work

76
WORK BRIAN PATRICK DOHERTY M.Arch University of Texas at Austin

Upload: brian-doherty

Post on 15-Mar-2016

212 views

Category:

Documents


0 download

DESCRIPTION

Brian Doherty Spring 2013 Portfolio

TRANSCRIPT

  • WORKBRIAN PATRICK DOHERTY

    M.Arch University of Texas at Austin

  • BRIAN PATRICK DOHERTY

    5715 Joe Sayers AvenueAustin, Texas 78756 [email protected] 860.304.2448

  • ACADEMIC WORK01. East Havana Kindergarten 6-1102. The Ganzfoort School of Classical Piano 12-1903. Town Lake Viewing Platform 20-2304. The Airport of the Future: Mumbai 24-2905. Neighbor Oriented Development 30-3506. Texas Impact Design 36-4307. West Campus Housing 44-49

    EXPLORATIONS01. Bodies of Light 52-5302. Facade Analysis 54-5503. Architectural Drawing 56-57

    PROFESSIONAL WORK01. Meadow Lane Residence 60-6502. Model Making 66-6703. The Maufrais Urban Farm Projects 68-71

    RESUME 74-75

    WORK

  • ACADEMICWORK

  • ACADEMICWORK

  • 6

    BELOW, LEFT Looking back towards Central Havana from the North end of the site. The steep slope collapses the visual experience to one of foreground and background, reducing the immediacy of East Havana to one of reference.

    BELOW, RIGHT An existing site wall marks this visual boundary as well as a dramatic change in the character of landscape.

    01. EAST HAVANA KINDERGARTENSemester Spring 2012 Critic Cisco Gomes Location Havana, CubaIn collaboration with Karl Gleason

    A kindergarten for East Havana requires consideration not only for the importance of early childhood learning but also the development of the entire barrio, an historically neglected and isolated neighborhood near the heart of Cubas capitol city. The proposal seeks to restore the importance that East Havana once had for both the vitality and identity of the centuries-old city, while at the same time becoming a catalyst for future growth near the school.

    At the top of the site, topography falls away steeply and abruptly to the sea below. From this vantage point one experiences an unusual view; middle ground falls away, collapsing foreground and distant views and obscuring important land and sea markers that connect, both physically and psychologically, Old Havana with East Havana.

    The East Havana Kindergarten reclaims this middle ground. At its low end, the school engages an historical edge of the citys Entrance Canal, overlooking a small inlet created during the construction of the underground tunnel that connects Central and East Havana. At the schools high end, it affords a physical and symbolic connection with a prospective edge - an optimistic face presented towards the growing and developing neighborhood.

  • East Havana Kindergarten 7

    ABOVE Main Level Plan

    BELOW, LEFT Site Plan showing the relationship of the school to Central Havana across the Canal de Entrada

    BELOW Final Model

  • 8

    The building organizes program sectionally to address site conditions and negotiate the conceptual grain of the project. Shared program creates a threshold condition between the public and the school. An educational research foundation is accessed from the top of the site, while the school is accessed within the middle ground of the project. The building takes advantage of the slope, providing a service entry further down the hill and beneath the main entry.

    Individual classrooms are located across a play yard from this administrative wing of the building. Each classroom occupies its own elevation and connects visually to the specific and lush landscape beyond. While individually unique, each is visually connected to adjacent classrooms through clerestory glazing and a spine of beams and skylights.

    Circulation between shared programs and individual classrooms creates a pattern of movement always bracketed by timeunderstanding of a past, promise of a future. A peeling away of layers of construction along the traversed paths of the School heightens awareness and celebrates the rich contexts of East Havana that gave the city life. More importantly, it reveals an intrinsic value held by East Havana through learning and early childhood development, a beginning for generations of growth and pride in one of Havanas most storied neighborhoods.

    FOUNDATION

    ENTRY

    SCHOOL

    ENTRY

    SERVICE ENTRY

    CONCEPTUAL ORGANIZATION OF SITE

    PROGRAM ORGANIZATION

    SECTIONAL ENTRY, SPATIAL LAYERING, AND CIRCULATION

    CONCEPTUAL GRAIN

    ARCH

    ITECTU

    RAL G

    RAIN

    FoundationAdmin/SupportCommunal SpacesIndividual Spaces

  • East Havana Kindergarten 9

    ABOVE Series of Longitudinal sections

    BELOW View across courtyard towards classrooms

  • 10

    Scale:Date:

    EAST HAVANA KINDERGARTENHavana, Cuba

    Karl Gleason. Brian Doherty. A601Perspectives05.10.12

    A5018

    A5017

    A5019

    A5016

    ----

    EXPANDED ALUMINUM MESH SCREEN

    STAINLESS STEEL CLIPS

    1/4" INTEGRALLY COLORED CEMENT COMPOSITE PANEL

    HAT CHANNELS

    PLYWOOD SHEATHING

    6" STEEL STUDS

    BATT INSULATION

    5/8" GYP. BOARD, PAINTED

    INVERTED ROOF PANELS

    ROOF MEMBRANE

    1" RIGID BOARD INSULATION

    1 1/2" STEEL DECK

    SUSPENDED 5/8" GYP. BOARD CEILING

    3/4" TONGUE AND GROOVE HARDWOOD FLOORING

    3/4" TONGUE AND GROOVE PLYWOOD SUBFLOOR

    1X3 TREATED WD. SLEEPERS @ 16" O.C.

    STEEL DECK WITH CONCRETE TOPPING

    BATT INSULATION

    3 1/4" STEEL STUD

    1/2" PLYWOOD SHEATHING

    OAK SOFFIT ON FURRING STRIPS

    1/4" INTEGRALLY COLORED CEMENT COMPOSITE PANEL

    HAT CHANNELS

    1/2" PLYWOOD SHEATHING

    3 1/4" STEEL STUDS @ 16" O.C.

    BATT INSULATION

    5/8" GYP BOARD, PAINTED

    AIR BARRIER

    AIR BARRIER

    2 - Upper Level A14' - 6"

    Main Level-0' - 2"

    A50112

    A50111

    A50113

    A50110

    CAST IN PLACE CONCRETE STRIP FOOTING

    PERFORATED DRAIN PIPE

    CRUSHED GRAVEL

    FILTER FABRIC

    DRAINAGE MAT

    2" RIGID INSULATION BOARD

    WATERPROOF MEMBRANE

    WATERPROOF MEMBRANE

    8" STRUCTURAL CMU

    2" RIGID BOARD INSULATION

    2" CAVITY

    4" CMU VENEER BLOCK

    12" CMU BOND BEAM

    ALUMINUM WINDOW

    1/2" PLYWOOD SHEATHING

    6" STEEL STUDS @ 16" O.C.

    HAT CHANNELS

    5/8" INTEGRALLY COLORED CEMENT COMPOSITE PANEL

    C 8 X 13.75

    STAINLESS STEEL CLIP

    EXPANDED ALUMINUM MESH SCREEN

    BATT INSULATION

    5/8" GYP. BOARD, PAINTED

    STEEL PLATE CLIP

    HSS 8 X 4 X 3/8" BEAM

    STEEL ROOF DECK

    INVERTED ROOF PANELS

    3 5/8" STEEL STUD

    5/8" INTEGRALLY COLORED CEMENT COMPOSITE PANEL

    METAL COPING

    SUSPENDED 5/8" GYP. BOARD CEILING

    AIR BARRIER

  • East Havana Kindergarten 11

    A5012

    A5011

    Scale:Date:

    EAST HAVANA KINDERGARTENHavana, Cuba

    Karl Gleason. Brian Doherty. 3/4" = 1'-0" A304Wall Section05.10.12

    1/4" STEEL PLATE MULLION REINFORCING

    INVERTED WINDOW MULLION

    LOW IRON INSULATED GLAZING

    3/8" STEEL MULLION REINFORCING

    METAL GUTTER

    STEEL DECKING

    CAST-IN-PLACE CONCRETE BEAM

    PAINTED GYPSUM BOARD

    PULL-DOWN BLIND

    CONCRETE PAVER

    1/4" STEEL PLATE MULLION REINFORCING

    CAST-IN-PLACE CONCRETE FOOTING

    INVERTED WINDOW MULLION

    LOW IRON INSULATED GLAZING

    1 X 4 TONGUE AND GROOVE WOOD FLOORING

    INVERTED ROOF PANEL

    2" CRUSHED GRAVEL

    2" SAND

    A5015

    A5014

    A5013

    INVERTED ROOF PANEL

    SINGLE PLY ROOF MEMBRANE

    1" RIGID BOARD INSULATION

    2" STEEL DECK

    SUSPENDED 5/8" GYP. BOARD CEILING

    CAST-IN-PLACE CONCRETE BEAM

    ROLLER SHADE

    CONCRETE BEAM BEYOND

    CLEAR CHANNEL GLASS

    CONCRETE PAVER

    2" SAND

    4" AGGREGATE

    1 X 4 TONGUE AND GROOVE WOOD FLOORING

    PLYWOOD SUBFLOOR

    1X3 TREATED SLEEPERS

    4" CONCRETE SLAB ON GRADE

    4" GRAVEL

    SUSPENDED OAK SOFFIT ON FURRING STRIPS

    SLIDING DOOR TRACK

    HSS 8 X 4 X 3/8

    CLEAR CHANNEL GLASS SLIDING DOOR FRAME

    TRENCH DRAIN

    W 4X13 DOOR FRAME

    OPPOSITE The building is approached between two ridges in the landscape. The building extends a sense of threshold through its expressed layering.

    The classrooms can be seen beyond, pulling one through the project and the site.

    ABOVE Classrooms open to intimately scaled outdoor areas, extending the space of the school

    into the natural landscape beyond.

  • 12

    The Ganzfoort School of Classical Piano was the culmination of a semester studying the works and ideas of Louis Kahn. The studio began with Kahns idea of the plan as a society of rooms - a polar contrast to the modern conception of the free plan and flowing space. Ideas of Order and Institution were paramount.

    The design creates an alignment of structure and space, using a long spanning folded plate to set the spatial and structural order of the building. A rhythm of servant and served spaces organizes the plan, providing mechanical services, programmatic support, and reflected light to the central spaces.

    The building is approached parallel to its long face beneath the shade of a row of trees. A small pathway leads breaks through the rhythm of the facade into an entry court, created by truncating one of the structural bays. This places the remainder of this truncated bay - the grand living room - as the primary element of the otherwise non-hierarchical arrangement.

    The residence is contained within the two bays to the north, and the school is contained in the bays to the south. Accommodating the change in grade creates a large open room for the school - an area to wait and meet between lessons, to hold receptions, or to perform concerts.

    02. THE GANZFOORT SCHOOL OF CLASSICAL PIANOSemester Spring 2011 Critic Michael Benedikt Location Austin, Texas

  • Ganzfoort School of Piano 13

    ABOVE Site PlanBELOW Site photographs

  • ABOVE The building is approached between the rhythm of the facade and a row of trees.

    BELOW The entry courtyard

  • BELOW, MIDDLE The dining room is lit from above and looks out to the entry court

    BELOW The master living room

  • 16

    0 4 8 32 ft

    Overlapping Zones of Program Modular Organization Structural Bay

  • Ganzfoort School of Piano 17

    FOLDED PLATESTRUCTURAL BAY

    Concrete Shear Wall acts as a diaphragm for the folded plate, allowing the system to resist transverse splaying and lateral loading

    Concrete folded plate spans 64 feet between end shear walls. Top edge is turned up and outer edges are turned down and thickened to move more material away from the neutral axis, as well as to provide more edge support.

    FOLDED PLATE ROOFFolded plate roof structure spans the width of the building between shear wall diaphragms, enclosing served spaces beneath. Each bay is structurally independent.

    PARTITION WALLS

    SERVICE SPACESStructurally independent from the room structure,each core contains environmental services as well as complimentary, service program spaces.

  • 18

  • Ganzfoort School of Piano 19

  • 20

    Located at a curve along the Town Lake running trail, the viewing platform intervenes to stitch together three disjointed areas while providing places for sitting along the water and viewing the lake from above. Situated at a moment where the trail bends up and away from the waters edge to a higher wooded bank, the platform creates a porous threshold, marking a moment of transition along the trail.

    Where the trail splits and moves up the hill, a pathway of varied seating continues along the waterfront, piercing the wall of the platform to create a terraced seating area that engages the lake. A path from the baseball fields above the trail merges with the viewing platform above, visually connecting the users of the fields to the adjacent but visually distant trail and lake while providing people watching and sweeping views of downtown.

    The platform celebrates the variety of this overlooked moment along the trail, engaging what is peculiar and special about each elevation while weaving them together into one cohesisive form.

    LEFT A gentle curve in the town lake trail offers a moment of architectural opportunity

    03. TOWN LAKE VIEWING PLATFORMSpring 2010 Critic Joyce Rosner Location Austin, Texas

  • Town Lake Viewing Platform 21

    ABOVE Site Plan

    BELOW A progression of models investigating threshold conditions and sectional relationships

    between each elevation

  • 22

    VIEWPOINTThe viewing platform has two main viewing areas - one held up above the water at the edge of the treeline, affording views of downtown. The other is at the waters edge, with a more focused, immediate view of the lake.

    UPPER PATHWAYAn elevated pathway connects the baseball field, currently separated from the lake by thick trees, to the waterfront. The pathway turns at the trail, to create an implied axis and a place for watching the motion below.

    LOWER PATHWAYA lower pathway splits with the hike and bike trail, retaining earth to create spots for sitting along the waters edge. The pathway moves through the threshold of the structural frame to arrive at the lower viewing area.

    Circulation Pathways Implied Axes View Points

  • Town Lake Viewing Platform 23

  • 24

    The worlds population is rapidly urbanizing, with a projected 60% of the worlds citizens living in cities by 2025. The scale of these urban centers city is increasingly global, needing connective transit systems on a worldwide scale.

    This creates a spatial conundrum an increased demand for air travel, yet the growing demand upon urban land pushes the airport further and further afield from the population it serves. Airports become metropolises of their own, cast into suburban areas or beyond as unwelcome neighbors.

    The resulting scenario is one of dead-end development, where a significant infrastructural investment is made beyond the city itself, rather than within its boundaries. Passengers are made to travel significant lengths to begin their journey, arriving to a tired procession of lines, frustrations, and anxious waiting. Arriving passengers are given the implication of arrival, yet face the reality of a long, slow drive to the final destination shown on their ticket.

    This project uses Mumbai as a setting to explore the possibilities in this problem. Mumbai is set to be the second largest in the world by 2025. It sits along the western coast of India on a small peninsula of reclaimed land, and due to the breakneck pace of population growth it is rapidly running out of land. The lands at its edges are national forests and marshlands, which are desparately needed for dealing with the intense rains of the monsoon season.

    In response to these physical limitations a problem shared by many cities around the globe planners have attempted to channel growth to the city of Navi Mumbai (New Mumbai) across the bay to the east. However, the bottleneck of only one east west connection between the two cities has dramatically limited the growth of Navi Mumbai, with population numbers significantly below projections.

    The proposed airport is located between these two urban centers, and is accessed only through public transit. This limitation enables a broad rethinking of the spatial sequencing of the airport that overlaps the multiple steps of waiting involved in the airport experience.

    04. THE AIRPORT OF THE FUTUREFall 2011 Critic Vincent Snyder Location Mumbai, IndiaIn Collaboration with Greg Montgomery

  • Airport of the Future 25

    Metro

    Suburban Rail SystemMonorail

    Mountains

    Marshland

    Urbanization

    Open SpaceSeaports and Airports

    0 3 6 15 30 45 km

    REGIONAL ANALYSIS

    TAXIWAYRUNWAY TRAIN

    TERMINALAPRON AND TAXIWAYMAINTENENCE APRON AND TAXIWAY MAINTENENCE

  • 26

    Passengers are checked through security on the train itself with each train car becoming a secured space between its departure from land and its arrival at the airport. Bags are checked on the train, scanned, and pre-sorted. The traditional procession of a long trip to the airport, check-in, baggage check, and security is overlapped into the integral spatial move of the building and the one step that all passengers must take a train ride to the airport.

    Once passengers arrive, they progress up towards light, from a tall skylight space up to the main concourse level, lit from the side. A datum of the ground plane is constantly present, emphasized by the presence of airplanes at the windows above, not below. Passengers are served by quick services in kiosks that peel up from the ground plane, or by slower amenities like restaurants, located in carved out spaces that act as eddies within the flow of the concourse. Gates are located above grade, and the procession across that datum is up into the light. Passengers ascend escalators within a skylight service core, and then onto a system of catwalks, where they are connected to the endless horizontality of the ocean and the horizon beyond.

    Proposed Airport Experience

    Current Airport ExperienceSPATIAL SEQUENCING

  • Airport of the Future 27

  • 28

  • Airport of the Future 29

    ABOVE Shops in the main concourse emerge up from the ground plane. Gates are accessed

    through skylit cores. Planes hover above to the left and right.

    BELOW Gates hover above the datum of the ground plane, connecting travelers to the horizon

    line of the ocean surrounding the airport.

  • 30

    This two week urban design competition aimed at reconnecting three of Seattles most diverse neighborhoods through principles of transit oriented development and sustainable water management. Light rail, bus, and bike transit networks are used to link together adjacent neighborhoods with new open space and sustainable community anchors. The design also creates an urban pedestrian front along the main thoroughfare of the site, connecting by pedestrian pathways to a town green, centered around a rainwater filtration pond.

    This connection between urban form, transit systems, and natural water cycles offers a vibrant and livable model for urban development.

    My contribution to this team project included programming, master planning, site design, and producing final diagrams and renderings. This project was selected from 8 projects by a University sponsored jury to receive the Cogburn Family Foundation Architecture and Urbanism Prize.

    05. NEIGHBOR ORIENTED DEVELOPMENTSpring 2011 Critic Simon Atkinson Location Seattle, WashingtonIn Collaboration with Greg Montgomery, Jenna Dezinski, Sarah Sha, and Ryan NorthropAwarded First Prize in UTSoA Urban Design Competition

    BELOW A public market, bus depot, and bike rental greet pedestrians as they arrive by light rail.

  • Mount Baker Redevelopment 31

    1 23

    4

    5 6

    78

    91011

    12

    13

    1415

    16

    1718

    1920

    1. Parking and Car Share Depot2. Art Gallery3. Light Rail Station4. Artist Housing5. Bus Depot6. Bike Depot and Plaza7. Hotel8. City Market and Plaza9. Seattle Community College Green Jobs Center

    10. Grocery Store11. Parking Depot12. Lowes13. Retail and Residential 14. Residential15. Community Garden16. Water Retention and Filtration Pond17. Car and Bike Parking18. Community Center19. Retail and Residential20. Residential

  • 32

    ten foot intervals

    Q.F.C

    .

    Lowes

    Retail

    Apartm

    ent

    Apartm

    ent

    Mount B

    aker C

    omm

    unity

    Green R

    oof

    Bicycle P

    ath

    Playg

    round

    Green W

    all

    Storm

    Water P

    ool

    P-P

    atch C

    omm

    unity G

    arden

    Beacon H

    illC

    omm

    unity Green B

    elt

    Education

    Center

    Wind P

    ower

    System

    Parking

    Loading

    Coffee S

    hop

    Outdoor

    Restaurant

    Multi-Family Housing

    Transit Hub as Anchor

    High Density Mixed-Use StreetCommunity AnchorsWater Collection as Hinge Point of SiteGreen Corridor ConnectionMajor Pedestrian Urban StreetsSlowed Traffic ZoneCommunity Connection

    Transit Hub as AnchorMulti-Family HousingHigh Density Mixed-UseCommunity Anchors

    Multi-Family Housing

    Transit Hub as Anchor

    High Density Mixed-Use StreetCommunity AnchorsWater Collection as Hinge Point of SiteGreen Corridor ConnectionMajor Pedestrian Urban StreetsSlowed Traffic ZoneCommunity Connection

    Multi-Family Housing

    Transit Hub as Anchor

    High Density Mixed-Use StreetCommunity AnchorsWater Collection as Hinge Point of SiteGreen Corridor ConnectionMajor Pedestrian Urban StreetsSlowed Traffic ZoneCommunity Connection

    Water Collection as HingeGreen Corridor ConnectionMajor Pedestrian StreetCommunity Connection

    Multi-Family Housing

    Transit Hub as Anchor

    High Density Mixed-Use StreetCommunity AnchorsWater Collection as Hinge Point of SiteGreen Corridor ConnectionMajor Pedestrian Urban StreetsSlowed Traffic ZoneCommunity Connection

    Multi-Family Housing

    Transit Hub as Anchor

    High Density Mixed-Use StreetCommunity AnchorsWater Collection as Hinge Point of SiteGreen Corridor ConnectionMajor Pedestrian Urban StreetsSlowed Traffic ZoneCommunity Connection

    Land Use Diagram

  • Mount Baker Redevelopment 33

    ten foot intervals

    Q.F.C

    .

    Lowes

    Retail

    Apartm

    ent

    Apartm

    ent

    Mount B

    aker C

    omm

    unity

    Green R

    oof

    Bicycle P

    ath

    Playg

    round

    Green W

    all

    Storm

    Water P

    ool

    P-P

    atch C

    omm

    unity G

    arden

    Beacon H

    illC

    omm

    unity Green B

    elt

    Education

    Center

    Wind P

    ower

    System

    Parking

    Loading

    Coffee S

    hop

    Outdoor

    Restaurant

    Open Space

    Existing Open Space

    Green Roof

    Green Paths

    Open Space

    Existing Open Space

    Green Roof

    Green Paths

    Existing Open Space

    Open Space

    Green Roof

    Green Pathways

  • 34 36

    11

    2

    34

    2

    3

    4

    5

    Hi, my name is Amy. I am in town for a conference. I love the proximity here to both the airport and downtown Seattle. I enjoy staying here because it has a great neighborhood atmosphere, and they have the best market right outside my hotel. If I am lucky, there will be a great event in the park.

    Hi, Im Nancy, this is my husband Louis andour children, Carlos and Maria. After we drop our kids at the Day Care, Louis goes to the English as a Second Language class at the Library. Afterward, Carlos goes to the park to play soccer with his friends while we garden nearby. We will go to La Cocina de Consuelo for dinner tonight.

    I study at the Rainier branch of Seattle Community College here. I ride my bike to Pro Bikes every morning where I lock up my bike, take a shower at their facilities, and get a drink from Felicias Cafe.

    My name is Li. I sell Vietnamese specialtygoods at the Rainier St. Market.I commute to work each morning from Columbia City on the city bus. On my way home, I stop at the grocery store, but if I am lucky, Francis sends me home with fresh tomatoes from her garden. When I am not working, I enjoy sitting in the park feeding the ducks.

    1

    2

    3

    1

    2

    3

    4

    Hi, my name is Veronica and I live in a studio apartment above my favorite Sushi Restaurant. I start every morning at the gym and treat myself to a fresh croissant at the Southeast Bakery afterwards. My friend George is coming over tonight with our favorite bread and pasta from the market to help me finish painting my apartment. It is so nice being this close to Lowes.

    I am an artist and I live in the new artist housing next to the light rail station. There is a great arts culture here with the gallery. Sometimes I paint at the water front, and I sell my paintings here at the market.

    12

    3

    4

    5

    1

    2

    3

    Hi, I am a professor UWCenter for Water here. I enjoy teaching my classesoutside by the water spiral and I love to do my work in the park. I also enjoy ending my day with my colleagues at the local pub on Rainier.

    3

    4

    2

    1

    cy

    ont

    Gallery

    Hi, Ceeenjj

    Bus stop BikeStation Parking

    Day Care Education Library Class

    Restaurant

    PharmacyGrocery Lowes Market

    Hair Cut

    Shower

    Coffee Bar

    Taekwondo

    Soccer

    Jogging

    Tennis Garden Water Front

    Gym Squash

    Gallery

    11

    2

    34

    2

    3

    4

    5

    Hi, my name is Amy. I am in town for a conference. I love the proximity here to both the airport and downtown Seattle. I enjoy staying here because it has a great neighborhood atmosphere, and they have the best market right outside my hotel. If I am lucky, there will be a great event in the park.

    Hi, Im Nancy, this is my husband Louis andour children, Carlos and Maria. After we drop our kids at the Day Care, Louis goes to the English as a Second Language class at the Library. Afterward, Carlos goes to the park to play soccer with his friends while we garden nearby. We will go to La Cocina de Consuelo for dinner tonight.

    I study at the Rainier branch of Seattle Community College here. I ride my bike to Pro Bikes every morning where I lock up my bike, take a shower at their facilities, and get a drink from Felicias Cafe.

    My name is Li. I sell Vietnamese specialtygoods at the Rainier St. Market.I commute to work each morning from Columbia City on the city bus. On my way home, I stop at the grocery store, but if I am lucky, Francis sends me home with fresh tomatoes from her garden. When I am not working, I enjoy sitting in the park feeding the ducks.

    1

    2

    3

    1

    2

    3

    4

    Hi, my name is Veronica and I live in a studio apartment above my favorite Sushi Restaurant. I start every morning at the gym and treat myself to a fresh croissant at the Southeast Bakery afterwards. My friend George is coming over tonight with our favorite bread and pasta from the market to help me finish painting my apartment. It is so nice being this close to Lowes.

    I am an artist and I live in the new artist housing next to the light rail station. There is a great arts culture here with the gallery. Sometimes I paint at the water front, and I sell my paintings here at the market.

    12

    3

    4

    5

    1

    2

    3

    Hi, I am a professor UWCenter for Water here. I enjoy teaching my classesoutside by the water spiral and I love to do my work in the park. I also enjoy ending my day with my colleagues at the local pub on Rainier.

    3

    4

    2

    1

    Bus stop BikeBikeBikeBikeBikeStation Parking

    Day Care Education Library Class

    Restaurant

    PharmacyGrocery Lowes Market

    Hair Cut

    Shower

    Coffee Bar

    Taekwondo

    Soccer

    Jogging

    Tennis Garden Water Front

    Gym Squash

    Gallery

  • Mount Baker Redevelopment 35

    ABOVE A bioretention water system connectcs housing and a pedestrian mall

    of shopping to the natural water cycles of the neighborhood at the heart of the

    development

    OPPOSITE The programming and site planning afford a variety of uses and experiences, and encourages social

    interaction between the areas diverse population.

  • 36

    My work with Texas Impact Design explores the intersections of design, architecture, and public service. The project - a primary school in Tororo, Uganda - combines sustainable agriculture, aquaculture, education, and passive sustainable design to act as an agent for social transformation.

    In the Spring of 2012, the UT School of Architecture was approached with the opportunity to design a primary school for a village in the Busia District of Uganda. Answering this challenge, I worked with six other students to propose a new idea for a primary school - one that nurtures the whole student, engages a larger community, and promotes sustainability in education and practice.

    In the Summer of 2012, our team traveled to Uganda to present our ideas at the Sustainable Futures Conference in Kampala, to meet with our client for the project, and to research first hand the context we will be working in.While there, we identified a client for the school - a small orphanage in the eastern region of Uganda that desires to grow into a primary school.

    I have continued to work as a leading member on this project since its inception in 2012. My responsibilities have included research, design, master planning, and fundraising. Currently, we are revising our long term master plan for the school and developing new classroom prototypes. We are also in the process of founding a non-profit organization to help fund and manage the construction of the school.

    Construction is anticipated to begin in the summer of 2014.

    06. TEXAS IMPACT DESIGNSpring 2012-Present Critic Michael Garrison Location Tororo, UgandaIn Collaboration with Texas Impact Design (student group)

    TORORO DISTRICT

    LAKE VICTORIA

    KARAMOJA

    UGANDApopulation: 32,710,000size: 241,550 km^2capital: Kampalalife expectancy: 53 years

  • Texas Impact Design 37

    ABOVE Children at Smile Africa playing on the newly constructed playground equipment

    LEFT The Texas Impact Design team with the staff and volunteers of Smile Africa. We are currently developing a master plan for

    the organization that will allow it to grow from an orphanage into a progressive,

    sustainable primary school.

  • 38

    The nation of Uganda faces many issues, including poverty and unemployment, inadequate infrastructure, inadequate financial services, gender issues, and poor social services. Lack of quality education is at the root of these issues. Today, teacher-to-student ratios are at a grim level of 1:100. While the gender gap in enrollment between boys and girls is only 1.1% in first grade; by seventh grade the gap reaches 16%. Out of 100 students who begin primary school, less than 30 finish, and only 12 continue to secondary school.

    Our proposal is aimed at improving some of these statistics. The school is designed to foster self-sufficiency, critical thinking, and practical skills. Classrooms and the curriculum are designed around a shared garden, where students learn about innovative agricultural methods and balanced nutrition while contributing to their own healthy diets. Classrooms are organized around gathering spaces of various scales, maximizing flexibility and creating safe spaces for learning, play, and community events.

    The schools architecture responds directly to its site, using natural ventilation and daylighting to make classrooms that facilitate active learning in a sustainable way. Building assemblies employ local materials and are designed for inexpensive construction and upkeep. Stabilized soil block will be used as the major construction material. These building blocks are made by compressing a mixture of soil and cement in a small, hand-operated press. This technology offers low construction costs, dramatically reduces the impact of construction on the environment, and is easy to teach and replicate.

    BELOW Students sit in a shaded outdoor classroom learning adjacent to the learning

    garden

    OPPOSITE Classrooms are organized in pairs around a central teachers office, which also

    functions as a ventilation stack. Classrooms cluster around a learning garden, integrating

    sustainable agriculture into the daily curriculum of the school

  • Texas Impact Design 39

  • 40

    A system of aquaponics, slow drip irrigation, and permaculture farming is at the core of the educational and architectural life of the school. Children in Uganda often lack proper diet, making good nutrition a primary issue in the health and growth of primary school aged children. The school proposes to integrate sustainable agricultural practices into the curriculum and classroom design. This will enable the school to provide food for all of the students in addition to teaching valuable skills, responsibilities, and healthy living. The proposed production methods will become a closed-loop system that will allow for sustained production and agricultural support.

  • Texas Impact Design 41

    EFFLUENT

    SEAFOOD

    PRODUCE

    COMPOST

    CLEAN WATER

    AQUACULTURE

    AGRICULTURE

    KITCHEN

    CLASSROOM OUTDOOR CLASSROOM

    SHADED STEPS

    PERMACULTURE BEDS

    AQUAPONICS

  • 42

    In the Summer of 2012, our student group traveled to Uganda to begin the work of making this project a reality. In addition to sharing our work at an international architecture conference, we spent several days discussing our ideas for a sustainable school with the leaders of Smile Africa, as well as with city officials and local building professionals.

    When we werent working on revising our designs to meet the conditions of the site, we spent our time renovating and building an addition to the childrens playground. This small contribution to the school captured the excitement and optimism of this project, and has become a cherished part of the daily life of the school.

  • Texas Impact Design 43

  • 44

    The architectural response to the programmatic and contextual issues of this project is a simple separation of the programmatic areas of each housing unit into two separate L-shaped buildings. The social spaces are moved to the interior of the site, separating the interior of the site from the street to create an absolutely and collectively owned space, isolated from the surrounding world.

    This communal relationship between the sites inhabitants and a shared garden space provides a platform for interaction and active living where each resident, from the property owner to tenants, is together and equal. Personal and private spaces are contained in a second L-Shaped building, held separate from the communally owned spaces. They are oriented toward the world beyond, juxtaposing the quiet life of users with the larger community beyond. This separation is emphasized by a tall gulf of space which is pierced by thin corridors bridging between the two pieces of each unit. Along San Gabriel this block of bedrooms hovers above a long, deep front porch, which provides a slow movement from the front door to the street, as well as owned space to engage the passing world.

    University of Texas

    project site

    07. WEST CAMPUS HOUSINGFall 2009 Critic Francisco Gomes Location Austin, TexasNominated for UTSoA Design Excellence Award

  • West Campus Housing 45

    ABOVE The deep porch creates a welcoming, shaded transition from the street

    LEFT A progression of study models exploring ideas of urban presence

    BELOW Final Models

  • 46

    Owners Apartment

    Co-op

    Rental Apartment #1

    Rental Apartment #2

    GARDENSPORCH

    LIVING AREAS

    PARKIN

    G

    BEDROOMS

    BEDROO

    MS

    LIVING AREAS

  • West Campus Housing 47

    COMMUNAL/PRIVATE

    COMMUNAL/PUBLIC

    INDIVIDUAL/PUBLIC

    ABOVE The deep porch creates a welcoming, shaded transition from the street

    BELOW Section Diagram

  • 48

  • West Campus Housing 49

    ABOVE Final Model

    OPPOSITE, TOP North South Section showing the relationship of the Owners Apartment to the

    communal garden area

    OPPOSITE, MIDDLE East Elevation

    OPPOSITE, BOTTOM North Elevation

  • EXPLORATIONS

  • EXPLORATIONS

  • 52

    This project was designed and executed by reBILD - a small student organization founded by myself and four friends at the University of Texas School of Architecture.

    The project is an exploration of expectation, light, and space. The installation was set in Battle Hall, UTs historic Architecture library. The series of seven low-tech sculptures, made of saran wrap and packing tape, were set throughout the main reading room. Their presence was both dramatic and subtle, slowly changing throughout the day with the varying intensity and direction of light.

    My role in this project included design and planning, production, and placement of the sculptures.

    01. BODIES OF LIGHTFall 2009In collaboration with reBILD

  • Explorations 53

  • 54

    This project analyzed the envelope assembly of Peter Zumthors Kunsthaus Bregenz. Emphasis was placed on the relationship of aesthetic and function concerns, such as weatherproofing, ventilation, day lighting, insulation, and shading, as well as the relationship of the building envelope to the larger concepts of the building. The final product of this analysis was a set of detailed drawings and a 1/2=10 scale model of the building envelope assembly.

    02. FACADE ANALYSISFall 2010 Critic Uli Dangel In Collaboration with Parker Doelling

  • Explorations 55

  • 56

    Fall 2009 Critic John BloodThese selected drawings investigate lineweight, page composition, and varying techniques for creating architectural space within a two dimensional drawing.

    Life Drawing Study Charcoal on Newsprint

    Paraline StudyGraphite on Stonehenge. 22x30

    03. ARCHITECTURAL DRAWING

  • Explorations 57

    Conic SectionsGraphite on Stonehenge; 22x30

    Freehand Perspective Geometry InvestigationGraphite on Stonehenge; 22x30

  • PROFESSIONAL WORK

  • PROFESSIONAL WORK

  • 60

    01. MEADOW LANE RESIDENCETod Williams Billie Tsien ArchitectsAugust 2012-January 2013

    The house is sited on a long narrow lot overlooking the Atlantic Ocean to the South and Shinnecock Bay to the North. The primary material for the building is cast-in-place concrete, which is used as an expressed structural frame, the exterior cladding, and the interior floors and ceilings. A complex construction sequencing was developed to ensure that a continuous thermal and waterproofing barrier could be installed and verified while maintaining the desired expression and constructability of concrete on the interior and exterior.

    The design for this project is by Tod Williams and Billie Tsien. My role on this project was in the production of drawings from 50% Design Development through 100% Construction documents.

    I comprised one third of the three person project team, working directly with the project architect and under the supervision of the firms partners. This small project team allowed me to be heavily involved in all facets of the project, including drafting, producing design studies, developing details, and participating in client and consultant meetings. I also worked directly with the projects structural and mechanical engineers on the coordination of our drawings to achieve a highly coordinated drawing set prior to construction.

    The project was drawn in Revit only the second project the office has used BIM for. My knowledge of the program allowed me to take a primary role in the 3D modeling and the production of drawings. Within our team, I was responsible for drafting and updating the plans, elevations, RCPs, power plans, interior elevations, site details, interior details, and schedules. The project architect on the project was responsible for producing the exterior envelope drawings and details.

  • Meadow Lane Residence 61

    0($'2:/$1(6287+$037211

  • 62

    DN

    3

    3 4

    D D

    C C

    1.2 2.1 3.9 4.8

    203A205A

    4A6.00

    3A6.00

    2A6.00

    1A6.01

    238 SFGUEST BEDROOM

    201

    98 SFGUEST BATH

    202

    214 SFGUEST BEDROOM

    203

    103 SFGUEST BATH

    204

    203 SFGUEST BEDROOM

    205

    106 SFGUEST BATH

    206

    288 SFMASTER BEDROOM

    209

    164 SFMASTER BATH

    210

    152 SFMASTER CLOSET

    211

    249 SFSUN ROOM

    208

    548 SFHALL207

    B B

    42' - 4" 15' - 7" 8' - 3" 18' - 7"

    209A

    A A

    A6.121

    SIM

    OVERHANG OVERHANG

    3' - 6" 3' - 6"

    1A6.00

    A7.083

    A7.03

    11

    A3.01 8

    1.4 3.6 4.6

    4A6.01

    3A6.01

    C.2 C.2

    C.7 C.7

    A7.126

    109' - 6"

    9' - 9" 22' - 6" 22' - 6" 22' - 6" 22' - 6" 9' - 9"

    5' -

    1"

    7' -

    5"3'

    - 4

    1/2"

    9' -

    10 1

    /2"

    6' -

    9"

    S ID

    E YA R

    D S

    ETBA

    CK

    P ER

    VA R

    IAN

    CE

    S ID

    E YA R

    D S

    ETBA

    CK

    P ER

    VA R

    IAN

    CE

    2' - 4 5/8"

    2' - 3"

    08.01

    05.10

    3

    3

    3

    06.01

    06.0306.04

    00.04

    06.03

    03.0203.02

    08.1203.23

    05.1005.01

    05.01

    05.10

    01.01

    3

    9

    1

    1

    03.1803.18

    11.01

    06.03 06.03

    06.05

    06.03

    03.0203.02

    00.04

    3

    1

    1 3

    11.01

    06.03

    00.04

    08.17

    08.04

    06.0306.03

    06.05

    06.03

    03.23

    00.04

    06.0306.05

    06.03

    11.01

    06.03

    08.04

    OTB

    03.0203.02 03.0203.02

    03.0203.02A7.03 1618

    A7.03 45

    6

    A3.041

    E E

    5

    5

    1

    1 2.42

    10

    A7.03 1

    2

    3

    2A6.01

    5A6.01

    3' - 3"

    A7.153

    A7.155

    A7.154

    A3.031

    7A7.14

    2A6.15

    A7.03

    17

    A7.031920

    A3.046

    210A

    A7.0315 A7.03

    14

    A7.03

    12

    A7.03 13A7.03 79

    8

    201A

    204A206A

    1A4.01

    2A4.01

    1A4.02

    1A4.00

    2A4.02

    08.12

    4' -

    3 7/

    8"

    5' -

    7 3/

    4"

    3' - 7 1/4"

    10' - 7 3/4"

    2' - 3 3/8"3' - 4 3/4" 2' - 3"

    3' - 6 1/2" 2' - 3"

    2' -

    9 1/

    2"

    15' - 11 1/4"

    11' - 3 1/4"

    13' - 7"5' - 0"

    5' -

    3 7/

    8"

    4' -

    1 3/

    4"

    6' - 3" 1' - 9" 18' - 0" 1' - 9" 7' - 8" 14' - 1" 1' - 9" 7' - 0 7/8" 9' - 0 7/8" 1' - 9" 5' - 11 3/8" 9' - 11 5/8" 1' - 9" 7' - 8 1/2" 1' - 9" 6' - 3"

    A6.132

    A6.132

    5' - 5"

    1' - 10"

    8' - 7"

    1 5/8"

    5' - 0"

    10.02

    10.02

    ----

    -- -

    -

    - -

    A7.143

    WAL

    E NTA

    SR E

    SID E

    N CE

    1240

    MEA

    DO

    WLA

    NE

    VILL

    AGE

    OF

    SOU

    T HAM

    PTO

    N,N

    Y11

    968

    SCALE

    DWN BY TWBTA

    DRAWING ISSUE

    PRELIMINARY DESIGNPHASE FINAL

    DRAFT SUBMISSION TOSOUTHAMPTON B.D.

    07.17.2012

    05.11.2012

    50% DESIGNDEVELOPMENT

    07.30.2012

    222

    CEN

    TRAL

    PAR

    KSO

    UTH

    NEW

    YOR

    K,N

    Y1 0

    019

    TO

    DW

    ILL

    IAM

    S

    AR

    CH

    ITE

    CT

    S,L

    LP

    BIL

    LIE

    TS

    IEN

    T F E

    212.

    582.

    2385

    212.

    245.

    1984

    mai

    l@tw

    bta .

    com

    100% DESIGNDEVELOPMENT 09.14.2012

    50% CONSTRUCTIONDOCUMENTS

    NOT

    FOR

    CONS

    TRUC

    TIO

    N

    50% CONSTRUCTIONDOCUMENTS 11.16.2012

    1/4" = 1'-0"

    A1.04

    SECO

    NDFL

    OO

    RPL

    A N

    08.04 IN-SWING OPERABLE WINDOW WITH FIXED INSECTSCREEN

    08.12 CUSTOM WOOD PIVOT DOOR W/ CUSTOM METALPULL

    08.17 SLIDING POCKET DOOR ASSEMBLY10.02 WOOD-BURNING FIREPLACE11.01 WALL MOUNTED TELEVISION

    00.04 SEE RCP01.01 OPENING ABOVE03.02 CONCRETE TOPPING WITH RADIANT PIPING03.18 C.I.P. CONCRETE SUNSHADE03.23 COORDINATE DOOR HARDWARE WITH C.I.P. CONC05.01 TEMPERED GLASS GUARDRAIL05.10 FIXED MILK GLASS PANEL06.01 CUSTOM WOOD BENCH06.03 CUSTOM WOOD CABINETRY06.04 CUSTOM WOOD SHELVING06.05 CUSTOM WOOD DESK08.01 S.S. WINDOW SYSTEM

    DN

    DN

    DN

    UP

    102' - 6"

    3

    3 4

    D D

    C C

    1.2 2.1 3.9 4.8

    103A

    101A102A

    4A6.00

    3A6.00

    2A6.00

    1A6.01

    46 SFGUEST BATH

    104

    132 SFGUEST BEDROOM

    103

    41 SFPOWDER

    102

    310 SFSTUDY

    105

    54 SFENTRY HALL

    101

    621 SFLIVING

    106391 SFDINING

    107433 SFKITCHEN

    108

    122 SFSTORAGE HALL

    109

    72 SFLAUNDRY

    110

    B B

    A A

    FLOOD ZONE VE(EL 17)

    FLOOD ZONE X(OUTSIDE 0.2% ANNUAL CHANCE

    FLOOD)

    COASTAL EROSION HAZARD LINE

    SUNSET

    SUMMERSOLSTICE

    100'-0"TOP OF DUNE SETBACK

    DEC

    K &

    POO

    L S E

    T BA C

    KP E

    R V

    A RIA

    NC

    E

    S ID

    E YA R

    D S

    ETBA

    CK

    P ER

    VA R

    IAN

    CE

    S ID

    E YA R

    D S

    ETBA

    CK

    P ER

    VA R

    IAN

    CE

    A6.121

    POOL

    23' - 6"

    23' - 5"

    ENTRY PORCH

    5' -

    1"

    DECK

    DN

    1A6.00

    A7.082

    A7.02

    27 A3.015

    A7.02 25

    A7.02

    16

    REVISED COASTAL EROSION HAZARD LINE 8.15.2012

    1.4 3.6 4.6

    4A6.01

    3A6.01

    C.2 C.2

    C.7 C.7

    A7.125

    2

    1A4.01

    2A4.01

    03.0703.07

    03.04

    03.08

    3A

    3 1

    08.02

    08.13

    00.01

    05.01

    06.03

    03.0210.01

    03.1808.01

    01.03

    08.0408.02

    09.05

    06.03

    06.04

    06.0303.01

    03.02

    00.01

    08.02

    03.09

    03.09

    03.0703.07

    06.05

    06.04

    08.02

    11.01

    09.07

    11.0100.04

    06.03

    7

    9A

    5

    9A

    3

    03.0703.07

    7

    1

    08.06

    05.04

    12.04

    12.04

    OTA

    03.26

    03.26

    03.26

    12.06

    1A4.02

    23.05

    03.14

    26.04

    03.26 03.26

    10.02

    03.0203.02

    77

    12.04

    03.02

    E E

    5

    5

    1

    1 2.4

    2.42

    2

    A7.02

    17 A7.02 19

    A7.02

    23

    24 22

    18

    21

    20

    A3.026

    A3.0211

    2A6.01

    5A6.01

    A6.132

    2A6.12

    --

    13A7.14

    14A7.14

    12A7.14

    11A7.14

    A7.0226

    34 SFDECK STORAGE

    E102

    354 SFOUTDOOR DINING

    E101

    103B

    1A4.00

    A4.022

    26.04

    W108

    W106

    EXTENT OF SUNSHADE ABOVE

    23.05

    103C

    03.38

    03.37

    13.07

    03.38

    13.08

    13.09

    05.17

    03.3803.07

    26.03

    26.03

    03.19

    05.02

    26.04

    26.04

    26.03

    "4 - '51"2 - '7"5 - '1"1 - '12"8/7 5 - '4 22' - 6" "8/7 5 - '4"6 - '22

    4' -

    6 1/

    2"2'

    - 10

    1/2

    "3'

    - 4

    1/2"

    9' -

    10 1

    /2"

    6' -

    9"2'

    - 6

    7/8"

    7' - 10" 1' - 1" "5 - '3"0 - '02 7' - 10"

    1' - 0" 7' - 10"

    49' - 0"

    40' - 0" 3' - 6"

    5' - 0"

    5' -

    7 3/

    4"

    6' -

    6 1/

    4"

    4' -

    6 1/

    4"

    2' - 3 5/8"

    4' -

    1 3/

    4"

    4' -

    6 1/

    4"

    4' - 0" 5' - 1 1/4"

    12' - 3"

    11' -

    1 5

    /8"

    5' - 0 1/2"

    5' -

    5 1/

    4" 7' - 1 3/4"

    3' -

    1 3/

    4"

    2' - 9 1/2"8"

    1' - 6 1/2"

    8' -

    0"

    5' - 6"

    05.16

    05.16

    2A6.04

    4A6.04

    3A6.04

    1A6.04

    '41"8 - '7"9 - '1"0 - '51"0 - '3"9 - '1"3 - '6 "3 - '6"9 - '1"5 - '91"9 - '1"1 - '22"9 - '1"1 -

    2' -

    8 3/

    4"

    2' -

    8 3/

    4"

    2' -

    1"

    7' - 2" 1' - 10 3/4"

    3A6.12

    4A6.06

    3A6.05

    A6.054

    2' - 5"

    25' - 6 7/8" 23' - 11" 23' - 10" 25' - 7 7/8"

    1A6.13

    ----

    QEQEQE

    QEQE

    QEQE

    QEQE

    A6.071

    13A6.22

    1A6.15

    A6.07

    A6.07

    3

    A6.07 4

    6

    ----

    5A7.14

    WAL

    E NTA

    SR E

    SID E

    N CE

    1240

    MEA

    DO

    WLA

    NE

    VILL

    AGE

    OF

    SOU

    T HAM

    PTO

    N,N

    Y11

    968

    SCALE

    DWN BY TWBTA

    DRAWING ISSUE

    PRELIMINARY DESIGNPHASE FINAL

    DRAFT SUBMISSION TOSOUTHAMPTON B.D.

    07.17.2012

    05.11.2012

    50% DESIGNDEVELOPMENT

    07.30.2012

    222

    CEN

    TRAL

    PAR

    KSO

    UTH

    NEW

    YOR

    K,N

    Y1 0

    019

    TO

    DW

    ILL

    IAM

    S

    AR

    CH

    ITE

    CT

    S,L

    LP

    BIL

    LIE

    TS

    IEN

    T F E

    212.

    582.

    2385

    212.

    245.

    1984

    mai

    l@tw

    bta .

    com

    100% DESIGNDEVELOPMENT 09.14.2012

    50% CONSTRUCTIONDOCUMENTS

    NOT

    FOR

    CONS

    TRUC

    TIO

    N

    50% CONSTRUCTIONDOCUMENTS 11.16.2012

    1/4" = 1'-0"

    A1.03

    FIRS

    TFL

    OO

    RP L

    AN

    06.05 CUSTOM WOOD DESK08.01 S.S. WINDOW SYSTEM08.02 LIFT AND LOCK GLAZED S.S.

    DOORS08.04 IN-SWING OPERABLE WINDOW

    WITH FIXED INSECT SCREEN08.06 SOLID WOOD DOOR08.13 OUT-SWING S.S. SCREEN

    DOOR09.05 CUSTOM RUG09.07 WALL POCKET FOR

    FLATSCREEN MONITOR10.01 TELEPHONE10.02 WOOD-BURNING FIREPLACE11.01 WALL MOUNTED TELEVISION12.04 S.S. FOOT GRILLE12.06 FLOOR LAMP13.07 OVERFLOW PERIMETER DRAIN13.08 INFINITY EDGE DRAIN13.09 TROUGH23.05 CUSTOM S.S. DUCT, SEE MECH

    DRAWINGS26.03 DUPLEX FLOOR OUTLET W/

    CUSTOM S.S. ENCLOSURE26.04 PLUG CONCEALING DUPLEX

    FLOOR OUTLET

    00.01 SEE STRUCTURAL DRAWINGS00.04 SEE RCP01.03 SUNSHADE ABOVE03.01 C.I.P. CONCRETE03.02 CONCRETE TOPPING WITH

    RADIANT PIPING03.04 CONCRETE GUARDRAIL03.07 PRECAST CONC PAVERS ON

    PEDESTALS03.08 C.I.P. CONCRETE SITE WALL03.09 C.I.P. CONCRETE SITE WALL

    ON PILES03.14 C.I.P. CONCRETE STAIR W/

    TOPPING03.18 C.I.P. CONCRETE SUNSHADE03.19 C.I.P. CONCRETE SITE STAIR03.26 PROVIDE OPENING IN CONC03.37 PRECAST CONCRETE

    POOL/SPA COPING03.38 T.O. CONCRETE WALL05.01 TEMPERED GLASS GUARDRAIL05.02 S.S. HANDRAIL05.04 CUSTOM S.S. DOOR PULL05.16 SELF-CLOSING S.S. GATE05.17 ACID ETCHED GLASS PRIVACY

    PANEL06.03 CUSTOM WOOD CABINETRY06.04 CUSTOM WOOD SHELVING

    DN

    UP

    3

    3

    4

    4

    D D

    C C

    1.2 2.1 3.9 4.8

    4A6.00

    002A

    3A6.00

    2A6.00

    1A6.01

    003A

    B B

    E.3E.3

    E.7E.7

    2.6

    2.6

    1.6

    1.6

    UP

    144 SFBUILDING ENTRY

    002

    1610 SFSTORAGE

    001

    514 SFPARKING

    003

    ENTRY PORCH ABOVE

    A A

    COASTAL EROSION HAZARD LINE

    FLOOD ZONE VE(EL 17)

    FLOOD ZONE X(OUTSIDE 0.2% ANNUAL CHANCE FLOOD)

    293 SFSTORAGE

    007

    S ID

    E YA R

    DS E

    T BA C

    KP E

    RVA

    RIA

    NC

    E

    285 SFMECH ROOM

    005

    175 SFPOOL EQ ROOM

    006

    31 SFTRASHE003

    DRIVE ABOVE

    13' - 5"

    1A6.00

    A7.081

    3' -

    1 1/

    2"

    A7.02 6

    1.4

    1.4

    3.6

    3.6

    4.6

    4.6

    4A6.01

    3A6.01

    C.2 C.2

    C.7 C.7

    A7.124

    DEC

    K&

    POO

    LS E

    T BA C

    KP E

    RVA

    RIA

    NC

    E

    S ID

    E YA R

    DS E

    T BA C

    KP E

    RVA

    RIA

    NC

    E

    "7 - '81"3 - '8"7 - '51

    27' -

    6"

    4' -

    6 1/

    2"2'

    - 10

    1/2

    "3'

    - 4

    1/2"

    9' -

    10 1

    /2"

    6' -

    9"

    1' -

    4 1/

    2"

    "7 - '2"7 - '81"4 - '1"11 - '6"7 - '51"8/5 2 - '01"2/1 3 - '21"11 - '21"11 - '6"8 - '2

    E.1E.1

    2.3

    2.3

    10' -

    0 1

    /2"

    11' -

    11

    7/8"

    10' -

    4 7

    /8"

    1

    03.14

    03.01

    03.09

    03.0900.01

    10.00

    10.00

    1A

    03.01

    07.02

    09.09

    22.18 22.18

    1A4.02

    09.09

    03.02

    08.18

    E E

    5

    5

    1

    1

    2.4

    2.42

    2

    22 SFSTORAGE

    003A

    8 SFSTORAGE

    002A

    7

    5

    A7.0215

    A6.093

    2A6.01

    002B

    5A6.01

    A6.143

    A6.092

    A6.094A6.09

    5

    A6.098

    A6.091

    A6.096

    A6.097

    414 SFTUNNEL

    011

    12' - 6"

    A6.099A6.09

    9

    003B

    002C

    4A6.02

    02.03

    DN

    002D

    22.18

    22.18

    00.02

    00.0107.09

    07.08

    1A

    7

    005A

    006A

    007A

    22.18

    03.09

    1A4.01

    2A4.01

    1A4.02

    1A4.00

    A4.022

    03.19

    09.0909.09

    09.0909.09

    09.0909.09

    09.0909.09

    09.0909.09

    09.0909.09

    4A6.04

    3A6.04

    4A6.06

    1A6.05

    2A6.05

    ----

    208I

    ----

    1A6.15

    4A6.15

    1' -

    9"1'

    - 9"

    WAL

    E NTA

    SR E

    SID E

    N CE

    1240

    MEA

    DO

    WLA

    NE

    VILL

    AGE

    OF

    SOU

    T HAM

    PTO

    N,N

    Y11

    968

    SCALE

    DWN BY TWBTA

    DRAWING ISSUE

    PRELIMINARY DESIGNPHASE FINAL

    DRAFT SUBMISSION TOSOUTHAMPTON B.D.

    07.17.2012

    05.11.2012

    50% DESIGNDEVELOPMENT

    07.30.2012

    222

    CEN

    TRAL

    PAR

    KSO

    UTH

    NEW

    YOR

    K,N

    Y1 0

    019

    TO

    DW

    ILL

    IAM

    S

    AR

    CH

    ITE

    CT

    S,L

    LP

    BIL

    LIE

    TS

    IEN

    T F E

    212.

    582.

    2385

    212.

    245.

    1984

    mai

    l@tw

    bta .

    com

    100% DESIGNDEVELOPMENT 09.14.2012

    50% CONSTRUCTIONDOCUMENTS

    NOT

    FOR

    CONS

    TRUC

    TIO

    N

    50% CONSTRUCTIONDOCUMENTS 11.16.2012

    1/4" = 1'-0"

    A1.01

    LOW

    ERLE

    V EL

    P LAN

    1/A2.3 1/A2.3

    07.02 E.I.F.S.07.08 BUILDING JOINT07.09 BUILDING JOINT COVER08.18 RATED ASSEMBLY REQUIRED09.09 EPOXY PAINT10.00 UNREINFORCED CMU BREAKAWAY WALL22.18 AREA DRAIN

    00.01 SEE STRUCTURAL DRAWINGS00.02 SEE MEP DRAWINGS02.03 TRENCH DRAIN03.01 C.I.P. CONCRETE03.02 CONCRETE TOPPING WITH RADIANT PIPING03.09 C.I.P. CONCRETE SITE WALL ON PILES03.14 C.I.P. CONCRETE STAIR W/ TOPPING03.19 C.I.P. CONCRETE SITE STAIR

  • Meadow Lane Residence 63

    FLOOR 123' - 6"

    FLOOR 234' - 3"

    3 4

    T.O. ROOF44' - 9"

    T.O. PARAPET46' - 0"

    BREAKAWAY/GRADE19' - 0"

    LOWER LEVEL13' - 6"

    TENNIS PAVILION7' - 6"

    4A6.00

    3A6.00

    2A6.00

    1A6.01

    4.7

    1A5.00

    2.61.6

    T.O. CHIMNEY53' - 0"

    285 SFMECH ROOM

    005

    1A6.00

    2A5.00

    1.4 3.6 4.6

    4A6.01

    3A6.01

    2.3

    FLOOD ZONE VE17' - 0"

    03.22

    01.08 03.11 03.10

    05.03 13.01

    07.10 03.10

    08.04

    08.06

    03.07

    01.08

    01.07

    01.07

    03.11 03.1003.11

    51 2.42

    2A6.12

    A6.024

    SIM

    03.11

    48.0148.01 48.01

    00.02

    03.01

    03.20

    03.11

    00.02 00.02

    03.0501.07

    W106

    10.00

    03.11

    03.22

    A6.064

    03.1103.11

    03.11

    ----

    T.O. CONCRETE45' - 9 1/2"

    1' - 9"

    6' - 10"

    WAL

    E NTA

    SR E

    SID E

    N CE

    1240

    MEA

    DO

    WLA

    NE

    VILL

    AGE

    OF

    SOU

    T HAM

    PTO

    N,N

    Y11

    968

    SCALE

    DWN BY TWBTA

    DRAWING ISSUE

    PRELIMINARY DESIGNPHASE FINAL

    DRAFT SUBMISSION TOSOUTHAMPTON B.D.

    07.17.2012

    05.11.2012

    50% DESIGNDEVELOPMENT

    07.30.2012

    222

    CEN

    TRAL

    PAR

    KSO

    UTH

    NEW

    YOR

    K,N

    Y1 0

    019

    TO

    DW

    ILL

    IAM

    S

    AR

    CH

    ITE

    CT

    S,L

    LP

    BIL

    LIE

    TS

    IEN

    T F E

    212.

    582.

    2385

    212.

    245.

    1984

    mai

    l@tw

    bta .

    com

    100% DESIGNDEVELOPMENT 09.14.2012

    50% CONSTRUCTIONDOCUMENTS

    NOT

    FOR

    CONS

    TRUC

    TIO

    N

    50% CONSTRUCTIONDOCUMENTS 11.16.2012

    1/4" = 1'-0"

    A4.00

    NORT

    HEL

    E VAT

    ION

    13.01 MANUALLY OPERATED, TCC CLAD SLIDING ROOFHATCH/GEAR

    48.01 PHOTOVOLTAIC ARRAY

    03.20 ARCHITECTURAL CONCRETE03.22 EXTENT OF C.I.P. FACADE POUR05.03 CUSTOM S.S. COPING07.10 CHIMNEY08.04 IN-SWING OPERABLE WINDOW WITH FIXED INSECT

    SCREEN08.06 SOLID WOOD DOOR10.00 UNREINFORCED CMU BREAKAWAY WALL

    00.02 SEE MEP DRAWINGS01.07 WALL REMOVED FOR CLARITY01.08 SUNSHADE BEYOND03.01 C.I.P. CONCRETE03.05 CONCRETE RETAINING WALL03.07 PRECAST CONC PAVERS ON PEDESTALS03.10 CONCRETE CONSTRUCTION JOINT03.11 CRACK CONTROL JOINT

    FLOOR 123' - 6"

    FLOOR 234' - 3"

    3

    T.O. PARAPET46' - 0"

    BREAKAWAY/GRADE19' - 0"

    1.22.13.94.8

    3A6.00

    4.7

    1A5.00

    2.6 1.6

    9' -

    8 1/

    4"1'

    - 0"

    8' -

    10 3

    /4"

    1' -

    0"

    T.O. CHIMNEY53' - 0"

    2A5.00

    1.43.64.6

    4A6.01

    3A6.01

    2.3

    FLOOD ZONE VE17' - 0"

    T.O. ROOF SLAB43' - 9"

    3' - 6" 3' - 6"

    03.07

    03.18

    5 12.4 2

    00.0248.01

    06.08

    MIN

    .

    3' -

    9 1/

    2"

    05.1613.08

    ----

    FLOOR 123' - 6"

    FLOOR 234' - 3"

    34

    T.O. ROOF44' - 9"

    T.O. PARAPET46' - 0"

    BREAKAWAY/GRADE19' - 0"

    LOWER LEVEL13' - 6"

    1.22.13.94.8

    4A6.00

    3A6.00

    2A6.00

    1A6.01

    4.7

    1A5.00

    2.6 1.6T.O. CHIMNEY53' - 0"

    1A6.00

    2A5.00

    1.43.64.6

    4A6.01

    3A6.01

    2.3

    FLOOD ZONE VE17' - 0"

    03.11 03.0103.20

    03.10 03.11 03.1005.03 07.10

    13.01

    08.04 08.1308.03

    10.00

    03.11

    08.01

    08.04

    08.02

    5 12.4 2

    07.0207.02

    00.02 48.0148.01

    03.10

    -

    T.O. CONCRETE45' - 9 1/2"

    WAL

    E NTA

    SR E

    SID E

    N CE

    1240

    MEA

    DO

    WLA

    NE

    VILL

    AGE

    OF

    SOU

    T HAM

    PTO

    N,N

    Y11

    968

    SCALE

    DWN BY TWBTA

    DRAWING ISSUE

    PRELIMINARY DESIGNPHASE FINAL

    DRAFT SUBMISSION TOSOUTHAMPTON B.D.

    07.17.2012

    05.11.2012

    50% DESIGNDEVELOPMENT

    07.30.2012

    222

    CEN

    TRAL

    PAR

    KSO

    UTH

    NEW

    YOR

    K,N

    Y1 0

    019

    TO

    DW

    ILL

    IAM

    S

    AR

    CH

    ITE

    CT

    S,L

    LP

    BIL

    LIE

    TS

    IEN

    T F E

    212.

    582.

    2385

    212.

    245.

    1984

    mai

    l@tw

    bta .

    com

    100% DESIGNDEVELOPMENT 09.14.2012

    50% CONSTRUCTIONDOCUMENTS

    NOT

    FOR

    CONS

    TRUC

    TIO

    N

    50% CONSTRUCTIONDOCUMENTS 11.16.2012

    1/4" = 1'-0"

    A4.01

    SOUT

    HEL

    E VAT

    ION

    SCALE : 1/4" = 1'-0"1 SOUTH ELEVATION

    SCALE : 1/4" = 1'-0"2 SOUTH ELEVATION (SCREEN REMOVED)

    ABOVE, TOP Site Sections

    ABOVE, BOTTOM Wall Sections

    OPPOSITE Lower Level, First Floor, and Second Floor Plans

  • 64

    FLOOR 123' - 6"

    FLOOR 234' - 3"

    T.O. PARAPET46' - 0"

    BREAKAWAY/GRADE19' - 0"

    LOWER LEVEL13' - 6"

    TENNIS PAVILION7' - 6"

    RESIDENCE

    DECK

    POOL

    FLOOD ZONE X FLOOD ZONE VE

    CO

    ASTA

    L ER

    OSI

    ON

    HAZ

    ARD

    LIN

    ER

    EAR

    SET

    BAC

    K

    84'-9

    5/8

    " DEC

    K SE

    TBAC

    KPE

    R V

    ARIA

    NC

    E

    FLOOD ZONE AE

    TENNIS COURT7' - 0"

    STORAGEBLDG

    ACCESS

    T.O. CHIMNEY53' - 0"

    T.O. T.P. PARAPET18' - 8"

    FLOOD ZONE VE17' - 0"

    382 SFTENNIS PAVILION

    008

    293 SFSTORAGE

    007

    175 SFPOOL EQ ROOM

    006

    285 SFMECH ROOM

    005

    23.05 23.0505.09

    05.09

    03.0803.15

    03.18

    DRIVE

    48.01

    07.08

    POOL AND SPA DESIGN ANDCONSTRUCTION TO BE CONFIRMED

    CANOPY T.B.D.

    T.O. CONCRETE45' - 9 1/2"

    FLOOR 123' - 6"

    FLOOR 234' - 3"

    T.O. PARAPET46' - 0"

    BREAKAWAY/GRADE19' - 0"

    LOWER LEVEL13' - 6"

    T.O. T.P. PARAPET18' - 8"FLOOD ZONE VE17' - 0"

    T.O. ROOF SLAB43' - 9"

    103 SFGUEST BATH

    204

    621 SFLIVING

    106

    548 SFHALL207

    1610 SFSTORAGE

    001

    DRIVEDECK DECK

    POOL

    48.01

    13.01

    03.18

    POOL AND SPA DESIGN ANDCONSTRUCTION TO BE CONFIRMED

    CANOPY T.B.D.

    06.08

    FLOOD ZONE X FLOOD ZONE VE

    CO

    ASTA

    L ER

    OSI

    ON

    HAZ

    ARD

    LIN

    ER

    EAR

    SET

    BAC

    K

    84'-9

    5/8

    " DEC

    K SE

    TBAC

    KPE

    R V

    ARIA

    NC

    E

    FLOOD ZONE AE

    T.O. CONCRETE45' - 9 1/2"

    WAL

    E NTA

    SR E

    SID E

    N CE

    1240

    MEA

    DO

    WLA

    NE

    VILL

    AGE

    OF

    SOU

    T HAM

    PTO

    N,N

    Y11

    968

    SCALE

    DWN BY TWBTA

    DRAWING ISSUE

    PRELIMINARY DESIGNPHASE FINAL

    DRAFT SUBMISSION TOSOUTHAMPTON B.D.

    07.17.2012

    05.11.2012

    50% DESIGNDEVELOPMENT

    07.30.2012

    222

    CEN

    TRAL

    PAR

    KSO

    UTH

    NEW

    YOR

    K,N

    Y1 0

    019

    TO

    DW

    ILL

    IAM

    S

    AR

    CH

    ITE

    CT

    S,L

    LP

    BIL

    LIE

    TS

    IEN

    T F E

    212.

    582.

    2385

    212.

    245.

    1984

    mai

    l@tw

    bta .

    com

    100% DESIGNDEVELOPMENT 09.14.2012

    50% CONSTRUCTIONDOCUMENTS

    NOT

    FOR

    CONS

    TRUC

    TIO

    N

    50% CONSTRUCTIONDOCUMENTS 11.16.2012

    1/8" = 1'-0"

    A5.00

    SITE

    SECT

    I ONS

    SCALE : 1/8" = 1'-0"1 LONGITUDINAL SITE SECTION

    03.08 C.I.P. CONCRETE SITE WALL03.15 C.I.P. CONCRETE SITE STAIR ON GRADE03.18 C.I.P. CONCRETE SUNSHADE05.09 S.S. FRAME AND WIRE MESH FENCE ASSEMBLY06.08 WOOD WALKWAY TO REPLACE EXISTING07.08 BUILDING JOINT13.01 MANUALLY OPERATED, TCC CLAD SLIDING ROOF HATCH/GEAR23.05 CUSTOM S.S. DUCT, SEE MECH DRAWINGS48.01 PHOTOVOLTAIC ARRAY

    SCALE : 1/8" = 1'-0"2 SITE SECTION @ ENTRY

    002A 002C002B003A 003B

    TOSTUDIO

    MILLWORKT.B.D.; TV

    HERE?

    009A 009B

    102A 101A

    103A103C103B

    MILLWORKT.B.D.

    OPENTO

    LIVING

    MILLWORKT.B.D.

    OPEN TOSTUDY

    OPEN TOENTRY HALLMILLWORKT.B.D.

    OPEN TOLAUNDRY

    OPENTO

    KITCHEN

    OPEN TOKITCHEN

    OPEN TOSTORAGE

    ROOM

    E1 E2

    OPEN TOKITCHEN

    OPEN TOSTORAGE HALL

    MILLWORKT.B.D.

    GENERAL NOTES:

    1. INTERIOR ELEVATIONS IN PROGRESS, USE FOR ORIENTATION AND VISUALIZATION ONLY2 INTERIOR FINISHES, ORNAMENTAL METALS AND DETAILING T.B.D, PENDING CLIENT AND ARCHITECTREVIEW3. MECHANICAL SUPPLY AND RETURN SHOWN FOR LOCATIONS ONLY, SEE MECH DRAWINGS; FINALEXTENTS AND DETAILING PENDING SELECTION OF INTERIOR FINISHES4. SEE POWER PLANS AND RCPS FOR ALL OUTLETS, SWITCHES, SCONES, ETC.5. PLUMBING FIXTURES, BATHROOM ACCESSORIES AND NICHE LOCATIONS T.B.D.

    NORTH ELEVATION3 BUILDING ENTRY - RM 002 SOUTH ELEVATION1 BUILDING ENTRY - RM 002WEST ELEVATION2 BUILDING ENTRY - RM 002NORTH ELEVATION7 PARKING - RM 003 SOUTH ELEVATION5 PARKING - RM 003WEST ELEVATION6PARKING - RM 003

    EAST ELEVATION11 TENNIS PAVILION - RM 008 NORTH ELEVATION10 TENNIS PAVILION - RM 008 SOUTH ELEVATION8 TENNIS PAVILION - RM 008WEST ELEVATION9 TENNIS PAVILION - RM 008

    EAST ELEVATION14 STUDIO - RM 009

    SOUTH ELEVATION12 STUDIO - RM 009WEST ELEVATION13 STUDIO - RM 009

    EAST ELEVATION4 BUILDING ENTRY - RM 002

    TOTENNIS

    PAVILION

    SCALE : 1/4" = 1'-0"16 ENTRY HALL - RM 101

    NORTH ELEVATION17 BUILDING ENTRY/STORAGE HALL - RMS 101/108

    EAST ELEVATION21 GUEST BEDROOM - RM 103

    SOUTH ELEVATION18 GUEST BEDROOM - RM 103WEST ELEVATION19 GUEST BEDROOM - RM 103

    NORTH ELEVATION20 GUEST BEDROOM - RM 103WEST ELEVATION22STUDY - RM 105

    NORTH ELEVATION23 STUDY - RM 105EAST ELEVATION24 STUDY - RM 105EAST ELEVATION25 LIVING - RM 106

    SOUTH ELEVATION27 STORAGE HALL - RM 109WEST ELEVATION28 LAUNDRY - RM 110EAST ELEVATION29 LAUNDRY - RM 110 EAST ELEVATION26 RM 107 - EAST ELEV

    SCALE : 1/4" = 1'-0"15 RM 011 - EAST ELEV

  • Meadow Lane Residence 65

    FLOOR 123' - 6"

    FLOOR 234' - 3"

    T.O. ROOF44' - 9"

    LOWER LEVEL13' - 6"

    T.O. CHIMNEY53' - 0"

    2A7.12 C.2C.7

    13" X 18" CHIMNEY FLUEWITH CLAY LINER; WRAP W/CERAMIC FIBER PAPER

    ASH PIT

    FIREBRICK; USEREFRACTORY MORTARW/ 1/4" FLUSH JOINTS

    PREFABRICATED CLAYSMOKE CHAMBER; WRAP W/CERAMIC FIBER PAPER

    ONE-PIECE PREFABRICATEDCLAY THROAT; WRAP W/CERAMIC FIBER PAPER

    METAL PLATE SURROUND

    CAST IRON CLEANOUTDOOR

    ASH CHUTE; PROVIDEDROP AT HEARTHFLOOR

    PROVIDE METALBASE FLASHINGAND REGLET

    C.I.P CONCRETECHIMNEY

    TOP SURFACE SLOPEDTO DRAIN

    PRECAST CONC CAP ONMETAL PLATE W/ METALROD COLUMNS

    30.00

    T.O. ROOF SLAB43' - 9"

    WOOD STORAGE

    5A7.17

    FLOOR 123' - 6"

    FLOOR 234' - 3"

    T.O. ROOF44' - 9"

    LOWER LEVEL13' - 6"

    T.O. CHIMNEY53' - 0"

    2A7.12

    C.2 C.7

    5A7.12

    7A7.12

    4A7.12

    T.O. ROOF SLAB43' - 9"

    13" X 18" CHIMNEY FLUEWITH CLAY LINER; WRAP W/CERAMIC FIBER PAPER

    ASH PIT

    FIREBRICK; USEREFRACTORY MORTARW/ 1/4" FLUSH JOINTS

    PREFABRICATED CLAYSMOKE CHAMBER; WRAP W/CERAMIC FIBER PAPER

    ONE-PIECE PREFABRICATEDCLAY THROAT; WRAP W/CERAMIC FIBER PAPER

    METAL PLATE SURROUND

    ASH CHUTE; PROVIDEDROP AT HEARTHFLOOR

    GASFIREPLACE

    METAL PLATESURROUND

    FLOOR 123' - 6"

    FLOOR 234' - 3"

    3

    T.O. ROOF44' - 9"

    LOWER LEVEL13' - 6"

    T.O. CHIMNEY53' - 0"

    CHIMNEY FLUE WITH CLAYLINER; WRAP W/ CERAMICFIBER PAPER

    AIR INTAKE FOR CHIMNEY

    ASH PIT

    CAST IRON ASH DUMP

    FIREBRICK; USEREFRACTORY MORTARW/ 1/4" FLUSH JOINTS

    PREFABRICATED CLAY SMOKECHAMBER; WRAP W/ CERAMICFIBER PAPER

    ONE-PIECE PREFABRICATEDCLAY THROAT; WRAP W/CERAMIC FIBER PAPER

    CAST IRON DAMPER

    ROLLING FIRESCREEN;SECURE TO STEELANGLE

    CAST IN-WALL LUMINAIRE

    T.O. ROOF SLAB43' - 9"

    4" CMU BACKUP; WRAP W/CERAMIC FIBER PAPER

    3

    2A7.12

    C.2

    C.7CAST IRON ASH DUMP

    METAL PLATE

    FIREBRICK AT HEARTHW/ SOAPSTONEPANELS ON MUDSET

    CHASE FOR PIPING

    LOCATION OF FLUEOVERHEAD

    5'-0

    1/2"

    3'-4

    "2'

    -1"

    1'-4

    "6"

    7"

    7'-5

    1/2"

    STEE

    LO

    PEN

    ING

    3'-4

    "1'

    -6"

    6"

    CHASE FOR PIPING

    METAL PLATE

    3A7.07

    1A7.07

    4" CMU BACKUP; WRAPW/ CERAMIC FIBERPAPER

    P.LAM. BOX FORWOOD STORAGE ST

    EEL

    OPE

    NIN

    GST

    EEL

    OPE

    NIN

    G

    A7.138

    3

    C

    2A7.12

    C.2

    C.7

    EXTENT OFCHIMNEY BELOW

    PIPE CHASE

    IN-WALLLUMINAIRE

    IN-WALLLUMINAIRE

    PIPE CHASE

    3A7.07

    1A7.07

    5A7.17

    3

    2A7.12

    C.2

    C.7

    12"X12" CAST IRONCLEANOUT DOOR

    ASH PIT

    CHASE EXTENDSTO LOWER LEVELCEILING

    CHASE EXTENDSTO LOWER LEVELCEILING

    ASH DUMP ABOVE

    ASH DUMP ABOVE

    1' - 3"

    3A7.07

    1A7.07

    3

    C

    2A7.12

    C.2

    C.7

    METAL RODCOLUMNS

    STONE CHIMNEYCAP ABOVE

    CHIMNEY FLUE

    EXTENT OFCHIMNEY BELOW

    3A7.07

    1A7.07

    CHIMNEY FLUE

    GAS FIREPLACEBELOW

    WAL

    E NTA

    SR E

    SID E

    N CE

    1240

    MEA

    DO

    WLA

    NE

    VILL

    AGE

    OF

    SOU

    T HAM

    PTO

    N,N

    Y11

    968

    SCALE

    DWN BY TWBTA

    DRAWING ISSUE

    PRELIMINARY DESIGNPHASE FINAL

    DRAFT SUBMISSION TOSOUTHAMPTON B.D.

    07.17.2012

    05.11.2012

    50% DESIGNDEVELOPMENT

    07.30.2012

    222

    CEN

    TRAL

    PAR

    KSO

    UTH

    NEW

    YOR

    K,N

    Y1 0

    019

    TO

    DW

    ILL

    IAM

    S

    AR

    CH

    ITE

    CT

    S,L

    LP

    BIL

    LIE

    TS

    IEN

    T F E

    212.

    582.

    2385

    212.

    245.

    1984

    mai

    l@tw

    bta .

    com

    100% DESIGNDEVELOPMENT 09.14.2012

    50% CONSTRUCTIONDOCUMENTS

    NOT

    FOR

    CONS

    TRUC

    TIO

    N

    50% CONSTRUCTIONDOCUMENTS 11.16.2012

    1/2" = 1'-0"

    A7.12

    CHIM

    NEY

    P LAN

    SAN

    DEL

    EV

    SCALE : 1/2" = 1'-0"3 CHIMNEY ELEVATION LOOKING WEST SCALE : 1/2" = 1'-0"1CHIMNEY ELEVATION LOOKING EAST

    SCALE : 1/2" = 1'-0"2 SECTION THROUGH CHIMNEYSCALE : 1/2" = 1'-0"5 CHIMNEY PLAN LEVEL ONE

    SCALE : 1/2" = 1'-0"6 CHIMNEY PLAN LEVEL TWO

    SCALE : 1/2" = 1'-0"4 CHIMNEY PLAN LOWER LEVEL

    SCALE : 1/2" = 1'-0"7 CHIMNEY PLAN ROOF LEVEL

    ABOVE, TOP Site Sections

    ABOVE, BOTTOM Wall Sections

    OPPOSITE Lower Level, First Floor, and Second Floor Plans

    FLOOR 123' - 6"

    FLOOR 234' - 3"

    T.O. PARAPET46' - 0"

    LOWER LEVEL13' - 6"

    TENNIS PAVILION7' - 6"

    "FIRST POUR"; CONCRETEBUILDING STRUCTURE

    "SECOND POUR";ARCHITECTURAL CONCRETEFACADE

    1.5" GROOVED FACERIGID INSULATION

    AIR/WATER BARRIER

    TUNNEL ROOFINSULATION

    TUNNEL ROOFWATERPROOFING

    UNDERSLABWATERPROOFING

    UNDERSLABINSULATION

    FLOOD ZONE VE17' - 0"

    INTERIOR

    INTERIOR

    INTERIOR

    INTERIOR

    EXTERIOR

    T.O. ROOF SLAB43' - 9"

    E

    A6.103

    A6.112

    TOPPING SLAB,SLOPED TO DRAIN

    3.5" CLOSED-CELLPOLYURETHANE SPRAYFOAM INSULATION

    FOUNDATION WALLWATERPROOFING

    T.O. CONCRETE45' - 9 1/2"

    FLOOR 123' - 6"

    FLOOR 234' - 3"

    T.O. PARAPET46' - 0"

    BREAKAWAY/GRADE19' - 0"

    LOWER LEVEL13' - 6"

    HALFEN HIT - INSULATEDCONNECTION, SEESTRUCTURAL DRAWINGS

    "SECOND POUR";ARCHITECTURALCONCRETE FACADE

    1.5" GROOVED FACERIGID INSULATION

    AIR/WATER BARRIER

    "FIRST POUR"; CONCRETEBUILDING STRUCTURE

    "FIRST POUR"; CONCRETEBUILDING STRUCTURE

    "FIRST POUR"; CONCRETEBUILDING STRUCTURE

    FOUNDATION WALLINSULATION

    "FIRST POUR";CONCRETE BUILDINGSTRUCTURE

    SEE STRUCTURALDRAWINGS

    FILTER FABRIC

    HALFEN HIT INSULATEDCONNECTION; SEESTRUCTURAL DRAWINGS

    PRECAST PAVERS ONPEDESTALS

    WATERPROOFING

    CONCRETE SLABON PILES, SEESTRUCTURAL

    FLOOD ZONE VE17' - 0"

    INTERIOR

    INTERIOR

    INTERIOR

    EXTERIOR

    FOUNDATION WALLWATERPROOFING

    T.O. ROOF SLAB43' - 9"

    E

    A6.111

    A6.104

    A6.105

    1.5" SQUARE EDGERIGID INSULATION

    STAINLESS STEEL COPING

    A6.123

    T.O. CONCRETE45' - 9 1/2"

    FLOOR 123' - 6"

    FLOOR 234' - 3"

    D

    T.O. PARAPET46' - 0"

    BREAKAWAY/GRADE19' - 0"

    LOWER LEVEL13' - 6"

    "SECOND POUR";ARCHITECTURALCONCRETE FACADE

    1.5" GROOVED FACERIGID INSULATION

    3.5" CLOSED CELLPOLYURETHANE FOAMINSULATION

    "FIRST POUR";CONCRETE BUILDINGSTRUCTURE

    CONCRETETOPPING WITHRADIANT PIPING

    "FIRST POUR";CONCRETE BUILDINGSTRUCTURE

    CONCRETETOPPING WITHRADIANT PIPING

    METAL PLATE EDGE

    FILTER FABRIC

    RIGID INSULATION

    UNDERSLAB INSULATION

    UNDERSLABWATERPROOFING

    FOUNDATIONWATERPROOFING

    FLOOD ZONE VE17' - 0"

    INTERIOR

    INTERIOR

    INTERIOR

    T.O. ROOF SLAB43' - 9"

    E

    A6.112

    A6.102

    A6.101

    A6.113

    PILE CAP BEYOND

    CMU BREAKAWAY WALL

    EXTERIOR

    T.O. CONCRETE45' - 9 1/2"

    FLOOR 123' - 6"

    FLOOR 234' - 3"

    T.O. ROOF44' - 9"

    T.O. PARAPET46' - 0"

    LOWER LEVEL13' - 6"

    TENNIS PAVILION7' - 6"

    548 SFHALL207

    T.O. ROOF SLAB43' - 9"

    E

    A6.124

    A6.126

    A6.107

    A6.108

    STAINLESS STEELWINDOW SYSTEM

    FOUNDATION WALLINSULATION

    FOUNDATION WALLWATERPROOFING

    TUNNEL ROOFINSULATION

    TUNNEL ROOFWATERPROOFING

    A6.032

    Sim

    8" SELF-BALLASTINGRIGID INSULATION

    ROOF WATERPROOFING

    CONCRETE TOPPINGSLAB, SLOPED TO DRAIN

    CONCRETE TOPPING,SLOPED TO DRAIN

    TUNNEL ROOF SLAB,SEE STRUCTURALDRAWINGS

    EXPANSION JOINT, SEESTRUCTURAL DRAWINGS

    "SECOND POUR";ARCHITECTURALCONCRETE FACADE

    "FIRST POUR";CONCRETE BUILDINGSTRUCTURE

    9' -

    9"

    T.O. CONCRETE45' - 9 1/2"

    WAL

    E NTA

    SR E

    SID E

    N CE

    1240

    MEA

    DO

    WLA

    NE

    VILL

    AGE

    OF

    SOU

    T HAM

    PTO

    N,N

    Y11

    968

    SCALE

    DWN BY TWBTA

    DRAWING ISSUE

    PRELIMINARY DESIGNPHASE FINAL

    DRAFT SUBMISSION TOSOUTHAMPTON B.D.

    07.17.2012

    05.11.2012

    50% DESIGNDEVELOPMENT

    07.30.2012

    222

    CEN

    TRAL

    PAR

    KSO

    UTH

    NEW

    YOR

    K,N

    Y1 0

    019

    TO

    DW

    ILL

    IAM

    S

    AR

    CH

    ITE

    CT

    S,L

    LP

    BIL

    LIE

    TS

    IEN

    T F E

    212.

    582.

    2385

    212.

    245.

    1984

    mai

    l@tw

    bta .

    com

    100% DESIGNDEVELOPMENT 09.14.2012

    50% CONSTRUCTIONDOCUMENTS

    NOT

    FOR

    CONS

    TRUC

    TIO

    N

    50% CONSTRUCTIONDOCUMENTS 11.16.2012

    1/2" = 1'-0"

    A6.00

    WAL

    LSE

    CTIO

    N S

    SCALE : 1/2" = 1'-0"4 WALL SECTIONSCALE : 1/2" = 1'-0"2 WALL SECTION @ COLUMN SCALE : 1/2" = 1'-0"1

    TYPICAL WALL SECTION

    SCALE : 1/2" = 1'-0"3 WALL SECTION @ TUNNEL ENTRY

    FLOOR 123' - 6"

    FLOOR 234' - 3"

    C

    T.O. PARAPET46' - 0"

    BREAKAWAY/GRADE19' - 0"

    LOWER LEVEL13' - 6"

    BA

    FLOOD ZONE VE17' - 0"

    PRECAST PAVERSON PEDESTALS

    SLOPED CONCRETESLAB;SEE STRUCTURALDWGS

    WATERPROOFING

    FOUNDATIONWATERPROOFING

    FOUNDATIONWALL INSULATION

    INTERIOR

    INTERIOREXTERIOR

    T.O. ROOF SLAB43' - 9"

    S.S. WINDOWSYSTEM

    C.I.P CONCSUNSHADE; ARCHCONC FINISH

    DUPLEX FLOOR OUTLET,CUSTOM S.S.

    ENCLOSURE, SEEPLANS FOR LOCATIONS

    MOTORIZEDWINDOW SHADE

    E.I.F.S.

    A6.153

    A6.137

    A6.134

    A6.136

    ----

    FLOOR 123' - 6"

    FLOOR 234' - 3"

    T.O. PARAPET46' - 0"

    BREAKAWAY/GRADE19' - 0"

    LOWER LEVEL13' - 6"

    BA

    FLOOD ZONE VE17' - 0"

    PRECAST PAVERSON PEDESTALS

    WATERPROOFING

    INTERIOREXTERIOR

    INTERIOR

    S.S. WINDOW SYSTEM

    C.I.P CONC SUNSHADE;ARCH CONC FINISH

    LINEAR FLOOR DIFFUSER,SEE PLANS FOR LOCATIONS

    T.O. ROOF SLAB43' - 9"

    SLOPED CONCRETESLAB;SEE STRUCTURAL DWGS

    AIR SUPPLY SLOT;SEE MECH AND

    ARCH PLANS

    UNREINFORCED C.M.U.BREAKAWAY WALL

    MOTORIZEDWINDOW SHADE

    E.I.F.S.

    4"

    A6.139

    A6.1310

    A6.1311

    FLOOR 123' - 6"

    FLOOR 234' - 3"

    T.O. PARAPET46' - 0"

    BREAKAWAY/GRADE19' - 0"

    LOWER LEVEL13' - 6"

    "FIRST POUR"; CONCRETEBUILDING STRUCTURE

    "SECOND POUR";ARCHITECTURAL CONCRETEFACADE

    WALL INSULATION

    AIR/WATERBARRIER

    HALFEN HIT -INSULATED BALCONYCONNECTION; SEESTRUCTURALDRAWINGS

    HALFEN HIT -INSULATED BALCONYCONNECTION;SEE STRUCTURALDRAWINGS

    FOUNDATIONWATERPROOFING

    RIGID INSULATION

    UNDERSLABWATERPROOFING

    UNDERSLABINSULATION

    DRAINAGE MAT

    316 STAINLESS STEELCOPING

    FLOOD ZONE VE17' - 0"

    "FIRST POUR"; CONCRETEBUILDING STRUCTURE

    INTERIOR

    INTERIOR

    INTERIOR

    EXTERIOR

    T.O. ROOF SLAB43' - 9"

    HALFEN HIT INSULATEDPARAPET CONNECTION;SEE STRUCTURALDRAWINGS

    E

    A6.106

    T.O. CONCRETE45' - 9 1/2"

    FLOOR 123' - 6"

    FLOOR 234' - 3"

    T.O. PARAPET46' - 0"

    BREAKAWAY/GRADE19' - 0"

    LOWER LEVEL13' - 6"

    B.O. FLOOR 122' - 6"

    FLOOD ZONE VE17' - 0"

    T.O. ROOF SLAB43' - 9"

    1

    A6.144

    A6.145

    ----

    A6.111

    PILE CAP; SEESTRUCTURALDRAWINGS

    STAINLESS STEELCORNER GUARD

    "SECOND POUR";ARCHITECTURALCONCRETE FACADE

    "FIRST POUR";CONCRETE BUILDINGSTRUCTURE

    PAINTED ALUMINUMINSULATED GARAGEDOOR

    7' -

    3"

    FLOOR 123' - 6"

    FLOOR 234' - 3"

    T.O. PARAPET46' - 0"

    LOWER LEVEL13' - 6"

    B.O. 2ND FLR SLAB33' - 3"

    B.O. FLOOR 122' - 6"

    T.O. ROOF SLAB43' - 9"

    STAIR LANDING 228' - 7 1/8"

    5

    ----

    "SECOND POUR";ARCHITECTURALCONCRETE FACADE

    FILTER FABRIC

    FOUNDATIONWALL INSULATION

    FOUNDATION WALLWATERPROOFING

    "FIRST POUR";CONCRETE BUILDINGSTRUCTURE

    "FIRST POUR";CONCRETE BUILDINGSTRUCTURE

    1.5" GROOVED FACERIGID INSULATION

    3.5" CLOSED-CELLPOLYURETHANE SPRAYFOAM INSULATION

    WAL

    E NTA

    SR E

    SID E

    N CE

    1240

    MEA

    DO

    WLA

    NE

    VILL

    AGE

    OF

    SOU

    T HAM

    PTO

    N,N

    Y11

    968

    SCALE

    DWN BY TWBTA

    DRAWING ISSUE

    PRELIMINARY DESIGNPHASE FINAL

    DRAFT SUBMISSION TOSOUTHAMPTON B.D.

    07.17.2012

    05.11.2012

    50% DESIGNDEVELOPMENT

    07.30.2012

    222

    CEN

    TRAL

    PAR

    KSO

    UTH

    NEW

    YOR

    K,N

    Y1 0

    019

    TO

    DW

    ILL

    IAM

    S

    AR

    CH

    ITE

    CT

    S,L

    LP

    BIL

    LIE

    TS

    IEN

    T F E

    212.

    582.

    2385

    212.

    245.

    1984

    mai

    l@tw

    bta .

    com

    100% DESIGNDEVELOPMENT 09.14.2012

    50% CONSTRUCTIONDOCUMENTS

    NOT

    FOR

    CONS

    TRUC

    TIO

    N

    50% CONSTRUCTIONDOCUMENTS 11.16.2012

    1/2" = 1'-0"

    A6.01W

    ALL

    SECT

    ION S

    SCALE : 1/2" = 1'-0"4 WALL SECTION @ SOUTH COLUMN SCALE : 1/2" = 1'-0"3WALL SECTION @ SOUTH WALL

    SCALE : 1/2" = 1'-0"1 WALL SECTION @ FULL HEIGHT WALLSCALE : 1/2" = 1'-0"2WALL SECTION @ GARAGE

    SCALE : 1/2" = 1'-0"5 WALL SECTION @ WEST WALL

  • 66

    02. MODEL MAKINGAlterstudio Architecture LLPFebruary-March 2013

    I was commissioned by Alterstudio Architecture, a small residential firm in Austin, to build multiple presentation models. This included a model for a building that was currently in design for a client presentation (not shown), and a recently completed house. The model shown here - a recently completed renovation and addition to an existing bungalow - is currently on display at an exhibition of the firms work at Bennington, College in Vermont.

  • Model Making 67

  • 68

    The Maufrais Urban Farm Projects were a set of small design build projects conducted during the Spring 2012 semester as a lab component for the course Construction 2: Architectures of Building Performance. Working in three teams of 25, students worked together to design and construct small projects supporting the educational mission of a local urban farm. Each project was developed within the constraints of a $3,500 dollar budget and eight days of construction.

    I worked as a Teaching Assistant for this course. In addition to typical responsibilities of managing coursework, I was responsible for managing the design and construction of one of these small projects - a retaining wall and shaded seating area connecting the parking area to the educational display.

    During the first half of the semester, students worked through an iterative design process in small groups, developing components of the design. I was responsible for teaching students about the related materials and assemblies, and how to balance costs, scheduling, and design intent. In addition, I led several class wide design charrettes to make final design decisions for the project.

    On the construction site, I was responsible for teaching basic techniques of construction, project management, and how to consider construction and design simultaneously.

    In addition, I co-authored a paper analyzing this project as a means of integrating design-build into architecture curriculums through the construction course sequence. The paper was presented at the BTES session of the 2013 ACSA conference, and will be published this summer.

    03. THE MAUFRAIS URBAN FARM PROJECTSUniversity of Texas School of ArchitectureSpring 2012

  • Maufrais Urban Farm Projects 69

    ABOVE Leading a classwide design charrette to make final design decisions.

    LEFT Advising students on construction details and means of assembly

    BELOW Students installing steel plate retaining wall and shade canopy

  • 70

  • Maufrais Urban Farm Projects 71

  • RESUME

  • RESUME

  • BRIAN PATRICK DOHERTY

    5715 Joe Sayers AvenueAustin, Texas 78756 [email protected] 860.304.2448

  • PROFESSIONAL EXPERIENCE Tod Williams Billie Tsien Architects New York, New York August 2012-January 2013Worked as member of three person project team for Meadow Lane Residence from 50% Design Development through 100% Construction Documents. Coordinated complex architectural concrete drawings with structural and mechanical engineers. Produced design studies, permitting documents, construction drawings, and assisted in managing project Revit model.

    Humphries Poli Architects Denver, Colorado May August 2011Produced As-Built drawings for Denvers North High School Renovation. Produced study models, construction documents, and permitting submittals for Altura Elementary School Renovation and Addition. Produced presentation materials for several library and school projects.

    Alterstudio Austin, Texas January-April 2013Produced presentation models for client presentations and a traveling exhibition of the firms work.

    University of Texas at Austin, School of Architecture Austin, TexasTeaching Assistant, Fall 2010, Spring 2011, Spring 2012Led undergraduate discussion sections, organized coursework, and managed a design-build project for Construction I and II courses.

    Federation of American Scientists Washington, D.C.Research Assistant, June 2007 August 2009Researched, Authored, and Published policy papers about energy efficiency, advanced building technologies, building codes, manufactured housing, and emergency relief housing. Presented research at the ASCE Architectural Engineering Institute Conference (Denver, 2008) and the U.S. China Green Energy Conference. (Beijing, November 2008). Managed program website, wrote grant applications, and handled progams administrative, budget, and office needs.

    EDUCATION The University of Texas Austin School of Architecture Austin, TexasMaster of Architecture, September 2009 May 2013Current GPA: 3.94

    Haverford College Haverford, PennsylvaniaBachelor of Arts, September 2003 May 2007Major: Growth and Structure of Cities at Bryn Mawr CollegeSemester Abroad: Danish Institute for Study Abroad, Copenhagen, Denmark (Spring 2006)Thesis: Student Space at Haverford College - An Architectural Analysis

    SKILLSRevit, AutoCAD, Adobe Photoshop, Adobe Illustrator, Adobe InDesign, Sketchup, Kerkythea, Rhino, VRay, Cnc Routing, Laser Cutting, woodworking

    HONORS AND AWARDS Tau Sigma Delta Honors Society University of Texas, Spring 2013J. M. West Texas Corporation Fellowship in Architecture University of Texas, Fall 2012Goldwin Goldsmith Memorial Scholarship in Architecture Texas Society of Architects, Fall 2012Jorge Luis Divino Centennial Scholarship in Architecture University of Texas, Fall 2011Goldwin Goldsmith Memorial Scholarship in Architecture Texas Society of Architects, Fall 2011Cogburn Family Foundation Architecture and Urbanism Prize University of Texas, Spring 2010John S. Chase Endowed Presidential Scholarship University of Texas, Fall 2009Design Excellence Award Nominee University of Texas, Fall 2009Haverford College Varsity Soccer Team Captain Spring 2005 to Fall 2006