Center of Excellence for Cange, Haiti Part 1

INTRODUCTION This book contains design proposals for a new, multifaceted Center of Excellence (COE) facility in Cange, Haiti. The COE will support the ongoing work of the Clemson Engineer’s for Developing Countries (CEDC), a student service-learning organization focused on sustainable infrastructure solutions throughout the central plateau of Haiti, and beyond.

The COE proposals presented here were the products of the 2019 Graduate Comprehensive Design Studio in the School of Architecture at Clemson University. The studio was carefully orchestrated around a cross-disciplinary collaboration with the students and faculty of CEDC, who provided invaluable, personal insight throughout the design process.

In addition to the COE proposals themselves, you will also find the foundational Request For Proposals document, prepared in the Fall of 2018, in advance of the studio course. This RFP provided background information concerning Cange and CEDC’s work there, and also reports the outcomes of a multi-stage charrette process which was designed to elicit CEDC’s overarching aspirations for the new facility and grounds, as well as the core programmatic and operational needs.

This project was supported by Clemson’s Community Research + Design Center (CR+DC) and its 2018-19 graduate assistant, Henry Lee. Our partner, the CEDC, is supported by the Episcopal Diocese of Upper South Carolina (EDUSC); Clemson Creative Inquiry; the College of Engineering, Computing and Applied Sciences; Fluor; AMECO; Eastman Chemical; and Clemson University Student Government.

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CONTENTS

CHAPTER 1

Pre-Studio Request for Proposals Document ............................... 5 - 62

CHAPTER 2

Collaborative Studio Setting & Structure ..................................... 63 - 68

CHAPTER 3

Center of Excellence Design Proposals ...................................... 69 - 238

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CEDC + CRDC The ​Center of Excellence​ for Cange, Haiti a Request For Design Proposals

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Piti, piti, zwazo f​è​ nich li.

Little by little the bird builds its nest.

-Haitian proverb-

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This ​Request for Proposals​ ​(RFP)​ document was prepared jointly by students and faculty of the Clemson Engineers for Developing Countries (CEDC) and Clemson’s Community Research + Design Center (CR+DC). The RFP is Center of Excellence RFP 2019 Comprehensive CEDC + CRDC intended to serve as a foundation for the work of the Design Studio within the Master of Architecture (M.Arch) program in Clemson’s School of Architecture, which will be engaged in the design of an This ​Request for Proposals​ ​(RFP)​ document was prepared by students important new facility in Cange, Haiti.

This proposed Center ofjointly Excellence will and faculty of the community Clemson Engineers for Developing (CEDC) support the ongoing and infrastructure workCountries of CEDC and its and Clemson’s Community ResearchHaiti’s + Design Center (CR+DC). The RFP is partners in Cange and throughout central plateau. intended to serve as a foundation for the work of the 2019 Comprehensive

Design Studio within the Master of Architecture (M.Arch) program in

Clemson’s School of Architecture, which will be engaged in the design of an Contents important new facility in Cange, Haiti. This proposed Center of Excellence will

support the ongoing community and infrastructure work of CEDC and its INTRODUCTIONS partners in Cange and throughout Haiti’s central plateau.

CEDC 8-10

Haiti 11-12 Cange 12-14 Contents Center of Excellence 14-16

INTRODUCTIONS STATEMENT OF PURPOSE 17-19 CEDC 8-10

11-12 EXISTINGHaiti CONDITIONS Cange 12-14 Physical Context 20-36 Center of Excellence 14-16 Building Practices 37-42

STATEMENT OF PURPOSE 17-19 CHARRETTE PROCESS 43-49

EXISTING OUTCOMES CONDITIONS CHARRETTE Physical Context 20-36 Values and Aspirations 50-51 Building Practices 37-42 Base Program and Parameters 52-54

CHARRETTE PROCESS 43-49 CONCLUSION 55-56

CHARRETTE OUTCOMES APPENDIX 1: CEDC Projects in Haiti 57-59 Values and Aspirations 50-51

Base Program and Team Parameters 52-54 APPENDIX 2: Haitian Water Members 60-61

CONCLUSION 55-56

APPENDIX 1: CEDC Projects in Haiti 57-59

APPENDIX 2: Haitian Water Team Members 60-61

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Introductions

INTRODUCTION TO CEDC

The mission of the Clemson Engineers for Developing Countries1 (CEDC) is to work with local communities in the Central Plateau of Haiti to develop sustainable solutions that improve the quality of life through interdisciplinary student-led initiatives that embody our core values in partnership with Clemson University, non-profit organizations, and industry.

Summer / Fall 2018 CEDC Interns, shown with Haitian Water Team2

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​CEDC website: https://cecas.clemson.edu/cedc/ ​https://ashleycmartin.wixsite.com/mbmhaiti/blog

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The core values of CEDC include:

Accountability CEDC recognizes and accepts responsibility for its actions and their outcomes while honoring obligations, expectations, and standards of ethical conduct.

Commitment CEDC acknowledges its generation’s responsibility as global leaders to holistically apply interdisciplinary solutions towards social, environmental, and economic issues to enhance future lives.

Service CEDC carries out moral obligations to improve the safety, health, and well-being of the human race, effectively advancing the standard of living in developing countries.

CEDC was founded by Clemson alumnus Jeff Plumblee when he was first introduced to the Episcopal Diocese of Upper South Carolina (EDUSC) and its work on a clean water system in Haiti. In March 2009, CEDC began as a student organization and started to create connections in Haiti. David Vaughn, an industry partner with Fluor, heard news about the water system and met with CEDC, which led to him joining the organization as they traveled to Haiti the following summer. While working on the water system (which is described in detail later in this document), Tim Wilson of the EDUSC learned of David’s many years of related professional experience and subsequently appointed him project manager.

Back in Clemson, CEDC operated as a course during its first year. It was later reconfigured in the structure of a corporate organization, featuring student project teams with student project managers, etc. (see below for organizational structure). However, accomplishing certain tasks and obtaining materials proved difficult without someone on the ground physically working on the project. In order to provide better services and connections in the community, CEDC decided to create an internship position for Clemson students wherein they would serve in Cange, Haiti to facilitate research and projects.3 In May 2011, Keelan Greenwade became the 3 https://www.youtube.com/watch?v=OVTN-qt1fGw&index=4&list=PLw5c4meVIrO- OR_AavWZTYOFdb2-6Fyd2&t=0s

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first intern, followed by successive interns in growing numbers. The intern program still exists and is a vital component for implementing, testing, and managing projects in Haiti and sharing discoveries with CEDC students back in Clemson in order to work together toward working solutions.

Since the beginning, CEDC students have come together from a multitude of majors and backgrounds, unified in the common goal of develop sustainable solutions that improve the quality of life for local communities in the Central Plateau of Haiti. Today, CEDC, operating through an ongoing Creative Inquiry course, brings together over 80 undergraduate students from 20 to 30 different majors in any given semester. The first project that CEDC took on was the municipal water system. While CEDC’s first major project in Haiti was the municipal water system in Cange, it has evolved to include additional project ranging from waste-treating biodigesters, to hydroelectric power to an array of educational programs, just to name a few.

CEDC’s organizational structure was modeled on that of a business with a distinct hierarchy necessary for efficiently managing its ongoing projects, for continuity and knowledge transfer, and for sustaining organizational growth.

Students are organized into either administrative teams (Current Operations, Marketing, Technical Solutions, Finance, Internal Communications, Program Advancement, Assistant Program Directors, and Project Management), project-based teams, or education-oriented teams. The organizational hierarchy (diagrammed below) is intentionally structured so that no member is managing more than 4-6 people. Therefore, new members are each able to play a vital role and create connections with other members at a personal level, but groups are large enough to delegate tasks and set realistic goals for a project.

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INTRODUCTION TO HAITI

Haiti is the third largest nation in the Caribbean Sea, occupying the western half of the island of Hispaniola, it shares a border with the Dominican Republic. Haiti has a mountainous terrain. Its tropical climate consists of a rainy season and a dry season, with average temperatures ranging from 73 to 90 degrees Fahrenheit and 54 inches of average annual rainfall in the capital of Port-au-Prince.4 Due to Haiti’s location between the Atlantic Ocean and Caribbean Sea, it is affected by frequent hurricanes in the area. The effects of these natural disasters are exacerbated by poor building standards and deforestation in the country, leading to flooding, landslides, and the collapse of buildings.

The nation has an estimated population just under 11 million, with the most populous city being its capital, Port-au-Prince.5 Agriculture is the most common method of economic participation, with about 40% of the population practicing subsistence farming. Haiti’s Gross Domestic Product is estimated at $8.4 Billion, and Its main trading partner is the United States, exporting mainly coffee, sugar, cocoa, tropical fruits and essential oils . Haiti is generally considered to be the poorest country in the Western hemisphere, as approximately 59% of the population lives below the poverty line of US$2.41 per day, and more than 24 percent fall below the national extreme poverty line (US$1.23 per day).6 Haiti’s minimum wage varies across employment sectors, however a standard daily minimum wage among the employed is 225 Gourdes (about $5.71). The economic gap between the rich and the poor in Haiti is profound, and a middle class is lacking.

Haiti was first colonized by the Spanish in 1492, and later by the French.

Before its war for independence from France, which lasted from 1791-1804, Haiti was one of the richest colonies in the world, although the vast majority of that wealth was controlled by a few wealthy plantation owners. Sugarcane was the predominant cash crop during this colonial period. Haitian independence came at a high cost in terms of human life, damage to Haiti’s infrastructure, political instability, and a lack of economic recognition from other nations, including the United States. Moreover, France required https://blogs.ei.columbia.edu/2010/02/10/climate-risks-and-haiti/ https://www.cia.gov/library/publications/the-world-factbook/geos/ha.html 6 ​https://www.worldbank.org/en/country/haiti/overview 4 5

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reparations payments for slaves freed and land won during the Haitian revolution. This was not an uncommon practice following emancipation. In the wake of these events, Haiti’s economy crumbled. Haiti’s poverty remains a complicated issue, but these factors have been instrumental in preventing the country from becoming economically prosperous.

Because of the endemic poverty in Haiti, there is a lack of available funding with which to support basic infrastructure including waste management and clean water, among others. This directly contributes to widespread public health crises, including cholera. Haiti’s education system lacks funds, qualified teachers, and sometimes adequate facilities, which causes the literacy rate to be extremely low at 60%. This rate is even lower in rural areas.

Additionally many of the buildings throughout Haiti are unstable and insufficiently reinforced. In fact, there is no national building code in Haiti.7 These factors combined to contribute to the magnitude of destruction that followed the devastating 2010 earthquake and subsequent aftershocks and landslides. Notably, there does exist a government organization called MTPTC (Ministry of Public Works, Transport and Communications) which has been trying to enforce international building codes in the country since the 2010 earthquake. However, few people adhere to these codes, and the MTPTC has few resources with which to enforce them.

Before the January 2010 earthquake, Haiti was host to an estimated 10,000+ non-governmental organizations (NGOs).8 There was a subsequent influx following the earthquake, and the number has continued to increase over the years, making Haiti the NGO capital of the world.9 Haiti receives billions of dollars in international aid due to persistent natural disasters and its own ineffective governmental disaster relief organizations. The impacts of this funding and the many NGOs has been mixed at best.

INTRODUCTION TO CANGE, HAITI AND CEDC’s PRESENCE THERE

Cange is a town in the central plateau of Haiti (Mirebalais Arrondissement). It is in the province of Boucan-Carré. Lying at an elevation of 199 m, Cange is home to the notable Bon Sauveur hospital complex operated by Zanmi ​https://csengineermag.com/article/structural-design-challenges-in-haiti/ ​https://nacla.org/news/ngos-and-business-poverty-haiti 9 https://www.thenation.com/article/ngo-republic-haiti/ 7 8

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Lasante (ZL), a Haitian sister to the global Partners in Health organization.10 Cange is located along National Route 3 and on the edge of Lake Péligre, which was formed when the U.S. government built the Péligre hydroelectric dam in the Artibonite river valley in 1956.11

Cange has a reported population of about 30,000 within a 7 km radius. From data collected by CEDC, however, a better estimate is 3,400 people living within Cange, with an additional 5,000-10,000 people traveling from outside of the town to use the water system. In addition to the Zanmi Lasante (ZL) compound, it is home to two defined residential villages, one across route #3 from ZL and one operated by the local Baptist church. Other informal settlement is strung along Route 3, including the Cange market. There are three schools, including the Ecole Bon Sauveur on the ZL compound. Like most schools in Haiti, these schools are private. They host the younger grades in the mornings and the upper grades in the afternoons. CEDC director David Vaughn cites an average annual household income of around US$700 in Haiti, and he estimates the household income in Cange to be about half of that.

Residences and Informal Market Along Route #3 10 11

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​https://www.pih.org/country/haiti https://www.britannica.com/place/Artibonite-River#ref940955

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Since its inception as an organization, CEDC has been at work in Cange. The most notable project to date was the construction and operation of a sustainable freshwater infrastructure, which provides clean water to some 20,000 people in the area through nine public fountains positioned throughout the town. This system replaced an earlier, untreated system built

by EDUSC between 1983 and 1985. Currently, the water is pumped, filtered, sterilized, and chlorinated, all without electrical power. The first of its kind, this remains the only water system in Haiti that meets the purification standards of the World Health Organization (WHO). Among other measures, the success of the water system is seen in the precipitous decline in cholera throughout Cange and its immediate surroundings.

Other notable CEDC work in Cange includes latrines for both the Bon Sauveur school and ZL external clinic, and the related biodigester and wetlands project, which was completed in 2013. This project provided sanitary restrooms and innovative biowaste management solutions. This and other CEDC work in Cange and beyond is outlined in greater detail in Appendix 1 of this RFP document.

INTRODUCTION TO PROPOSED CENTER OF EXCELLENCE IN CANGE

The term ​Center of Excellence (COE)​ is not easy to define. According to wikipedia:

“A center of excellence (COE) is a team, a shared facility or an entity that provides leadership,​ ​best practices​, research, support and/or training for a focus area. Due to its broad usage and vague legal precedent, a "center of excellence" in one context may have completely different characteristics from another.”12

The COE project team within CEDC has set the following vision for its proposed COE in Cange: “Our mission is to establish a living-learning Center of Excellence in the Central Plateau of Haiti to be a base through which CEDC can continue its work and a model that addresses global challenges and sustainable development goals.” Additionally, a 2018 COE literature review report states: “The goal of this project is to provide education for sustainable water, hygiene, and agricultural practices while also proving the concept of a self-sustaining and fully functional entity in a developing country that is

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​https://en.wikipedia.org/wiki/Center_of_excellence (accessed 12/21/18)

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capable of serving local communities.”

The COE is intended to support current and future projects from CEDC, while at the same time giving the local population both the tools and knowledge to begin taking over and disseminating this work. This latter goal is already embodied by the Haitian “water team” in Cange (described later in Appendix 2), and the proposed COE would operate as a community development hub enabling this and other related work. It would be a center of knowledge, putting best practices and research on display for neighboring communities to come, learn from, and trade ideas.

The idea for this center was planted when visitors from the World Health Organization, impressed by the success and impact of the clean water system, commented that CEDC and Clemson should consider establishing a Center of Excellence in Cange.

The structure and ownership of the proposed COE are evolving subjects. The COE will be located on the Zanmi Lasante compound and CEDC director, David Vaughn, projects that ZL will most likely own the facility. In the short-term, it will house and be staffed by CEDC interns. Longer-term staffing is a future goal, and a facility manager is envisioned. Additionally, the COE could play host to masters and PhD student researchers.

From a facilities standpoint, the COE is imagined to be a leading Haitian example of sustainable design and resiliency, demonstrating what David Vaughn refers to as “the art of the possible.” The 2018 COE literature review report states:

“The Center of Excellence is expected to be a self-sufficient entity working as a system in and of itself. This means incorporating clean energy techniques along with building codes and standards and redundancy to assure the center will not stop operations. Designing and implementing such a system in a resource-constrained environment like Cange, Haiti will prove difficult.”

Funding for the proposed COE and its operations would likely come from a variety of sources. Ideally, a substantial portion would come from international non-profits such as the United Nations, the World Health Organization, and Rotary International.

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Tou Kanj fountain overlooking Lake Péligre - atop trail to Ba Cange dam

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Statement of Purpose In light of this background and CEDC’s ongoing work throughout the central plateau of Haiti, CEDC, in partnership with Clemson’s CR+DC, seeks compelling design solutions for a future Center of Excellence facility in Cange.

This Request For Proposals (RFP) is intended to serve as the foundational document undergirding the planning and design work to be completed by the Spring 2019 Graduate Comprehensive Studio in the Clemson School of Architecture. As such, the RFP operates at two fundamental and complementary levels.

First, this RFP provides key background information for the sake of context.

This ranges from physical context (geography, climate, existing infrastructure, etc.) to cultural context (material culture, normative building practices, etc.) to operational context (ongoing CEDC projects, network of partners, etc.).

Secondly, this RFP provides the programmatic framework for the proposed Center of Excellence. This framework stems from a series of concept-forming charrettes orchestrated to provide a picture of the goals and aspirations that CEDC identifies with the COE. The more specific and detailed elements of the COE program stem from parallel conversations with CEDC administrators and leaders as well as a Spring 2018 Literature Review prepared by the student COE project team.

To summarize, the scope of this RFP is strategically limited to identifying VALUES​ and associated programmatic guidelines for the COE. It remains up to the 2019 Comprehensive Studio to explore and propose fitting ​SOLUTIONS​.

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​Ba Cange dam

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Cange Market (photograph by Amanda Dara)

Cange Market

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Existing Conditions

PHYSICAL CONTEXT: TERRAIN AND CLIMATE

Cange, Haiti is located within the central plateau of Haiti in the Arrondissement of Mirebalais. Its coordinates are 18°56′0″N 71°59′30″W. Like the rest of Haiti, it falls within the Eastern Standard time zone (GMT-5).

Located above Lake Péligre, it has a reported elevation of around 200 meters (656 ft), though many areas are considerably higher. The terrain of Cange and its surroundings is mountainous. Most development to speak of is located along or just off of National Route 3. Outside of a few places within the Zanmi Lasante campus itself, Route 3 is the only paved road in Cange. The stretch of Route 3 extending from the northern outskirts of Port-au-Prince to the central plateau and beyond was first paved following the 2010 earthquake, enabling easier movement along this important artery. The project was funded and administered by the European Union. This has enabled easier movement along this important artery. A new road connecting Cange to neighbors to its east is currently under construction. Outside of these few roads, there are established footpaths forming connections within Cange and outward to the outlying rural areas.

The community of Cange was effectively pushed up and into its current setting (high elevation and mountainous terrain) following the construction of the Péligre Dam in the 1950s. This intervention, which brought hydroelectric power to the region, also flooded the fertile river valley and displaced long-standing and self-sustaining agriculture. Residents of Cange and its surroundings have since faced a much more challenging struggle for food and prosperity.

Another systemic challenge, shared throughout Haiti, is the persistence of infectious disease and environmental threats to human health. The public health crises of the 1980’s and 90’s, including widespread tuberculosis and aids cases, formed the backdrop for the formation of Zanmi Lasante and the global Partners in Health organization (PIH). This story is documented in Tracy Kidder’s well-known biography of Dr. Paul Farmer (​Mountains Beyond Mountains13). More current struggles revolve around sanitation and access to clean water. There is very limited organized waste collection and disposal in 13

​Kidder, Tracy. ​Mountains Beyond Mountains​. Random House, New York. 2003.

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Haiti, in particular in places like Cange. Trash and debris is burned or simply discarded, and rudimentary pit latrines for human waste are common. This combines to lead to contamination of downhill water sources and the chronic spread of cholera and other digestive illnesses. In response, clean water and waste management strategies have been at the center of CEDC’s work in the central plateau.

Despite its tropical latitude, Haiti’s landscape is largely devoid of the lush vegetation of its caribbean counterparts. According to a report from Nathan McClintock, “Soil erosion and deforestation are endemic in Haiti due to centuries of agricultural exploitation, first under the colonial plantation system - intensive monocropping of export commodities such as cotton, indigo, tobacco, sugarcane, and coffee - and later by the widespread harvest of timber for export markets and the expansion of peasant subsistence agriculture on marginal sloping land. A growing urban population and an increasing demand for charcoal and fuel wood have further stressed the environment.”14

Haiti has a tropical climate. Average temperatures in Cange tend to be in the mid-eighties during the summers and the low- to mid-seventies during the winter. The humidity is generally very high, over 70% year-round. Haiti has two rainy seasons, from April to July and from September to November.

During these times, average monthly rainfall can reach over 200 mm (7.87 inches), while in the dry season, average monthly rainfall can be as low as 20 mm (0.79 inches).15 Average wind speeds range from 6 to 10 km per hour.

These are very mild winds and are generally considered to be too low for wind power generation.16 Some annual climatic data is shown in Figures 1-4 in the following pages.

Haiti’s location between the Atlantic Ocean and Caribbean Sea, make it vulnerable to menacing tropical storms and hurricanes. There have been approximately 20 hurricanes/ tropical storms/ depressions in the last 20 years.

These cause erosion and floods across the country, partly due to the to the extensive deforestation. In 2016, Hurricane Matthew alone caused approximately $1.9 billion in damages. ​https://projects.ncsu.edu/project/cnrint/Agro/PDFfiles/HaitiCaseStudy041903.pdf https://www.worldweatheronline.com/cange-weather-history/centre/ht.aspx 16 h ​ ttp://windeis.anl.gov/guide/basics/ 14 15

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Additionally, the Enriquillo-Plantain Garden Fault runs through Haiti near Port-au-Prince. As a result, there are frequent earthquakes, and due to the mountainous topography and deforestation in the country, landslides commonly follow earthquakes. As a result of the devastating 7.3 magnitude earthquake in 2010, there were an estimated 23,567 landslides.

Cange village

View from Cange village rooftop

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Figure 1: Cange Minimum, Maximum, and Average Temperature

Figure 2: Cange Average Cloud Cover and Humidity

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Figure 3: Cange Average Rainfall and Rainy Days

Figure 4: Cange Average and Maximum Wind Speed and Gust

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PHYSICAL CONTEXT: SURROUNDING COMMUNITIES

The largest of Cange’s neighboring communities are Thomonde and Mirebalais. Thomonde is located about 17 kM to the Northeast of Cange along National Route 3, and Mirebalais is located about 20 km to the Southwest along Route 3. These two communities are two of the most developed in the region. Both have high population densities, as well as their own water systems, though neither is sufficient for the needs of the population. Both also feature public spaces for community gathering. Thomonde has a Zanmi Lasante clinic and is the only neighboring community located in the Hinche Arrondissement. Mirebalais is located in the Mirebalais Arrondissement and has numerous public schools as well as paved roads. The layout of Mirebalais’ is more akin to a gridded city, and it is home to the new Hospital University Mirebalais (another ZL hospital). Completed in 2014, this is one of the best and most state-of-the-art hospitals in the country.

Boucan-Carré is another community located in the Mirebalais Arrondissement. It is 16 km away from Cange and just of Route 3. The principal government building for the Arrondissement is located in Boucan-Carrê. This community has 8 schools and a Zanmi Lasante hospital.

It also boasts a recent and well-used public plaza space featured in the CEDC Public Spaces report. There is a public water system in the town, but it has been subject to breakdowns and its water is untreated. The mayor’s office reports that cholera is common as a result of poor water quality, and has asked CEDC to explore clean water systems for Boucan-Carré.

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Boucan-Carré public space (photograph by Madi Stiglich)

Morne Michel is about 8 km to the Southwest of Cange, and must be accessed by taking a boat across Lake Péligre because there are no roads leading to the community. Morne Michel depends on subsistence farming.

There are a church and a school on the same piece of land, with very little other development.

Domond is a community on/adjacent to Route 3. Domond has a large animal market, a few schools, and a national police office.

The Péligre community is located along Lake Péligre, very close to the dam and on the opposite side of the lake from Morne Michel. Péligre has a few schools but is on the poorer side. Domond, Péligre, and Cange are all around the same size.

Also near Cange is the Centre de Formation Fritz Lafontant (CFFL) which is a vocational school focusing on areas of agriculture and science.

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Morne Michel school (photograph by Annie Barnett)

Mountains of the central plateau (photograph by Joe Galmarini)

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Figure 5: Map of Cange, Haiti, its surrounding communities, and CEDC projects

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PHYSICAL CONTEXT: CANGE’S CLEAN WATER SYSTEM

In 2012, CEDC completed a new water system for Cange. This system replaced the earlier system built by EDUSC in the early 1980’s. At the time of the first system, watershed purity was judged to be adequate and water treatment was subsequently not incorporated. In the intervening years, water quality diminished greatly, with levels of fecal coliforms reaching 200 per 100 milliliters. This contributed to widespread illness among the population of Cange and its surroundings. In the new system built and administered by CEDC, water is collected at a new dam in the valley of Ba Cange (Lower Cange) and pumped up the hillside to Cange. The pumping process is entirely mechanical, working from the water pressure itself rather than requiring electricity.

Up in Cange, the water is filtered and chlorinated at the filter building on the edge of the ZL campus. From there, it is pumped again to four cisterns located at the highest elevations around the town. The cisterns have a total capacity of over 200,000 gallons, and the pumps are capable of providing 144,000 gallons of water per day. Together, the cisterns gravity feed clean water to eight public fountains around town (a ninth fountain is located in Ba Cange). Each of the fountains in Cange feature shower stalls on their rear sides, and they have recently been painted with brightly colored murals in honor of Pierce and Jackie Williams - South Carolinians with decades-long involvement in the community of Cange. In addition to meeting the daily water needs and weekly clothes laundering needs (typically on Saturdays), the fountains have become hubs of social activity. Their locations were chosen based on a community mapping and needs assessments performed

by CEDC.

In all, the water of the system covers 1,100 feet of elevation change through nearly two miles of four-inch galvanized pipe. The $1.2 million project is the first system of its kind in Haiti and serves approximately 10,000 people. To date, it is the only system of its kind in Haiti, providing drinkable water purified to the international standards of the World Health Organization.

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Figure 6: Cange water system

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PHYSICAL CONTEXT: ELECTRICAL POWER INFRASTRUCTURE

Generally speaking, the Haitian power grid is unreliable. The Haitian government operates a single power grid around Port-au-Prince, and there are several auxiliary power grids which are not connected to this central grid.

Cange is connected to one of these auxiliary power grids, but power outages are frequent.17 Electricite d’Haiti does not have the money to adequately maintain power grid, and power remains unreliable.18 Moreover, many residents are illegally linked to the grid, siphoning power through unsafe connections. Zanmi Lasante uses a diesel generator for its electricity in Cange, a method that is expensive and not especially friendly to the environment. Most Haitians use charcoal for heat and for cooking in their homes.

Figure 7: Haitian Power Grids

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​https://www.usaid.gov/haiti/energy https://www.bu.edu/ise/files/2018/03/FINAL-Haiti-Electricity-Report-March-2018.pdf

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Charcoal for sale at the Cange market along Route 3

Felled tree saplings for charcoal production

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PHYSICAL CONTEXT: Zanmi Lasante Campus

The Zanmi Lasante campus has materialized in Cange from the 1980’s until the present day. It is intermingled with other structures belonging to the local Episcopal church, many of which were built during the tenure of Father Fritz Lafontant. Ownership remains unclear in places within the campus, resulting in potential conflict during junctures in which ZL and the church diocese are in disagreement. Among the facilities on the campus there is the Eglise Bon Sauveur church and Ecole Bon Sauveur school (EBS), and some church housing. The school yard often serves as an activity space for the community. Additionally, there is the ZL hospital and pharmacy and a separate ZL external clinic, among other ZL structures. The external clinic is serving as the home base for CEDC’s operations. This includes housing and office space for CEDC interns and visitors. Meals are served in a separate kitchen and dining facility adjacent to the EBS school. There is a wall separating the campus from Route 3, and somewhat controlling access, though the public seems to freely come and go. The filter building for the clean water system is just outside the campus walls, south of the external clinic. In addition to its treatment equipment and pumps, this building contains a small lab space used by CEDC and the Haitian water team for water sampling and testing.

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Staff and church housing on ZL campus

Figure 8: Zanmi Lasante campus

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PHYSICAL CONTEXT: Building Site for Proposed Center of Excellence

The building site envisioned by CEDC for its proposed Center of Excellence facility is situated adjacent to the filter building, just off of Route 3. The site slopes off dramatically to the southeast, but there is enough gently sloping ground bordering the road to imagine a flexible parking and plaza area. The property belongs to Zanmi Lasante. The exact location of the COE footprint within this larger area remains open for careful consideration. In any case, there are compelling opportunities for building into the slope, integrating terraced outdoor spaces, and taking advantage of tremendous views to the south and east, among other strategies.

Proposed COE site photographed from below (External Clinic and biodigesters shown on right)

View toward southeast from External Clinic balcony

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Figure 9: Proposed Center of Excellence site

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Existing Conditions

BUILDING PRACTICES

Because deforestation is so prevalent in Haiti, there is little timber available for use as a structural material in new construction.19 As a result, most Haitians rely on concrete in the form of concrete masonry units (CMUs). ​One of the most common Haitian construction types consists of stone rubble foundations, locked together with a reinforced cast-in-place (CIP) concrete slab-on-grade. Above this, there are CIP concrete columns and perimeter beams, with unreinforced concrete masonry unit (CMU) infill walls, and CIP concrete elevated floor slabs. This construction type is similar to a system used in many countries, known as confined masonry construction. While confined masonry systems are used throughout the world, these systems performed poorly in the 2010 Haiti earthquake. In Haiti, most confined masonry systems suffer from minimally reinforced concrete columns and beams, and predominantly unreinforced masonry infill walls. As a result, these systems are heavy and offer little to no ductility. This problematic combination of heavy mass and poor ductility led to the widespread abrupt failures seen across Haiti during the earthquake. In addition to the undesirable balance of mass and brittle behavior, the strength of Haitian masonry and concrete is much lower than is common in the United States and other developed nations. Furthermore, the steel reinforcement often consists of smooth bars with inadequate cover, lap splices and development lengths. Improvements in construction materials and methods is an ongoing process, but it is reasonable to expect that, with proper reinforcement and material strengths, confined masonry construction can remain in wide use.

Both concrete and CMUs are produced domestically, as limestone for cement and aggregate is a prevalent natural resource.

Confined masonry construction, as described above, is used widely for larger-scale structures, with the CMU being parged over with plaster or mortar. CMU construction is also used for detached residential structures among owners with the means to afford this approach. Many homes also utilize traditional stonework. On the other hand, it is still common to see flimsier homes of banana tree wood, in particular in rural areas. Roofs in and around Cange tend to be metal or exposed concrete slabs.

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House under construction in Cange Village

Rural house of stone construction outside of Boucan-Carré

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Most structures are either whitewashed or painted with vibrant colors. Few have glass windows, and instead there are usually open-air openings within the walls. Because buildings are rarely air conditioned, many have high ceilings in order to increase natural ventilation. Wall openings are often filled with open cell masonry units called “breeze blocks.” Some are also covered with metal grilles. There is a notable history of metal craft throughout Haiti and grillework and railings often feature strong patterns.

Steel as a primary structural system is uncommon in Haiti, and there is no domestic production of structural steel. However, welded frames of light tube steel sections are common for support sloped metal roofs. In some cases, welded steel trusses are used. An example of this is seen in the recent Baptist church building in Cange, completed with assistance from a U.S. non-profit called ​Water Mission20, and pictured on the next page. Interestingly, this structure features a wood-framed mezzanine level. The authors of this RFP are working on inquiring with the project team regarding the availability of lumber and logistics of its use for the church building. A more extensive analysis of this structure and its environmental performance is provided separately in a commentary from CEDC intern, Chase Gabbard.

One imported traditional typology in Haiti is the Victorian Gingerbread House, most prominent in Port-au-Prince. Dating to the late 19th century, these houses typically featured ductile timber framing and steeply sloped roofs. The larger, upper class examples often had wraparound balconies. Of note, these structures were particularly resilient during the 2010 earthquake compared to other forms of construction.21

From a massing standpoint, multistory structures often feature overhanging floors at the upper levels. The authors of this RFP are not sure why this is the case, but surmise that it helps with shading the lower stories and with keeping them dry during rainy seasons.

Questions about the available labor force and their skillset may be directed to David Vaughn, who has experience managing CEDC construction projects in Cange.

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Baptist church building in Cange w/ confined masonry walls, metal roof, breeze block and metal grilles

Interior of Baptist church building in Cange

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External Clinic building, illustrating overhanging volumes and concrete and metal work flourishes

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Architecture students sketching outside ZL campus dining facility

Banana wood structure along Route 3

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Charrette Process

Over the course of the Fall 2018 semester, a series of conversations and visioning charrettes were staged in order to learn more about CEDC, its members, and the values and aspirations ascribed to the proposed COE. The charrettes were organized and administered by CR+DC graduate assistant, Henry Lee, and professor Dustin Albright. The format, inspired by a past CR+DC charrette experience, utilized a large banner as a centerpiece and vehicle for hands-on input. Participants were invited to respond to a series of prompts organized into four categories. They recorded their responses on colored stickers that were then placed in the appropriate section of the banner. The prompt categories started broadly and narrowed down to focus on the COE itself. In so doing, the prompts were designed to encourage feedback from a wide range of contributing voices - from experienced CEDC leadership and interns, all the way down to brand new CEDC participants.

The emphasis throughout was on ​VALUES​ rather than specific ​SOLUTIONS​.

The four categories and their respective prompt questions were as follows:

● CEDC​: What brought you to CEDC? What about CEDC inspires you?

● EXPERIENCE​: What is an experience that stands out to you from your time with CEDC? What is something you’ve learned?

● PROGRAM​: What might the new Center of Excellence allow CEDC to accomplish in Cange and beyond?

● FACILITIES​: What should the new facility and grounds do and/or demonstrate? What must they accommodate?

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This format encouraged wide participation, and it also provided a platform for a dialogue which followed the banner and sticker portion. Charrette facilitators asked participants to reflect on their own responses to the prompts, or responses that they noted among the other stickers on the banner. These dialogues were consistently illuminating, and they were recorded for future reference throughout the design process which is to come. Each of the responses from the many stickers was also transcribed, organized into a spreadsheet, and tracked according to the organizational status and experience level of the respondents (intern, project manager, etc.).

This process received very positive feedback from participants and yielded invaluable insight into CEDC and its visions for the proposed Center of Excellence.

In addition to the charrettes described above, two other conversations were staged with key CEDC administrators and leaders. The objective of these focused conversations was to gather background information about the organization, its history and its work, as well as specific programmatic needs and considerations for the COE. Below is a summary of each of the visioning conversations and charrettes.

1. Programming Conversation 1 | 10/02/18 | 3:15-5:15 | Lee Hall 3-136

Present at meeting i. David Vaughn (CEDC director) ii.

Dustin Albright (Architecture) iii.

Henry Lee (Architecture) iv. Ufuk Ersoy (Architecture) v.

Jenn Palloni (CEDC student project management director)

The objective of Programming Conversation 1 was to organize and outline specific programmatic needs and talk through issues on the administration level. David Vaughn shared the history of CEDC along with details of its structure and a timeline of its work in Haiti. He answered high level questions of how the proposed COE would be defined, who would own the facility, and where it would be located. He also provided thoughts on day-to-day operations of the center. Some questions still to be answered include how Clemson University would like to be positioned in the project. One suggestion is for the COE to operate in a way that is analogous to the seven Research

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and Education Centers (RECs) that Clemson maintains across South Carolina.

These centers are part of Clemson’s Cooperative Extension services and are an essential avenue for conducting and sharing research and best practices in the areas of agriculture, forestry and life sciences, among other topics.22

2. CEDC Directors Charrette | 10/09/18 | 3:15-5:15 | Lee 3 Wedge

Present at meeting i. Riley Garvey (COE project manager) ii.

Jenn Paloni (CEDC student project management director) iii.

Natalie Osten (CEDC student project management director) iv.

Alex Arzon (former CEDC intern, incoming CEDC president) v.

Ashley Martin (former CEDC intern) vi. Sarah Grace Walker (CEDC student assistant program management director) vii.

Dustin Albright (Architecture) viii.

Henry Lee (Architecture)

The objective of the Directors Charrette was to glean from the perspectives of current CEDC directors and past interns. Facilitated by Dustin Albright and Henry Lee, this was a first opportunity to work through the charrette process described above and observe levels of engagement and interaction among participants. The process was fruitful, in particular the discussion that followed after recording the feedback and placing the stickers.

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3. CEDC COE Project Team Charrette | 10/11/18 | 3:15 - 5:15 | Lee 3 Wedge

Present at meeting i. Riley Garvey (COE project manager) ii.

Hannah Stewart (COE project team member) iii.

Abby Piedmont (COE project team member) iv. Andrew Crim (COE project team member) v.

Jenn Paloni (CEDC student project management director) vi. Dustin Albright (Architecture) vii.

Henry Lee (Architecture)

The objective of this second charrette was to focus in on the perspectives of CEDC’s COE project team. Among other topics, the team stressed the importance of providing sustained assistance in the central plateau without contributing to “toxic charity”23 and about how the Center of Excellence should act as a community center and creative space where, ultimately, Haitians teach Haitians. This particular charrette also served as an opportunity to familiarize the CEDC team with the charrette process, preparing them to help facilitate the next time around with their classmates.

4. Full CEDC charrette | 10/19/18 | 2:30 - 3:30 | Lowry Hall 100

Present at meeting i. Entire CEDC creative inquiry class ii.

David Vaughn (CEDC director) iii.

Jeff Plumblee (CEDC founder, current Citadel professor) iv. Chris Klasing (industry advisor) v.

Riley Garvey (COE project manager, co-facilitator) vi. Hannah Stewart (COE team member, co-facilitator) vii.

Andrew Crim (COE team member, co-facilitator) viii.

Dustin Albright (Architecture) ix.

Henry Lee (Architecture)

This Charette was designed to involve the entire CEDC membership. It was held during the regular meeting time of the CEDC Creative Inquiry class on Friday, October 19th, and it is estimated that between 80 and 90 individuals participated. This served as a great opportunity to pull in diverse feedback 23

​https://www.amazon.com/Toxic-Charity-Churches-Charities-Reverse/dp/0062076213

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from CEDC members at all different levels, while also testing the charrette process on a large scale. The breadth of the charrette prompts proved effective at garnering input from students new to CEDC as well as those more experienced participants.

5. Programming Conversation 2 | 11/3/18 | afternoon | CEDC Office, Cange a. Present at meeting i. David Vaughn (CEDC director) ii.

Chris Klasing (industry advisor) iii.

Jeff Plumblee (CEDC founder, current Citadel professor) iv. Caleb Cantrell (current CEDC intern) v.

Lillian Hardaway (current CEDC intern) vi. Dustin Albright (Architecture) vii.

Henry Lee (Architecture)

The objective of Programming Conversation 2 was to revisit and elaborate upon specific programming needs for the proposed COE. This meeting took place during the Fall Break 2018 trip to Cange. The conversation proved especially valuable as it immediately followed a walking tour of the Cange water system, which provided the architecture team with a first-hand understanding of CEDC’s ongoing work. Moreover, the meeting was held in the CEDC intern office at the ZL External Clinic, on the same floor as the interns’ bedrooms. So, in addition to the on-the-ground work of CEDC, the participants were primed to discuss future CEDC lodging and administrative needs, among other topics.

Importantly, this conversation brought to the forefront the desire for a public first floor in the future COE. This floor would operate as the community development center, and should ideally be located adjacent to an exterior public plaza, along route #3. The plaza would be multipurpose, serving as parking / drop-off, shared community space, and as a sort of forecourt to the COE. This was the first time within the planning that the community plaza was introduced and discussed.

The conversation was inconclusive on the precise scope of new lodging within the COE. However, David Vaughn was inclined toward prioritizing the needs of interns and any future staff and resident researchers. Larger housing needs, such as for CEDC Fall and Spring trips or other outside groups, would

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continue to be met by ZL External Clinic. The preference is for the private, residential space to be located on the upper floor of the COE, above the proposed community development center. In addition to their regular research and development work, full time occupants of the COE would be seen as stewards of the facility itself and ambassadors for sharing its features and capabilities with the public.

Finally, the group discussed specific laboratory and research needs.

Expanding upon the topic, as presented in the Spring 2018 COE literature review, it was agreed that both wet and dry lab spaces are needed, and that the dry lab could potentially double as a teaching and demonstration space located on the public first floor. The more sensitive wet lab and associated interior and exterior support would be located elsewhere. The rooftop of the COE was presented as a third potential space for research projects as well as support for green building systems, including photovoltaics among other possibilities. The desire is for the COE to take advantage of both onsite renewable energy and new (proposed) hydroelectric energy, as well as onsite biodigesters for waste treatment. It should operate passively as much as possible, taking advantage of the “earth’s natural forces”, as David Vaughn is fond of saying.

6. Fall Break Charrette | 11/3/18 | evening | Friendship House, Cange a. Present at meeting i. Current CEDC interns (Caleb Cantrell, Chase Gabbard, Lillian Hardaway, and Madi Stiglich) ii.

David Vaughn (CEDC director) iii.

Jeff Plumblee (CEDC founder, current Citadel professor) iv. 11 CEDC Fall Break Trip students v.

2 Citadel students vi. A+H Operating Room project team (3 M.Arch + 1 alum) vii.

CR+DC COE project team (Henry Lee + Dustin Albright) viii.

Chris Klasing (industry advisor) ix.

Keri Cantrell (industry advisor)

The objective of this final charrette was to capture input from the entire CEDC Fall Break group, plus the Fall 2018 interns. This was a first chance for the interns to participate and offer feedback in this format. It was also a first chance for the Citadel team and the A+H OR project team to participate.

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Among the others, many had participated during the October 19th CEDC charrette, but this time they were able to draw upon an expanded perspective, having spent time on site in Cange. In many regards this was the most diverse cross-section of participants, and led to rich conversation about CEDC’s work and the vision for the proposed COE.

Specific “visioning” outcomes from the charrettes as well as a detailed COE building / site program are included in the following sections of this RFP document.

Final charrette at the Friendship House in Cange

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Values and Aspirations

The structured series of visioning charrettes proved effective for eliciting thoughtful input from a diverse spectrum of participants. The commentary recorded on the stickers was transcribed and collected into a spreadsheet available to the Comprehensive Studio design teams. The feedback was wide-ranging, but certain themes emerged from within each of the four categories. These themes were as follows:

CEDC What brought you to CEDC? What about CEDC inspires you?

Numerous respondents felt that CEDC addressed something that was missing from their educational experiences. Students were inspired to use their growing knowledge to serve others and to make positive, tangible impacts for those less fortunate.

EXPERIENCE What is an experience that stands out to you from your time with CEDC? What is something you’ve learned?

Respondents appreciated the collaborative dimension of CEDC, and the opportunity to work together as a team. Students learned to trust the process and structures in place within CEDC, and they learned that undergraduates can make a huge impact.

PROGRAM What might the new Center of Excellence allow CEDC to accomplish in Cange and beyond?

Respondents frequently noted the importance of the COE as a place for knowledge exchange and for empowering local Haitians to master and maintain new systems and infrastructure improvements. It should be a place for bridging gaps in knowledge and skills. It should also serve as a model throughout Haiti for community-based dialogue and the incubation of sustainable development strategies. One comment (filed under Facilities, but perhaps better positioned here) noted the opportunity to teach community members “what they should be asking for.”

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FACILITIES​: What should the new facility and grounds do and/or demonstrate? What must they accommodate?

Numerous respondents agreed that the COE should be inviting in appearance and welcoming to the public. Many noted the importance of demonstrating sustainable and innovative building strategies, while likewise respecting context. In other words, the COE facility should not be foreign to its setting, but should nonetheless strive to illustrate “the art of the possible,” as David Vaughn is fond of saying.

From the more in-depth programming conversations, other key values emerged, such as flexibility of space (particularly for any community meeting space), the utilization of passive systems for energy efficiency, and the importance of advancing construction practices through adhering to the standards of the International Building Code (IBC). It is clear to everyone involved that the COE should serve as the hub for CEDC’s operations in Haiti, and it was suggested that the COE emulate the role of Clemson Extension’s Research and Education Centers, but on an international scale. Additionally, it was stressed that the facility perform with resiliency, both in the face of natural disasters as well as routine power grid failures, periods of drought, and other threats.

Example input stickers from charrette banner

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Base Program

The following programmatic objectives stem from the charrettes and conversations outlined above, as well as the earlier CEDC planning that is documented in its Spring 2018 Literature Review. The Literature Review estimated a total COE square footage of between 17,000 and 18,000 sf, excluding programmed exterior space. The floor-to-floor division of programming is based on the center’s need for segregating public and private spaces.

Forecourt / Community Plaza Located at ground level, just off of Route 3, will be a forecourt. The size, surfacing, and layout of this forecourt is open for study. Most importantly, it should be flexible to accommodate a range of uses (both known and unknown), from parking and drop-off to small community events to informal gathering. Unlike neighboring towns like Mirebalais and Boucan-Carré, there is currently no distinct civic gathering space in Cange. This forecourt should remain open to the public and outside of any gates or first level of security for the COE and ZL campus.

Public First Floor Located on level with the forecourt, the first floor of the COE is envisioned as the community development center and be open to the public during operating hours. The following programs should be featured on this floor.

Additionally, design teams should pay attention to the nature and purposes of any threshold between the COE interior and the exterior forecourt.

● Flexible Public Meeting Space (may be supported by a small kitchen) ● Teaching and Demonstration “Dry” Lab (20 person capacity, 1000sf) ● Administrative area to serve as HUB for CEDC projects ○ Admin area should be mechanically conditioned and should support office space for a future facility manager as well as a conferencing / “war room” space for working meetings. ● Computer work stations, featuring GIS among other resources ● Some form of front desk / reception doubling as security check point ● Exhibition space (may be integrated into other 1st floor programming) ● Public restrooms of appropriate number ● Appropriate storage

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Working Ground Floor Given the hillside site of the proposed COE, there is the opportunity to make use of ground floor space, located below the first floor and opening up to the south east. CEDC envisions this as a place for laboratory research and back-of-house project support. This area would be closed off to the general public.

● Two conditioned “Wet” Labs (one “clean” and one “dirty”) and associated support ○ 2 hoods per lab (one laminar air flow and one fume) ○ More detail about the wet lab and dry lab needs, sizing and infrastructure is included in other CEDC COE background work ● Conditioned “hot desk” space to support lab / office work ● Shop / maker space for building and prototyping ● Indoor/outdoor work space for construction, staging, loading, unloading

Residential Second Floor The private second floor is envisioned as living space for full-time COE residents with perhaps a little overflow built in. The target number of beds has not been settled, but 8 to 10 should be considered as a starting point to explore. The measure of passive versus active conditioning of this floor will remain open for study.

● Bedroom space for 8-10 individuals ● Shared kitchen ● Community dining table ● Community lounge space ● Full bathrooms of appropriate number

Experimental Rooftop Any rooftop(s) should be viewed as opportunities for experimental programming and research projects as well as support for alternative energy strategies, water storage, grey and black water separation, etc.

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Additional Parameters

ENERGY CONSUMPTION

● Passive lighting, conditioning and ventilation strategies should be employed where appropriate. ○ Beyond basic natural ventilation, design teams are encouraged to explore enhanced strategies that may be advantageous, such as thermal massing, solar chimneys, geothermal, etc. ● Onsite solar energy should be utilized ○ To date, it has been suggested that solar power be used for constant loads within the COE while CEDC hydroelectric power be used for intermittent loads. Uninterruptible Power Supply (UPS) units are available for backup. The overarching goal is to try and stay off of the Cange electrical grid. The CEDC hydroelectric project team is a good resource for additional insight.

WASTE MANAGEMENT

● The COE facility should be serviced by onsite biodigesters for waste treatment. The CEDC biodigester project is described in Appendix 1.

WATER

● Rainwater harvesting and grey water recycling should be implemented.

BUILDING MATERIALS AND METHODS

● The COE facility should be designed to meet or exceed the standards of the International Building Code. ● Additionally, special attention should be paid to current best practices for resiliency. ● Selected building materials and construction methods should be attentive to material availability and workforce skill set.

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● Selected building materials and construction methods should be mindful of embodied energy, and in particular the carbon footprint of traditional cement.

Conclusion

With this ​Request for Proposals​ ​(RFP)​ document as a foundation, along with other supporting background and technical information, the 2019 Graduate Comprehensive Studio in the Clemson School of Architecture is tasked with generating compelling and thorough design proposals for an important new facility in Cange, Haiti. The Center of Excellence will support the ongoing community and infrastructure work of CEDC and its partners in Cange and throughout Haiti’s central plateau. In short, the COE will be an instrumental part of CEDC’s future work toward:

“​SERVING THE DEVELOPING WORLD AND DEVELOPING THOSE WHO SERVE”

The design proposals generated by the Studio will serve as a jumping-off point for the future design and completion of the COE. They will provide concepts around which planning and fundraising efforts can revolve. The specific format of Studio deliverables will be identified and discussed over the course of the semester.

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Students of the Ecole Bon Sauveur school (photograph by Henry Lee)

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Appendix 1: CEDC Projects in the Central Plateau

CEDC’s clean water system for Cange is described in detail in the body of this RFP document. The following are descriptions of some other key projects that CEDC has administered in Haiti. More detailed summaries of these and numerous other projects are available in the CEDC Summit reports.

Ba Cange Water System The Cange Water System carries water from Ba Cange to the greater Cange area where it is treated and distributed to the residents of the community that live along National Route 3. However, clean water was not initially returned to the community of Ba Cange, where people are forced to climb over 500 stairs to reach the clean water fountains of the Cange system.

Consequently, citizens would drink the contaminated water in open sources closeby, leading to several cholera cases in the summer of 2015. In response, CEDC designed and built a small water treatment system in one of the CEDC pump-houses in Ba Cange to allow immediate access clean, drinkable water.

Cange Latrine and Biodigester The Cange External Clinic Latrine, Biodigester, and Wetlands project began construction in 2012 and was completed in 2013. It was created as an effort to provide sanitary restroom facilities to the patients treated at the ZL External Clinic, and to subsequently treat that waste passively and sustainably. The latrine facility has Mens and Womens toilet stalls, with waste flowing to three biodigester bags. In these bags, the waste is treated through anaerobic digestion during its average 70 day retention time. The treated waste leaves the bags and enters a constructed wetland area. Methane gas created during the treatment process in the biodigester bags can be harvested for use. The methane was used for a time to supplement gas cooking at a rooftop cafê in the External Clinic building.

Ecole Bon Sauveur Latrines This major project provided flush toilets and urinals for the hundreds of students who attend the local Episcopal school in Cange. Prior to their completion, all children and staff were forced to use unsanitary pit latrines.

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Today, children at the school and in the surrounding community can use the flush toilets. These carry waste from the school all the way to the CEDC biodigester system described above.

Biodigester bags and protective netting

Adopt a Village Needs Assessments The Adopt-A-Village initiative was supported by CEDC partner, the EDUSC, and gained momentum in the Fall of 2011, when a short-term team of CEDC students began assessing water conditions among villages around the Central Plateau. This initiative continued through 2013, after which “village assessment brochures” were created to document major water resource needs and solution sets for each village. In all, 19 villages around Cange were visited and assessed.

Belle Aire Triage Water Treatment Following the Adopt a Village assessments, Belle Aire’s water quality was judged to be the worst, and therefore it became a candidate for the first

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triage water system. The nimble system includes a four stage filtration system and solar powered UV light treatment to provide potable water at the source for the people in the village. Upon completion, water was tested to be clean and potable.

Arcahaie Water System One of CEDC’s few projects outside of the Central Plateau, the Arcahaie Water System project consisted of upgrading an old water treatment system for an orphanage in Arcahaie, Haiti (just north of Port-Au-Prince). CEDC partnered with Children’s Lifeline, an NGO out of Kentucky, to finance and implement this fast-track project because several orphans had begun suffering from cholera due to ineffective water treatment. From problem identification to execution, the entire project was completed in just 12 weeks in late 2014. Water testing before and after the finished treatment system displays that hundreds of orphans are no longer exposed to cholera and other deadly pathogens.

Morne Michel School Repairs In 2015, CEDC and Trinity Cathedral in Columbia, SC worked together to repair the St. Jean School at the village of Morne Michel in the Central Plateau of Haiti. Interns worked to create a solution to the terrible drainage around the courtyard, the leaking school roof, and eroding foundation along with providing light at night so students could study and adults could take nightly literacy classes. After several weeks of grueling hikes and hard labor, the school children had a brand new courtyard, new roof, solar panels with light bulbs, and a reinforced foundation at their school.

CMU Testing The CEDC Concrete Testing project is ongoing and is aimed at researching common testing procedures and methodologies for evaluating concrete strength in order to create a feasible method for testing concrete and CMU blocks in Haiti. Their team will be able to use a hydraulic jack and 100 ton, 50 ton, and 20 ton hydraulic rams to simulate common testing procedures from international standards. These jacks will help evaluate which of these methodologies would be most feasible to implement in developing countries.

The CEDC CMU team would be a good partner in conversations concerning alternatives to standard CMU modules as well as alternatives to traditional and carbon-intensive portland cement.

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Appendix 2: Haitian Water Team in Cange

The Haitian water team is comprised of individuals from Cange and the surrounding area who have been trained to manage and maintain the clean water system installed by CEDC. The water team works alongside CEDC interns, and is an essential part of a sustainable, community-based water infrastructure. The individuals described below each play important and complementary roles in the ongoing success of the water system, and also serve as conduits for communication in and around Cange - paving the way for other CEDC projects. Their work is funded by the Episcopal Diocese of Upper South Carolina (EDUSC).

Kolón​ is responsible for managing the water team and for maintaining water flow to the community. Kolón has two daughters that are 15 and 1, and dreams to be able to send them to secondary school and then to university.

Greg​ is responsible for daily water quality testing and adding chlorine when needed. He also does monthly service with the team, helps to fix anything that may be broken, and translates for the team when needed. Greg has a fiancee and a young son and dreams of getting married, having three children, buying a house and a car (a little car, not a big car) and visiting the U.S. with his children and wife.

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Djapanou​ is responsible for all maintenance and services done to the pumps at Ba Cange. He has a wife named Jocelyn and 5 sons aged 12, 10, 8, 6, and 1.5. Djapanou’s favorite food is plantains, he enjoys working in his garden in his free time, and he dreams of his children being able to finish school and attend university in the Dominican Republic or the United States.

Timé​ is responsible for assisting the rest of the team with system maintenance and cleaning the stairs to Ba Cange. Timé has 4 sons and 2 daughters. His hobbies include “chilling,” he loves gospel music, and he dreams of helping others and sharing his wisdom in his old age.

Sadrack​ is the system engineer and oversees the upkeep of the mechanical aspects of the system. He has a girlfriend and 2 sons, as well as 4 brothers and 3 sisters. Sadrack’s favorite music is Kompa (Haitian dance music) and he dreams of owning a beautiful house and a beautiful car.

Nol​ is responsible for the upkeep of the filter building and the daily cleaning of the filters. He has a wife and two sons, loves corn, and dreams of visiting the USA.

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Center of Excellence RFP

CEDC + CRDC

Ojob​ assists in the upkeep of the pumphouses and pumps, and general system maintenance. He has a wife, several children and grandchildren, loves food and also enjoys Kompa music.

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STUDIO SETTING & STRUCTURE Over the course of the COE design project, the Graduate Comprehensive Studio was conducted with a well-defined schedule (as shown on the following page) and a carefully orchestrated collaboration between architecture students, who worked in pairs, and their counterparts from CEDC. The partners from CEDC fell into three categories: (a) director, David Vaughn, (b) students who had formerly interned in Haiti, and (c) the student “COE project team.”

Interdisciplinary collaboration between the parties was particularly critical in the early stages, prior to the midterm. Monday afternoons during this period were set aside for the former interns to come into the studio and work directly with the architecture teams. While site design and building layouts were taking shape, the interns contributed vital insight into the day-to-day laboratory operations, reflections on ideal living arrangements, and thoughts about balancing security with public engagement. They offered ideas about how the work of CEDC could best be displayed and communicated in the new facility. They also provided a critical window into Haitian culture, having each spent multiple months in Cange during their internships. The interns acted both as special consultants and also as “clients.” These sessions were overseen by CEDC director, David Vaughn, as well as the studio faculty. Between these meetings, the architecture teams worked to respond to each week’s feedback while preparing concepts and questions for the next consulting session.

The “COE project team” served a different, but complimentary role. One of 19 different project teams within CEDC, this group acted as a conduit to ongoing research from the other teams, such as those working on biodigesters, CMU quality, or the planned hydroelectric plant. The COE team gathered the studio’s technical questions, ranging from lab equipment needs to expected loads to recent construction precedents, and worked to supply answers from the most knowledgeable parties. David Vaughn filled in any gaps throughout the process, and later served as lead consultant, once the projects moved into the technical resolution stages in the second half of the semester. Additionally, two co-requisite architecture courses added depth by requiring thorough code reviews (Professional Practice course) and detailed environmental systems design and documentation (Technical Resolution course). *The above description is quoted and adapted from the paper titled Imagining a Healthy Future: Cross-Disciplinary Design for Sustainable Community Development in Cange, Haiti (by D. Albright, U. Ersoy, D. Vaughn and J. Plumblee), presented at the 2019 Sustainable Built Environment Conference in Thessaloniki, Greece.

Comprehensive Studio instructors: Dustin Albright and Ufuk Ersoy CEDC Director and project partner: David Vaughn CEDC Haiti Intern consultants: Caleb Cantrell, Ashley Martin, Chase Gabbard, Alexander Arzon, Lillian Hardaway, Joe Galmarini, Ian Davis, and Allison Mills CEDC COE Project Team (Spring ‘19): Riley Garvey, Hannah Stewart, Emma Enache

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ARCH 8920 COMPREHENSIVE STUDIO

Sunday

Spring 2019

Monday

Tuesday

Wednesday

Thursday

Friday

Saturday

J-06

J-07

J-08

J-09 Class begins Project Kick-Off

J-10

J-11 1st CEDC meeting

J-12

J-13

J-14

J-15

J-16

J-17

J-18

J-19

J-20

J-21 MLK Holiday Community work

J-22

J-23 Site Analysis, Premise & Concept Schemes

J-24

J-25 Site Analysis, Premise & Concept Schemes

J-26

J-27

J-28

J-29

J-30

J-31

F-01 Resilience by Design Conference

F-02

F-03

F-04

F-05

F-06 Review Massing & Building Planning

F-07

F-08 Review Massing & Building Planning

F-09

F-10

F-11

F-12

F-13

F-14

F-15

F-16

F-17

F-18

F-19

F-20

F-21

F-22

F-23

F-24

F-25 Review Final Design

F-26

F-27 Review Final Design

F-28

M-01 Technical Resolution Structure + Materials

M-02

M-03

M-04

M-05

M-06

M-07

M-08

M-09

M-10

M-11 Technical Resolution Mechanical + Energy + Ventilation

M-12

M-13

M-14

M-15

M-16

M-17

M-18 Spring Break

M-19 Spring Break

M-20 Spring Break

M-21

M-22 Spring Break

M-23

M-24

M-25 Technical Resolution Envelope

M-26

M-27

M-29 “Ed Talk” presentation to CEDC class.

M-30

M-31

A-01 Technical Resolution Envelope

A-02

A-03

A-04

A-05

A-06

A-07

A-08 Comprehensive Exam

A-09

A-10 Comprehensive Expo Exam

A-11

A-12

A-13

A-15

A-16

A-17

A-18

A-19

A-20

A-22

A-23

A-24

A-25

A-26

A-27

CAF LECTURE

CAF LECTURE

Midterm Evaluations

Spring Break

A-14

A-21

CAF LECTURE

M-28

CAF LECTURE

Topic: COE design project

CEDC Summit A-28

A-29

A-30

M-01

Final Review

Final Review

Select Presentations to CEDC Guests

Ulrike out

64

Former CEDC Haiti interns share from their experiences, including the impacts of recent political turmoil

Haiti interns Lillian Hardaway, Ian Davis, and Ashley Martin meet with Rachel Crane and Yibo Zeng

65

Haiti interns Joe Galmarini and Chase Gabbard meet with Elisa Sowell

CEDC Director, David Vaughn, speaks to the class

66

Midterm presentation by Byron Jeffries and Joseph Whitt

Midterm presentation by Stevie Chen and Ksenia Krasnova

67

Final presentation by Madison Polk and Harrison Polk

Final presentation by Luke Brigman and Ashley Jenkins

68

PROJECT CHALLENGE In response to the context, the needs, and the aspirations described in the preceding RFP document, the 2019 Graduate Comprehensive Studio will take on the design of a new multipurpose “Center of Excellence� facility in Cange, Haiti. The project will be driven by a close collaboration with the Clemson Engineers for Developing Countries (CEDC), the service learning organization that has worked in Cange and throughout the central plateau since 2009. Among the many infrastructure solutions implemented and operated by CEDC and their community partners, the purified municipal water system for Cange helped draw the attention of the World Health Organization, who suggested opening a Center of Excellence (COE) for the exchange of knowledge and the furtherance of testing and research. The COE program, as articulated through a series of charrettes in the Fall and reiterated in the RFP, has five main components: (1) Community Development Center and associated meeting space; (2) Laboratory spaces and workshop; (3) Administrative offices; (4) Residential quarters for CEDC interns and future staff and researchers; (5) Supportive Exterior Spaces for Gathering, Working and Demonstration

69

CHAPTER 3 CONTENTS PROJECT 1: Solène Clavel and Amanda Kristoff ............................................... 65 - 76 PROJECT 2: Harrison Polk and Madison Polk ..................................................... 77 - 88 PROJECT 3: Stevie Chen and Ksenia Krasnova ............................................... 89 - 100 PROJECT 4: Byron Jefferies and Joseph Whitt ................................................. 101 - 112 PROJECT 5: Brittany Dechant and Elisa Sowell .............................................. 113 - 124 PROJECT 6: Cody Blevins and Cameron McRae ............................................... 125 - 136 PROJECT 7: Luke Brigman and Ashley Jenkins ................................................ 137 - 148 PROJECT 8: Nicholas Debessonet and Alex Sanchez ........................................ 149 - 160 PROJECT 9: Linette Green ............................................................................ 161 - 172 PROJECT 10: Bert Nash and Russel Zimmerman ............................................. 173 - 184 PROJECT 11: Andrew Collins and Katie Kowalski ............................................. 185 - 196 PROJECT 12: Rachel Crane and Yibo Zeng ...................................................... 197 - 208

70

Solène Clavel Amanda Kristoff Center Of Excellence | Project 1 While the innovative engineering provided by the CEDC is a huge benefit to Cange, their influence began with simple interactions: the act of being there, teaching, playing, learning.

These acts are fundamental in providing a cross-cultural understanding and give a voice to the people of Cange.

Our goal is to provide a similar level of interaction at every scale of the building. In this way, the influence of the Center of Excellence will go beyond physical square footage and become a hub for ideas, collaboration, and action. At the smallest scale, the interaction starts with the creation of a single building block, creating a level of ownership for individuals. As the building blocks come together to form a wall, knowledge of the trade is gained. When the structure and form are built, so is the bond between Haitians and the CEDC strengthened, and a true sense of collaboration is formed. Once the building is completed, Haitians gain a community space where they will have the resources to take matters into their own hands and become self sufficient. Finally on a much larger scale of interaction, this proposal has the potential to be used as outreach in the form of a prototype for communities beyond Cange.

71

Premise Diagram

SITE PLAN KEY 1 - Public Plaza 2 - Community Meeting space and offices 3 - Communal Courtyard 4 - Residential housing for CEDC and staff 5 - Research Labs and Maker spaces 6 - Private Plaza for CEDC residents and staff 7 - External Clinic + Pharmacy (current home of CEDC) 8 - Zamni Lasante School 9 - Church on Zamni Lasante Campus 10 - Zamni Lasante Hospital

10

9

8 7 5 2 1 ZAMNI LASANTE CAMPUS SITE PLAN

5 3 6 4

COMMUNITY AND RESIDENTIAL BUILDING SECTION

Site Plan

CREATING SPACE FOR LEVELS OF INTERACTION The building itself creates stratifications of program which were split into three main blocks focused on community, residential and research spaces.

This configuration allows for many levels of interaction, ensuring that no one part of the building or community works alone.

ROUTE 3

PUBLIC PLAZA

COMMUNITY BUILDING

COMMUNITY COURTYARD

RESIDENTIAL BUILDING PRIVATE PLAZA (RESIDENTS)

Site Section

72

1 EXTRA LARGE

PUBLIC ASSEMBLY 25% POROUS TO PUBLIC SPACE

EXPERIMENTAL ROOF

PUBLIC PLAZA

PUBLIC PLAZA

1 LARGE, 1 SMALL

MEETING, CONFERENCE SPACE 12.5% POROUS TO PUBLIC SPACE

FLEXIBLE MEETING SPACE

FLEXIBLE MEETING SPACE

2 MEDIUM

ACCESSIBLE LAB ROOF

MEETING, TEACHING SPACE 25% POROUS SPACE

COVERED COURTYARD

ACCES LAB R COVERED COURTYARD

3 SMALL

CONFERENCE, RECEPTION SPACE 50% POROUS TO PUBLIC SPACE

PUBLIC PLAZA LEVEL Entry Level Floor Plan (Level 1) OPEN PANEL CONDITION EXTENSION OF PUBLIC PLAZA 100% POROUS TO PUBLIC SPACE

EXPERIMENTAL ROOF

CLOSED PANEL CONDITION SECURE BUILDING AFTER HOURS 0% POROUS TO PUBLIC SPACE

Public Meeting Space Organization

BB

PUBLIC PLAZA LEVEL

73

Courtyard Level Floor Plan (Level -1)

AA

PUBLIC PLAZA LEVEL Residential Level Floor Plan (Level -2)

EXPERIME ROO

SEALANT AT WINDOW HEAD

WATER COLLECTION

SILL FLASHING

SLOPED 4" REINFORCED CONCRETE SLAB SEALANT AT WINDOW HEAD

DOWNSPOUT LOCATION SLOPED 4" REINFORCED CONCRETE SLAB 6" REINFORCED CONCRETE SLAB ON GRADE

SEALANT

SILL FLASHING

METAL GRATE

SLOPED STONE COPING

SLAB DRAIN

6x8 CONCRETE BEAM

ENERGY GENERATION

3' - 0"

SLOPED 4" REINFORCED CONCRETE SLAB

VENT STACK DUCT

BATHROOM EXHAUST DUCT

0' - 7"

SLAB DRAIN

SOLAR PANEL COLLECTORS DROPPED CEILING

RECYCLED PLASTIC INFILL BLOCK STUCCO FINISH W/ METAL LATHE OVER VAPOR BARRIER

STUCCO FINISH W/ METAL LATHE RECYCLED PLASTIC INFILL BLOCK STUCCO FINISH W/ METAL LATHE OVER VAPOR BARRIER

9' - 3 1/2"

10' - 3 1/2"

CUSTOM METAL AND BAMBOO WINDOW

WATERPROOFING MEMBRANE PREMOLDED FILLER AND SEALANT AT EXPANSION JOINT

VAPOR BARRIER

PAD FOOTING BEYOND

2" SAND

6" REINFORCED CONCRETE SLAB ON GRADE W/ POLISHED FINISH

4" GRAVEL BASE

4" DIAMETER FOOTING DRAIN

RETAINING WALL. HEIGHT VARIES 4" DIAMETER FOOTING DRAIN

Section AA through Residential

PLAZA LEVEL SYSTEMS PLAN

INTAKE AIR

SUPPLY AIR

Section BB through Wet Labs

RETURN AIR

EXHAUST

PASSIVE VENTILATION

74

COOLING LOAD CALCULATIONS DISTRIBUTION OF PROGRAM COMMUNITY Houses flexible community meeting spaces and CEDC Admin. offices

RESIDENTIAL Secure and private housing location for CEDC interns and staff

RESEARCH Wet labs, hot desks, and a makers space facilitate the CEDC’s research

Heat Gain calculated in Wet Lab Space: Equivalent in Tons: Heat Gain calculated in Hot Desk Space: Equivalent in Tons:

940 btuh (x2) .78 Tons (x2) 1,080 btuh .9

Requirement to Maintain possitve pressure from Exhaust Hood: 1 additional Ton per hood TOTAL: 4.46 Tons required, 5 Ton system provided

SUN AND SHADING STUDY

The integration of operable shading wall panels allows the balance of naturally daylighting space while managing the radiance and overall heat gain.

PUBLIC PLAZA Extends through the building and provides gathering spot for locals

Distribution Of Program

COMMUNAL COURTYARD Connects program and community during open hours of operation

PRIVATE PLAZA Designed only to serve the CEDC faculty and intern residents

LEVELS OF PRIVACY

FLEXIBLE MEETING SPACE The rotating panels allow for a variety of configurations and provide a variety of spatial conditions which can be altered to suit the needs of the CEDC or the community at any time. When open the buildings is completely transparent with the exterior and community, however when closed the campus remains secure.

CLOSED PANEL CONDITION CLOSED PANEL CONDITION

OPEN PANEL CONDITION OPEN PANEL CONDITION

100% POROUSITY TO PUBLIC SPACE

3 SMALL

3 SMALL

CONFERENCE, RECEPTION

CLOSED PANEL CONDITION

75

Sun and Shading Study

2 MEDIUM

LOCALLY FABRICATED OPERABLE WALL PANELS The wall panels are made of metal and bamboo, ensuring security and maintaining ventilation.

OPEN PANEL CONDITION They also are used as a platform to showcase local trades and increase job opportunities.

PROVIDE SECURITY AFTER HOURS

2 MEDIUM

MEETING, TEACHING

1 LARGE, 1 SMALL

1 LARGE, 1 SMALL

MEETING, CONFERENCE

1 EXTRA LARGE

1 EXTRA LARGE PUBLIC ASSEMBLY

5-TON CONDENSOR

105 SOLAR PV PANELS FULLY SUPPLY BUILDING’S ELECTRICAL NEED LITHIUM-ION BATTERIES TO STORE POWER FROM SOLAR PANELS AIR SUPPLY TO LAB SPACES

RAIN-WATER COLLECTION TANK

AIR RETURN FROM LAB SPACES

MINI-SPLIT CONDENSOR UNIT

PHASING PHASING OF CONSTRUCTION OF CONSTRUCTION

EXPERIMENTAL ROOF FOR CEDC RESEARCH

LITHIUM-ION BATTERIES TO STORE POWER FROM SOLAR PANELS

To truly help To truly Haitians helplearn Haitians adequate learn adequate and sustainable and sustainable construction construction practices practices that can be that easily can be replicated, easily replicated, we’ve proposed we’ve proposed a phasingamethod phasingof method construction of construction 80-GALLON WATER HEATER SERVING RESIDENTIAL SHOWERS featuring featuring three keythree building key methods. building methods.

This phasing Thisof phasing construction of construction is also is also beneficial beneficial in the in the construction construction cost and building cost and momentum. building momentum.

PHASING PHASING OFmanaging CONSTRUCTION OFmanaging CONSTRUCTION PV ELECTRICITY To truly help To truly Haitians helplearn Haitians adequate learn adequate and sustainable and sustainable construction construction practices practices SUPPLY AIR WATER COLLECTION SITEbe CAST SITE CONCRETE CAST FRAME FRAMEamethod LIGHT ROOF LIGHT METAL ROOFROOF METAL ROOF RETURN AIR that can CISTERNS be that easily can replicated, easily replicated, we’veCONCRETE proposed we’ve proposed a phasing phasingof method construction of construction LOCATED WATER BELOW RESIDENTIAL Provides a Provides shelter for a shelter the frame for the of the frame building, of the building, Builds upon Builds the upon current the local current masonry local practice, masonry practice, REFRIGERANT featuring featuring three keythree building key methods. building methods.

This phasing Thisof phasing construction of construction is also is also ensuring proper ensuring construction proper construction methods, methods, codes, and codes, and to be used to as be a used manufacturing as a manufacturing plant and plant gather and gather beneficialbeneficial in the managing in the managing construction construction cost and building cost and momentum. building momentum. regulations. regulations. rainwaterrainwater on the roof onsurface. the roof surface.

Energy Strategy SITE CAST CONCRETE FRAME FRAME SITE CAST CONCRETE Builds upon the upon current masonry Builds thelocal current local practice, masonry practice, ensuring proper construction methods,methods, codes, and ensuring proper construction codes, and regulations. regulations.

LIGHT ROOF LIGHT METAL ROOFROOF METAL ROOF Provides aProvides shelter for a shelter the frame for the of the frame building, of the building, to be used to as beaused manufacturing as a manufacturing plant andplant gather and gather rainwaterrainwater on the roof onsurface. the roof surface.

Phase 1

Phase 2 CONFINED MASONRY

CONFINED INFILL MASONRY BLOCK

INFILL ROOFING BLOCK STRUCTURE

ROOFING WALL STRUCTURE PANEL

WALL PANEL

CONFINED MASONRY

CONFINED INFILL MASONRY BLOCK

INFILL ROOFING BLOCK STRUCTURE

ROOFING WALL STRUCTURE PANEL

WALL PANEL

RECYCLED PLASTIC PLASTIC INFILL BLOCK RECYCLED INFILL BLOCK Addressing the lack of available resourcesresources and Addressing the lack of available and trash/sanitation crisis by using trash/sanitation crisis an by infill usingbuilding an infill building block made of recycled block made of plastics recycled plastics RECYCLED INFILL BLOCK RECYCLED PLASTIC PLASTIC INFILL BLOCK Addressing the lack of available and Addressing the lack of available resourcesresources and trash/sanitation crisis an by infill usingbuilding an infill building trash/sanitation crisis by using block made of plastics recycled plastics block made of recycled

Phase 3 Construction Phasing

MANUFACTURING

MANUFACTURING

MANUFACTURING

MANUFACTURING

CONFINED MASONRY

CONFINED INFILL MASONRY BLOCK

INFILL ROOFING BLOCK STRUCTURE

ROOFING WALL STRUCTURE PANEL

WALL PANEL

CONFINED MASONRY

CONFINED INFILL MASONRY BLOCK

INFILL ROOFING BLOCK STRUCTURE

ROOFING WALL STRUCTURE PANEL

WALL PANEL

LOCALLYLOCALLY FABRICATED FABRICATED INTERACTIVE INTERACTIVE PANEL PANEL Provides shading, Provides encourages shading, encourages interaction, interaction, adaptability adaptability and flexibility and flexibility of space while of space while showcasing showcasing the craftsmanship the craftsmanship of local trades of local trades FABRICATED INTERACTIVE LOCALLYLOCALLY FABRICATED INTERACTIVE PANEL PANEL Provides encourages shading, encourages interaction, Provides shading, interaction, adaptability and flexibility of space while adaptability and flexibility of space while showcasing the craftsmanship of local trades showcasing the craftsmanship of local trades MANUFACTURING

MANUFACTURING

MANUFACTURING

MANUFACTURING

Phase 4

76

Section Perspective Illustration

77

PHOTOVOLTAIC PANEL SLANTED HSS4-1/2x.237 W6x8.5 HSS4-1/2x.237

12x16 CONCRETE BEAM

METAL AND BAMBOO DOOR 10" ONE-WAY SLAB W/ 2-WAY REINFORCEMENT AND POLISHED FINISH ALUMINUM THRESHOLD

1/4" SLOPE

1/4" SLOPE

METAL GRATE SLAB DRAIN

METAL AND BAMBOO DOOR

6" REINFORCED CONCRETE SLAB ON GRADE W/ POLISHED FINISH ALUMINUM THRESHOLD EXPANSION JOINT WATERPROOFING MEMBRANE PREMOLDED FILLER AND SEALANT AT EXPANSION JOINT

6" REINFORCED CONCRETE SLAB ON GRADE 1/4" SLOPE

4" DIAMETER FOOTING DRAIN

VAPOR BARRIER 2" SAND 4" GRAVEL BASE

Wall Section At Community Building

78

construction team to use otherwise non-recyclable plastics as a recycled UTILITY building material.

3 LARGE BUCKETS

ASTIC REQUIRED OR 3 BRICKS:

21 GALLON JUGS UTILITY 3 LARGE BUCKETS

PUBLIC PLAZA LEVEL

COMMUNITY COURTYARD LEVEL

21 GALLON JUGS UTILITY 3 LARGE BUCKETS

PLASTIC REQUIRED FOR 3 BRICKS:

PUBLIC PLAZA LEVEL

COMMUNITY COURTYARD LEVEL

PHOTOVOLTA

RESIDENTIAL CUSTOM STEE LEVEL

COMMUNITY COURTYARD LEVEL

PUBLIC PLAZA LEVEL

W6x8.5

HSS4-1/2x.237

PHOTOVOLTAICBRICK PANEL LOCATION OF EXPOSED PLASTIC SLANTED HSS4-1/2x.237 CUSTOM STEEL GUTTER

PUBLIC PLAZA LEVEL

W6x8.5 RESIDENTIAL LEVEL

COMMUNITY COURTYARD LEVEL

LOCATION OFRESIDENTIAL EXPOSED PLASTIC BRICK LEVEL

CURRENT LACK OF WASTE MANAGEMENT RESULTS IN PLASTIC POLLUTION OF WATER COLLECT SOURCE, WHICH LEADS TO INCREASEDDemonstate potential effects of waste management on site CONTAMINATION AND SPREAD OF DISEASE

by collecting otherwise non recycleable plastics to be reused

95% LOWER GREENHOUSE GAS EMMISIONS THAN TRADITIONAL CONCRETE MASONRY UNITS

12x16 CONCRETE BEAM

SHRED

recycleable plastics to be reused

Shred plastic waste products, Agnis elitat as dolupti ntotatia de numque quis volenim usciligent quia eaqui dem quaesci enissed

Superheat water and compress, Nequid minciatius sam, ute DEMONSTRATE WASTE sundent et quatectatate molore MANAGEMENT ON SITE aut labo. Cesereria sitasperspel

1'-4"

1'-0"

SHRED

COMPRESS

COMPRESS

RE-USE

Shred plastic waste products, Agnis elitat as dolupti ntotatia de numque quis volenim usciligent quia eaqui dem quaesci enissed

1/4" SLOPE

Superheat water and compress, Nequid minciatius sam, ute sundent et quatectatate molore aut labo. Cesereria sitasperspel

GASKETED T-BAR CEILING W VINYL-COATED PANEL

PAD FOOTING BEYOND

CONCRETE BEAM WITH REINFORCING

6" REINFORCED CONCRETE SLAB ON GRADE

Superheat water and compress, Nequid minciatius sam, ute sundent et quatectatate molore aut labo. Cesereria sitasperspel

6

Superheat water and compress, Nequid minciatius sam, ute sundent et quatectatate molore aut labo. Cesereria sitasperspel

Reuse as infill building material, On conetus coribea vita nem ipsuntia suntiunt a volupta temporesciis vendae VAPOR BARRIER

PAD FOOTING BEYOND

PLASTIC RE-USE PROCESS

COMPRESS

RE-USE

6" REINFORCED CONCRETE SLAB ON GRADE

10'-0"

SHRED

COMPRESS

Reuse as infill building material,

PUBLIC PLAZA LEVEL On conetus coribea vita nem

4" GRAVEL BASE

RECYCLED PLASTIC INFILL BLOCK

EXPOSED PLASTIC BRICK

2" RIGID INSULATION

RE-USE

STUCCO FINISH W/ METAL LATHE OVER EXPANSION JOINT VAPOR BARRIER EPOXY WALL PAINT

ipsuntia suntiunt a volupta temporesciis vendae VAPOR BARRIER

RE-USE

PAD FOOTING BEYOND

2" SAND 4" GRAVEL BASE

EXPOSED PLASTIC BRICK

6" REINFORCED CONCRETE

SLAB ON GRADE Reuse as infill building material, On conetus coribea vita nem ipsuntia suntiunt a volupta temporesciis SHRED vendae PLASTIC

PLASTIC RE-USE PROCESS

Reuse as infill building material,

4" REINFORCED CONCRETE SLAB

2" SAND

WASTE PRODUCTS

VAPOR BARRIER

79 RE-USE

SCREED TO FALL

METAL AND BAMBOO DOOR

PLASTIC RE-USE PROCESS

COMPRESS

SLOPED STONE COPING

Shred plastic waste products, Agnis elitat as dolupti ntotatia de numque quis volenim usciligent quia eaqui dem quaesci enissed ROOF FLASHING 3'-0"

Demonstate potential effects of waste management on site by collecting otherwise12x16 nonCONCRETE BEAM recycleable plastics to be reused

METAL AND BAMBOO DOOR

Shred plastic waste products, Demonstate potential effects LESS of BRITTLE CONSTRUCTION BENEFITS Agnis elitat as dolupti ntotatia de waste management on site HIGHby FREQUENCY EARTHQUAKE ZONEnumque quis volenim usciligent collecting otherwise non quia eaqui dem quaesci enissed

COLLECT SHRED

SHRED

COLLECT

1'-4"

SLANTED HSS4-1/2x.237

METAL AND BAMBOO DOOR

1'-0"

HSS4-1/2x.237

RESIDENTIAL LEVEL

COLLECT

12x16 CONCRETE BEAM

W6x8.5

OVERWHELMING AMOUNT OF WASTE LOCATION OF EXPOSED PLASTIC BRICK CONTAMINING HAITIS LANDSCAPE

XPOSED PLASTIC BRICK

Demonstate potential effects of waste management on site by collecting otherwise non recycleable plastics to be reused

10'-0"

LESS THAN 9% OF PLASTIC WASTE IS BEING PROPERLY RECYCLED WORLDWIDE

COLLECT

3'-0"

HSS4-1/2x.237 SLANTED HSS4-1/2x.237

2" SAND 4" GRAVEL BASE

EXPANSION JOINT

SUPERHEAT WATER AND COMPRESS

SEAMLESS RUBBER BASEBOARD 6" REINFORCED SLAB ON GRADE W/ POLISHED FINISH

COMMUNITY COURTYARD LEVEL REUSE AS INFILL

BUILDING MATERIAL

VAPOR BARRIER 2" RIGID INSULATION

CONDITIONED WET

Wall Section at Wet Labs

80

View of Public Plaza from Route 3

Aerial View of Public Plaza

81

Teaching Lab Interior

View of Public Courtyard

82

Site Model

83

Section Model

84

Harrison Polk Masison Polk Center Of Excellence | Project 2 The center of excellence will leverage culturally and climatically sensitive architecture to empower Haitians by teaching safe and resilient building construction. The center will strengthen the existing partnership between CEDC and Cange - a partnership that is working to re-write generational effects on community, sustainability, natural resources, infrastructure, and hope in Haiti. Initial mapping of the surrounding site context in Cange revealed an opportunity to situate the new center as the continuation of an existing organizational arc that mirrors the geometry of the congested Route 3 axis. Influenced by this existing organizational curve, the conceptual framework for our project is [Dis]Continuity: the simultaneous connecting and separating, unifying and disrupting.

We split this organizational arch into 3 zones of development: (1) A Public Street Face plaza at the front of the site (2) The Center of Excellence buildable zone in the center (3) The “Natural” Terrace at the back of the site.

SUMMIT CISTERN

Z AM NI L ASANT E CAM PU S

BO TIZENZEN FOUNTAIN

CANGE MARKET TOM WHITE’S CISTERN HOSPITAL JACKIE’S CISTERN EXTERNAL CLINIC SCHOOL

CO E

FILTER BUILDING ZL WATCH TOWER

ENTRE PLAZA FOUNTAIN

BO MADIE FOUNTAIN

C A NG E VILLAGE VILLAGE CISTERN

BO BOUTOO FOUNTAIN

KEY Cange Village Extents Zamni Lasante Campus National Route 3 BO MOUSOL FOUNTAIN

Water Fountain Cistern Health + Education

TOU KANJ FOUNTAIN

HA ITI

CANGE

PORT AU PRINCE

85

Context mapping diagram

Organizational diagram

SITE PLAN KEY 1 - Existing Building 2 - External Clinic + Pharmacy 3 - External Clinic + Pharmacy (current home of CEDC) 4 - Existing Public Latrines 5 - Existing Biodigesters 6 - Existing Constructed Wetland 7 - New Access Road + Service Parking 8 - Experimental Terrace 9 - Lower Teaching Terrace 10 - Flexible Parking (2 spaces) 11 - Drop Off + Parking 12 - Flexible Parking (3 spaces) 13 - Hydroelectric Transformer 14 - Existing Filter Building 15 - Conversation Pit 16 - New Gated Access to ZL Campus 17 Existing Home 18 - National Route 3 19 - Zanmi Lasante Campus Gate

6 2

5 4 3

7

8 DN

9

DN

16

DN

DN DN

15

1

DN

14

12

DN DN

11

13

19

10

17

18

Site Plan

FILTER BUILDING

EXISTING EXTERNAL CLINIC

VILLAGE OF CANGE

NATIONAL ROUTE 3

PUBLIC ZONE PUBLIC STAIR / RAMP

LOWER PUBLIC TERRACE

COE SITE

Site Section

86

26 25

27

37 28

UP

35

29 34 33

32

DN

30

31

DN

UP

36

KEY 25 - Maker Space 26 - Outdoor Covered Work Space 27 - Hot Desk Space 28 - Meeting Room 29 - Dirty Wet Lab 30 - Clean Wet Lab 31 - Mechanical Room 32 - Storage 33 - Men’s Restroom

34 - Women’s Restroom 35 - Lower Public Teaching Plaza 36 - Future Maker Space Expansion 37 - Experimental Terrace

8

2 9 1

3 10

5

UP

6

DN

7

4

18 16

15

11

17 14

DN

12

DN

19 DN

13

DN DN

DN

KEY 1 - Shared Kitchen 2 - Shared Living Room 3 - Flexible Room 4 - Director Bedroom 5 - ADA Bathroom 6 - Laundry 7 - Entry Courtyard 8 - Residential Terrace 9 - Intern Workstations

DN

10 - CEDC Terrace 11 - Exhibition Space 12 - Conference Room 13 - Teaching Lab 14 - Welcome Desk 15 - Director Office 16 - ADA Bathroom 17 - Storage 18 - ADA Bathroom 19 - Public Meeting Space

DN

DN

TER R ACE B ELO W

21

21

22 22

21 20

CED C AD M IN BELOW

24

23 T E RRA C E BE L OW DN

TEACH IN G LA B BELOW

M EETIN G SPACE BELOW

KEY 20 - Community bathroom 21 - 2 person bedroom 22 - 1 person bedroom 23 - Common lounge 24 - Built in shelving storage

87

Floor Plans

ENERGY COLLECTING ROOF ENERGY COLLECTING ROOF HEAT ABSORBING ROOF

PUBLIC STAIR/RAMP

EXTERNAL CLINIC

Building Section 1

EXISTING EXTERNAL CLINIC

NATIONAL ROUTE 3

PUBLIC ZONE

LOWER PUBLIC TERRACE

Building Section 2

88

Space Planning Diagram

Daylight Autonomy Diagram

89

Mechanical + Environmental Systems Strategy

119

SOLAR PANELS

27

LITHIUM ION BATTERIES

ENERGY

METER

SUPPLIES 100% OF ENERGY NEED FOR CEDC COMPLEX

UNINTERUPTED POWER SUPPLY

HYDRO ELECTRIC

BACKUP SYSTEMS

Solar PV and Battery Diagram

Active Ventilation System

90

Passive Systems Diagram

91

P AS S IVE VE NTILATI O N CO O LI N G INTERGRATION OF SOLAR CHIMNEYS

NATUR AL LIGHT MAXIMIZE DAYLIGHT + MITIGATE HEAT GAIN

EN ER G Y C O L L EC T I O N P HOTOVOL TA IC A RRA Y

CEDC ADMIN PUBLIC MEETING SPACE

TEACHING LABORATORY PUBLIC TERRACE

G R EEN B U I L DI NG C O NST R U C T I O N REDUCIN G THE CARBON FOOTPRINT

R AIN W ATE R COLLE CTION COLLECT + RECYCLE

M ICR OCLIM ATE PROVIDE SHADE + PRECONDITION AIR

Section Perspective Illustration

92

WHY COMPRESSED EARTH BLOCK?

CEB PROJECTS IN HAITI

E NV I R O NM E NT A LLY FR I E N D LY SMALL CARBON FOOTPRINT C o m p re s s e d e a r t h b l o c k s a re m a d e f ro m l o c a l l y s o u rc e d s o i l and use 75% less cement than typical CMU construction.

E NE R G Y E F F I CI E N T THERMAL MASS PROPERTIES E a r t h b l oc k e n c l os u re s re g u l a t e t e m p e r a t u re s , a n d s t u d i e s s h ow t h e y c a n u s e u p t o 3 0 % l e s s e n e r g y t o h e a t / c o o l t h a n typical CMU construction.

C E B T R A I N I N G + C O N S T R U C T I O N | P i g n o n , Site H a i t cast i | Dreinforced well Earth

concrete frame

HE AL T H Y + C O M FO R T A B LE PHYSICAL + ENVIRONMENTAL WELLNESS C o m p re s s e d e a r t h b l o c k s d a m p e n s o u n d , re p e l m o l d , a n d h e l p t o re g u l a t e t e m p e r a t u re s o f i n t e r i o r s p a c e s .

G H E S K I O T U B E R C U L O S I S H O S P I T A L | P o r t A u P r i n c e , H a i t i | M A S S D e s i g n G ro u

DU R AB L E + S T R O N G HIGH COMPRESSIVE STRENGTHS C o m p re s s e d e a r t h b l o c k s a re c o m p r a b l e t o C M U i n s i z e a n d c om p re s s i v e s t re n g t h u p t o 1 9 0 0 p s i .

R E S I L I E NT LONG LIFE W h e n p rop e r l y c o n s t r u c t e d a n d re i n f o rc e d , c o m p re s s e d e a r t h b l oc k s c a n re s i s t a n t t o e a r t h q u a k e s , f i re s , o t h e r n a t u r a l disasters, and pests.

R E B U I L D I N G F A M I L Y H O M E S | P i l l a t re , H a i t i | We l c o m e H o m e H a i t i

Solid earth block fill L-Shaped steel plate supporting perforated earth block wall construction

COMPRESSED EARTH BLOCK T H E P R O C E S S O F C R E AT I N G BUILDING BLOCKS FROM DIRT

COLLECT L O C A L M AT E R I A L

COMPRESS THE MIX

THE EARTH BLOCK

CURE FOR 1-2 WEEKS

BEGIN CONSTRUCTION

Recycle earth that is displaced during initial site excavation and leveling. One cubic meter of soil can produce up to 160 earth blocks.

The machines required for pressing the soil are fairly small, can be accommodated on site, can be operated and by a few men, and do not require electricity.

The earth block can be produced in a variety of sizes. It has a compressive strength of 1900 psi.

Approximately 1300 blocks can be produced in an 8 hour shift.

Blocks must be stacked and covered in order to cure for 7 to 14 days and ensure a strong, quality building material.

The bricks are designed to be modular and interlocking to make the building process f a s t e r. T h e f i n a l structures can be left unfinished or can be c o v e r e d i n p l a s t e r.

Information source: dwellearth.com

93

C

ROOF -

S C R E E N WA L L

corrugated metal roof light gauge steel z-purlin, 3” deep roofing membrane 1/2“ plywood sheathing 2” rigid insulation vapor barrier light gauge steel z-purlin, 3“ deep 6”reinforced concrete slab 2 coat gypsum plaster, 5/8” thick over bonding agent

- reinforced perforated earth block wall, exposed finish - steel angle, braced to concrete column beyond

B

LEV EL 2 11’ - 0”

ENCLOSURE - reinforced earth block masonry, 14”x 7“x 4” block - earth block bond beam - 2 coat stucco finish, 7/8” thick - french casment window

FLOOR - polished concrete topping slab - 6” reinforced concrete slab - 2 coat gypsum plaster, 5/8” thick over bonding agent - reinforced concrete beam

P E R M E A B L E P AV I N G - expansion joint - impermeable liner - perimeter drain - permeable paver - 2” fine stone bedding layer - 6” gravel bed base layer

A

surface water drains through joining stone material

LEVEL 1 0’ - 0”

F O U N D AT I O N -

Residential Wall Section

polished concrete topping slab 6” concrete slab on grade vapor barrier 4” gravel bed expansion joint 2” rigid insulation reinforced concrete footing

94

View Of Public Forecourt From Route 3

View From Filter Building Showing Conversation Pit

95

View Of Lower Meeting And Working Terraces

96

Site Model

97

Section Model

98

Stevie Chen Ksenia Krasnova Vertical Village | Project 3 One of the most basic concepts of Haitian culture and identity, which is “Lakou”, became our major inspiration and we use it as our design element in our project. Lakou is a traditional small internal courtyard, originated from voodoo ceremony in Haitian culture, which serves as a space for community gatherings. It is also a place for relaxation under some shading and greenery.

The remote location of the village and the technological limitations supported a construction type that is effective and common throughout Haiti - concrete beams and columns with masonry infill. This type of structure allows for flexibility of shape, it provides a rigid frame which could be filled in when and where needed. The combination of these two premises lakou concept and structural concept - gave us a spatial solution with central vertical public space and smaller courtyards/terraces. We called this concept “vertical village”.

There are three major design principles: (1) Public and residential areas are on the same level as the existing road while working spaces are in the basement. (2) All open spaces and terraces are used as public spaces with different levels of privacy. (3) Public spaces serve as vertical connections

DESIGN CONCEPT _ “VERTICAL VILLAGE” LAKOU COURTYARD

“VERTICAL VILLAGE”

SPATIAL STRUCTURE

MAJOR PRINCIPLES 99

PROGRAM DISTRIBUTION_

PUBLIC GATHERING SPACES

INTERCONNECTED SPACES _ LANDSCAPE INSPIRED

SITEPLAN

N P ZANMI LASANTE

CANGE VILLAGE

100

DESIGN _ 2 LEVEL - PUBLIC + WORKING Administrator room

Open Office Residential

DN

Women's Bathroom

Storage

Shaft

Kitchen&Lounge

Laundry

Men's Bathroom

DN

Terrace

Shaft

Classroom

DN DN DN

Terrace

Storage

UP

Conference room

War room

UP

computer workstation

UP

DN

DN

Restroom

UP

Office

Lobby

Exhibition

Dry Lab

Storage

Restroom

Electrical Room

Restroom

Restroom

PROGRAM _ PUBLIC

LAK

UP

RESIDENTIAL

Public + Working Area - LevelWORK -1

Public Level + Residential Area - Entry Level 1 ARCH 8920 | SPRING 2019 | STEVIE CHEN AND KSENIA KRASNOVA

PLAZA

ARCH 8920 | SPRING 2019 | STEVIE CHEN AND KSENIA KRASNOVA

PUB UP

UP

UP

restroom Shaft

PUBLIC

Wet lab UP

UP

Hot desk

Storage

RESIDENTIAL WORKING

Shop/Maker space(Indoor &Outdoor)

Mechanical room

UP

Working Levels - Level -2-4

101

Programing Diagram

DESIGN _ SECTION A-A A

A

Section A-A DESIGN

_ SECTION B-B ARCH 8920 | SPRING 2019 | STEVIE CHEN AND KSENIA KRASNOVA

B

B

DESIGN _ SECTION A-A

Section B-B

C

C

Section C-C

ARCH 8920 | SPRING 2019 | STEVIE CHEN AND KSENIA KRASNOVA

102

225FT2 (LABS AND MAKER SPACE) = 18 650 FT2 RESIDENTIAL: R-3 3750 FT2

A: ~22400 FT2 N SPRINKLERED

CONFERENCE ROOM 588 FT2 | ~ 20 PEOPLE LOBBY 588 FT2 | ~ 5-10 PEOPLE

ARATED OR NONSEPARATED OCCUPANCIES: N-SEPARATED

CLASSROOM 588 FT2 | ~ 25 PEOPLE CLASSROOM 588 FT2 | ~ 25 PEOPLE

CONFERENCE ROOM 588 FT2 | ~ 20 PEOPLE

RESIDENTIAL SPACE 2940 FT2 | 9-10 PEOPLE

CLASSROOM 588 FT2 | ~ 25 PEOPLE

B - BUSINESS = ~8425 FT

2

R3 - RESIDENTIAL = 3 3750 FT OWABLE BUILDING HEIGHT AND AREA: A3 - ASSEMBLY= 1670 FT GHT: X HEIGHT OF BEARING STRUCTURAL GRID (BUILDING) = 53,5 FT 2 LEVEL BUILDING HAS SEVERAL FLOORS: 1 IS CLEARLY DEFINED; OTHER LEVELS ARE ADMIN OFFICE EXHIBITION SPACE ERCONNECTED AND CREATE THREE TERRACED LEVELS225 - FT2 |FLOORS. 588 FT | ~ 20 PEOPLE ~ 2-3 PEOPLE B - BUSINESS = ~18 650 FT H THIS HEIGHT AND CONSTRUCTIONS TYPE III OR II IS POSSIBLE. A3 - ASSEMBLY= 10 710 FT ST RESTRICTIVE OCCUPANCY: A-3.

4 STORY BUILDING - COULD BE TYPE II OR III. PUBLIC SPACE + RESIDENTIAL PART A: ALL OCCUPANCIES THE AREAS ARE SMALL ENOUGH TO HAVE - TYPE II A OR B. 2

2

S

2

2

2

LOUNGE SPACE 588 FT2 | ~ 20 PEOPLE

2

CONFERENCE ROOM 588 FT2 | ~ 20 PEOPLE

LOBBY NSTRUCTION TYPE: 588 FT | ~ 5-10 PEOPLE E I OR TYPE III B OR TYPE II B

CLASSROOM 588 FT2 | ~ 25 PEOPLE CLASSROOM 588 FT2 | ~ 25 PEOPLE

2

CONFERENCE ROOM 588 FT2 | ~ 20 PEOPLE

AYLIGHT ANALYSIS

RESIDENTIAL SPACE 2940 FT2 | 9-10 PEOPLE

CLASSROOM 588 FT2 | ~ 25 PEOPLE

STORAGE 1396 FT2 OFFICES 1764 FT2

MAKER SPACE 4953 FT2

OFFICE SPACE 588 FT2 | ~ 10-15 PEOPLE

PUBLIC SPACE + RESIDENTIAL PART

SPACES/ LOUNGE ZONE/OFFICE AND STAIRCASE: ARTIFICIAL PATH OFOFFICE/RESIDENTIAL SUMMER SOLSTICE LIGHTNING OUTDOOR SPACES: SHADING CANOPY, SHADING BAMBOO PANELS - ~50% REDUCB - BUSINESS ARCH 8920 | SPRING 2019 | STEVIE CHEN AND KSENIA KRASNOVA TION OF NATURAL LIGHT A3 - ASSEMBLY WET LABS 1176 FT2 | ~ 10-15 PEOPLE

2 LEVEL

= ~18 650 FT2

LOUNGE SPACE 588 FT2 | ~ 20 PEOPLE

= 10 710 FT2

Program Organization Diagram Level -1

Program Organization Diagram Level 1

T OVER THE YEAR STORAGE 1396 FT2 OFFICES

1764 FT RAGE MONTHLY HOURS OF SUNLIGHT OVER THE YEAR 2

OFFICE SPACE 588 FT2 | ~ 10-15 PEOPLE WET+ LABS PUBLIC SPACE RESIDENTIAL PART 1176 FT | ~ 10-15 PEOPLE 2

ONG - PV PANELS

OFFICE/RESIDENTIAL SPACES/ LOUNGE ZONE/OFFICE AND STAIRCASE: ARTIFICIAL MAKER SPACE LIGHTNING 4953 FT OUTDOOR SPACES: SHADING CANOPY, SHADING BAMBOO PANELS - ~50% REDUCTION OF NATURAL LIGHT 2

OFFICE/RESIDENTIAL SPACES/ LOUNGE ZONE/OFFICE AND STAIRCASE: ARTIFICIAL LIGHTNING OUTDOOR SPACES: SHADING CANOPY, SHADING BAMBOO PANELS - ~50% REDUCTION OF NATURAL LIGHT

UFFICIENT AMOUNT OF SOLAR ENERGY ALL YEAR LONG - PV PANELS LATION DUE TO THE SOUTH-

RAINWATER AS A NATURAL RESOURCE

ARCH 8920 | SPRING 2019 | STEVIE CHEN AND KSENIA KRASNOVA

ADVANTAGES OF THE LANDSCAPE - NATURAL VENTILATION DUE TO THE SOUTHST WIND

RAGE CLOUD COVER OVER THE YEAR

ARCH 8920 | SPRING 2019 | STEVIE CHEN AND KSENIA KRASNOVA

OFFICE/RESIDENTIAL SPACES/ LOUNGE ZONE/OFFICE AND STAIRCASE: ARTIFICIAL LIGHTNING OUTDOOR SPACES: SHADING CANOPY, SHADING BAMBOO PANELS - ~50% REDUCTION OF NATURAL LIGHT

ARCH 8920 | SPRING 2019 | STEVIE CHEN AND KSENIA KRASNOVA

ARCH 8920 | SPRING 2019 | STEVIE CHEN AND KSENIA KRASNOVA

Daylighting Studies

103

104

DESIGN _ CANOPIES AND PANELS TWO TYPES

PV PANEL (77 INCHES Х 39 INCHES)

STRAWS/BAMBOO/ETC

METAL FRAME CONCRETE SLABS

BAMBOO PANELS

ARCH 8920 | SPRING 2019 | STEVIE CHEN AND KSENIA KRASNOVA

DESIGN _ PANELS DESIGNAND _ PANELS DOORS/WALLS AND DOORS/WALLS

BAMBOO PANELS

BAMBOO PANELS

JALOUSIE DOORS

JALOUSIE DOORS

105 ARCH 8920 | SPRING 2019 | STEVIE ARCHCHEN 8920AND | SPRING KSENIA 2019 KRASNOVA | STEVIE CHEN AND KSENIA KRASNOVA

DESIGN _ OUTDOOR AREAS - COURTYARDS 1

1

ARCH 8920 | SPRING 2019 | STEVIE CHEN AND KSENIA KRASNOVA

Section Perspective Illustration

106

TWO-WAY FLAT PLATE CONSTRUCTION 25X25FT GRID 1.

2.

SITE / EXCAVATION

3.

FOUNDATION

4.

FOUNDATION + RETAINING WALLS + CONCRETE REINFORCED UNDERGROUND BEAMS (2 FT)

5.

3 LEVEL: CONCRETE REINFORCED COLUMNS: 24X24 IN

6.

3 LEVEL: CONCRETE REINFORCED BEAMS (22.5 IN X 12 IN)

3 LEVEL: CONCRETE FLAT SLAB 6.5 IN

7.

8.

2 LEVEL: CONCRETE FLAT SLAB 6.5 IN

9.

2 LEVEL: CONCRETE REINFORCED COLUMNS (24X24 IN) AND BEAMS (22.5 IN X 12 IN)

10.

1 LEVEL: CONCRETE REINFORCED COLUMNS (24X24 IN) AND BEAMS (22.5 IN X 12 IN)

1 LEVEL: CONCRETE FLAT SLAB 6.5 IN

11.

12.

1 LEVEL: CONCRETE FLAT SLAB - ROOFS (6.5 IN) AND

CONCRETE SECONDARY BEAMS (12 IN)

107

Structural Section Diagrams

CANOPY: STEEL FRAMING

ENVELOPE 1

PV panels Metal frame

Secondary concrete beam

12' - 7 5/8"

2% Slope

Waterproof Layer

1/2" Protection concrete to finish grade

TIMBER BLINDS

1/2" protection concrete to finish grade

0' - 0"

Sealed

SEALED

Flashing

Timber blinds

CONCRETE BEAM (22.5”X12”) NEOPRENE VIBRATION PAD

-15' - 0"

1/2" protection concrete to finish grade Sealed

Flashing

2 1/2" FOAMULAR Rigid Foam Board Insulation 6-1/2" Concrete slab Drywall Mounting Clip 1/2" Latex Painted Gypsum wallboard Neoprene vibration pad Concrete beam 22-1/2" x 12"

WINDOW WOOD STILL Window

2”X4” WOOD BLOCK

Wood sill 2"x 4" wood block

FLASHING

DRYWALL MOUNTING CLIP

1/2” LATEX PAINTED GYPSUM WALLBOARD

Flashing

8"x 16"x 8" CMU

Drywall Mounting Clip

CMU 8”X16”X8” 1/2" Latex Painted Gypsum wallboard

2-1/2” FOAMULAR RIGID FOAM BOARD INSULATION

2 1/2" FOAMULAR Rigid Foam Board Insulation

1/2” PROTECTION CONCRETE TO FINISH GRADE

Moisture Barrier

-33' - 3 25/32"

1/2" Protection concrete to finish grade 6" concrete slab on grade

SILICONE SPACER VINYL WALL BASE

Vinyl wall base

Silicone spacer 2% Slope

8" x 8" x 2" Unit pavers

Vapor barrier 2" Sand setting bed

8”X 8” 16” UNITS PAVERS

2" Sand setting bed 3' compated aggregate 2 1/2" Rigid perimeter insulation Compacted subgrade or undisturbed soil

1/2" Rebar 10" Drainage Pipe

48" x 12" Concrete footing

VAPOR BARRIER 1/2” REBAR

1’

Wall Section at Building Envelope

2’

5’

108

MAIN ENTRANCE

ARCH 8920 | SPRING 2019 | STEVIE CHEN AND KSENIA KRASNOVA

1 LEVEL: MAIN ENTRANCE

109

ARCH 8920 | SPRING 2019 | STEVIE CHEN AND KSENIA KRASNOVA

LAKOU_DESIGN PROPOSAL

ARCH 8920 | SPRING 2019 | STEVIE CHEN AND KSENIA KRASNOVA

LAKOU: OUTDOOR MEETING SPACES

110

ARCH 8920 | SPRING 2019 | STEVIE CHEN AND KSENIA KRASNOVA

Site Model

111

Section Model

112

CEDC Stairs Up Admin War Room More Desk Space

SHARED GIS Computers Dry Lab Restrooms Front Desk

open interior provides dynamic space

Byron Jefferies Joseph Whitt Center Of Excellence | Project 4 PRIVATE Three-Story Residential Above Working Below

Cross-Ventilation

COMMUNITY Kitchen Dining Meeting Space?

Exhibit?

PUBLIC The Center of Excellence should operate as a showcase for the CEDC, community efforts, PROGRAM DIAGRAM and creative technologies for resilient life in Haiti.

We see the following connection opportunities: to showcase the building and its environmental to plaza technologies; provide collaboration space for local organizations; connect to adjacent facilities as teachable moments.

Challenges include providing dynamic space for evolving technologies; defining engagement ADA ramps down, providing ‘tour’ of between CEDC and the local community; capitalizing on existing building techniques and facility materials; maintaining site integrity.

Highlight water collection and provide passive cooling

Our proposed design scheme adopts the following strategies: embrace existing building CEDC Outdoor Interiorthat Court performs as a “tour”; knowledge; provide a variety of masonry infill solutions; circulation Access allows for ext. of public space and highlight water retention and distribution; implement low-energy/low-cost environmental provides passive ventilation corridor control (i.e passive ventilation).

Exist.

Building

Plaza

CONCEPTUAL FLOOR PLAN 20 ft

shaded interior court

PV Panels?

roof collects water

canopy above plaza extends space Roof-top Experiments

ventilation corridor

RES

Open Clerestory

Rte. 3

DRY LAB

encouraged interaction SHOP

celebrated water capture device, screen wall? facilitates passive cooling?

CONCEPTUAL SECTION 10 ft

Concept Diagram

113

SCHEMATIC DES

SITE PLAN SCALE: NTS

CC

EXISTING BIODIGESTERS Collected Water Drained through Channel @ ret. wall

EXISTING LATRINE KITCHEN/ FLEX

EXISTING CLINIC

NEW RETAINING

Building Pads WALLS Extend Space

BB

AA 1

Amphitheater Style Seating for Group Talks

atre g

EXISTING CLINIC

NEW ACCESS RD

~50 persons

Ret. Wall @ PL, Beyond

Rt. 3

Mountain View Ret. Wall

Terraced Ramp Landings

g Existin

Collapsible Doors to Flex; Control Ventilation and Privacy

NEW 3-STORY BUILDING

Topo

Collected Water Drained through Channel @ ret. wall

NEW Building Pads Extend Space RETAINING WALLS

KITCHEN/ FLEX

1 Amphitheater Style Seating for Group Talks

PRIV. COURT

NDARY

NEW 1-STORY BUILDING ~50 persons

STE

SECTION BB

STE

2'-0"

NAT

RESIDENTIAL Infill o g Top

Existin

Mountain View

ope to Valley View to Mtns

Ret. Wall

Ret. Wall

Corrugated Metal Roof Applied to Sleepers Over Metal Trusses

shaded

INTERIOR COURT 20'-0"

20'-0"

4'-10"

20'-0"

6'-10"

6'-10"

4'-10"

3

2'-0"

STE

3'-0"

STE

SECURITY New Entry Gate AREAand Border Wall

Clerestory

Clerestory

showcase

Open Plaza; Parking

Ret. Wall @ PL, Beyond

Rt. 3

Infill Entry g Topo

Gate/ Wall Extended

Existin

Flex Building Pad Grvl

Collapsible Doors to Flex w/ Crafted Metal Grill Above Ret. Wall Extending and Stepping Slabs Water collected @ InteriorGrey Court

Excavate Space/Kitchen

Open Plaza; Parking Entry Gate/ Wall

ARCHITECTURAL Collapsible Doors to Flex Space/Kitchen w/ Crafted Metal Grill Above Extending and Stepping Slabs @ Interior Court

from roof feed stacked toilets; gravity fed

3

BR

SIM Balcony

INTERFACE/ SECURITY AREA

12'-0"

BR

Building Pads Extend Space

Balcony

12'-0"

7'-0"

2

7'-0"

SIM

2 SIM

Exist. Filter Building

KITCHEN

BR

2'-0"

interaction

Rt. 3

STE

Clerestory Extended Flex Building Pad Grvl

Site-Cast 20” Sq. Concrete INTERFACE/ Columns, Plaster Finish

12'-0"

RESIDENTIAL

SHOPS/LABS

Building Pads Extend Space

SIM Clerestory

CC

4'-10"

Site-Cast 20” Sq. Concrete Columns, Plaster Finish STE

Grey Water collected from roof feed stacked toilets; gravity fed

Site Plan

20'-0"

Mountain View

Collapsible Doors to Flex; Control Ventilation and Privacy

g Topo

Existin

18'-0"

Rt. 3

Excavate

20'-0"

6'-10"

interaction

ADMIN

Ret. Wall @ PL, Beyond

N

Terraced Ramp Landings

NEW OPEN CANOPY

20'-0"

6'-10"

2'-0"

SHOPS/LABS

13'-0"

~50 persons

2'-0"

TE 3 L ROU

IONA

2'-0"

Amphitheater Style Seating for Group Talks

20'-0"

4'-10"

12'-0"

1

Clerestory

13'-0"

Mountain View

Corrugated Metal Roof Applied to Sleepers Over Metal Trusses

shaded

INTERIOR

COURT ACCESS CONTROL Ret. WallGATES @ PL, Beyond

20'-0"

12'-0"

Clerestory

Collapsible Doors to Flex;

Control Ventilation and Privacy EXIST. RES.

2'-0"

Building Pads Extend Space

ADMIN KITCHEN/ FLEX

ASEMENT

Clerestory

SCALE: NTS showcase

18'-0"

OUND FLOOR

Collected Water Drained through Channel @ ret. wall

Rt. 3

Site-Cast 20” Sq. Concrete Columns, Plaster Finish

interaction

SCALE: NTS

PRK

3'-0"

SECTION AA

g Topo

Existin

OPEN PLAZA 3'-0"

RESIDENTIAL

Wall 4'-10"

EXIST. FILTER BUILDING

12'-0"

OND FLOOR

Clerestory

2'-0"

ZAMNI LASANTE CAMPUS

BB Ret.

20'-0"

Terraced 6'-10" Ramp Landings

12'-0"

20'-0" 6'-10"

RTY BO U

20'-0" 4'-10"

PROPE

COURT

20'-0"

Ret. Wall @ PL, Beyond

Corrugated Metal Roof Applied to Sleepers Over Metal AA Trusses

Mountain INTERIORView shaded

Ret. Wall @ PL, Beyond

Rt. 3

Extended Flex Building Pad Grvl

Excavate Ret. Wall

Grey Water collectedStructure @ New Canopy from roof feed stacked FilterfedBuilding, Flex toilets; gravity Community Space with Gravel Landscaping 3 SIM

Exist. Filter

GIS ADMIN

12'-0"

FLEX

WAR

Solar-powered fans assist passive ventilation DESKS

Existin

g Topo

Mountain View

New Access Road and Retaining Wall

conditioned

GIS ADMIN

Existin

FLEX

WAR

o DESKS

Mountain View

New Access Road and Retaining Wall

conditioned

7'-0"

2 SIM

KITCHEN

BR Solar-powered fans assist passive ventilation

SCALE: NTS

Site Section CC Rt. 3

GIS New Canopy Structure @ Filter Building, Flex Community Space with Gravel Landscaping

Entry Gate/ Wall

Balcony

INTERFACE/ SECURITY AREA Building SECTION CC

Solar-powered fans assist passive ventilation

BR

g Top

BR

Building Pads Extend Space

Open Plaza; Parking

Collapsible Doors to Flex Space/Kitchen w/ Crafted Metal Grill Above Extending and Stepping Slabs @ Interior Court

KITCHEN

New Canopy Structure @ Filter Building, Flex Community Space with Gravel Landscaping

g Topo

Existin

Rt. 3

New Entry Gate and Border Wall

Rt. 3

Infill

13'-0"

SHOPS/LABS

12'-0"

Exist. Filter Building

2'-0"

Mountain View

Entry Gate and Border Wall

showcase

18'-0"

New ADMIN

Clerestory

ADMIN

FLEX

WAR

Mountain View

Existin

g Topo DESKS conditioned

New Access Road and Retaining Wall

ARCHITECTURAL

114

Retaining Wall

Retaining Wall

NEW ACCESS ROAD

Access to Outdoor Platform/ Road

NEW ACCESS ROAD DS DS

DS DS

LAB 1 LAB Mech.

Mech.

Access to DS Outdoor Platform/ Road

1

DS

Vestibule

Retaining Wall

BASEMENT SCALE: NTS BASEMENT

Retaining BR Wall

Closet

DS

OUTDOOR SHOP

INDOOR Tools Access to Outdoor Platform/ Road SHOP

NEWDRY ACCESS LAB ROAD NEW ACCESS ROAD DRY LAB DS

OUTDOOR SHOP

HOT DESKS Retaining Wall HOT DESKS Tools

Lab Vestibule Vestibule

Stor.

DS

Retaining Wall

LAB 2 Lab Vestibule

Stor.

DS

DS

DS

LAB 2

BR

INDOOR DS SHOP

Access to Outdoor DSPlatform/ Road

SCALE: NTS

DS

Closet

DS

DS LAB 1 LAB 1 Mech.

Mech.

DS BACKFILL LAB 2

Lab Vestibule

HOT DESKS

Lab Vestibule

Stor.

OUTDOOR SHOP

HOT DESKS

LAB 2 BACKFILL

Stor.

DS

DS

OUTDOOR SHOP

Retaining Wall

Tools Retaining Wall

Vestibule

Basement Floor Plan

DRY LAB

INDOOR SHOP

Tools Vestibule Closet

DRY LAB

T C

BR

BR

TTL CO

INDOOR Retaining Wall SHOP

Closet

-23.5’

Retaining Wall

BACKFILL

NEW ACCESS ROAD

DS

Retaining Wall

Retaining Wall

DEMONSTRATION AREA/ HANG-OUT

A/C

Intern Desks NEW ACCESS ROAD

GIS LAB

BR O2 DS

Retaining Wall

Access Control

A/C

DS

WAR -2.5’

-1’

A/C

Access to Outdoor Platform/ Road

DS

DS

Access to Outdoor DSPlatform/ Road

DS LAB 1 LAB 1 Mech.

Mech.

Conditioned

LAB 2

HOT DESKS

Lab Vestibule

Stor.

OUTDOOR SHOP

HOT DESKS

Lab Vestibule

OUTDOOR SHOP

Retaining Wall

Vestibule

DRY LAB

HVAC Chase INDOOR SHOP

Tools

Vestibule

Closet

DRY LAB

DS

Retaining Wall

Tools

BR

BR

INTERFACE

Clothes Hanger

1 W

2

MEN

W

2 2

4

3 4

3

6 desks

-23.5’

MEN

Outdoor Condenser Unit, Below Outdoor Condenser Unit, Below

Intern Desks

KITCHEN

O2

-2.5’

1:12

-2.5’

DS

Retaining Wall

INTERFACE

Visual Checkpoint

INTERFACE

OUND : NTS UND

Roof OH

Entry Pad

2

3

4

5

6

7

Gutter to Grey Water Cisterns 3:12

Gutter to Grey WatertoCisterns Gutter Drainage

3:12

Gutter to Drainage 1:12

Corrugated Metal Roof 1:12 over Steel Fabricated Trusses DS Corrugated Metal Roof 1:12 over Steel Fabricated Trusses

Gutter to Drainage

1:12

DS 3:12 3:12

DS

DS

DS

Gutter to Grey Water Cisterns

DS Corrugated Metal Roof 3:12 over Steel Fabricated Trusses

Corrugated Metal Roof 3:12 Over Steel Fabricated Trusses

Corrugated Metal Roof 3:12 over Steel Fabricated Trusses

Corrugated Metal Roof 3:12 Over Steel Fabricated Trusses

3:12

Gutter to Grey Water Cisterns Gutter to Drainage

3:12 Gutter to Drainage

DS

Gutter to Drainage Gutter to Drainage

DS

DS

DS 3:12

CMU Breeze block Masonry Infill Wall

Slope to Valley View to Mtns

DS DS Corrugated Metal Roof over Steel Fabricated Trusses

Corrugated Metal Roof over Steel Fabricated Trusses

3:12 3:12

ROOF SCALE: NTS ROOF

SCALE: NTS

View to Mtns

1

Roof OH

1:12

3:12

CMU Breeze block Masonry Infill Wall

View to Mtns

115

Roof OH Opportunity to Condition

1:12

Corrugated Metal Roof Over Steel Fabricated Trusses

Gutter to Drainage

KITCHEN

Ramps down to New Access Rd

dditional beds needed may be achieved w/ bunk beds oms allow for passive ventilation; al beds needed may be achieved w/ bunk beds

BASEMENT

KITCHEN

Entry Pad

Roof OH

TS Bedrooms allow for passive ventilation;

Clothes Hanger

FLEX/ MEETING

O’

Retaining Walls @ Basement

Retaining Wall

FLEX/ MEETING

O’

A/C

Sliding Metal Door

Retaining Wall

Retaining Wall

DS

A/C

Sliding Metal Door

Low-lying Vegetation

Slabs Extend Space, Promote Interaction Visual Checkpoint

DS

DS

SCALE: NTS

STE

GROUND FLOOR

Slabs Extend Space, Promote Interaction

10 Steps

OUTDOOR PATIO/ Interior Court EXPERIMENTAL SPACE steps down ground floor b/w-1’ OUTDOOR PATIO/ EXPERIMENTAL SPACE buildings -1’

Terracing Landscaping Stepping Amphitheater Slabs Stepping Amphitheater SlabsCistern Water Collection for Gravity Assisted CisternGrey Water Water at Collection for Restrooms Gravity Assisted Grey Water at Restrooms

SECOND FLOOR

DS

DS

CONF CONF

CMU Infill Site Cast Conc. Column DS Downspout CMU Infill Downspout

SECOND SCALE: NTS SECOND

STE

Landing

Terracing Landscaping

Low-lying Vegetation

10 Steps

Corrugated Metal Roof over Steel Fabricated Trusses Corrugated Metal Roof over Steel Fabricated Trusses

Corrugated Metal Roof Over Steel Fabricated Trusses

3:12

PATIO

-5’

-5’

Low-lying Vegetation

1:12

3:12

10 Steps

10 Steps

Low-lying Vegetation

CL.

Landing

Desks

Facing O2 Rt. 3

BR

CL.

Low-lying Vegetation

Site Cast Low-lying Conc. Column Vegetation

-7.5’

BR

-10’

Desks

GIS LAB

LOUNGE

Landing

GIS LAB

A/C Kitchenette

BR

O1

-17.5’

A/C

Kitchenette

STE

Open to Interior Court Below; encourages interaction; showcase CEDC; Open to Interior enhance passive ventilation Court Below; encourages interaction; showcase CEDC; enhance passive ventilation

Landing

Landing

-12.5’

-12.5’

DS

DEMONSTRATION AREA/

Intern Desks

O1

-17.5’

DS

DS

A/C

CL.

A/C Access Control ADA Ramp Plumbing Cavity Access Control Conditioned Plumbing Cavity

Opportunity to Condition

Landing

HANG-OUT BUILDING 1 BUILDING 2 -7.5’ WAR DEMONSTRATION AREA/ Open Air Community Labs, PATIO Admin, Residential HANG-OUT Center / Interface BR -10’

ADMIN/ ADA

r t

20’ SQ. BAYS

WAR

ADMIN/ ADA

Outdoor ser Unit

View to Mtns

View to DS Mtns

DS DS

STE STE

enhance passive ventilation KITCHEN LOUNGE CL. STE

desks

MEN

Second Level Floor Plan

PROGRAM ORGANIZATION -23.5’

LEGEND KEY

CL.

5 sinks

EXPERIMENTAL ROOFTOP

Retaining Wall

CMU Breeze block Masonry Infill Wall

ADA Ramp KEY LEGEND

EXPERIMENTAL ROOFTOP

Retaining Wall

DS

CL.

View to LOUNGE Mtns

CMU Breeze block Masonry Infill Wall

Open patio overlooking Mountains Open patio overlooking Mountains

HVAC Chase Open patio Opportunity to Condition Conditioned overlooking DS -X’ Slab Height Mountains 6 7 Open to Interior HVAC Chase Roof OH Open patio Court Below; encourages overlooking Opportunity to Condition interaction; showcase CEDC; -X’ Slab Height 7 enhance passive ventilation Mountains Roof OH Open to Interior Court Below; encourages STE interaction; showcase CEDC;

5

5

5 sinks

D

D W WMN

desks

MEN

1

KITCHEN KITCHEN

STE

CL.

View to LOUNGE Mtns CL.

KITCHEN

WMN

BACKFILL

DS

Entry Pad

7

TTL FP 4,000 SQFT COND. 0 SQFT

DS

Entry Pad

6

5

TTL FP 4,000 SQFT COND. 0 SQFT

NEW ACCESS ROAD DS

FLEX/ MEETING

7

KITCHEN

1

EXPERIMENTAL ROOFTOP

TTL FP 4,000 SQFT COND. 0 SQFT

Slab Height

20’ SQ. BAYS

FLEX/ MEETING

View to

desks

EXPERIMENTAL ROOFTOP

Clothes Hanger

4

3

5 sinks

D

Bedrooms allow for passive ventilation; 5 sinks additional beds neededWMN may be achieved W D w/ bunk beds Bedrooms allow for passive ventilation; additional beds needed may be achieved WMN w/ bunk beds

TTL FP 4,000 SQFT COND. 0 SQFT

SCALE: NTS BASEMENT

Retaining Wall

A/C

6

5

Retaining Wall

Terracing Landscaping Stepping Amphitheater Slabs Stepping Amphitheater Cistern Water Slabs Collection for Gravity Assisted CisternGrey Water Water at Collection for Restrooms Gravity Assisted Grey Water at Restrooms

Slabs Extend Space, Promote Interaction

Roof OH

Clothes Hanger

Downspout BASEMENT

4

3

CMU Breeze block Masonry Infill Wall

DS

A/C View to O’Mtns

Sliding Metal Door

2

CMU Breeze block Masonry Infill Wall

Slabs Extend Space, Promote Interaction

Low-lying Vegetation

Visual Mtns O’ Checkpoint

INTERFACE

Gravity Assisted Grey Water Water at Cistern Restrooms Collection for Gravity Assisted Grey Water at RestroomsTerracing Landscaping

Retaining Wall

KITCHEN

Low-lying Vegetation Entry Pad

10 Steps

Visual Checkpoint

Sliding Metal Door

1

BACKFILL

NEW ACCESS ROAD

-5’

10 Steps

-1’

-7.5’

Retaining Wall

BR FLEX/ MEETING

DS

-1’

Landing

KITCHEN

Entry Pad

DS DS

DS

Landing

Landing

-7.5’

PATIO

10 Steps

Roof OH

Closet

-X’

CONF CONF

Clothes Hanger

SCALE: NTS

INDOOR SHOP

-5’

Terracing Landscaping Stepping Amphitheater Slabs Stepping Amphitheater Cistern Water Slabs Collection for

Landing

Slabs Extend Space, Promote Interaction

BR FLEX/ MEETING

Roof OH Low-lying Vegetation

DSRoof OH

Ground Level Floor Plan

CMU Infill

DS

DS

O’ A/C 10 Steps

Low-lying Vegetation

-2.5’

O2

additional beds needed may be achieved OUTDOOR PATIO/ w/ bunk beds EXPERIMENTAL SPACE Retaining Wall Bedrooms allow for passive ventilation; additional beds needed may be achieved w/ bunk beds Retaining Wall

DS

DS

DS LAB 2

Stor.

-2.5’

O2

-10’A/C

INTERFACE Sliding Metal Desks GIS LABDoor Desks Sliding Metal Door

PATIO

DS

A/C

Kitchenette

Slabs Extend Space, Promote Interaction

Low-lying Vegetation

Terracing Landscaping

Landing

Landing

-17.5’

-12.5’

Low-lying Vegetation

DEMONSTRATION AREA/ 10 HANG-OUT Steps Visual Checkpoint DS INTERFACE -10’ GIS LAB Visual O’ Checkpoint

DS Kitchenette

-17.5’

-12.5’

DS

10 DEMONSTRATION -5’Steps AREA/ HANG-OUT DS DS

Low-lying Vegetation

WAR

BR DS

10 Steps-5’

DS

-23.5’

-23.5’

10

Low-lying Vegetation

DS

SCALE: NTS

Site Cast Conc. Column

Plumbing Cavity

View to Mtns

Steps View to DS Mtns

20’ SQ. BAYS Desks

-2.5’

DS

Retaining Wall

NEW ACCESS ROAD NEW ACCESS ROAD DS

BR

O1 O1

-7.5’

BR

-10’

20’ SQ. BAYS Desks

GIS LAB

DS

OUTDOOR PATIO/ EXPERIMENTAL SPACE Bedrooms allow for passive ventilation;

Low-lying Vegetation

ADA Ramp

PATIO PATIO

-10’

A/C Kitchenette

DS

-1’

LEGEND KEY

-12.5’ Landing -7.5’

DS

DEMONSTRATION AREA/ HANG-OUT

Kitchenette

Intern Desks ADMIN/ CONF ADAOUTDOOR PATIO/ EXPERIMENTAL SPACE Intern Desks ADMIN/ OUTDOOR PATIO/ ADA EXPERIMENTAL BR SPACE

GROUND SCALE: NTS GROUND

-17.5’ Landing -12.5’ Landing

DS

DS

Intern Desks

Outdoor Condenser Unit, O1 O2 Below Outdoor CONF Condenser Unit, Below

Retaining Wall

20’ SQ. BAYS

Retaining Wall

BR NEW ACCESS ROAD DS

Outdoor Condenser Unit

View to Mtns

DS

DS

WAR

O1

Outdoor Condenser Unit

DS

WAR

ADMIN/ ADA

Outdoor Condenser Unit

DS

DS

Outdoor Condenser Unit, Below Outdoor Condenser Unit, Below ADMIN/ Outdoor ADA Condenser Unit

View to Mtns

20’ SQ. BAYS

DSROAD NEW ACCESS

Landing

-23.5’ Landing -17.5’ Landing

BACKFILL

Open patio overlooking Mountains Open patio overlooking Mountains

Roof Plan

ARCHITECTURAL ARCHITECTURAL

Gutter to Dr

Gutter to Drain

2'-0"

Clerestory

SCALE: NTS

Ret. Wall @ Collected Water Drained through Channel @ ret. wall

PL, Beyond

12'-0"

RESIDENTIAL

SECTION AA

Rt. 3 ADMIN KITCHEN/

Building Pads Extend Space

Cleresto

18'-0"

FLEX

Mountain View Collapsible Doors to Flex; Amphitheater Control Style Seating for Ventilation and Privacy

1 2'-0"

Topo

STE

2'-0"

ter g for ks

Group Talks ~50 persons

Collected Water Drained through Channel @ ret. wall

Mountain View

Ret. Wall

Terraced Ramp Landings

13'-0"

Building Ret. PadsWall @ PL, Beyond SHOPS/LABS Extend Space Excavate

Rt. 3

KITCHEN/ FLEX

Collapsible Doors to Flex; Control Ventilation and Privacy

1

po ng To Existi Amphitheater Style Seating for Group Talks

Grey Wa from roo toilets; g

~50 persons

Ret. Wall @ PL, Beyond

Corrugated Metal Roof Applied to Sleepers Over Metal Trusses

Mountain INTERIORView shaded

COURT 20'-0"

6'-10"

Ret. Wall

20'-0"

Terraced 6'-10" Ramp Landings

Collapsible Doors to Flex; Corrugated Metal Roof ApControl Ventilation and Privacy plied to Sleepers Over Metal Trusses

shaded

INTERIOR COURT

opo ting T

Exis

4'-10"

Section AA

20'-0"

20'-0"

20'-0"

4'-10"

Rt. 3

20'-0"

6'-10"

6'-10"

4'-10"

3

SIM

Exis

3'-0" 12'-0"

3'-0"

Exist. Filter Building

20'-0" 6'-10"

2'-0"

SHOPS/LABS

Water collected oof feed stacked ; gravity fed

Corrugated Metal Roof Applied to Sleepers Over Metal Ret. Wall @ PL, Beyond Trusses

4'-10"

Ret. Wall @ PL, Beyond Infill

o

g Top

2'-0"

STE

STE

Rt. 3

Rt. 3

Site-Cast 20” Sq. Concrete Extended Flex Columns, Open PlasterPlaza; Finish Building Pad Grvl Parking 3'-0"

Excavate

Ret. Wall

interaction

Clerestory Collapsible Doors to Flex Space/Kitchen Ret. Wall @w/ PL,Crafted Beyond Metal Grill Above Extending and Stepping Slabs @ Interior Court

Clerestory Extended Flex Open Plaza; Grey Water collected Building Pad Grvl New Parking Canopy Structure @ from roof feed stacked FilterfedBuilding, toilets; gravity Infill Flex Entry Gate/ Community Space Topo with xisting Wall Extended Flex Gravel ELandscaping Open Plaza; Collapsible Doors to Flex Building Pad Grvl Parking Excavate Space/Kitchen w/ Crafted BR Balcony 3 Ret. Metal Grill Above Building Pads SIM Wall Collapsible Doors to Flex Extend Space Extending and Stepping Slabs Space/Kitchen w/ Crafted 2 INTERFACE/ Metal Grill Above SIM Grey Water collected @ Interior Court SECURITY 12'-0"

Exist. Filter Building

SECTION CC Section BB

Rt. 3 Building Pads

BR 12'-0"

SIM Balcony

INTERFACE/ 7'-0"

Building Pads Extend Space

Rt. 3

Existi

ng To

Entry Gate/ Wall

BR

KITCHEN

3

7'-0"

Entry Gate/ Wall

Extending and Stepping Slabs @ Interior Court

from roof feed stacked AREA toilets; gravity fed

SCALE: NTS

Rt. 3

20'-0"

6'-10"

12'-0"

18'-0"

Mountain View

New Entry Gate nd Border Wall

20'-0"

4'-10"

showcase

ADMIN

Ret. Wall

20'-0"

showcase INTERIOR COURT

SECURITY New Entry AREAand Borde

Clerestory

shaded

2'-0"

12'-0"

SHOPS/LABS RESIDENTIAL Infill

opo ting T

interaction

Existin

13'-0"

Clerestory

STE

Clerestory

Entry Gate and Border Wall 2'-0"

Mountain View

18'-0"

New ADMIN

showcase

Clerestory

STE

Site-Cast 20” Sq. Concrete INTERFACE/ Columns, Plaster Finish

12'-0"

interaction

SCALE: NTS

13'-0"

tory

2'-0"

SECTION BB

12'-0"

RESIDENTIAL

STE

Site-Cast 20” Sq. Concrete Columns, Plaster Finish

2'-0"

Clerestory

BR 12'-0"

GIS

Solar-powered fans assist passive ventilation

Balcony

116

7'-0"

FLEX

2 Mountain

po

corridor

Sloping Roofs Collect Water Ventilation Corridor

EXIST.

PRIVATE Three-Story Residential Above Working Below Canopoy Extends to Plaza

PUBLIC EXIST.

E

UT

RO 3

Program Analysis

PROJECT DEVELOPMENT BUILDING 2 Corrugated Metal Roofing Panels

BUILDING 2 BUILDING 1

Corrugated Metal Roofing Panels

Metal Roofing Purlins Roofing Panels Truss Systems Corrugated Metal Roofing

Metal Roof Purlins

Varying Natural Live Loads (Rain, Leaves, etc.)

Corrugated Metal Roofing Panels Lateral Truss Bracing

Distributed Roof Load (Corrugated Metal)

Metal Roof Purlins BUILDING 1

Lateral Truss Bracing

Lateral Truss Bracing Roofing Truss System

Load Distribution Through Truss Memebers

Metal Roofing Purlins

Load Distribution along Beam

Roofing Truss Systems Lateral Truss Bracing 1’ - 8” x 1’ - 8” Reinforced Concrete Columns 1’ Deep Reinforced Concrete Slab Concrete Concrete Strip Foundation 1’ - 8” x 1’ - 8” Reinforced Columns 1’ Deep Reinforced Concrete Slab

Roofing Truss System 1’ - 0” x 1’ -0” Concrete Joist

Load Distribution along Beam

1’ - 0” x 1’ -0” Concrete Joist 1’ - 8” x 2’ - 0” Reinforced Concrete Beams 1’ - 8” x 1’ - 8” Reinforced Concrete Columns

Concrete Strip Foundation

EXPLODED AXONOMETRIC VIEWS

Distributed Floor Load (Cast Concrete)

1’ - 8” x 2’ - 0” Reinforced Concrete Beams

8” Concrete Slab 1’ - 8” x 1’ - 8” Reinforced Concrete Columns

Load Distribution Down Concrete Column

Distributed Floor Load (Cast Concrete)

1’ - 8” Wide Retaining Wall 8” Concrete Slab Spread Foundation Typ 1’ - 8” Wide Retaining Wall

Spread Foundation Typ

All Loads Distributed through Footing into the Ground

LOAD TRACING DIAGRAM

Structural Diagrams

117

STRUCTURE

Air Handling Unit

MENT R PLAN

Return Vent/ Lower Location

Return Duct Chase

G

6” = 1’

Condenser Unit

P

Ductless Mini-Split Condenser Unit

Return Duct Supply Duct Air Handling Unit

MENT R PLAN

Return Vent/ Lower Location

Return Duct Chase

6” = 1’

G

Beam mounted Fans assist Passive Ventilation Section Through Bedrooms, NTS

Condenser Unit Return Duct

P

Ductless Mini-Split Condenser Unit

Supply Duct

ND R PLAN

NOTE: Most Conditioned Admin Spaces designed to be used sparingly / selectively as needed

6” = 1’

Beam mounted Fans assist Passive Ventilation Conc. Slab w/ Exhaust Section Through Fans Over Shower StallsBedrooms, NTS

ND R PLAN

Opportunity to Condition via (2) Through-the-Wall Units Beam mounted Fans assist Passive Ventilation

6” = 1’

Optional - Through the Wall Packaged Units Second Floor - Bedroom Suites Conc. Slab w/ Exhaust Fans Over Shower Stalls

G

NOTE: Most Conditioned Admin Ductless Spaces designed to be used Mini-Split sparingly / selectively as needed Condenser Unit

P

Opportunity to Condition via (2) Through-the-Wall Units Beam mounted Fans assist Passive Ventilation

EMS ILE

Ceiling Mounted Ductless Mini-Splits Ground OptionalFloor - Through the Administration, Wall Packaged ADA Units Bedroom, War- Room Second Floor Bedroom Suites 5-Ton Forced Air CAC Heat Pump Basement - Wet Labs and Dry Labs, Outside Condenser Unit

EMS ILE

Ceiling Mounted Ductless Mini-Splits Ground Floor Administration, ADA Bedroom, War Room BASEMENT 5-Ton Forced Air CAC Heat Pump Basement - Wet Labs and Dry Labs, Outside Condenser Unit GROUND FLOOR

Mechanical Systems Overview BASEMENT SECOND FLOOR Percentage of occupied hours where illuminance

Ductless Mini-Split Condenser Unit

Conditioned Packaged Throug-the-Wall

Ceiling Mounted Ductless Mini-split Supply Duct

G

Beam Mounted Ceiling Fan Return Duct

P

Exhaust Fan

ENERGY LOAD CALCULATIONS Load Unit Total x Use Hrs x Use Days / Days Watt QTY Description Watts Watts per Day per Week per Week Hours AC 8 7 7 28000 HVAC (5 ton) 3500 1 3500 5 7 14143 660 6 3960 5 Mini-Splits Ceiling Mounted Beam Mounted Conditioned 50 3250 13 650 5 7 7 Computer Ductless Mini-split Ceiling Fan 5664 6 7 7 Fluoresc. light 16 59 944 7 7 7200 Window Unit 900 2 1800 4 Packaged 360 Ceiling Fan 30 6 180 3.5 Supply Duct 4 Return Duct 7 Exhaust 1 1450 2 7 7 2900 Clothes Washer 1450 Throug-the-Wall 300 2 7 7 600 Clothes Dryer 300 1 2 7 7 8400 Microwave 1400 3 4200 7 7 780 130 3 390 2 TV ENERGY LOAD CALCULATIONS 7 720 12 360 2 7 Exhaust Fan 30 1200 5 Hrs x Use5 Days 7 4285 Fume Hoods 400 3 Load Unit Total x Use / Days Watt QTY 7 7 8000AC Oven 2000 2 4000 Description Watts Watts per2Day per Week per Week Hours 7 7 3600 Coffee Maker 600 3 1800 2 HVAC (5 ton) 3500 1 3500 8 7 7 28000 22500 4500 1 4500 5 7 7 HotMini-Splits Water Heater 660 6 3960 5 5 7 14143 2 3300 5 7 7 16500 Autoclaves 1650 Computer 50 13 650 5 7 7 3250 5 7 7 6000 ����������� 1200 1 1200 Fluoresc. light 16 59 944 6 7 7 5664 5 7 7 4000 Condenser Unit 800 1 800 Window Unit 900 2 1800 4 7 7 7200 AC Total (W) 34534 AC Avg. Ceiling Fanconnected 30 Watts 6 180 4 3.5 Daily Load 7 (Wh) ~140,000 360 Clothes Washer Clothes Dryer Microwave

1450 300 1400

Fan

A

118

1 1450 2 on conservative 7 *Note: Estimations based use of 7mechanical 2900 systems 1 300 2 7 7 600 3 4200 2 7 7 8400

A

MARCH 21, 8 AM 0%

25%

50%

MARCH 21, 4 PM 75%

100%

*All values extrapolated from Sefaira

Sy

JANUARY

APRIL

OCTOBER

JUNE

*A

Sy

As

G

N Si

M

ID

DA Y

BA

Lo N De ��

Ba

Ba

Ba

Te N

AFTERNOON LIGHT Daylight Analysis

119

MORNING LIGHT

4 5 2

1

3

6 11

CEDC

7

9

8

Clemson Engineers for Developing Countries

CENTER OF EXCELLENCE

for CANGE, HAITI Byron Jefferies + Joseph Whitt

10

PLAZA FACING RT3

1

COMMUNITY INTERFACE AREA

2

INTERIOR COURT

3

INTERN KITCHEN AND LIVING

4

INTERN BEDROOMS

5

GIS STATION

6

FLEX / DEMONSTRATION AREA

7

WORKSHOP/MAKERSPACE

8

HOT DESKS / WORKING LAB

9

NEW ACCESS ROAD 10 RAMPS AND TERRACED PATIOS 11

Section Perspective Illustration

120

1

2

WALL SECTION 2

20'-0" Standard Bay Dimension

SCALE: 3/4� = 1’

3:12 sloped Corrugated Metal Roof over OSB sheathing over fabricated metal purlins @ 5' minimum O.C

Provide aluminum (or equivalent) drip cap over waterproofing and sheathing

Latex Paint

Pre-Fabricated Tube Steel Lateral bracing between ea. truss

Stucco Renering Pre-Fabricated Tube Steel Trusses @ 6'8" O.C., Chords @ 4" Square Sections, Web Lateral Re-inforcements @ 2" Sections

Rigid Inuslation (vapor semi-permeable) INTERIOR

CMU Block Wall, typ.

Fabricated Metal Truss Bearing Plates

Pre-Fabricated Tube Steel Trusses @ 6'8" O.C., Chords @ 4" Square Sections, Web Lateral Re-inforcements @ 2" Sections

Metal Channel

20" SQ. Re-inforced Site Cast Concrete Beam

1:12 sloped Corrugated Metal Roof over OSB sheathing over fabricated metal purlins @ 4'8" minimum O.C

Gypsum Board Latex Paint

Tooled regelet at beam Continous aluminmum flashing

EXTERIOR

8" CMU bond beam, typical Continuous aluminum flashing over truss and sheathing Fabricated Metal Truss Bearing Plates

Fabricated Metal Truss Bearing Plates

Continuous insect screen attached to 2x6 sleepers below truss

8" CMU bond beam, typical

14'-0"

8" CMU bond beam, typical

Stick framed louver, 2x6 framed with 1x4 louvers @ 45 deg. provide 2" spacing and insect sceen

BEDROOM

9'-1"

Drip Reveal at overhang

8" Deep Pre-Cast Concrete Column cap, provide 2" overhang and minimum 41" per foot slop

7'-8"

8" Deep Pre-Cast Re-inforced Concrete Header at all Doors, provided minimum 2" CMU Overhange and Tooled Edge away from interior 8" CMU bond beam, typical Stick framed louver, 2x6 framed with 1x4 louvers @ 45 deg. provide 2" spacing and insect sceen

Locally crafted louver doors, provide insect screening within

Apply gypsum board to block to bottom of louver

Locally crafted metal top and bottom rail with vertical pickets 8" re-inforced concrete slab, slope minimum 41" per foot

BATHROOM

8" CMU partition wall, typical

Concrete Expansion Joint and Sealant, Typical

20" SQ. Re-inforced Site Cast Concrete Beam

8" re-inforced concrete slab

7'-0 1/4"

Drip Reveal at overhang Structural Beam, beyond Passive Ventilation Clerestory

4" re-inforced concrete slab topper slab poured with slope minimum 41" per foot

Site cast concrete column, beyond flashing over IPO water-tight membrane, continous

provide cricket at roof opening

pre-cast concrete header, provide 6" overhang and sloped edge

Latex Paint over Gypsum Wall board over 21" Air Barrier over 4" rigid insulation (R-20) applied to slab

aluminum (or equal) gutter fastened to pre-cast concrete header

Ductless Mini-Split, Ceiling recessed unit, install per manufacturer's instructions 8" CMU partition wall, typical

Latex Paint over Gypsum Wall board over 21" Air Barrier over 1.5" rigid insulation applied to block

Stucco termination flashing, typical Latex Paint over Stucco applied directly to block, typical

Latex Paint over Gypsum Wall board over 21" Air Barrier

Latex Paint over Gypsum Wall board over 21" Air Barrier Site cast concrete column, beyond

Stucco termination flashing, typical

12'-11 3/4"

Gypsum wrap at Window Head

Locally crafted louver doors and metal clerestory screen hung in tube steel frame Steel or equal sliding window, installed per manufacturer's intruction Pre-cast concrete sill plate, sloped minimum 41" per foot over stucco termination flashing, typical

Solid Surface Sill over Blocking at window

Latex Paint over Stucco applied directly to block, typical

LARGE CONFRENCE ROOM

ADMIN FLEX ROOM

Latex Paint over Gypsum Wall board over 21" Air Barrier over 1.5" rigid insulation applied to block

Flashing ran under stucco finish over tooled edge at footing towards exterior, minimum 41" per foot

Base Board, Typical 8" re-inforced concrete slab

20" SQ. Re-inforced Site Cast Concrete Beam Drip Reveal at overhang Exposed Ductwork suspended from Ceiling Stucco termination flashing, typical

Install Louver Vent at Fume Hood Exhaust

14'-7 1/2"

Latex Paint over Gypsum Wall board over 21" Air Barrier over 1.5" rigid insulation applied to slab

8" CMU block wall, centered on concrete column

Exhaust Fume Hood, beyond, ducted through roof slab above Latex Paint over Stucco applied directly to block, typical

Latex Paint over Gypsum Wall board over 21" Air Barrier over 1.5" rigid insulation applied to block

Site cast concrete column, beyond

WET LAB

Aluminum (or equal) downspout, beyond

DRY LAB

MECHANICAL ROOM

Flashing ran under stucco finish over tooled edge at footing towards exterior, minimum 41" per foot Finished Exterior Grade minimum 2" below finished slab, slope minimum 41" per foot

Return Vent, beyond

Perforated PVC drain at footing perimeter surrounded by compacted gravel base

Footing as Required, See Structural

Footing as Required, See Structural

Footing as Required, See Structural Compacted Earth Sub-Grade

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Wall Section 2

ENVELOPE DESIGN

Center of Excellence | Byron Jefferies + Joseph Whitt

Standard Bay Dimension

Roof over @ 5' m O.C

Provide aluminum (or equivalent) drip cap over waterproofing and sheathing

H

Pre-Fabricated Tube Steel Lateral bracing between ea. truss

ricated Tube Steel Trusses @ 6'8" O.C., Chords @ 4" Square Sections, Web Lateral Re-inforcements @ 2" Sections

1B

Truss System Pre-Fabricated Tube Steel Truss @ 6'-8" O.C.

20" SQ. Re-inforced Site Cast Concrete Beam

20" SQ. Re-inforced Site Cast Concrete Beam

20" SQ. Re-inforced Site Cast Concrete Column, Beyond

20" SQ. Re-inforced Site Cast Concrete Column, Beyond

20" SQ. Re-inforced Site Cast Concrete Beam, Beyond

Eq.

Eq.

SECTION LEGEND Clerestory

Pre-Cast Concrete Bond Beam Cap, Overhang minimum 1", Slope towards exterior minimum 41" per foot

Steel Angle

2

8" CMU Bond Beam, typcial 8" CMU, beyond, see elevation detail for spacing

8" CMU, beyond

Tooled Grout at Edge of Block for Proper Drainage

COMMUNITY KITCHEN & FLEX

8" CMU, centered on conc. columns, see elevation detail for spacing

8" CMU, centered on conc. columns, see elevation detail for spacing

3

Anchor Bolt

2'-2"

Wood Cabinets attached to 1x furring, typical

2'-0"

Steel Framed Double Accordion Doors, Beyond

1" Thick Concrete. Countertop and Backslash

Tooled Edge at footing towards exterior, minimum 41" per foot

Concrete Expansion Joint and Sealant, Typical

4" Re-inforced Site-Cast Concrete Turn-Down Slab Over Water-Proofing Membrane Over 4" Compacted Gravel Base

Bearing Plate

Finished Exterior Grade minimum 2" below finished slab, slope minimum 41" per foot

Slab Insulation @ Perimeter, typical

1B 1

Tooled Edge at footing towards exterior, minimum 41" per foot Site Poured Conc.

Base and Countertop Island

Perforated PVC drain at footing perimeter surrounded by compacted gravel base

Finished Exterior Grade minimum 2" below finished slab, slope minimum 41" per foot Perforated PVC drain at footing perimeter surrounded by compacted gravel base

4

5

Footing as Required, See Structural

20'-0"

Footing as Required, See Structural

5'-0"

Standard Bay Dimension Compacted Gravel base at Footing and slab

Compacted Gravel base at Footing and slab

WALL SECTION 1 3'-3"

WALL SECTION 1B

3:12 sloped Corrugated Metal Roof over OSB sheathing over fabricated metal purlins @ 5' minimum O.C

Provide aluminum (or equivalent) drip cap over waterproofing and sheathing

2'-8"

Pre-Fabricated Tube Steel Lateral bracing between ea. truss Flashing over gutter and sheathing

Pre-Fabricated Tube Steel Trusses @ 6'8" O.C., Chords @ 4" Square Sections, Web Lateral Re-inforcements @ 2" Sections

ENVELOPE

1B

20" SQ. Re-inforced Site Cast Concrete Beam 20" SQ. Re-inforced Site Cast Concrete Beam, Beyond

Aluminum (or equal) gutter supported by 2x dimensional lumber spanning between trusses

Fabricated Metal Truss Bearing Plates

20" SQ. Re-inforced Site Cast Concrete Column, Beyond

Eq.

Eq.

Pre-Cast Concrete Bond Beam Cap, Overhang minimum 1", Slope towards exterior minimum 41" per foot 8" CMU Bond Beam, typcial 8" CMU, beyond, see elevation detail for spacing

8" Deep Pre-Cast Re-inforced Concrete Header at all Doors, provided minimum 2" CMU Overhange and Tooled Edge away from interior

COMMUNITY KITCHEN & FLEX

11'-0"

Locally crafted louver doors and metal clerestory screen hung in tube steel frame

Concrete Expansion Joint and Sealant, Typical 6" Re-inforced Site-Cast Concrete Floating Slab Over Water-Proofing Membrane Over 4" Compacted Gravel Base, Slope minimum 41" per foot away from Interior Slab

Concrete Expansion Joint and Sealant, Typical Slab Insulation @ Perimeter, typical

Footing as Required, See Structural

Note: CMU Wall Height Varies, see plans

8" CMU, centered on conc. columns, see elevation detail for spacing

15'-4"

Compacted Earth Sub-Grade

Neoprene Pad

Cast In Place Concrete Column

2'-10"

11'-0"

Note: CMU Wall Height Varies, see plans

8" CMU, inset 2"

Tooled Edge at footing towards exterior, minimum 41" per foot

Concrete Expansion Joint and Sealant, Typical

4" Re-inforced Site-Cast Concrete Turn-Down Slab Over Water-Proofing Membrane Over 4" Compacted Gravel Base

Compacted Earth Sub-Grade

Finished Exterior Grade minimum 2" below finished slab, slope minimum 41" per foot

Slab Insulation @ Perimeter, typical

Perforated PVC drain at footing perimeter surrounded by compacted gravel base

Footing as Required, See Structural

Compacted Gravel base at Footing and slab

Wall Section 1

WALL SECTION 1 122

PERSPECTIVES

PROJECT ABSTRACT

Bird’s Eye

Clemson Engineers for Developing Countries’ mission is to work with local communities in the Central Plateau of Haiti to develop sustainable solutions that improve the quality of life through interdisciplinary student-led initiatives that embody our core values in partnership with Clemson University, non-profit organizations, and industry. Since its inception as an organization, CEDC has been at work in Cange. The most notable project date was theto construction andExcellence operation of View oftoEntrance Center of a sustainable freshwater infrastructure, which provides clean water to some 20,000 people in the area through nine public fountains positioned throughout the town.

The presence of CEDC in Cange continues to evolve and is now beginning to conceptualize their own headquarters, in the form of a Center of Excellence.

Center of Excellence | Jefferies + Whitt CLEMSON UNIVERSITY | COMPREHENSIVE STUDIO | ARCH8920 SPRING 2019 | BYRON JEFFERIES + JOSEPH WHITT

123

Perspective View from Rear

124

Site Model

125

Section Model

126