOF 3 179' - 0"
Sim H
H2.5
H3.2
H3.5
T.O.S. ROOF 2 170' - 6"
5 A 3.3.2
ROOF LEVEL 1 162' - 0"
7 1/2" CURTAIN WALL SYSTEM DELTA SKY CLUB
CLUB FINISH FLOOR LEVEL 149' - 0" STEEL HANGERS TO DECK 2 HR RATED CONCRETE SLAB
MECHANICAL ROOM SCREEN WALL PANEL
MECHANICAL LEVEL 135' - 10" EXISTING ROOF LEVEL 132' - 0" 54.B
ALUMINUM FRAME
E2.9
E2.5
ALL STRUCTUREAL STEEL TO HAVE 2 HR FIRE RATED SPRAY ON INSULATION UNO. REFER STRUCTURAL
7' - 1"
7' - 1"
STEEL SUPER TRUSS WITH 2 HR SPRAY ON FIRE PROOFING
4.5
3 A 3.1.10
36' - 5 1/2"
Sim
3 A 3.1.10
7' - 9"
6' - 6"
EXISTING CONOURSE
ROOF TYPE 01 - REF: A 3.4.5
2 HR RATING AT WALLS AND SLAB
45' - 4"
CONCOURSE LEVEL 116' - 0"
T.O.S.CONCRETE ROOF 3 COLUMN 179' - 0"
T.O.S. ROOF 2 170' - 6"
T.O.S. ROOF 3 179' - 0"
BUILDING COLUMN BEYOND PROJECT NO.
32" JOIST
APRON LEVEL 100' - 0"
SMOOTH INSULATED METAL PANEL
BY
18' - 0" AFF
ALUMINUM CURTAIN WALL SYSTEM REF: GLAZING ELEVATIONS TYPES
SOFFIT VENT DETAILS AT CORRIDOR 1 1/2" = 1'-0"
4' - 9 1/2"
PREFORMED INSULATION AT OPEN CMU CELLS
2' - 9"
10
EXTERIOR CORNICE DETAIL 1" = 1'-0"
CLUB FINISH FLOOR LEVEL 149' - 0"
2 A 3.1.11
GYP BD SOFFIT
1 4 A 3.1.11 A 3.4.6
4 A 3.1.10
6"
COL.
7' - 6"
T.O.S. ROOF 5
LEVEL COLUMN COVER MECHANICAL REFER 1" GAP 135' - 10 9/16" 135' - 10" FINISH SCHEDULE
FOR MOVEMENT
10"
3 A 3.1.11 REFER TO CIVIL FOR DETAIL
E. E
1' - 0"
FIRE SEALANT CLUB EXISTING FINISH FLOOR ROOF LEVEL LEVEL 132' - 0" 149' - 0"
CLUB EXISTING FINISH FLOOR ROOF LEVEL LEVEL 132' - 0" 149' - 0"
SECTION DETAIL 1 1/2" = 1'-0"
MINERAL WOOL
1/2" REVEAL 4' - 0"
STAINLESS STEEL BASE
9
9"
STAINLESS STEEL BASE ON MDF CORE 7 1/2"
REINFORCED BOND BEAM 8" CMU WALL (PAINT) REQUIRED TO HAVE 2 HR. RATING
2HR RATED 8" CMU (PAINT)
PREFORMED INSULATION AT OPEN CMU CELLS
BLOCKING
1'-8" WATER STOP 3'-8 1/2"
1/2" SHEATHING WITH AIR BARRIER PEAL AND STICK WATER PROOFING BREAK METAL FLASHING, PAINT TO MATCH METAL PANELS
2" MIN.
SEALANT AND BACKER ROD MECHANICAL LEVEL 135' - 10" CONT. CLEAT
4 STEEL BEAM WITH 3.1.10 SPRAY 2 HR. A RATED ON INSULATION
5
HEAD DETAIL AT CMU WALL 1" = 1'-0"
2 4 A 3.1.2 A 3.1.11 - SS7
1' - 2 1/2"
1 A 3.1.11
2
MECHANICAL LEVEL 135' - 10"
EXISTING 6"ROOF COLDLEVEL FORMED - 0" METAL132' FRAMING
4 A 3.4.6
EXISTING ROOF LEVEL 132' - 0"
3/8" = 1'-0"
8" REINFORCED CMU WITH PREFORMED INSULATED CELLS
SDA 166 RFI 0435 SDA 141 RFI 0397
C O R G A N
BEAM WITH 2 HOURHEAD DETAIL AT CMU WALL 5 1" = 1'-0" RATED FIREPROOFING
FORMED METAL FRAMING
6" PRE-ENGINEERED COLD FORMED METAL FRAMING SHOP FABRICATED
STEEL TUBE FRAMING; 3" INSULATED PANEL REFER TO STRUCTURAL
SECTION DETAIL 1 1/2" = 1'-0" COL.
E. E 7' - 5"
3 5/8" METAL STUD 18 GAUGE MIN. SUSPENDED FROM BOTTOM OF DECK
METAL DECK WD. BLOCKING
REVISION
DESIGNED BY
Designer 6"BYCOLD FORMED DRAWN METAL FRAMING Author SCALE
3/8" = 1'-0"
FORMED METAL PANEL
3" INSULATED METAL PANEL
9"
EXTENDED TOP CHORD OF STEEL JOIST; REFER STRUCTURAL Checker COLUMN BEYOND DATE 01/27/2015 CHECKED BY
SIZE
T.O.S.E ROOF 1 162'ZINC - 0" STRIP STRUCTURAL STEEL BEAM WITH 2 HOUR RATED FIREPROOFING 1/2" FRT. MDF WITH PRIMER FINISH TO STEEL ANGLE CORGAN ASSOCIATES 401 N. HOUSTON STREET, DALLAS TX 75202 ACCEPT DECORATIVE T: (214) 748 2000 FILM ADF-01 REF. SHEET NUMBER
7/8" HAT CHANNEL
EXERIOR PAINT REFER SPEC TYP. ROOF SYSTEM; REFER ROOF PLAN METAL GRATE GYP. BD. PT-01
APPROVED APPROVED
APRON LEVEL 100' - 0"
Professional Practice: Corgan Architects T.O.S. ROOF 5 135' - 10 9/16"
UNDERSIDE OF DECK TO RECEIVE THERMAL SPRAY ON INSULATION TYP. REFER SPEC
CORGAN ASSOCIATES 401 N. HOUSTON STREET, DALLAS TX 75202 2 T:1/2" COLD (214) 748 2000
0"
METAL GRATE
EXTENDED TOP CHORD OF STEEL JOIST; REFER STRUCTURAL
BREAK METAL COLUMN BEYOND STEEL BEAM WITH FLASHING, PAINT TO 2 HR. RATED SPRAY MATCH METAL PANELS PRE MOLDEDON GFRG INSULATION SEALANT AND BACKER ROD STRUCTURAL STEEL
-1
INTERIOR PAINT REFER SPEC
6" PRE-ENGINEERED COLD FORMED METAL FRAMING SHOP FABRICATED
SHIM T.O.S. ROOF 2 SEALENT AND 170' - 6" BACKER ROD
2'
EXERIOR PAINT REFER SPEC
WALL SECTION 3/8" = 1'-0"
STEEL TUBE FRAMING; REFER TO STRUCTURAL
METAL DECK
6" COLD FORMED METAL FRAMING
10"
01
SOFFIT VENT DETAILS AT CORRIDO 1 1/2" = 1'-0"
TYP. ROOF SYSTEM; REFER ROOF PLAN
CONT. CLEAT
T.O.S. ROOF 7 132' - 0"
CONCRETE SLAB ON METEL DECK WITH SPRAY ON THERMAL INSULATION
8
3" INSULATED PANEL WALL SECTION
02
8"
TUBEDETAIL STEEL INTERIOR CORNICE 1" = 1'-0"
2 1/2" COLD FORMED METAL FRAMING
A 3.1.10 WALL SECTION DETAILS
SLOPE
4" 5' -
10 "
6
1/2" SHEATHING WITH AIR BARRIER PEAL AND STICK WATER PROOFING
2" MIN.
SHIM SEALENT AND BACKER ROD
STEEL ANGLE
APRON LEVEL 100' - 0" SLOPE
PROJECT NO.
UNDERSIDE OF DECK TO RECEIVE THERMAL SPRAY 1' - 2" ON INSULATION TYP. REFER SPEC
TILE FLOORING REFER SCHEDULE 2 1/2"
9"
MTL. SCREEN WALL SYSTEM
8" REINFORCING BOND BEAM
4"
5 A 3.1.10
2' -
STRUCTURAL STEEL BEAM WITH 2 HOUR RATED FIREPROOFING
05/19/16 04/15/16
8" CMU WALL (PAINT) REQUIRED TO HAVE 2 HR. RATING
SUPPLY DIFFUSER AND LIGHT COVE REFER DETAILS
MECHANICAL LEVEL 135' - 10"
02/10/15 DATE 1 NO
SELANT AND BACKER ROD
STAINLESS COLUMN COVER BASE
PROJECT NO.
6 TILE REFER SCHEDULE
STAINLESS STEEL COLUMN COVER
FLASHING
VENT
5 4 3 2 1 NO
1' - 2"
5/8" GYP. BOARD
PANEL
TILE REFER SCHEDULE
1' - 5 1/2"
9 8
T.O.S. ROOF 1 162' - 0"
REINFORCED BOND BEAM SOFFIT 2" CONT.
5/8" GYP. BOARD
PENDANT LIGHT TYPE F, REF: RCP
3" INSULATED METAL PANEL
EXTENDED TOP CHORD OF STEEL JOIST; REFER STRUCTURAL
DELTA SKY CLUB, CONCOURSE B AT HARTSFIELD JACKSON ATLANTA INTERNATIONAL AIRPORT (H-JAIA)
ALUMINUM CURTAIN WALL SYSTEM REF: GLAZING ELEVATION TYPES MTL. SCREEN WALL SYSTEM
FORMED METAL ALUMINUM CURTAIN WALL SYSTEM STEEL ANGLE REF: GLAZING ELEVATION TYPES
T.O.S. ROOF ROOF LEVEL 1 1 162'162' - 0" - 0"
DECOUSTICS SUSPENED
CEILING, REF: RCP 3" INSULATED METAL PANEL
1/2" SHEATHING WITH PEEL AND STICK WATER PROOF MEMBRANE AT ALL EXTERIOR CORNICE LOCATIONS
1/8
SHEE
PROJECT NO.
1' - 5 1/2"
A 3.1.10
3 5/8" METAL STUD
3 5/8" METAL STUD
SHEET TITLE
2 A 3.1.10
3" INSULATED 5 METAL PANEL
4"
SCAL
13357.002
5' -
CLUB FINISH FLOOR LEVEL 149' - 0"
T.O.S. ROOF 166' - 0"
DRAW
BY F.5
6" COLD FORMED METAL STUD
6'-7"
DESIG
Aut
170' - 6"
SHEET TITLE
4' - 0"
T.O.S. ROOF 6 151' - 0 15/16"
APPR
Des
T.O.S. ROOF 2
REVISIONS
3 A 3.1.11
1/2" REVEAL
CLUB FINISH FLOOR LEVEL 149' - 0"
= 1'-0"
PROJECT TITLE
6" COLD FORMED
STAINLESS METAL STEEL BASE FRAMING
CLUB FINISH FLOOR 18' - 0" AFF LEVEL INSULATED METAL PANEL 149' - 0"
ROOF SOFFIT DETAIL
5 1" A 3.3.2
APPR
ROOF SYSTEM TYPE 01 01/A3.4.5 6" COLD FORMED METAL FRAMING METAL DECK
T.O.S. ROOF 1 13' - 0" AFF 162' - 0"
COLUMN COVER2 REFER T.O.S. ROOF 7/8" FINISH SCHEDULE 170' -HAT 6" CHANNEL
70' - 4"- 4" 170'
L PANEL
11
3 5/8" METAL STUD 18 GAUGE MIN. SUSPENDED FROM BOTTOM OF DECK
F.5
TIE OFF SUPPORT; REFER ROOF PLANS AND DETAILS
STEEL TUBE
32" JOIST
6" PRE-ENGINEERED COLD FORMED METAL FRAMING SHOP FABRICATED
GYP BD SOFFIT
F.5
T.O.S. ROOF 2 170' - 6"
13357.002
2/17/2015 8:28:47 AM
ALUMINUM CURTAIN WALL SYSTEM REF: GLAZING ELEVATIONS TYPES
STEEL TUBE
CATWALK
1/2" SHEATHING WITH PEEL AND STICK WATER PROOF MEMBRANE AT ALL EXTERIOR CORNICE LOCATIONS
2 A 3.4.5
SUPPLY DIFFUSER AND LIGHT COVE REFER DETAILS
104
AIL
STAINLESS COLUMN COVER BASE
T.O.S. ROOF 3 179' - 0"
SMOOTH INSULATED METAL PANEL
E2.9
STAINLESS STEEL COLUMN COVER 6' - 0"
1' - 9"
WALL SECTIONS
ALUMINUM CURTAIN WALL SYSTEM REF: GLAZING ELEVATION TYPES
ROOF LEVEL 1 T.O.S. ROOF 3 162' - 0" 179' - 0"
PENDANT LIGHT ROOF TYPE 01 - REF: A 3.4.5 TYPE F, REF: RCP
2' - 8"
ALUMINUM CURTAIN WALL SYSTEM REF: GLAZING ELEVATION TYPES
07/07/16 02/04/16 06/24/15 05/07/15 04/28/15 DATE
2 A 3.1.10
DECOUSTICS SUSPENED CEILING, REF: RCP
SDA 209 RFI 500 ISSUED FOR HEALTH DEPARTMENT REVIEW SDA 012 RFI 0105 REVISIONS 01 ISSUE FOR CONSTRUCTION DESCRIPTION
AA3.1.10 3.4.7
ROOF SYSTEM TYPE 01 01/A3.4.5
E2.5
6' - 6"
PROJECT TITLE
7' - 9"
13357.002 DELTA SKY CLUB, CONCOURSE B AT HARTSFIELD JACKSON ATLANTA INTERNATIONAL AIRPORT (H-JAIA)DELTA SKY CLUB, CONCOURSE B AT HARTSFIELD JACKSON CONSOLIDATED CLUB PACKAGE ATLANTA INTERNATIONAL AIRPORT (H-JAIA) CONSOLIDATED CLUB PACKAGE WALL SECTIONS
T.O.S. ROOF 7 166' - 10 0"
BB
2 A 3.4.5
PROJECT TITLE
A 3.1.2 BUILDING SECTIONS
E2.9
REVISIONS
6'-7"
54.B
NOTE: SEE INDEX FOR HISTORY OF ALL REVISIONS
ROOF SYSTEM TYPE 01 01/A3.4.5
13' - 0" AFF
100% CONSTRUCTION DOCUMENTS FOR BIDDING DESCRIPTION
LONGITUDINAL SECTION 1/8" = 1'-0"
NOTE: SEE INDEX FOR HISTORY OF ALL REVISIONS
1
5 A 3.3.2
T.O.S. ROOF 2 170' - 6"
C O R G A A 3.1.4 N
C O R N
CORGAN ASSO 401 N. HOUSTON STREET, T: (214) 748 2
1' - 6"
4" 2"
CONT BEAD OF SEALANT
ROOF PARAPET DETAILOVERFLOW SCUPPER DETAIL 3 3" = 1'-0" 3" = 1'-0"
NOTE: SEE INDEX FOR HISTORY OF ALL REVISIONS
REVISIONS
05/03/16 02/04/16 12/18/15 09/25/15 09/25/15 04/28/15 DATE 6 5 4 3 2 1 NO
4
ROOF TYPE 01 6" = 1'-0"
1
BREAK METAL FASCIA TO MATCH METAL PANEL
1
ROOF TYPE 01 6" = 1'-0"
FASTEN FASCIA AT 3" O.C. STAGGERED TO STUD HEAD BREAK METAL FASCIA TO MATCH METAL PANEL
ROOFING MEMBRANE
FLASHING MEMBRANE
CONT. MTL CLEAT
CON. BEAD OF SEALANT
CON. BEAD OF SEALANT
WOOD BLOCKING FASTEN 12" O.C. MAX
SMOOTH INSULATED MTL PANEL
BLOCKING, TYP.
WOOD BLOCKING FASTEN 12" O.C. MAX
5/8" BASE PLATE, TP. 6" COLD FORMED MTL FRAMING
STEEL FRAMING REF STRUCTURAL DGWS
5/8" STEEL BOLTS
STRUCTURAL BEAM REF STRUCTURAL DWGS
FLASHING MEMBRANE
HOT AIR WELD
STEEL FRAMING REF STRUCTURAL DGWS
ROOF TYPE 01 REF 01/A3.4.5
PEEL AND STICK WATER PROOF MEMBRANE
HOT AIR WELD
13357.002
SMOOTH INSULATED MTL PANEL
1/2" SHEATHING BD
3 5/8" MTL STUD FRAMING
1/2" SHEATHING
ROOF EDGE DETAIL 3" = 1'-0"
PRE-FINISHED PARAPET CAP W/ COUNTER FLASHING RECEIVER TO MATCH METALROOF PANEL EDGE DETAIL
ROOF TYPE 01 REF 01/A3.4.5 1/2" SHEATHING BD
3 5/8" MTL STUD FRAMING
1/2" SHEATHING
PEEL AND STICK WATER PROOF MEMBRANE
1/4" SLOPE MIN.
CONT. MTL CLEAT
FASTEN FASCIA AT 3" O.C. STAGGERED TO STUD HEAD
2
INSULATION RANE WELD
5".
5".
H H
SDA 149 RFI 0401 ISSUED FOR HEALTH DEPARTMENT REVIEW SDA 085 RFI 0298 SDA 035 RFI 0226 SDA 034 RFI 0226 ISSUE FOR CONSTRUCTION DESCRIPTION
1'-4 1/2"
13357.002
ROOF TYPE 01 REF 01/A3.4.5
T.O.S. ELEVATOR 164' - 9"
BLOCKING
T.O.S. ROOF 166' - 0"
1'-4 1/2"
ROOF DETAILS
OVERFLOW SCUPPER DETAIL 3" = 1'-0" CLEAT, FASTEN 6" O.C. MAX TO BLOCKING
ROOFING MEMBRANE
L
3/4" FIRE RATED PLYWOOD WATERPROOF MEMBRANE FLEXIBLE FLASHING 1/4" SLOPE MIN. CONT. METAL CLEAT
105
PROJECT NO.
STRUCTURAL BEAM REF STRUCTURAL DWGS
T.O.S. ROOF 166' - 0"
6" BATT INSULATION ROOF PARAPET DETAIL 3" = 1'-0"
ROOF EDG 3" = 1'-0"
SHEET TITLE
ROOF DETAIL 3" = 1'-0"
2
SLOPE
SLOPE
6" MTL STUD FRAMING 6" COLD FORMED MTL FRAMING
4
ROOF EDGE 3" = 1'-0"
2
PRE-FINISHED PARAPET CAP W/ COUNTER TERMINATION BAR FLASHING RECEIVER TO MATCH METAL PANEL PRE-FINISHED PARAPET PRE-FINISHED CAP W/ COUNTER TERMINATION BAR PARAPET CAP W/ FLASHING RECEIVER TO FLASHING RECEIVER MATCH METAL PANEL TO MATCH METAL 3/4" FIRE RETARDANT TERMINATION BAR PANEL TREATED PLYWOOD 3/4" FIRE RETARDANT 1" RIGID INSULATION TREATED PLYWOOD 3/4" FIRE RETARDANT 1" RIGID INSULATION FULLY ADHERED FLASHING TREATED PLYWOOD MEMBRANE SCUPPER - PVC CLAD 1" RIGID INSULATION FULLY ADHERED FLASHING HOT AIR ADHERED WELD FULLY FLASHING MEMBRANE WRAPPED OVER MEMBRANE NAILER TO OUTSIDE FACE SLOPE HOT AIR WELD HOT AIR WELD
DELTA SKY CLUB, CONCOURSE B AT HARTSFIELD JACKSON ATLANTA INTERNATIONAL AIRPORT (H-JAIA) CONSOLIDATED CLUB PACKAGE
5
F
H
PROJECT TITLE
5/8" STEEL BOLTS
ROOF TYPE 01ROOF REF 01/A3.4.5 T.O.S. 166' - 0" 6" COLD FORMED MTL FRAMING ROOF TYPE 01 REF 01/A3.4.5
3
CLEAT, FASTEN 6" O.C. MAX TO BLOCKING
5/8" BASE PLATE, TP. 6" COLD FORMED MTL FRAMING 1'-0" MIN.
H
1'-4"
1' - 6"
SEALANT, TYP.
BLOCKING, TYP.
BLOCKING ROOF TYPE 01 REF 01/A3.4.5 SMOOTH INSULATED MTL PANEL
ROOF 6" = 1'-
SEALANT, TYP.
MBRANE WITH EXPANSION
OPE
1
1'-4"
GALVANIZED 18" TIE BACK ROOF ANCHOR BOLTAROUND BEAM TO MEET WITH STANDARD LOAD TESTING COORDINATE LOCATION WITH STRUCTURAL ENGINEER
MIN
3"
REF STRUCTURAL
EXISTING ROOF LEVEL 132' - 0"
RETARDANT D PLYWOOD DHERED G LOCKING NE
ROOF PARAPET DETAIL 3" = 1'-0"
1/ 2"
EJ DETAIL STAINLESS STEEL 7 ROOF 3" = 1'-0" FLASHING CONE
BLOCKING SMOOTH INSULATED MTL PANEL INSULATION AND TPO RETAINER, T.O.S. ROOF FASTENED TO TOP OF FRAMING 166' - 0" INSULATION TPO GALVANIZED 18"AND TIE BACK ROOF TYPE 01TO REF 01/A3.4.5 RETAINER, ROOF ANCHORFASTENED BOLTTOP OF FRAMING AROUND BEAM TO MEET WITH STANDARD 6" MTLLOAD STUD FRAMING TESTING COORDINATE LOCATION WITH 6" BATT INSULATION STRUCTURAL ENGINEER
REF STRUCTURAL
STL MTL DECK AND BEAM ROOF EJ DETAIL CONTINUOUS EDGE REF DWGS 7 STRUCTURAL 3" = 1'-0" SEALANT
ROOF TYPE 01 REF 01/A3.4.5
SHED MTL CAP NTER G RECEIVER CH METAL
4
5
ROOF TYPE 01 REF 01/A3.4.5 EXISTING ROOF AT SIM CONDITION ROOF TYPE 01 REF 01/A3.4.5 STL MTL DECK AND EXISTING ROOF ATBEAM SIM REF STRUCTURAL DWGS CONDITION
LATE
NUFACTURED ON JOINT
ROOF DETAIL 3" = 1'-0"
4"
CONT SEALANT AROUND OPENING
HOT AIR WELD DETAIL ROOF PENETRATION 3" = 1'-0"
1/ 2"
6
2"
TYPICAL ROOF MEMBRANE SPLICE PER MANUFACTURER RECOMMENDATIONS TO MAINTAIN EXISTING ROOF WARRANTY
HOT AIR WELD, TYP.
G HING
MIN
5
5
ED L
1'-0" TYP
EXISTING ROOF SYSTEM TO REMAIN
EXTEND ROOFING MEMBRANE FLASHING AND STRAP TO TIEBACK FASTENER AND PLATE
GE
BLOCKING
3"
51.B
5/8" BASE PLATE, TP. 6" COLD FORMED 5/8" STEEL BOLTS MTLAND FRAMING PEEL STICK WATER PROOF STRUCTURAL BEAM MEMBRANE 5/8" STEEL BOLTS REF STRUCTURAL PEEL AND STICK 1/2" SHEATHING DWGS WATER PROOF STRUCTURAL BEAM MEMBRANE REF STRUCTURAL 1/2" SHEATHING DWGS
DETAIL 5 ROOF TPO MEMBRANE WITH 3" = 1'-0" SAG AT EXPANSION GAP TPO MEMBRANE WITH SAG AT EXPANSION CONTINUOUS SEALANT PRE-MANUFACTURED GAP T.O.S. ELEVATOR EXPANSION JOINT 164' - 9" COVER PRE-MANUFACTURED T.O.S. ELEVATOR PRE-FINISHED MTL CAP EXPANSION JOINT DRAW BAND 164' - 9" BLOCKING W/COVER COUNTER 1/4" SLOPE MIN. 1/4" SLOPE MIN. F 1/4" SLOPE NEW ADHERED EPDM BLOCKING FLASHING RECEIVER FLASHING MEMBRANE 3/4" FIRE RATED TO MATCH METAL PRE-FINISHED MTL CAP 3/4" FIRE RATED PLYWOOD PANEL W/FIRE COUNTER BLOCKING 3/4" RETARDANT PLYWOOD 1/4" SLOPE MIN. 1/4" SLOPE BLOCKING WATERPROOF MEMBRANE FLASHING RECEIVER WATERPROOF MEMBRANE TREATED 1'-0" TYP PLYWOOD FLEXIBLE FLASHING TO MATCH METAL FLEXIBLE FLASHING FULLY ADHERED BLOCKING 3/4" FIRE RATED TERMINATION BAR PANEL 1/4" SLOPE MIN. 3/4" MINFIRE RETARDANT PLYWOOD FLASHING CONT. METAL CLEAT WATERPROOF MEMBRANE TREATED PLYWOOD MEMBRANE 3/4" FIRE RATED CONT. METAL CLEAT PRE-FINISHED FLEXIBLE FLASHING FULLY ADHERED PLYWOOD PARAPET CAP W/ 1"FLASHING RIGID INSULATION CONT. BEAD OF SEALANT FLASHING RECEIVER WATERPROOF MEMBRANE HOT AIR WELD MEMBRANE CONT. METAL CLEAT TO MATCH METAL FLEXIBLE FLASHING COORDINATE INLET PANEL 1" RIGID INSULATION SLOPE 3/4" FIRE RETARDANT CONT BEAD OF ELEVATION OF CONT. METAL CLEAT HOT AIR WELD TREATED PLYWOOD SEALANT OVERFLOW SCUPPER 2" ABOVE 1" RIGID INSULATION SLOPE CONT BEAD OF INLET DURATION CONT. BEAD OF SEALANT SCUPPER - PVC CLAD SEALANT OF PRIMARY DRAIN FULLY ADHERED FLASHING COORDINATE INLET SMOOTH INSULATED MTL MEMBRANE WRAPPED OVER ELEVATION OF PANEL NAILER TO OUTSIDE FACE OVERFLOW HOT AIR WELD SCUPPER 2" ABOVE CONT SEALANT SMOOTH INSULATED MTL HOT AIR WELD INLET DURATION AROUND OPENING PANEL SLOPE OF PRIMARY DRAIN
MIN
A 3.4.5 ROOF DETAILS A 3.4.5 ROOF DETAILS
4/12/2019 2:43:21 PM 4/12/2019 2:43:21 PM
RATION DETAIL
8" MIN.
FACTURED EXPANSION ROOF ER O REMAIN O BE MOUNTED TICAL BELLOW SPLICE PER OOF MEMBRANE URER RECOMMENDATIONS TO EXISTING ROOF WARRANTY
1'-4 1/2"
DELTA SKY CLUB, CONCOURSE B
A 3.4.5 ROOF DETAILS
4/12/2019 2:43:21 PM
8" MIN.
TERMINATION BAR 3 5/8" STUD MTL FRAMING TERMINATION SLOPEBAR 3 5/8" STUD MTL FRAMING SLOPE
OR FRAMMING CLIPS MTL PANEL
ROOF DETAIL 3" = 1'-0"
T.O.S. ROOF 166' - 0"
5/8" BASE PLATE, TP. 6"STEEL FRAMING REF COLD FORMED BLOCKING, TYP. STRUCTURAL MTL FRAMING DGWS
1'-0" MIN.
EXISTING ROOF SYSTEM TO REMAIN
ROOF EJ DETAIL 3" = 1'-0"
WOOD BLOCKING STEEL FRAMING REF FASTEN 12" O.C. MAX STRUCTURAL DGWS
BLOCKING, TYP.
INSULATION AND TPO 1'-0" MIN. RETAINER, FASTENED TO TOP OF FRAMING
EXISTING ROOF SYSTEM TO REMAIN REF STRUCTURAL
OVERFLO 3" = 1'-0"
SMOOTH INSULATED WOOD BLOCKING MTL PANEL FASTEN 12" O.C. MAX
6" COLD FORMED MTL FRAMING
EXTEND UNREINFORCED MEMBRANE LIP OF WELDED TO STLTO COLUMN COUNTERBASE FLASHING PLATE, SECURED EXTENDTO UNREINFORCED EXISTING MTL DECK MEMBRANE TO LIP OF COUNTER FLASHING CONTINUOUS SEALANT EXISTING ROOF SYSTEM TO " SLOPE 1/4 BE REMOVED AND REPAIRED 2'-0' MIN OR AS CONT BEAD OF REQUIRED TO 1/4" SLOPE SEALANTACCOMMODATE NEW STLBAND DRAW STAIR/RAMP SUPPORT NEW ADHERED EPDM CONT BEAD OF FLASHING MEMBRANE SEALANT
ROOF SYSTEM TO ED AND 2'-0' MIN OR AS TO DATE NEW STL P SUPPORT
SMOOTH INSULATED MTL PANEL
ROOF TYPE 01 REF 01/A3.4.5
102
3
SLOPE INSULATED SMOOTH CON. BEAD OF SEALANT MTL PANEL
EXISTING ROOF LEVEL 132' - 0"
102
8
CONT BEAD OF SEALANT
EXISTING ROOF LEVEL 132' - 0"
HOT AIR WELD
STL MTL DECK AND BEAM REF STRUCTURAL DWGS ROOF DETAIL 3" = 1'-0" 7
ROOF TYPE 01 REF 01/A3.4.5
OVERFLOW 3" = 1'-0"
3
TERMINATION BAR CLEAT, FASTEN 6" O.C. MAX TO 3/4" FIRE RETARDANT BLOCKING TREATED PLYWOOD CLEAT, FASTEN 1" RIGID 6" O.C. MAXINSULATION TO ROOFING BLOCKING MEMBRANE FULLY ADHERED FLASHING MEMBRANE ROOFING CON. BEAD SEALANT HOT AIROF WELD MEMBRANE
ROOF TYPE 01 REF 01/A3.4.5
HOT AIR WELD, CONT. METAL CLEAT TYP.
SLOPE
EXISTING STRUCTURE ROOF TYPE 01 REF 01/A3.4.5 EXISTING ROOF AT SIM CONDITION EXISTING STRUCTURE
8
1/4" SLOPE MIN.
1" RIGID INSULATION HOT AIR WELD
TYPICAL ROOFFLASHING MEMBRANE MEMBRANE SPLICE PER MANUFACTURER WITH ADHESIVE BACKING RECOMMENDATIONS TO MAINTAIN ROOF TYPICAL EXISTING ROOF MEMBRANE WARRANTY SPLICE PER MANUFACTURER RECOMMENDATIONS TO HOT AIR MAINTAIN EXISTING ROOF WELD WARRANTY
3/4" FIRE RATED EXISTING ROOF SYSTEM PLYWOOD TO BE REMOVED AND REPAIRED AS 2'-0" MIN OR AS REQUIRED TO EXISTING ROOF SYSTEM ACCOMMODATE NEW TO BE REMOVED AND WALL STRUCTURE REPAIRED AS 2'-0" MIN OR AS REQUIRED TO ACCOMMODATE NEW WALL STRUCTURE
EXTEND ROOFING STAINLESS STEEL MEMBRANE FLASHING FLASHING CONE AND STRAP TO BLOCKING TIEBACK EXTEND ROOFING FASTENER AND PLATE 3/4" FIRE RATED MEMBRANE FLASHING PLYWOOD AND STRAP TO HOT AIR WELD, WATERPROOF MEMBRANE TIEBACK TYP. FASTENER AND PLATE FLEXIBLE FLASHING
6" BATT INSULATION
PROJECT TITLE
8" MIN.
METAL FLASHING, PRE- TURNED TREATED PLYWOOD 2 PIECE MTL FLASHING FINISHED TO MATCH UP 4" BEHIND WALLPANEL FINISH FULLY ADHERED FLASHING MEMBRANE FLASHING METAL FLASHING, PREMEMBRANE WITH ADHESIVE BACKING FINISHED TO MATCH PANEL
PLYWOOD RIGID INSULATION
MN WELDED TO E, SECURED G MTL DECK
T
PRE-FINISHED MTL CAP W/ COUNTER FLASHING RECEIVER TO MATCH METAL PANEL 3/4" FIRE RETARDANT
1/4" SLOPE MTL INSULATED 2 SMOOTH PIECE MTL FLASHING TURNED PANEL UP 4" BEHIND WALL FINISH
1/4" SLOPE
T.O.S. ELEVATOR CONTINUOUS EDGE STAINLESS STEEL 164' - 9" SEALANTCONE FLASHING
1/ 2"
SMOOTH INSULATED MTL PANEL
6" COLD FORM MTL FRAMING WEEP SEALANT AND BACKER ROD CONT BEAD OF SEALANT WEEP SEALANT AND BACKER ROD TERMINATION BAR AND SEALANT BEHIND TERMINATION BAR 5/8" STUD MTL TERMINATION BAR3AND RIGID INSULATION SEALANT BEHIND FRAMING SLOPE 3/4" FIRE RATED
PRE-MANUFACTURED EXPANSION JOINT 51.B COVER
1" GAP FOR FRAMMING CLIPS
6" BATT INSULATION 6" MTL STUD FRAMING
H
BY
51.A
CONT SEALANT BLOCKING AROUNDINSULATED OPENING MTL SMOOTH PANEL BLOCKING T.O.S. ROOF SMOOTH INSULATED MT 166' - 0" PANEL ROOF TYPE 01 REF 01/A3. T.O.S. ROOF 166' - 0" 6"ROOF MTL STUD TYPEFRAMING 01 REF 01/A
GALVANIZED 18" TIE BACK ROOF ANCHOR BOLTAROUND BEAM TO MEET WITH STANDARD GALVANIZED 18"LOAD TIE BACK TESTING COORDINATE ROOF ANCHOR BOLTLOCATION AROUND WITH BEAM TO MEET STRUCTURAL ENGINEER WITH STANDARD LOAD TESTINGTYP. COORDINATE SEALANT, PRE-FINISHED PARAPET LOCATION WITH CAP W/ COUNTER STRUCTURAL ENGINEER FLASHING RECEIVER TO SEALANT, TYP. MATCH METAL PANEL
CONTINUOUS EDGE SEALANT
51.B
1/2" SHEATHING
CONT SEALANT AROUND OPENING
5
1" GAP FOR FRAMMING CLIPS
EXTEND UNREINFORCED MEMBRANE TO LIP OF COUNTER FLASHING
6" COLD FORM MTL FRAMING
TPO MEMBRANE WITH SAG AT EXPANSION GAP
51.A
ROOF/PLAN DETAIL 3" = 1'-0"
9
PEEL AND STICK WATER PROOF MEMBRANE
ROOF PENETRATION DETAIL 3" = 1'-0" DETAIL 5 ROOF 3" = 1'-0"
PROJECT NO.
9
6
3"
DETAIL 8 ROOF 3" = 1'-0" ROOF/PLAN DETAIL 3" = 1'-0"
6
MIN
102
3"
7 A 3.4.5
STRUCTURAL BEAM REF STRUCTURAL DWGS
HOT AIR WELD
MIN
SIM
5/8" STEEL BOLTS
HOT AIR WELD
1'-4"
A 3.4.5
TYPICAL ROOF MEMBRANE SPLICE PER EXISTING ROOF MANUFACTURER RECOMMENDATIONS TO SYSTEM TO REMAIN MAINTAIN EXISTING ROOF WARRANTY TYPICAL ROOF MEMBRANE SPLICE PER MANUFACTURER RECOMMENDATIONS TO MAINTAIN EXISTING ROOF WARRANTY ROOF PENETRATION DETAIL 3" = 1'-0"
1/ 2"
INSULATED MTL PANEL 1" SPACE FOR FRAMMING CLIPS PRE-MANUFACTURED EXPANSION JOINT COVERMTL PANEL INSULATED SF SEAL TO BE MOUNTED PRE-MANUFACTURED EXPANSION INSIDE VERTICAL BELLOW 1'-0" MIN. JOINT COVER EXISTING ROOF SF TO SEAL TO BE MOUNTED SYSTEM REMAIN INSIDE VERTICAL BELLOW
5
1" SPACE FOR FRAMMING CLIPS SIM EXISTING STRUCTURE 7
2 BAR TERMINATION 3" = 1'-0"
PRE-FINISHED PARAPET CAP W/ COUNTER FLASHING RECEIVER TO MATCH METAL PANEL TERMINATION BAR 3/4" FIRE RETARDANT TREATED PLYWOOD 1" RIGID INSULATION FULLY ADHERED FLASHING MEMBRANE
C O
3/4" FIRE RETARDANT TREATED PLYWOOD 1" RIGID INSULATION FULLY ADHERED FLASHING MEMBRANE
Delta Sky Club at Atlanta International Airport HOT AIR WELD
SLOPE
THERMOPLASTIC ROOFING MEMBRANE MEMBRANE
THERMOPLASTIC ROOFING MEMBRANE MEMBRANE ADHESIVE 1/2" MIN POLYISO RIGID INSULATION
C O R G A 1/2" PROTECTION BOARD N
CORGAN ASSOCIATES 401 N. HOUSTON STREET, DALLAS TX 75202
CORG 401 N. HOUSTON T: (
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Cities can easily be understood as a collection of buildings and streets that facilitate the many activities of humanity. However these entities are much more than brick, mortar, and asphalt - they are in themselves living organisms each with their own pulse and unique personality. It is impossible to scientifically measure the mood or character of the city, but the instant we step out onto the sidewalk we can see and feel it. Just like us, a city’s mood is subject to change and is influenced by a myriad of factors. The presence of light and perhaps more importantly, its absence, possibly has the greatest influence on the city’s mood. Light exposes the rich tapestry of materials that make up the city’s composition, and can give stone and steel alike a quality of effervescence that insights a sense of warmth and positivity, but the shadow that shrouds and conceals in reaction to light is what gives a sense of depth that allows us to understand the fact that the city’s mood is subject to change, and as darkness engulfs the
city at night the sense of foreboding and uncertainty can overtake the city’s mood. In reaction to this sense, the city activates a system of countermeasures that illuminate both street and sky which rivals the intensity of the sun up close, but mirrors the gentle canvas of a starry night sky at a distance. This artificial lightscape adds additional layers to the city’s personality and can instigate feelings of exhilaration, such as in a tight space overflowing with the light cast from surrounding buildings, or a sense of tranquility, like when viewing the twinkling lights of skyscrapers across a river. This body of photographic work seeks to document the many moods of the city, but since cities are themselves vast and complex creatures that may not be able to be completely documented by any one individual, these investigations focus on three particular typologies that are integral threads of an urban fabric and which serve as mediums through which the mood of the city is conveyed: Monument, Infrastructure, and Landscape
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Travis Tabak
415 W 118th st. Apt. 73 New York, NY 10027 (817) 932-4003 travis.tabak@gmail.com issuu.com/travistabak Work Experience Columbia GSAPP: M.Arch Core I Studio August 2018 - December 2018 Teaching Assistant Assisted professor Lindy Roy with the instruction of M.Arch students in a first semester design studio. Taught students various physical modeling and digital drafting skills. Assisted with the establishment of design narratives and the implementation of ideas. Columbia GSAPP: Fabrication Laboratory May 2017 - August 2018 Lab Assistant/Shop Monitor Taught students how to use various tools such as CNC mills, table saws, band saws, vacuum formers, etc. Assisted students with the implementation of various scale models. Crafted furniture for GSAPP faculty use. Constructed models for various events such as the Never Built New York Exhibit hosted by Queens Museum and the 2017 Chicago Architecture Biennial.
Education Columbia University 2016 - 2019 Degree earned: Master of Architecture University of Texas at Arlington 2009 - 2014 Degree earned: Bachelor of Science in Architecture Magna Cum Laude Extracurricular Activities ·· American Institute of Architecture Students Fall 2011 – 2016 ·· National Society of Collegiate Scholars Spring 2009 – Present ·· UT-Arlington Saxophone Ensemble
Columbia GSAPP: XTR Lab May 2017 - August 2017 Design Researcher Assisted with the research, design development and construction of an events pavilion implemented for the 2017 Burning Man festival. Researched building materials, methods of construction, and created a construction document set for student use during on-site construction. Corgan Architects May 2014 - August 2016 Architectural Intern Assisted in the design development and construction administration of various projects at Hartsfield-Jackson Int., Seattle-Tacoma Int., Dallas-Fort Worth Int., Tampa Int. and Curaçao Int. airports. Created schematic design drawings and parti models, modeled various building systems in Revit, researched building materials, collaborated with consultants, and analyzed site data. Communicated with contractors, consultants and clients, answered RFIs and created submittals, designed various mill-work details, updated and created construction documents and specifications. UT-Arlington: University College Programs June 2011 – May 2014 Peer Academic Leader of Architecture Taught a Freshmen Interest Group of Architecture. Co-designed a syllabus which sought to teach students essential college skills as well as give them a basic understanding of architecture as an academic discipline and profession. Created out of class activities and events to further benefit students such as study sessions, peer reviews and tours of local architecture firms.
Spring 2009 - 2011 ·· Habitat for Humanity
Summers of 2009 - 2015 ·· Jazz for Kids Fall 2008 - 2009 ·· Dallas/Fort Worth Regional Jazz Ensemble Fall 2006 - 2009 Accomplishments and Honors ·· Twelve projects selected for display at select UTA SoA exhibitions from Fall 2010 - 2015 ·· 2014 Alpha Rho Chi Bronze Medal Recipient ·· UT-Arlington Academic Achievement Scholarship ·· Dean’s List ·· Three projects selected for GSAPP’s 2016 Abstract ·· Works exhibited at the 2017 Chicago Architecture Biennale
Computer Skills ·· AutoCAD
·· Vray
·· Revit
·· Photoshop
·· Rhinoceros
·· Indesign
·· Sketchup
·· Illustrator
·· Grasshopper
·· Microsoft Office Suite