Graduate Design + Professional Working Portfolio

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PROFESSIONAL

[Graduate]Design WorkAugust 2010 - Current

1 Astro Earth Co-op - Clemson University - Spring 20122 Naught Energy House - Clemson University - Fall 2011 3 Surgical Interventions - Clemson University - Barcelona, Fall 2010 4 Visual Undulations - Clemson University - Barcelona, Fall 2010

Astro Earth Co-op

ACSA/AISC STEEL DESIGN STUDENT COMPETITION Spring 2012 Clemson University Professor Dan Harding

The studio section was set up with an emphasis on design-build with small groups of students working on two projects a piece. The Astro Earth Co-op’s inten-tion is to revitalize and inject local culture into the downtown area of Clemson, SC. Currently, the area lacks a town square, outdoor venue space, community arts and event space, and an overall identity. By incorporating the existing structure and adapting it for the new program use of the Co-op, Clemson will finally have a centrally located facility for public use. This project is in progress and includes team members Michael Niezer and Richard Chalupa.

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Astro Earth Co-op Marquee

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DUKE ENERGY PARK

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Naught Energy House

DOW SOLAR DESIGN TO ZERO COMPETITION Fall 2011 Clemson University Professor Ulrike Heine

This assignment was set up as a “Comprehensive Studio” project where students worked in pairs of two to develop their project to the furthest state possible. Each team submitted work in three phases on individual project websites for the Dow Solar Design to Zero Competition. My partner, Maxwell Streeter and I made it to the final round of judging of the competition based on our Naught Energy House submission. The main concept of our project was to develop an affordable and sustainable modular house that could easily be applied per site specific conditions.

4” green roof tray

p.v. solar collector

3/4” sheathing

16” engineered wood joists (24” o.c.)

5/8” gypsum ceiling finish


3” glass fiber insulation

5/8” gypsum wall board

1-1/2” lightweight concrete w/ heating coils

3/4” sheathing


shallow foundation spread footing

summer sun

winter sun

prevailing winds

passive ventilation

stacked ventilation

rainwater harvesting -stormwater management

geothermal vertical loop heating + copoling

*cedar slats help provide further protection from the sun and privacy from the street

active and passive solar capture

photovoltaics +solar collectors

green roof

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environmental systems

additional installation costs returned in:

16 yearsco2 reduced due to implementation:

135 tones

annual savings from a pv collector system:

$930

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$15,000

$10,000

$5,000

$0

- $5,000

- $10,000

- $15,000

4 = 550 kwh / month 500 sq/ft 30 panels

= 800 kwh / month 740 sq/ft 45 panels

= 1000 kwh / month 920 sq/ft 55 panels

cumulative cash flow

3average savings on winter bills due to green roof:

7%

temperature fluctuations in a standard / green roof:

106° F / 43° F

deviation in urban temperature due to heat island effect:

4.1° F

44 / 74 roof panels

203 cu. ft of thermal mass

29 / 74 roof panels


19 / 74 roof panels



3 - 5 years

total gallons collected annually:

183,163292.6%

= 180 g / day

= 300 g /day

= 450 g /day

465 g /day x (365) = 169,729 g / 183,163 g

3,960 sq/ft

1,953 sq/ft

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jan apr jul octfeb may aug novmar jun sep dec

cost per month

natural gas/electric systemgeothermal system

annual total cost


5 -10 yearslife expectancy of ground loop system:

50+ years$500

$335

$820

$1190

$1100

$500

$335$199

$425

$405

geothermal gas/electric

lighting

appliances

hot water

cooling

heatingannual savings from geothermal system:

$20811

longitudinal horizontal loadslateral stability is provided by sheathing fixed to the exterior of the structural insulated panels. the longitudinal walls on the main “bar” of the building act as shear bracing from horizontal forces.

floor sheating and a concrete topper stiffen the structure by creating a rigid connection between the main bearing and shear walls and floors

transverse horizontal loadsthe double thick sip party walls act as shear bracing from transverse horizontal walls between each residence. these walls face west and are therefore windowless to control solar and thermal conditions.

vertical loadsthe vertical loads are transferred to the double thick party walls by the engineered wood joists at the roof and floors. these loads are then transferred to the foundation and ground by the transverse bearing walls.

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entryliving areakitchenparking-storagelaundrystairbathbedroom

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first floor plan 1/8” = 1’-0”

massing = an even division of spaces between units 2, 4, and 6 bedroom units consist of various program sizes

supporting spaces, 2 bedrooms and the front entry are modular in form additional space is added per the 4 and 6 bedroom unit needs

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reinforced concrete foundation wallwaterproofing membranebituminous cement coating6” cover of crushed stone4” footing drainreinforced concrete continuous strip footing

3/4” plywood sheathing16” engineered wood joistHVAC ductwork5/8” gypsum board

Top of Wall & Roof Deatil 01

Window Sill Detail 02

beyond:roof terrace guardrail2’x8’ cementitious exterior wall panelscedar slat scrim shading & privacy system

Green roof / solar panelsEPDM slip sheet2x8 Ray-Core Structural Insulated Roof Panelsrainwater collection gutterwood fascia3/4” sheathing16” timber joist

Floor Detail 03

Top of Foundation Detail 04

finish floor1-1/2” concrete topper3/4” sheathing16” engineered wood joist

R-Values

Solid Wall: R-54.3

Window: R-4.06

Detail 013/4” plywood sheathing16” engineered wood joist5/8” gypsum finished ceiling

2x8 double top plate2x10 Ray-Core insulated header5/8” gypsum interior finishwood shimflashing over drip capdouble insulating glass w/suspended film and low-E

Green roof / solar panelsEPDM slip sheet2x8 Ray-Core Structural Insulated Roof Panels3/4” sheathing16“ engineered wood beamJoist hanger10” timber joist

Detail 02double insulating glass w/ suspended film and low-E2x8 double sill2x8 Ray-Core Structural Insulated Panels - 2x6 stagger studs @ 24” o.c.3/4” plywood sheathing1x2 cementitious panel system sub-structure2’x8’ staggered seam cementitious exterior finish panels

wood frame windowwood sill w/ drip edgecedar slat screening system

Detail 03finish floor1-1/2” concrete topper3/4” sheathing2x8 sole plate16” engineered wood joist16“ engineered wood beam2x8 double top plate2x8 Ray-Core Structural Insulated Panels - 2x6 stagger studs @ 24” o.c.5/8” gypsum interior finish

cedar slat screening system2’x8’ staggered seam cementitious exterior panel finish1x2 cementitious panel system sub-structure3/4” plywood sheathing2x8 Ray-Core structural insulated panel w/ staggered studs

Detail 04finish floor1-1/2” concrete topper3/4” sheathing

treated sole plateanchor bolt @ ... o.c.16” engineered wood joistnotched foundation wall @ 24“ o.c. - to receive 16” engineered wood joists w/ 1/2“ gap for moisture barrier

reinforced concrete foundation wallwaterproofing membranebituminous cement coatinglandscape - sloping away

6” concrete slab on gradeextruded polystyreneunreinforced concrete mudslab

+15’-0”

+3’-0”

-3’-0”

+27’-0”

reinforced concrete foundation wallwaterproofing membranebituminous cement coating6” cover of crushed stone4” footing drainreinforced concrete continuous strip footing

3/4” plywood sheathing16” engineered wood joistHVAC ductwork5/8” gypsum board

Top of Wall & Roof Deatil 01

Window Sill Detail 02

beyond:roof terrace guardrail2’x8’ cementitious exterior wall panelscedar slat scrim shading & privacy system

Green roof / solar panelsEPDM slip sheet2x8 Ray-Core Structural Insulated Roof Panelsrainwater collection gutterwood fascia3/4” sheathing16” timber joist

Floor Detail 03

Top of Foundation Detail 04

finish floor1-1/2” concrete topper3/4” sheathing16” engineered wood joist

R-Values

Solid Wall: R-54.3

Window: R-4.06

Detail 013/4” plywood sheathing16” engineered wood joist5/8” gypsum finished ceiling

2x8 double top plate2x10 Ray-Core insulated header5/8” gypsum interior finishwood shimflashing over drip capdouble insulating glass w/suspended film and low-E

Green roof / solar panelsEPDM slip sheet2x8 Ray-Core Structural Insulated Roof Panels3/4” sheathing16“ engineered wood beamJoist hanger10” timber joist

Detail 02double insulating glass w/ suspended film and low-E2x8 double sill2x8 Ray-Core Structural Insulated Panels - 2x6 stagger studs @ 24” o.c.3/4” plywood sheathing1x2 cementitious panel system sub-structure2’x8’ staggered seam cementitious exterior finish panels

wood frame windowwood sill w/ drip edgecedar slat screening system

Detail 03finish floor1-1/2” concrete topper3/4” sheathing2x8 sole plate16” engineered wood joist16“ engineered wood beam2x8 double top plate2x8 Ray-Core Structural Insulated Panels - 2x6 stagger studs @ 24” o.c.5/8” gypsum interior finish

cedar slat screening system2’x8’ staggered seam cementitious exterior panel finish1x2 cementitious panel system sub-structure3/4” plywood sheathing2x8 Ray-Core structural insulated panel w/ staggered studs

Detail 04finish floor1-1/2” concrete topper3/4” sheathing

treated sole plateanchor bolt @ ... o.c.16” engineered wood joistnotched foundation wall @ 24“ o.c. - to receive 16” engineered wood joists w/ 1/2“ gap for moisture barrier

reinforced concrete foundation wallwaterproofing membranebituminous cement coatinglandscape - sloping away

6” concrete slab on gradeextruded polystyreneunreinforced concrete mudslab

FUTURE [intervention] + PAST [cerda]

SURGICAL INTERVENTIONS Fall 2010 Clemson University - Barcelona Professor Toni Montes

Surgical Interventions uses the current 22@ re-organization plan for the neighborhood of Poblenou , Barcelona. Based on five local pedestrian attractors estimations were made and mapped, determining the paths with the highest foot traffic. The project uses the predicted circulation to blend and expand the typical Cerda block configurations, generating more public space within the grid. The resulting voids are connected using the sun as a guide, wrapping and elevating the building mass, a civic center to enhance the current urban fabric.

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POLIVALENT SPACECIRCULATION RAMPBATHROOMSTORAGEEXIST. CIRCULATIONENTRY LOBBYRECEPTIONELEVATORSTAIRCOMMERCIAL

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EXHIBITION ENTRYMECHANICALMEDIATECATERRACEMEDIATECA STOR.LUDOTECAROOFTOP PATIOASSOCIATION ROOMEXHIBITION HALL

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FLOOR PLAN KEY

massing concept 01

massing concept 02

final massing concept

ATTRACTOR CIRCULATION

SURGICAL I N T E R V E N T I O N S FUTURE [intervention] + PAST [cerda]

1. STUDENT ACCOMODATIONS 2. BAU - UPC STUDENTS 3. ELEMENTARY SCHOOLS 4. SENIOR CITIZEN HOME 5. ICT - LEITAT BUSINESSES

CORNER INTERVENTION

CIRCULATION RING EXPANSION

LOCAL ATTRACTORS

SURGICAL INTERVENTIONS USESTHE CURRENT 22@ RE-ORGANIZATION PLAN FOR THE NEIGHBORHOOD OF POBLENOU TO PREDICT THE FU-TURE CIRCULATION PATTERNS SUR-ROUNDING SITE 01. BASED ON 5 LOCAL PEDESTRIAN ATTRACTORS ESTIMATIONS WERE MADE AND MAPPED, DETERMINING THE PATHS WITH THE HIGHEST FOOT TRAFFIC.

DUE TO THE COMPLEXITY AND UNIQUE QUALITIES OF THE NORTH-EAST CORNER OF THE SITE, THE PROJECT USES THE PREDICTED CIR-CULATION TO BLEND AND EXPAND THE TYPICAL CERDA BLOCK CONFIG-URATIONS, GENERATING MORE PUB-LIC SPACE WITHIN THE GRID. THE RESULTING VOIDS ARE CONNECTED USING THE SUN AS A GUIDE, WRAP-PING AND ELEVATING THE BUILDING MASS, A CIVIC CENTER, TO ENHANCE THE CURRENT URBAN FABRIC.

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DAYLIGHT STUDY

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POLIVALENT SPACECIRCULATION RAMPBATHROOMSTORAGEEXIST. CIRCULATIONENTRY LOBBYRECEPTIONELEVATORSTAIRCOMMERCIAL

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EXHIBITION ENTRYMECHANICALMEDIATECATERRACEMEDIATECA STOR.LUDOTECAROOFTOP PATIOASSOCIATION ROOMEXHIBITION HALL

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FLOOR PLAN KEY

POLIVALENT SPACEENTRY LOBBYASSOCIATION ROOMCOMMERCIALCIRCULATION

PROGRAMATIC AXONMEDIATECALUDOTECAEXHIBITION HALLSUPPORT

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Screening the Elements

VISUAL UNDULATIONS Fall 2010 Clemson University - Barcelona Professors Dan Harding & Dave Lee

The project aims to develop new and unique ways to incorporate masonry into the design of a nursery sales pavilion in the South Carolina Botanical Garden. The solution integrates the current circulation patterns from the parking lot to the nursery into the strict 30’x30’ plan requirement. The masonry modules are a stark contrast to a typical brick wall application in the porosity and light screen-like qualitites that it posesses. As the winner of the competition, I received an assistantship for the following year from the sponser Carolina Ceramics.

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COMPONENT 3.3 PAVILION PLAN

ADA ACCESSIBLE BATHROOM

GLU-LAM SALES COUNTER

EXISTING CIRCULATION

BRICK SCREEN WALL

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4’x8’ STEEL PANEL ROOF SYSTEM

C-PURLIN SUB-STRUCTURE

W6x12 STEEL BEAMS

STEEL TUBE COLUMNS

COLUMN CONNECTION DETAIL

4” STEEL TUBE COLUMN

WELDED WEB CLEATS

FLANGE CONNECTION BOLTS

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BRICK SCREEN WALL STRUCTURE

NORMAN BRICKS

STEEL RODS - DIAMETER IS SMALLER THAN CENTER HOLE OF BRICK

METAL PUSH PLATES - HOLD BRICK IN PLACE

STEEL BASE PLATE - RODS AND PLATE ARE A WELDED CONNECTION

BELOW GRADE COLUMN CONNECTION

TOP OF SLAB

4” STEEL TUBE COLUMN

ANCHOR BOLTS

STEEL COLUMN BASE

CONCRETE FOOTING - FOOTING IS POURED FIRST AND THEN THE SLAB IS POURED OVER THE TOP

SOURCES: BRICKSTAINABLE.COMCOMPONENT 3.3 PAVILION DETAILS

COMPONENT 3.3 PAVILION DETAILSCOMPONENT 3.3 PAVILION DETAILS

ROOF PURLIN DETAIL

BOLTED CLEAT

PURLIN SLEEVE

W6X12 STEEL BEAM

C-PURLIN

SALES COUNTER DETAIL

2x4 GLU-LAM - ARRAYED AND STACKED TO MAKE 42” & 34” COUNTER HEIGHTS

SHELVING - MADE BY CUTTING PORTIONS OF WOOD MEMBERS

STEEL ROOF STRUCTURE

GLU-LAM SALES COUNTER

METAL PANEL AND STUD BACK-UP BATHROOM SURROUND

NORMAN BRICK SCREEN WALLS

CONCRETE FOOTPRINT

structural purlin detail

COMPONENT 3.3 PAVILION AXON

NORMAN BRICK MODULAR ROTATING SCREEN WALL

STEEL COLUMNS - SUPPORT FLOATING ROOF STRUCTURE ABOVE

SEE BRICK DETAIL DETAIL PAGE 01

STEEL PANEL & METAL STUD BACKUP BATHROOM SURROUND

CONCRETE SLAB ON GRADE - SMOOTH FINISH FOR ADA ACCESSIBILITY AND CLEANING PURPOSES

Design-Build WorkJanuary 2011 - Present

1 Pineapple Analysis2 Elliottborough Community Garden Wall3 Wooden Box Design4 Bathroom Renovation Project - Cabinet5 Greenville Architecture Month Display

Strength in Numbers

PINEAPPLE ANALYSIS Spring 2011 Clemson University - Charleston Professor Sallie Hambright

Studio V at Clemson’s Charleston campus is organized for students from landscape and architecture to work and collaborate together in a design-build project. The semester began with each student analyzing a fruit or vegetable of their choice (as seen above) in terms of structure, skin, poche, program and circulation. These lessons were then applied to developing a wall and planting system in a group design-build project. Photography, dissection, sketches, physical and 3D modeling was the medium for each analyses.

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COMMUNITY GARDEN WALL Spring 2011 Clemson University - Charleston Professor Sallie Hambright

After students conducted their vegetable and fruit analyses, the studio converged to develop the design for the Elliotborough Community Garden wall. Students worked with the community and held the responsibility to develop presentation materials, construction documents and obtaining building permits. Four undergraduate landscape architecture students and four graduate architecture students comprised the team; Jennifer Buchannon, Megan Corbett, Adam Kozic, Jessica Robbins, Jason Drews, Adrian Mora, and Maxwell Streeter and myself.

Elliotborough Community Garden Wall

6”0 1’ 2’ 3’ 4’ 5’

WOODEN BOX DESIGN Spring 2011 Clemson University - Charleston Professor David Pastre

Clemson’s Charleston campus has a course titled Introduction to Craft, a semester long elective in the wood shop. As an intro project, each stu-dent was assigned to design a box out of wood that was a maximum of 275 cubic inches in volume. This was my first time working with wood and I chose to design a jewelry box that I can easily take on my travels. The exterior is made of walnut and the interior with a much denser wood called wangay. The entire box was finished with a tung oil that preserves the natural color and state of the wood.

Personal Jewelry Box

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cutting the finger joints on the table saw four sides complete - PERFECT FIT! glued up and clamped, ready to dry

patch work with glue and sawdust paste the lid fits, prior to sanding and finishing fitting the interior pieces

project 01 box design construction drawings

project 01 box design construction drawings

compressor cabinet construction documents

compressor cabinet model images

BATHROOM RENOVATION Spring 2011 Clemson University - Charleston Professor David Pastre

As a follow up to the wooden box project, the seven students in the Introduction to Craft course designed and renovated a bathroom within the school’s building. I was responsible for the storage cabinet that housed AV equipment, an air compressor, and supplies. The theme of the bathroom design included the use of maple wood that were formed into slates, some tapered to make the sink and handles of the cabinet, others that merely acted as screens. Homemade soundproofing materials were also made out of carpet pad and shower liner.

Storage Cabinet

compressor cabinet construction documents

the cabinet spans from floor to ceiling and serves three programmatic functions

removable panel conceals AV equipment

homemade soundproofing material

materials steel rod stresses when loaded cables work in tension against stresses

overall elevation + dimensions loaded display structure side elevation

sectional plan

plan sectional plan

steel cable turnbuckles magnets c-clamps

1/2” steel rod18 gauge metal studs - 1.5 x 8 x 10’

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cc ccllaammppss

GALLERY DISPLAY INSTALLATION Spring 2012 Clemson University Professor Dan Harding

As part of our design-build and community oriented design studio, team members Mike Niezer, Richard Chalupa and I designed and built a steel display structure. The basis is a collaborative interaction with the structure so that in order to erect teamwork is required. After the structure is in place, users can magnetize or fasten drawings, boards, and models to the face of the steel stud shelves. This project was completed for the final review and installed within the exhibit space where students from the studio presented their work pecha kucha style to their peers, faculty, and the community.

Greenville, SC Architecture Month Display

jig that holds top and bottom frames together for accurate welding

1/2” steel rods were bent in four places to make the top frame

materials steel rod stresses when loaded cables work in tension against stresses

overall elevation + dimensions loaded display structure side elevation

sectional plan

plan sectional plan

steel cable turnbuckles magnets c-clamps

1/2” steel rod18 gauge metal studs - 1.5 x 8 x 10’

20"

10"

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cc ccllaammppss

spot welding the frames

mini final design prototypethe finished displays installed within the exhibition space

Professional ExperienceAugust 2007 - August 2010

1 Illinois Central College (ICC) Cougarplex2 University of North Florida (UNF) Recreation Center3 Illinois State University (ISU) Student Fitness Center

*Involved in a range of phases for the following projects from conception to completion *Programs used include Microstation, Revit, Sketchup, Adobe Creative Suite *Completed LEED credit submissions and acted as the Junior Project Manager for the ICC project

PROFESSIONAL WORK Illinois Central College Cougarplex Center Peoria, Illinois PSA-Dewberry Inc.

The project consists of a new fitness center and sports complex along with the remodel of the existing Lorene Ramsey Gymnasium. The facility includes a gymnasium, balcony running track, exercise space, classrooms, offices, locker rooms and an area for child day care. The use of perforated screens allows to deflect unwanted glare and direct gain from the building . A green roof is planted on the rooftop and the project is expected to earn a Silver LEED certification.Tasks completed: development of interior/ exterior elevations, wall sections, plans, rcp, construction administration, LEED credits

CLIENT: Illinois Central College SQUARE FOOTAGE: 64,000 COMPLETED: September 2011

PROFESSIONAL WORK University of North Florida Recreation Center Jacksonville, Florida PSA-Dewberry Inc.

The new recreation facility at the University of North Florida is still under construction and slated as LEED Certified. The facility will include a climbing wall, fitness rooms, aerobic space, multi-use outdoor balconies, locker rooms, and an 1/8th of a mile suspended track mezzanine. This project was done entirely in Revit, a first for the office, and allowed for collaboration with the partnering Florida based design firm Borelli Architects from the Chicago location.Tasks completed: schematic design physical model concept, programming, and revit - schematic and design development phases

CLIENT: University of North Florida SQUARE FOOTAGE: 75,000 COMPLETED: Summer 2012

PROFESSIONAL WORK Illinois State University Student Fitness Center Normal, Illinois PSA-Dewberry Inc.

This project consisted of the demolition of two existing residence halls along with the selective demolition of McCormick Hall to create a new 180,000 square foot facility that bridges a major thoroughfare through the City of Normal. The facility consists of basketball courts, an indoor track, pools, aerobic spaces, and a climbing wall. The center also includes classrooms, laboratories and office space for the School of Kinesiology and Recreation. Tasks completed: Red lines, coordination drawings, elevations (interior + exterior), reflected ceiling plans

CLIENT: Illinois State University SQUARE FOOTAGE: 180,000 COMPLETED: September 2010

Graduate Design + Professional Working Portfolio

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