2022 Portfolio

Ian Kordonis|Portfolio

RESUME PROSPECTIVE ARCHITECTURAL ASSOCIATE 902 Creekside Drive Apartment A Clemson, SC 29631 ikordon@g.clemson.edu | 843 460 5361

EDUCATION Clemson University

Master of Architecture | 3.69 GPA

College of Charleston

Clemson, SC

Expected Graduation Spring 2022

Bachelor of Business Administration | 3.4 GPA

Trident Technical College General Education | 3.8 GPA

Charleston, SC

Graduated Spring 2018

Charleston, SC

EXPERIENCE

“This direct contact with reality can take place only on the terrain of invention.”

Charleston, SC

Graduate Assistant|Materials Lab

Clemson, SC

- Carlo Ginzburg Microhistory

Maintained equiptment in Woodshop Taught and guided students on projects

Cowboy|Phillips Cattle Company Gathered and branded stock Rode pasture and repaired fence Vaccinated heifers, cows, and calves

Mule Packer & Trail Cook|Triangle X Ranch Organized horse-led camping trips into the Bridger-Teton Wilderness for guests

Assistant Chef|Sunshine Village Ski Resort

Provided and implemented innovative food to guests Lived and worked on skil hill

Ski-Crew|Jackson Hole Resort Parked Cars Operated ski lifts

Summer, Fall 2021 Spring 2021

Baker City, OR

Summer 2019, 2020

Jackson, WY

Summer 2016, 2017, 2018, 2019

Banff, CAN Winter 2018, 2019

Jackson, WY Winter 2019

Captain, Event Cook|Salthouse Catering

Charleston, SC

Valet Attendant|Ralph Johnson VA Hospital

Charleston, SC

Prioritized guests and lead teams in events ranging from downtown residences to corporate showings Assisted Veterans in and out of hosptial Parked manual and automatic cars

Banquet Server|Kiawah Island Golf Resort

Served guests at Night Heron Grill Organized banquets for East Beach Conference Center Retail attendant of golf pro shop in the Sanctuary Hotel

Pantry Chef|Masters Golf Tournament

Prepared and cooked culinary events for corporate groups Worked with Executive Chef on special plates

2020-2022

Final Role | President Initial Role | Fundraising Chair

LEED GA Candidate Eagle Scout

2022 2010

VOLUNTEERING

Architectural Intern|KHA Architects Assisted in technical drawing development Developed 3D computer models

LEADERSHIP ROLES + HONORS

Graduate Architectural Professional Partnership

2015-2018

2014-2017

Kiawah Island, SC 2010-2014

August, GA 2010

Pickens Habitat for Humanity

2021

On-site construciton

South Carolina Oyster Recyling Enhancement

2017-2018, 2021

Charleston Waterkeeper

2016-2018, 2021

Oyster Rehabilitation Marsh Sweeper

Preservation Society of Charleston

2017

House Docent

Lowcountry Equine Assisted Pyschotherapy

2016-2018

Barn maintenance and Feeding

SKILLS

Microsoft Office Adobe Suite Google Suite Revu

INTERESTS

Leatherwork Cooking Guitar Woodwork

Vray Lumion Enscape TwinMotion

Rhino Revit AutoCAD Sketchup

PowerCADD Laser Cutter 3D Modeling

Sketching Watercolor Reading Writing

Riding Hiking Skiing Fishing

Conservation Restoration Sustainability Farming

REFERENCES George Schafer

Tanya Gurrieri

Rebecca Hoyle

Robert Turner

Andreea Mialache

Kevan Hoertdoefer

Clemson Senior Lecturer (704) 562 - 9100 Triangle X Dude Ranch (307) 413 - 0457

Salthouse Catering (843) 991 - 4510 Clemson Asst. Professor (202)-492-6835

Painter & Teacher (843) 442 - 3644 Architect (843) 270-4232

CONTENTS 01 ARDMORE 02 RISE 03 WEAVE 04 ALAMILLO 05 MUNGO 06 LEATHERWORK

8-15

Community + DesignBuild

16-23

Empathy + Transistional Housing 24-29

Textile Operations + Craft Formations + Fashion Academy 30-33

Structural Research + Modeling 36-41

Peace + Residential

44-49

Lifestyle Application + Design + Craft

ACADEMIC

01

ARDMORE

Fall 2021, Clemson University MArch I

Professor: David Pastre Duration: Semester long Project Team: Geoffrey Powell, Landon Hannah, John Owens, Mia walker, Michaela Chrisman, Brittany Lapple, Daniel Cassanova, Xander Pagayon, Maddilyn Riester, Kayla Pratt, Lauren Praeuner, Baker Roddey, Courtney Wolff Digital Model | Revit + Rhino Rendering | Vray + Photoshop + Illustrator Project Description The Adrmore Neighborhood Park Pavilion was based in the West Ashely portion of greater Charleston, South Carolina.

The deisgn process aimed at interacting and serving the needs and desires of the Ardmore/Sherwood neighborhood. Being a community design build, the second portion of the studio focused on undergraduate and graduate students designing, fabricating and physically building a structure for the entirety of the semester.

Along with our design goals as a studio, we were afforded the privlege of working with The City of Charleston Parks Department and The Charleston Parks Conservancy, as well as many other members of the community to realize our visions. We are extremelly grateful for their donations, energy, thoughtfulness and dedication to helping us achieve the very best for the West Ashely Community.

This area is also part of a master plan project to connect the West Ashley bikeway with our design. Over the next few years there will be several additions including benches, sidewalks and native vegetation.

8

9

01 CONCEPTUAL The left side of this page details the individual design stage of the studio. My initial thoughts were to break up the program needs of the structure with individual roof sections. A bigger slab area intends to be the meeting point between a previous studio project and the new site. pulling from tidal vernacular in the areas around Charleston, the build itself was meant to appear lightweight but sturdy in design and guide runoff from hotter humid months into a rainwater garden. The garden doubles as a bench seat and disperses the excess into a rentention pond adjacent to the site.

W Epage S T AisSone H L of E Ythe A final RDM O R E P of AR K The right side of this iterations the project in model form. It is a variation of a tradtional gable roof pavilion. The spine is split into a duality of roof program, with the south facing slope a 3/12 green roof and the north side and undulating standing seam roof starting at a 2/12 incline and finishing at a 4/12 incline in the northeast corner.

2

1

FUTURE COMMUNITY GARDEN CONNECTION NATURAL BUFFER OF EXISTING TREE LINE

COMMUNITY ENTRANCE

RAINWATER GARDEN SEC

WEST ASHLEY ARDMORE PARK

PERMEATE TIO

RAIN FALLS FROM THE SLOPED ROOF

NC

UT

FUTURE COMMUNITY GARDEN CONNECTION

BRITTANY LAPPLE, XANDER PAGAYON & IAN KORDONIS

NATURAL BUFFER OF EXISTING TREE LINE

PRECEDENT STUDY COLLECTS IN PROJECT | TUCSON AUDUBON’S PATON THE PLANTER CENTER FOR HUMMINGBIRD’S WILDLIFE PAVILION ARCHITECT | DUST GRAVEL PATH

SEC

TIO

4

3

VIEWS OF MULBERRY CROSSING

AND EXCESS IS CHANNELED BACK INTO THE RETENTION POND

COMMUNITY ENTRANCE

RAINWATER GARDEN

PLAY AREA

NC

UT

RAIN FALLS FROM THE SLOPED ROOF

COLLECTS IN THE PLANTER

EN L

D GE AR

EARLY MORNING

EARLY AFTERNOON

GRAVEL PATH

VIEWS OF MULBERRY CROSSING

AND EXCESS IS CHANNELED BACK INTO THE RETENTION POND

5

PLAY AREA

LATE AFTERNOON

6

10

1,2,4. Model Shots of Individual Concept Design 3. Site Conceptual Design for Ardmore Park Plan 5. Sketch Concept Section of Performative Parts of Concept EARLY MORNING

EARLY AFTERNOON

LATE AFTERNOON

6. First Studio Concept Design Model

11

01 FABRICATION This part of the project was towards the end of the semester.

After our final conceptual designs were approved by various groups following our studio’s efforts, we began to make construction documents and shop drawings to detail how we would build the project from start to finish.

Our design utilizied steel in every connection point, and every single weld was done by members of our studio. I have experience in mig-welding and was given a lot of the metal fabrication responsibility on the project. This included slab to column connections, beam fabrication, spine connections, bench and table connections and lateral supports. The studio’s process was cutting flat bar hot rolled steel into sections, making a jig according to shop measurements and welding peices together until completion.

I helped make the rebar plan for our slab pours as well. We had two seperate pour situations which inlcude a single and a double turn down. We were able to over assume structural support by spacing the grid 18” apart on center.

We cut, shaped, and tied together the grid on site as seen in the phtotos.

SP-2 SP-2 SP-2 SP-2

3

12

TOP PLATE TOPTOP PLATEPLATE 2 2 1'-0"= 1'-0" 3" = 1'-0"3" = 3"

0' - 6"

2' - 0" 2' - 0"

CHARLESTON PARKS CONSERVENCY AND CITY OF CHARLESTON

FOUNDATION DETAIL AT LATERALS 1" = 1'-0"

Quantity: 8

3

AXONOMETRIC VIEW AXONOMETRIC VIEW AXONOMETRIC VIEW 3

3

2

SHEET TITLE:

FOUNDATION EDGE 1" = 1'-0"

FOUNDATION 6 CONNECTIONS

#4 REBAR

Project Status 0' - 3" Issue Date

VAPOR MEMBRANE

1' - 4" TYP.

#4 REBAR

CONCRETE VAPOR MEMBRANE

CONCRETE FOUNDATION

SHEET TITLE: SHEET TITLE:

FOUNDATION FOUNDATION CONNECTIONS CONNECTIONS

1. Picture of Me Welding in CDCC Wood Shop

2

FOUNDATION AT COLUMN 1" = 1'-0"

2

FOUNDATION AT COLUMN 1" = 1'-0"

1' - 4" TYP.

0' - 3"

0' - 3"

MULBERRY STREET, CHARLESTON SC 0' - 1 1/2"

VAPOR MEMBRANE

0' - 1 1/2"

2. Picture of Me Guiding Paint Crew at CDCC

FOREST PARK PAVILION

MULBERRY STREET, CHARLESTON SC

ARDMORE AND SHERWOOD FOREST PARK PAVILION 8" ANCHOR BOLTS

VAPOR MEMBRANE

FOUNDATION DRAWN BY: CLEMSON BUILD DRAWNCOMMUNITY BY: CLEMSON COMMUNITY BUILD

ARDMORE AND SHERWOOD MULBERRY STREET, CHARLESTON SC

ARDMORE AND SHERWOOD FOREST PARK PAVILION

3/8" STEEL PLATE CENTERED IN POST #4 REBAR 5/8 THROUHG BOLT 0' - 3" 0'MULBERRY - 3" STREET, CHARLESTON SCPLATE 3/8" STEEL

8" ANCHOR BOLTS

0' - 5 1/2" 0' - 5 1/2"

0' - 3"

0' - 2 1/2" 0' - 2 1/2"

Issue Date

ARDMORE AND CHARLESTON PARKSSHERWOOD CONSERVENCY A113 AND CITY OF CHARLESTON FOREST PARK PAVILION

3/8" STEEL PLATE CENTERED IN POST CHARLESTON PARKS CONSERVENCY 5/8 THROUHG BOLT 6X6 STEEL POST PLATE AND CITY OF CHARLESTON 3/8"

#4 REBAR DRAWN BY: CLEMSON COMMUNITY BUILD

0' - 1 1/2"

0' - 1 1/2"

2' - 0"

FOUNDATION EDGE 2 DRAWN BY: CLEMSON BUILD 1"COMMUNITY = 1'-0"

#4 REBAR

2

CHARLESTON PARKS CONSERVENCY AND CITY OF CHARLESTON 6X6 POST

DRAWN BY: CLEMSON COMMUNITY BUILD 0' - 3"

0' - 3 1/2"

Issue Date

Quantity: Quantity: 8 8

VAPOR MEMBRANE

2' - 0"

3"

Project Status

Project Status

2 A112

2' - 0"

MULBERRY STREET, CHARLESTON MULBERRY STREET,SC CHARLESTON SC #4 REBAR

1 A112

#4 REBAR

0' - 1 1/2" 0' - 1 1/2"

0' - 3 1/2"

0' - 3"

1' - 4" TYP.

0' - 3 1/2"

3 5/8"

SP-1

MULBERRY STREET, CHARLESTON SC

1 A113

VAPOR MEMBRANE

0' - 3"

2

FOUNDATION DETAIL AT LATERALS 1 1" = 1'-0" 1

#4 REBAR

EDGE OF FOUNDATION AT LATERAL

3 5/8"

3/8"

SP-1 SP-1

1 ARDMORE 1" =AND 1'-0"SHERWOOD FOREST PARK PAVILION 1' - 4" TYP.

3 5/8"

3"

2 1/2" 3"

9 1/8"

9 1/2"

2' - 0" EDGE OF FOUNDATION AT LATERAL CHARLESTON 1 PARKS CONSERVENCY 1" = 1'-0" AND CITY OF CHARLESTON

3/8"

2 9/16" 3/8" 2 9/16"

Quantity: 8 Quantity:Quantity: 8 BASE PLATE BASE PLATE 8 BASE PLATE 1 1 3" = 1'-0" 3" = 1'-0" 3" = 1'-0"

9 1/8"

3/8"

2 3/4"

2 9/16" 3/8" 2 9/16" 2 9/16" 3/8" 2 9/16"

1

9 1/8" 9 1/2"

2 3/4"

1 1/2"

5 1/2"

2 3/4"

2 1/2"

9 1/2"

2 3/4"

2 3/4" 2 3/4"

5 1/2"

5 1/2"

1 1/2"

CONCRETE FOUNDATION CONCRETE FOUNDATION

VAPOR MEMBRANE

ARDMORE AND SHERWOOD ARDMORE AND SHERWOOD VAPOR MEMBRANE FOREST PARK PAVILION FOREST PARK PAVILION

2' - 0"

5 1/2"

1' - 4" TYP.

2' - 0"

2' - 0"

2 3/4"

2' - 0"

5 1/2"

2 3/4"

#4 REBAR

CHARLESTON PARKS CONSERVENCY CHARLESTON PARKS CONSERVENCY AND CITY OF CHARLESTON AND CITY OF CHARLESTON

0' - 3"

SP-1 1 1/2"

2 1/2"

2 1/2" 1 1/2" 1 1/2" 2 1/2"

2 1/2"

1 1/2"

1' - 4" TYP.

#4 REBAR

1' - 4" TYP.

0' - 3"

0' - 3"

SP-2

#4 REBAR

1' - 4" TYP.

0' - 3"

2 3/4"

CONCRETE FOUNDATION

0' - 6"

2 3/4" 2 3/4"

SP-2

#4 REBAR

0' - 6"

5 1/2"

CONCRETE FOUNDATION 0' - 3"

0' - 6"

2 3/4" 5 1/2"

5 1/2"

0' - 3 3/4" 0' - 3 3/4"

5 1/2"

5

0' - 6"

SP-1 SP-1

4

0' - 3 3/4" 0' - 3 3/4"

2

0' - 6"

1

0' - 3 1/2"

On top of fabrication, planning and helping to make Revit drawings, I was also in charge of maintaing the project’s budget and communicating with various vendors for the project’s material list. This included talking with, and comparing quotes with several steel and lumber yards.

We stayed under budget for the project.

CONCRETE FOUNDATION

DRAWNTITLE: BY: CLEMSON COMMUNITY BUILD SHEET

FOUNDATION DETAILS FOUNDATION DETAILS GROUND FLOOR PLAN 1

CONCRETE FOUNDATION

SHEET TITLE:

DRAWN BY: CLEMSON 2' - 0" SHEET TITLE: COMMUNITY BUILD

FOUNDATION DETAILS FOUNDATION

3/16" = 1'-0"

2' - 0"

SHEET TITLE:

DETAILS

3. Foundation Connections from Studio Shop Drawings SHEET NO.

SHEET NO.

7

A112 A112 SHEET NO.

4,5. Me on Site Helping with Slab Pour

6. Foundation Details from CD Set

7. Rebar Plan from CD Set

13

01 BUILD These are some photos from the finished build. I particularlly like the one on the left. It represents a moment in time that the structure itself frames the context. We’re hoping that visual frames like this present itself to the people who will inhabit this site for years to come.

1

14

2

15

02

RISE

Fall 2020 | Clemson University M. Arch Studio 8520 | Vunerable Cites & Populations Professors | Ulrike Heine, George Schafer, David Franco Type | Academic with Geoffrey Powell Digital Model | Rhino Rendering | Vray + Photoshop + Illustrator

Project Description RISE attempts to reclaim transistional housing in Fairbanks, Alaska, for Native women who have become victims to domestic violence. This design proposal seeks to offer a housing hybrid that is tuned to the needs of the women and children victimized by multigenerational abuse and trauma.

We chose a forested site along the Chena River that connects deeply to vernacular roots of the region, while allowing the design to lean into natural pressues architecturally, such as glacial retreat. By paying respect to the typologies of the region, and adhering to a re-use and reclaim strategy, the bulding will host these users in a safe and sustainable manner. The sites programs and spatial courtyards provide a direct passage towards generational healing, while maintaing a safe distance for community integration.

The general proposal includes 60 bedrooms for all ages, an emergency medical clinic, therapeutic spaces, educational clasrooms, a gym with a running track, a vertical farming program, greenhouse spaces, and four outdoor courtyards totaling around 60,000 square feet on 3.16 acres.

16

17

01

SUMMER SOLSTICE

22hrs

This is the south side section of our model. It gives a better view into the public to private gradient that is showcased in the courtyards. This being a shelter for victims of domestic violence, we adhered to the safety concerns by providing a series of courtyards protected by the sites volumes, that also utilized inspirations from the vernacular typologies in our studies.

GREEN ROOF

125% INCREASE IN

VEGETATED AREA

Figure 2 represents the rising of our volumes in areas. This is a direct response to the Athabascan food cache shelter, where food is stored high above predators. Our building is raised against two predators. Rising glaciel retreat that floods from the adjacent Chena River, and potential abusers who might attempt to re-engage with the victims of our site.

Native plantings attract pollinators and recycle any emissions into clean air

AV E

RA GE SU

3 hrs

SW

MMER

Figure 3 represents the lowering of our site in several areas.

It might be unintuitive at first to lower our building into the earth, especially considering our site is in a permafrost zone.

But, this lowering is inspired by the Athabascan deng house, and we have designed spaces that collect heat from a geo-thermal well system, and also helps to protects our site from previously stated intruders. Along with the lowering, there is an added feature known as a thermosyphon, which extracts heat produced from our volumes in the earth, and radiates it into our courtyards, making the spaces habiatable in the winter, and the permafrost layer intact always.

ph WIND SPEED 4.5m

S/ mph to 7

TREE WADDING

Protects enbankment from erosion and users from intruders. Over an acre of native trees were REPURPOSED in CONSTRUCTION MATERIALS AND TO SUPPORT HABITAT RESORTATION

FROST LINE 42”

Figure 1 helps root our users to tradition in the site, by adhering to the presence of tress amongst the volumes. We have designed special organic concrete ‘baskets’ made from fly ash wood slurry, both upcycled waste materials, that protect the trees, provide heat, and comfort to our users as they heal from their experiences.

FROST LINE 42”

TAKING TREES OFFSITE IS NOT GOOD SUSTAINABILITY

108,000ft3

RE-USE CLEARED TREES AS WADDING ON SITE

EMERGENCY TANK

PERMAFROST PERMAFROST

FIG. 2

FIG. 1

+ PROTECT TREES

18

WINTER SOLSTICE

+ FIRE PIT

+ BENCH

LOW STRUCTURE INVITES INTRUDERS

FIG. 3

+ ATHABASCAN CACHE HOUSE

+ USERS ON SECOND FLOOR FOR SAFETY

1. South Side Section Cut Perspective of Model

HEALING COURTYARDS NOT INHABITABLE IN WINTER

Fig. 1 Concrete Baskets Graphic For Courtyards

+ ATHABASCAN DENG HOUSE

Fig. 2 Athabascan Food Cache Graphic For Users and Safety

COURTYARDS LIVABLE IN WINTER WITH THERMOSYPHON

Fig. 3 Athabascan Deng House Graphic For User and Safety

8 19

01

MYCOFOAM BUSINESS UPCYCLE

1

TRANSPORT HAY

Along with a mindest towards the region’s culture and traditonal roots, we also implemented a heavy awareness of sustainability and minimizing our footprint of construction and materials. We used a mycofoam insulation that is grown on site in our first volume, which is dedicated to vertical farming. This model provides an abundance of revenue to keep users focused on healing. Over 97% of foodstuffs are imported in from outside of Alaska. This model along with the vertical farming components provides food and money for the site and Fairbanks. Mycofoam is compromised of completely natural materials that grow without artificial energy making it a sustainable all life cycle product insulation that does not need treatments against fire, unlike traditional polystyrene panels.

DAY 1

From Alaska Feed Company

5

2

STERILIZE DAY 2-4

Hay substrate

3

INNOCULATE DAY 5-6

Mycelium with sterilized hay

WALL TYPES USED IN CONSTRUCTION

4

FORM DAY 7-17

Innoculation into 4x8 panels

EXPORT DAY 18

Mycofoam insulation to Spenard’s Building Supply

$300,000 In annual revenue

The axon section cut provides insight into where the mycofoam insulation is being used, as well as the other sustainable materials that are built into the site.

100% Upcycle process using waste materials 1

WALL SYSTEMS USED WITH MYCOFOAM INSULATION MYCOFOAM WITH POLYCARBONATE AND GLU-LAM BEAMS

3

ARTIC 2X6 STUD WALL SIPS WALL PANEL WITH R-21 MYCOFOAM ASSEMBLY WITH INSULATION SOYBEAN RESIN MDF

MYCOFOAM

GLULAM/CLT

POLYCARBONATE

2

20

1 Mycofoam Business Cycle Using Regional Waste Materials

2 Construction Types Using Mycofoam Insulation in Building

3 Section Cut Axon of Living Units

8 21

22

Cote Top Ten Competition Boards

8 23

02

WEAVE

Spring 2020 | Clemson University M. Arch Studio 8420 | Architectural Materials & Assembly Professors | Peter Laurence, Andreea Mihalache Type | Academic with Tuyen Tram Digital Model | Revit + Rhino + Grasshopper Rendering | Vray + Photoshop + Illustrator

Project Description Craft Asheville is an attempt to create a textile design school with accomodations for students and residents of the greater Asheville region. The chosen site location, next to St. Lawrence Basilica attempts to widen the epicenter of downtown Asheville while creating a transcendental architectural experience through space, light, techtonics and community connections. Our design proposal centers around an axial condition of our site. One linear line coming from the center of downtown, the Grove Arcade, and two from the northern neighborhood side of Asheville. From this axis we developed a park in front of our site that enhances the walkability of downtown Asheville. The pedestrian bridge follows the line of the other axis and offers residents of the neighborhoods around Asheville to commute to town using bikes and their legs.

24

25

02 The program is divided into two buildings. The larger building is designated for academic spaces, while the tower is designed for housing. Both have entrances at the angle of the building allowing the outer screen to curtsy like a dress.

There is an underground garage for teachers and others who decide to drive to the location.

2

Asheville, like many other cities, faces issues with homelessness, which led us to include housing opportunities for low-income families and individuals within the facility. There are several programs on the site that create jobs for this user group.

3

The ground floor of the school has a research facility that is centered around utililzing different textile techniques to develop new forms of clothing. The intention is to have a sustainable upcycle of materials for sale. By developing a relationship with local farms and breweries, in the region, to help source raw, organic materials for this research, the site hopes to develop a communal condition between the school and Asheville.

For the project, we were inspried by two textile operations: knotting and blending. The blending concept came from our study of the modern recyling process of leather. This process breaks down the leather into a fiber and blends it to produce refabricated leather hides. With knotting, we realized that most knots are interlaced in and out of the knot itself. These two operations led us to design our project around blending and interconnnecting various program spaces, both spatially and architecturally.

4

5

1

26

1 Digital Model Render with Basswood, Chipboard and Wire Textures | Revit + Vray

2 Textile Operations Experiment

3 Program Space Sketch

4 North/South Site Section

5 East/West Site Section

27

02 The main rendering on this page shows the back entrance bridge to the textile school. It is a direct link from the adjacent Asheville neighborhoods to the heart of downtown.

This connection re-locates the focal point of regional commute to the historic and shopping districts.

The far right is a detailed structure model of the housing tower. Done in conjuction with our second structures course, we select beams, girders, and columns that were appropriate for loads, as well as efficient in cost. Based off research, we knew that wind loads above a certain height had to be accounted for. We should a skeleton shaft concept for that reason. It provides a reinforced concrete core, where steel members can branch out from.

2

3

1

28

1 Rear View of Revit Render | Vray

2 Dorm Balcony of Revit Render | Vray

3 Structural Skeleton of Housing Tower

29

05

ALAMILLO

Fall 2019, Clemson University MArch I Arch 8700 | Structures I Professor | Michael Carlos Barrios Type | Academic with Josiah Kinney & Raymond Gross Model | 3D Print + Guitar Strings + Basswood + Concrete

Project Description This project was a an attempt to model Santiago Calatrava’s Alamillo Bridge in Seville Spain. The Bridge Tower and road way are 3D printed, with the land portion of the model is cast in place concrete. With the use of a dremel tool, I placed guitar strings through the tower one by one to mimic structural tension on the bridge.

30

31

05 These are process photos of our project. We substituted a mirror glass for the river that flows underneath the bridge.

We made our concrete mold out of MDF. This project two approximately one month from start to finish.

32

1

2

3 1 Progress Photo of Bridge Placement

2 Progress Photo of Bridge Placement

3 Casting Rockite and Conrete for the Topography Base

33

PROFESSIONAL

05

MUNGO

Fall 2021, Kevan Hoertdoefer Architects Mentor: Kevan Hoertdoefer Duration: Mid November Project Team: Kevan Hoertdoefer Hand Sketching | Lead + Ink Digital Model | Rhino Rendering | Rhino + Photoshop

wood tread

L angle NOTES steel tube

- move stair assembly to site - screw angle bar into bottom riser tread - connect riser wood piece to tread woodpiece using a dowel joint - continue process going up

3'

6"

1'-0"

0'-6 12 " 1'-2"

all dowel and screws hidden

Project Description This residential project in Charleston was a joy to work with.

My mentor and boss, Kevan Hoertdoefer gave me design freedom with the central staircase of the project. Being that the site was on deep water, I wanted the shadow of the late day sun to mimic the natural context. The steel spindles are 3/8” thick flat bar steel that mimic marsh reeds. The entire assembly including the stringer and supporting steel connections will be assembled as one unit. The piece will go up at sometime this year. The build starts sometime this spring.

wood dowel joint screw 1/2" x 1/2" x 3/32" L angle bar 1 1/2" x 4" steel tube stringer 2" thick wood tread

opening for steel reed spindles stringer moved 6" from outside edge of plank

wood riser

wood tread

slot for spindles

3'-6" 1 1/2"

NOTES - move stair assembly to site - screw weld plate into wood griprail

3'-6"

0'-2" 0'-4 12 "

2'-5"

2" x 3/4" wood griprail

wood griprail

1 1/2" wood riser

1 1/4" x 1/4" steel plate 3/8" thick steel spindles

wood tread

steel reed spindles

steel tube

1 1/2" x 4" steel tube stringer 2" thick wood tread

36

37

05

wood tread

L angle NOTES

This page details- move thestair angle each specific set of spindles assembly to site must take in order to angle work accordance with ADA. No - screw barin into bottom riser tread space should be over the maximum allotment of four - connect riser wood piece inches between spindles.

After iterative process this to tread woodpiece usingthe a dowel shop drawing set onjoint the right will tackle that constraint - continue process going up caused by code.

steel tube 3'

6"

1'-0"

0'-6 12 " 1'-2"

all dowel and screws hidden wood dowel joint screw 1/2" x 1/2" x 3/32" L angle bar 1 1/2" x 4" steel tube stringer 2" thick wood tread

opening for steel reed spindles stringer moved 6" from outside edge of plank

wood riser

wood tread

slot for spindles

90° 90° 90° 98° 106° 96° 87° 90° 102° 80°

88° 94° 90° 84° 102° 84°

Top Step

STEP A

90°

90° 94° 94° 78°

98°

STEP B

STEP C

90° 94°

94° 90°

94° 90° 90° 96° 90° 72°

3'-6"

96°

STEP D 3/8" TYP

1 1/2"

NOTES NOTES

3/8 " THICK TAPERED FLAT STEEL SLATS

- move stair assembly to site - screw weld plate into wood griprail

3/8" THICK AT TOP 1&1/2" AT BOTTOM

0'-2"

s ^o fbp

DEGREES (°) SHOWN ACCOUNT FOR SLATS SPACING THAT NEED TO BE WITHIN 4" MAXIMUM FOR ADA CODE

3'-6"

0'-4 12 "

2'-5"

2" x 3/4" wood griprail

wood griprail

1 1/2" wood riser

1 1/4" x 1/4" steel plate 3/8" thick steel spindles 1 1/2" x 4" steel tube stringer 2" thick wood tread

38

wood tread

steel reed spindles

steel tube 96°

87° 90° 90°90°

STEP E

90° 90° 80° 98° 86° 90°

STEP F

98°

93° 90° 70° 90° 78° 74°

1.5" TYP

Bottom Step

39

05

wood tread

L angle

These drawings on the right detail the direction each spindle must take in order to be welded appropriately on the unit.

Each wooden plank has a 1.5” slot to accomodate a series " -6 3' from left to of three rows of spindles. Each spindle moves right 3/8” with the space given. Each spindle stays within the ADA code.

steel tube

NO

1'-0"

M LR0'-6 12 " 1'-2"

all dowel and screws hidden

SL AW PO IN

opening for steel reed spindles stringer moved 6" from outside edge of plank

wood riser

wood tread

slot for spindles L M M R

L

M

L

M

L R

R L

ML

L

L M

Top Step

M

M M L M

A

M M M L M

B

C

3'-6" 1 1/2"

3'-6"

0'-2" 0'-4 12 "

2'-5"

wood griprail

1 1/2" wood riser wood tread

steel reed spindles

steel tube

L

R M M

M

R L

L L

L L

D

40

M M R

M

R R L M R R M L

L M

E

F

BOTTOM STEP

41

PERSONAL

08

BELTS

Type | Personal Materials | Shoulder Hide + Dye + Neatsfoot Oil + Thread Tools | Strap Cutter, Edger, English Point Tip Punch, Oblong Punch, Stitch Punch, 2 Size Hole Punch, Round Maul, Burnisher

Project Description Through my times working in Wyoming and Orgeon, I was able to learn the craft of leathework. I first picked up the profession through the leatherworker at Triangle X Dude Ranch in Moose, Wyoming. I learned enough from him to get me started, and since then have developed my own techniques. Pictured are belts I have made over the years for myself. I have been fortunate enough to use this skill to improve my finacial situation while I navigate my academic career.

44

45

08

CHAPS

Type | Personal Materials | Chap Leather + Shoulder Hide + Dye + Neatsfoot Oil + Thread Tools | Strap Cutter, Round Knife, Edger, English Point Tip Punch, Oblong Punch, Stitch Punch, Round Maul, Burnisher, Quick Rivet Set, 3 Size Hole Punch

2

3

4

5

6

7

8

9

Project Description I designed this pair of chaps for myself over the winter of 2019. Traditionally chaps are designed to hold warmth, and provide protection from brush and rope burns. This pair was used in Wyoming on mule pack trips into the wilderness adjacent to Yellowstone National Park. They were also used at Phillips Cattle Company in Baker City, Oregon in the summers of 2019 and 2020. The conchos and brass hardware are designed by a metalsmith and saddlemaker out of Pagosa Springs, Colorado. All hardware is brass to match my saddles brass stirrups and connection points. What is referred to as the ‘yokes’ of the chaps, are designed and inspired from the outline of the Grand Tetons. This set of yokes in particular showcase the view from the leathershop I learned in. The entire pair were built in the same shop.

Assembly time was approximately one and half months from start to finish.

1

46

10

11 1 Chaps Present Day

12 2-9 Yoke Design Process & Chap Assembly

10 View from Triangle X Dude Ranch Leathershop

11 Finished Pair of Chaps

12 Myself Wearing this pair of Chaps in Oregon

47

08

PORTFOLIO

Type | Personal Materials | Double Shoulder Hide + Dye + Thread Tools | Strap Cutter, Box Cutter, Edger, Scissors, Stitch Punch, Round Maul, Burnisher, 3 Size Hole Punch

Project Description This is the physical portfolio I made to house the work I used to get into Clemson’s graduate program. These are all process photos taken in the fall of 2017. I used 9-10 ounce weight doulbe shoulder hide, that was then sectioned off into an 8.5” x 11” landscape orientation for the portfolio. The spine is a custom piece of hard canvas from Hartnack and Company out of the United Kingdom. Chicago Screw posts hold the contents together.

1

48

2

3

4

5

6

7 1-7 Process Assembly of Portfolio

49