Jayson Kabala - Selected Work

JAYSON KABALA Selected Work

JAYSON KABALA, AIA Curriculum Vitae PROFILE: Licensed Architect with 20 years of professional experience. Highly skilled in all aspects of project delivery, from initial concept design through Construction Contract Administration. Project Architect with leadership experience across a robust range of building types and scales. Experience includes developing concept designs with hand drawings and computer modeling, feasibility studies, construction documentation and specifications, and technical detailing. Self-motivated, collaborative, disciplined, and highly capable.

Professional interest in building enclosure design and associated technical science and philosophy.

Passionate about mentorship and seeking an opportunity to build on active mentoring experience to help develop and encourage younger Architects.

EXPERIENCE: Olson Kundig | Seattle, WA

12.2020 - Present Senior Architectural Designer / Project Manager Moonlight Basin Big Sky, Montana 73 key hotel and resort for international luxury hotel brand One & Only, the first in the United States.

One of the main hubs of the overall resort is a 27,000 sf Ski Lodge and Gondola that connects the resort to the Big Sky ski area.

Field Cabin Sun Valley, Idaho Small 1,600 sf private residence that is a companion to one of Olson Kundig’s most recognizable and published projects, Tom Kundig’s Bigwood Residence (Sky Cabin).

Gensler | Austin, TX 10.2018 - 12.2020 Project Architect The Moody Center Austin, Texas A new multi-purpose sports and entertainment venue for the University of Texas at Austin, replacing the aging Frank Erwin Center.

5th & Tillery Austin, Texas 180,000 sf office building in East Austin conceived as a sustainable spec development to reuse an existing warehouse site.

Matt Fajkus Architecture | Austin, TX 07.2014 - 02.2017 Design Architect RigUp Austin, Texas Tenant finish out of a 23,000 sf raw floorplate in downtown Austin. The client is an up-and-coming tech startup, looking to create a single office space that consolidates multiple satellite locations spread throughout the city.

Westlake Dermatology Marble Falls, Texas Small medical office building for a prominent Austin dermatology clinic. The first in a series of new clinics expanding outside of the Austin metro area.

The Beck Group | Dallas, TX 05.2005 - 07.2014 Associate / Project Designer Royal Gorge Visitor Center Cañon City, Colorado New Visitor Center for the iconic Royal Gorge Bridge & Park, replacing the existing original complex after it was destroyed by wildfires in 2013.

Urban Worship Center Dallas, Texas A prominent church in downtown Dallas replaced 1.5 city blocks of its existing campus with a new state of the art facility that included a new 3,000 seat worship center auditorium, production studios, and 5-story education building.

Iksan and Kochuk International Design Competitions South Korea Member of 2 competition design teams for a new cultural center in Iksan and a large church and education facility in Seoul.

Walker Brands Tampa, Florida Early career design study that was an alternate scheme for a small branding company. The client opted for a much lower-budget version, but the scheme was submitted to the local AIA chapter and won an unbuilt design award.

EDUCATION: University of Texas at Arlington — Master of Architecture University of Texas at Arlington — Bachelor of Science in Architecture

| 2005 | 2001

PROFICIENT TECHNICAL SKILLS: • • • •

Drafting & BIM - Revit / AutoCAD / Navisworks 3-D Modeling & Rendering - SketchUp / V-Ray / Enscape Graphic Design & Video - Adobe Photoshop / Illustrator / InDesign / Premiere / After Effects Full Microsoft Suite and various Project Management platforms

PROFESSIONAL & ACADEMIC ACHIEVEMENTS: • • • • • •

Licensed in the State of Texas since January 2009; NCARB certified, LEED AP since 2006 Participated in the inaugural Dallas AIA Emerging Leaders Program, 2009 Co-created a company Mentorship program for The Beck Group starting in 2010 AIA Tampa Bay Honor Award (unbuilt category) 2007, as co-designer for Walker Brands Awarded the AIA Henry Adams Medal, 2005 Awarded the Arch Swank Fellowship in the Craft of Architecture, 2004

INTERESTS: Astronomy | Music Production | Travel, Hiking, and Camping | Cartography

PROFESSIONAL WORK 04 - 05

WALKER BRANDS beck

design scheme

06 - 11

IKSAN CULTURAL CENTER beck

competition entry

12 - 17

KOCHUK beck

competition entry

18 - 23

URBAN WORSHIP CENTER beck

built

24 - 29

ROYAL GORGE VISITOR CENTER beck

built

30 - 35

WESTLAKE DERMATOLOGY matt fajkus architecture

built

36 - 41

RIGUP matt fajkus architecture

built

42 - 47

THE MOODY CENTER gensler

built

48 - 53

5th & TILLERY gensler

built

54 - 57

FIELD CABIN olson kundig

under construction

58 - 63

MOONLIGHT BASIN olson kundig

under construction

04

WALKER BRANDS

2006

Tampa, Florida

Project Status: Unbuilt Scheme Position: Design Intern Project Role & Contribution: provided alternate conceptual design scheme for client; created conceptual strategy and model for presentation.

Overall design supervision by Brian Miller, Principal

Walker Brands is a small company based in Tampa, FL that specializes in branding solutions for a broad range of clients.

Their goal in creating a new dedicated office space was to mirror a mission statement based on collaboration and connection.

roof

The project is conceived as two opposing L’s in section containing the primary programmatic zones for office and multi-use space.

These two elements overlap to form a double volume connection zone, intended to be a central hub for generating ideas. This connection zone is paramount to the company’s culture

skins

e zone

orang

The diagram provides transparency front to back, from the public entry to an employee garden in the rear. Using the company’s own branding and color scheme, a translucent orange box represents the central space where the creation of ideas takes place.

work

In 2007 the scheme received an Honor award in the Unbuilt category from the Tampa Bay Chapter of the American Institute of Architects.

s

zone

plinth

Concept & Axonometric Diagrams

Final Rendering by Joe Harrington, Beck

05

06

IKSAN CULTURAL CENTER 2009

Iksan, South Korea

Project Status: Competition Entry Position: Project Designer Project Role & Contribution: Member of Competition design team; prepared 3D models, sections, elevation drawings, concept diagrams, and formatted final presentation boards.

Overall design supervision by Brian Miller, Principal

The city of Iksan held an open international design competition to transform an unused block of land adjacent to their aging existing cultural center. The new expansion was set to house a museum, offices, 1,500-seat auditorium, and a public space amenity for the city.

Jewelry and metallurgy serve as traditional forms of industry for Iksan and the surrounding area. This thematic element drove the design concept as the manifestation of a centuries old tradition in the region.

The building was the result of an imagined set of natural forces acting on the earth to create the angular jutting forms, invoking the same processes that create precious gemstones. These forms are further refined and honed with glass, steel, and stone to produce a crafted JEWEL.

COMPETITION BOARDS Design Concepts and Drawings by Jayson Kabala, Jae Lee & Brian Miller 3D renderings by Alexander Models

07

08

09

10

11

12

KOCHUK

2008

Seoul, South Korea

Project Status: Competition Entry Position: Project Designer Project Role & Contribution: Primary Designer; produced concept schemes, diagrams, 3D models, and presentation boards Overall design supervision by Michael Kaiser, Principal

Due to rapid growth, the Kochuk Presbyterian Church sought to expand their existing campus into a massively larger auditorium as well as new administration spaces. The condensed site in downtown Seoul was faced with tight zoning restrictions that proved problematic for the large amounts of required programming from the client. A unique strategy was proposed which would place the largest program element (the auditorium) underground, with all other elements stacked in a tower above.

To deal with significant grade changes, multiple strategies were investigated that incorporated terraced gardens and a grand processional staircase. This terracing circulation would transpose on to the front facade of the tower, leading to a small chapel on the top level. This provided a public amenity for the community and an informal “pilgrimage” from the city to the elevated chapel that bypassed the daily functions of the church.

The terrace garden provides an open space amenity to the city, but also allows for a series of light wells that will naturally illuminate the worship room. Following the pedestrian circulation up the facade of the building, the public zone exists as both a horizontal and vertical garden.

EXISTING SITE

N

50% Building

50% Open Space

CONCEPT SKETCHES & PRECEDENTS

13

14

Section

Level 7 (Chapel)

Level 6 (Admin)

사무실

당회장실

대기실

비서실

Administration Office 60 sm

무대 Stage 50 sm

Level 5 (Admin)

교역자실

Associate Pastors 170 sm

Senior Pastor 35 sm

Waiting Area/Reception 40 sm

Secretary 20 sm

상담실 채플 (중예배실) Chapel 450 sm

Counseling 15 sm

당회원실

창고

대회의실

Storage

Large Conference Room 70 sm

중회의실

창고

Elders Conference Room 77 sm

상담실 Counseling 15 sm

로비 Lobby

교역자실

Associate Pastors 170 sm

Storage

Medium Conference Room 40 sm

화장실 Restrooms 25 sm

중회의실

단체기도실

Medium Conference Rm. 40 sm

Medium Prayer Rm. 23 sm

63m

묵상기도실

Meditation Prayer Rm. 55 sm

단체기도실 Medium Prayer Rm. 23 sm

게스트룸 Guest Quarters 70 sm

개인기도실

채플 (중예배실)

Individual Prayer Rm. 25 sm

Chapel Level

51m

행정 사무실 레벨 / 기도실 레벨 Administration Level / Prayer Room Level

47m

행정 사무실 레벨 Administration Level

43m

행정 사무실 레벨 Administration Level

39m

아동부 예배실 레벨 Children’s Auditoriums Level

34m

중등부 예배실 레벨 Youth Auditorium Level

29m

주식당 레벨 Cafeteria Level

24m

찬양대 연습실 레벨 20m

Music Level

대예배실 Main Sanctuary

6.5m

주차장 3.2m

0.1m

Parking Structure

테라스 Terraces

가족 게스트룸 Family Guest Quarters 150 sm

Level 4 (Admin)

Level 3 (Auditoriums)

Level G (Worship Center)

로비 Lobby 900 sm

서점

Bookstore 100 sm

기타 선교회실

Other Community Offices 150 sm

미래 증축 Future Expansion

오디오/비디오 창고 A/V Storage 75 sm

소회의실 Small Conf.

13 sm

남선교회실

본당 오디오/비디오 콘트롤실

라디오 프로덕션

Men’s Community 66 sm

소회의실 Small Conf.

13 sm

아동부 예배실

(4) Children’s Auditoriums 550 sm

Worship A/V Control 50 sm

Radio Production

무대 Stage 37 sm

방송 프로덕션 TV Production

오케스트라

탕비실 여선교회실

Women’s Community 66 sm

Break Room 40 sm

찬양대석

예배 통역실

발코니 1층 대예배실 대예배실 Main Balcony Floor Seating Seating 1100 1600sm sm

Orchestra 50 sm

Choir Loft 150 sm

Worship Translation 15 sm

성찬식 준비실

소회의실 Small Conf.

13 sm

Communion Prep 20 sm

헌금 계산실

Offering Counting Room 30 sm

미래 증축 Future Expansion

기타 선교회실

Other Community Offices 150 sm

찬양대 소연습실 Small Choir Room 140 sm

찬양대 사무실 Choir Office 50 sm

찬양대 연습실 레벨 뮤직 도서관

Music Level

Music Library 50 sm

찬양대 대연습실 Large Choir Room 280 sm

찬양대 사무실 Worship Team Office 50 sm

Site Section AA 오케스트라 연습실 Orchestra Room 200 sm

15

16

조감도 Aerial Perspective Daytime

COMPETITION BOARDS Design Concepts and Drawings by Jayson Kabala, Jae Lee & Michael Kaiser 3D renderings by Alexander Models

남측 입면도 south elevation

북측 입면도 north elevation

1 2 3 4

대지도 site plan

채플 (중예배실) 투시도 chapel perspective

주로비 투시도 lobby perspective

대지 전단도 A Site Section A

대지 전단도 B

17

Site Section B

1 2 3 4

1 2 3 4

18

URBAN WORSHIP CENTER 2008 - 2012

Dallas, TX

Project Status: Built Position: Project Designer Project Role & Contribution: Lead Designer and Project Architect for exterior envelope Overall design supervision by Michael Kaiser, Principal

One of the oldest churches in downtown Dallas has been in operation since the late 1800’s, undergoing multiple periods of growth and change. In 2008 the congregation took steps to embark on a major overhaul of its campus, building new facilities for worship, education, and public use.

Existing buildings were in decline and unusable for the needs of weekly services and daily community programs. An entire city block was cleared to make way for the new campus. It was required that the new facility seamlessly connect the new Worship and Education buildings to the existing 19th century historical sanctuary and a multi-purpose building completed within the last decade. The church also wanted to take the opportunity to create a unique public space and garden that would integrate into the recent emergence of new downtown Dallas parks.

The conceptual strategy creates an urban pocket carved into the city block, simultaneously connecting major program elements with a single sweeping gesture composed of large expanses of north facing glass. This form is raised to the Piano Nobile, providing a pedestrian connection between the east and west sides of the block through a public garden at street level.

SITE STRATEGY CONCEPT SKETCH

Professional photographs courtesy of Chad Davis

19

20

The Auditorium is housed within a complex curved form, creating a dynamic shape clad in iridescent stainless steel panels. This form sits juxtaposed to the exterior curtain wall skin - the interstitial space becomes the public lobby and pedestrian concourse connecting the entire campus together.

A geometric solution using tangent arcs is established to resolve the complex curves and translate them into a modular curtain wall system.

40.3

50

300

2.50

250

20

2.7

40

360

270

180

13.50

180 0

13.5

2.70

3.60

18.

50

0

6.5 0

13

50

0

1.3

2.1

50

55.

50

18.

0

50

1.0

40

5.2

0

6.5

18.50

2.1 50

2.1 50

2.1

50

0

2.1

50

2.1

50

5.2

0

2.1 0

2.15

0

2.15

0

2.15 0

180

2.15

2.150

4.160

5.20

15.3

60

5.20

24.

960

2.150 2.150

Model and Drawings created in Revit Architecture

2.150

3.70

30.1

RUBBERIZED UNDERLAYMENT; WRAP OVER MULLION & TIE INTO DRAINAGE CHANNEL OF CURTAIN WALL

3 7/8"

3 1/4"

3/4" 3"

6 5/8"

2 7/8"

3/4"

T.O. WC Parapet 162' - 0"

SPANDREL GLASS SEMI-RIGID MINERAL WOOL INSULATION 6" MTL. STUDS 5" STEEL CHANNELS; RE: STRUCT. 1/2" EXT. GRADE, NON COMB. PLYWOOD, TYP. ROOF MEMBRANE & FLASHING; RE: ROOFING DETAILS 11 3/4" 1 1/4" 1"

9 1/2"

2"

6"

1/2" EXT. GRADE NON COMB. PLYWOOD 6" MTL. STUD PARAPET WALL STEEL CHANNELS; RE: STRUC. SEMI-RIGID MINERAL WOOL INSULATION BATT INSULATION SPANDREL GLASS 10" EXTENSION CAP

Worship Center Roof 159' - 0"

BENT PLATE; RE: STRUC. FIRESTOPPING w/ SELF-LEVELING SMOKE SEAL MTL DECK; RE: STRUC. SPANDREL GLASS CURTAIN WALL ANCHOR

SPANDREL GLASS; G-2

3"

INSULATION BACK PANEL

INTERIOR CEILING; RE: RCP's VISION GLASS; G-1

VISION GLASS; G-1 TERRAZO FLOOR; RE: FINISH PLANS STOOL TRIM 4" MULLION EXTENSION CAP

Level 2 Worship Center

122' - 0"

SPANDREL GLASS; G-2 FIRESTOPPING w/ SELF-LEVELING SMOKE SEAL 3" x 11 3/4" CURTAIN WALL SYSTEM w/ VERTICAL BUTT JOINT MULLIONS BENT PLATE; RE: STRUC. CURTAIN WALL ANCHOR STEEL ANGLE CONCRETE OVER MTL. DECK; RE: STRUC. SEMI-RIGID MINERAL WOOL INSULATION

5" STEEL CHANNELS; RE: STRUC. MISC. STEEL ANGLES TO BRACE HEAD OF CURTAIN WALL

SEMI-RIGID MINERAL WOOL INSULATION SPANDREL GLASS, G-2 11 3/4" CURTAIN WALL SYSTEM

1 7/8"

3"

1/2"

1 1/2"

2" RIGID INSULATION OVER AIR & MOISTURE BARRIER 1/2" EXT. GRADE NON COMB PLYWOOD OVER 3 5/8" MTL. STUD FRAMING ACM PANEL SYSTEM; MP-1 GLAZED INTO LOWER MULLION VISION GLASS; G-1

21

22

23

24

ROYAL GORGE VISITOR CENTER 2013

Cañon City, CO

Project Status: Built Position: Project Designer Project Role & Contribution: Lead Designer; responsible for design and detailing of exterior envelope, managed all structural coordination Overall design supervision by Michael Kaiser, Principal

In the summer of 2013, the area surrounding the Royal Gorge Bridge in Colorado (the highest bridge in the United States) was consumed by wildfires, destroying most of the existing park facilities. With a local treasure almost lost and the potential for the park to lose revenue for an entire season, the project had to be designed and constructed in less than a year.

The owners wanted a building that hearkened to the angular fractured landscape while consolidating the former program under one roof. A series of shifted roof planes was assembled to house the park functions within an otherwise standard rectangular box.

With a tight budget in mind, the interior spaces were left raw while charred remains of the wood planks used for the bridge roadway, were re-purposed into the exterior skin of the visitor center.

A viewing deck is precariously perched out over the side of the 1,000-foot deep canyon, while also receiving an aerial tram and a zip line - taking visitors across the gorge, high above the Arkansas River.

Photo courtesy of Royal Gorge Bridge and Park

25

26 A

C

CUSTOM FABRICATED METAL CHIMNEY CAP, PAINTED STEEL STRUCTURE WITH METAL PLATE TOP AND EXPANDED METAL MESH SIDES

D

CUSTOM PREFINISHED COPING CAP

H

I

ADHERED MANUFACTURED STONE ON METAL LATH ON FIRE RETARDANT TREATED PLYWOOD SUBSTRATE WITH CONTINUOUS RIGID INSULATION & VAPOR BARRIER

BRONZE ANODIZED STOREFRONT SYSTEM STANDING SEAM METAL ROOF ON RIGID INSULATION AND ICE & WATER BARRIER

North Visitor's Center F.F. 100'-0" Restrooms North F.F. 97'-0"

BRONZE ANODIZED STOREFRONT SYSTEM EXPOSED SEALED CONCRETE SLAB

I

BRONZE ANODIZED STOREFRONT SYSTEM

CUSTOM FABRICATED METAL CHIMNEY CAP, PAINTED STEEL STRUCTURE WITH METAL PLATE TOP AND EXPANDED METAL MESH SIDES STANDING SEAM METAL ROOF ON RIGID INSULATION AND ICE & WATER BARRIER

H

D

CUSTOM PREFINISHED COPING CAP ADHERED MANUFACTURED STONE ON METAL LATH ON FIRE RETARDANT TREATED PLYWOOD SUBSTRATE WITH CONTINUOUS RIGID INSULATION & VAPOR BARRIER

C

A

-A

ADHERED MANUFACTURED STONE ON METAL LATH ON FIRE RETARDANT TREATED PLYWOOD SUBSTRATE

BRONZE ANODIZED STOREFRONT SYSTEM

EXPOSED SEALED CONCRETE SLAB

7/8" 3-COAT STUCCO ON METAL LATH ON FIRE RETARDANT TREATED PLYWOOD SUBSTRATE WITH CONTINUOUS RIGID INSULATION & VAPOR BARRIER STANDING SEAM METAL ROOF ON RIGID INSULATION AND ICE & WATER BARRIER ADHERED MANUFACTURED STONE ON METAL LATH ON FIRE RETARDANT TREATED PLYWOOD SUBSTRATE WITH CONTINUOUS RIGID INSULATION & VAPOR BARRIER EXPOSED SEALED CONCRETE SLAB CUSTOM PREFINISHED COPING CAP

North Visitor's Center F.F. 100'-0"

Restrooms North F.F. 97'-0"

Building sections and Perspective section from Revit model

27

28

29

30

WESTLAKE DERMATOLOGY 2015 - 2017

Marble Falls, TX

Project Status: Built Position: Project Manager Project Role & Contribution: Lead Designer; responsible for design drawings and concept renderings, all Contract Documents and Specifications, consultant coordination, Construction Contract Administration, and coordinated directly with Client through the entire process MF Design Team: Ian Ellis

Westlake Dermatology commissioned MF Architecture to design a new 3,000 SF building in Marble Falls to replace it’s older existing facility. The site exists on the edge of town with little to no infrastructure in place; coordination occurring between city officials and LCRA to get the necessary utilities installed.

Negations with a neighboring HOA also provided challenges for both the design and the overall project timeline.

The relatively small site slopes away toward beautiful views of the hill country in the distance. The client did not want to block the view, but rather embrace it and create a structure that acted as a frame. The scheme reflects the client’s love of Donald Judd’s concrete boxes in Marfa, TX. The objective was to design an open and transparent “portal” through which the distant landscape could be viewed, the concrete shell hearkening to Judd’s seminal works.

The interiors incorporated a simple layout with minimal material finishes except for the reception area, clad in Texas Pecan wood to highlight the threshold from public to private.

programming strategy

31

1

03 A6.00

2

02 A6.00

A5.00

3

_________________

5

4

_________________

01

6

LINE OF ROOF ABOVE

88'-0" 15'-6"

19'-0"

15'-6"

19'-0"

19'-0"

01 A6.10

04 A7.00

_________________

1'-0"

_________________

03 A7.00

01

_________________

08

12

1'-8 3/4"1'-8 3/4"

8'-8 1/4"

04

07

05

C6 14'-5 5/8"

BUILT-IN WORKSTATION

01 A6.00

EXAM ROOM 01 07

16 C6

15

13

A8.00

RECESSED SHELF; RE: 04/A8.10

D6 CHECK IN-OUT 03

14

PROCEDURE ROOM 01 04

11

D6

A8.00

C6

PROCEDURE ROOM 02 05

C6

12

14'-5 5/8"

EXAM ROOM 02 08 10'-9 1/8"

C6

03 A2.10

WD VENEER BASE CABINET

C3

09

8" CAST IN PLACE CONCRETE WALL

C6

10'-6 1/2"

4'-11 1/2"

13

OFFICE 13

9'-3 9/16"

C3

_________________

C3

06 A7.00

_________________

7'-3" 12'-0"

6'-7 1/4"

4'-0"

6'-0"

14

15

17a

A8.01

01

04 A2.10

A8.01

WAITING ROOM 02

05

A8.00

17b

02

01

DISPLAY 01

JAN / TRASH 17

BUILT-IN FLOATING WD SHELVING MEN RR 14

WOMEN RR 15

5'-3 5/8"

METAL GATE

R TE

AT

_________________

11 1/2"

1'-0"

06

ST

09 A7.00

_________________

03 BREAK ROOM 12

MA T T

C3 OFFICE 11

04

REGI S

13'-4 3/8"

01

12 10 A7.00

02

11 A7.00

04 A6.10

_________________

_________________

11'-0"

_________________

03 A6.10

_________________

E

12 A7.00

_________________

01 A8.30

These plans, drawings a Fajkus Architecture and whole without the writte

Copyright 2014 Matt Fa

_________________

LINE OF ROOF ABOVE

REVISIONS:

CONCRETE MONUMENT SIGN

PROJECT NUM

02

1471

A5.00

DATE:

10/26/2 PHASE:

100% I



 ’−

SHEET INFORMATION

13'-0" 4'-0"

C3

05 A2.10

02

4'-1 1/2"

CL

_________________

C6

03

13'-0"

MEP / FIRE / DATA 16

16

_________________

03

WD VENEER BASE CABINET

www.mfar

1'-4"

05 A7.00

WD VENEER BASE CABINET

C6

11

04

C

C3

C3

7'-10"

02

4'-6 3/8"

A5.01

11'-6"

B

07 A7.00

WD VENEER BASE CABINET

20'-0"

STORAGE

EQ

10"

01 A7.00

_________________

EQ

WD VENEER BASE CABINET

08 A7.00

_________________

C6

10

4'-0"

11

6'-11 1/2"

A8.01

2'-1 1/8"

13

_________________

MOHS LAB 06

_________________

A5.01 02 A6.10

08

_________________

WD VENEER BASE CABINET

01

07

A8.01

SEAL

19'-0"

_________________

EXAM ROOM 03 09

09

4'-1 1/4"

9'-0 1/2"

C6

C6

01 A2.10

10

06 1'-2 3/4"

PROJECT TITLE

09

A8.01

_________________

11'-4"

8'-9"

8'-9"

PREP 10 04

02 A2.10

02 A7.00

_________________

8'-9"

12'-0 5/8"

8'-0"

4'-10"

1'-0"

4'-10"

A

900 EAST SUITE 100 AUSTIN, T TEL: 512.

WESTLAKE DERMATOLOGY

MATT FAJKUS ARCHITECTURE, LLC

32

DRAWING TIT

FLOOR

A2

33

34

Professional photography by Charles Davis Smith, courtesy of MF Architecture

35

36

RIGUP 2018

Austin TX

Project Status: Built Position: Project Designer / Project Manager Project Role & Contribution: Responsible for design drawings and renderings, all Contract Documents and Specifications; consultant coordination; Construction Contract Administration; coordinated directly with Client through entire process MF Design Team: Ingrid Gonzales-Featherston, Sarah Johnson

RigUp is a small upstart tech company that specializes in job placement and allocation within the oil and gas industry. Their Austin offices were a combination of temporary spaces mixed with co-working space rentals, resulting in a staff that was disjointed and disconnected. They desired a singular office space to house their growing employee base. The company culture is one of flexible work environments, break-out spaces for ad-hoc collaboration, and casual inclusiveness.

Rigup wanted a space that was less corporate and more residential feeling, with warm textures, materials, and lighting.

The furniture and steel partitions were all custom fabricated

by KKDW, a local design-build shop. We worked closely in collaboration with both fabricator and general contractor to execute Rigup’s vision for the future of their company.

The design takes clues from the unique nature of the host building, incorporating two prominent geometries, a triangle and chevron, which permeate throughout the overall design.

Due to an internal schedule, the entire project was fast-tracked, with design and documentation taking 8 weeks and construction complete in 5 months.

EXISTING SHELL FLOOR PLATE

FINAL FLOOR PLAN

37

38

Professional photography by Hua Liu & Rachel Deng, courtesy of MF Architecture

39

40

41

42

THE MOODY CENTER 2017 - 2022

Austin, TX

Project Status: Built Position: Project Architect Project Role & Contribution: Design and coordination of exterior envelope; coordination of building structure Project Designer: John Houser Principal: David Lynch Project Manager: Kirk Funkhouser Senior PA: Laura Brodersen / Travis Albrecht

The University of Texas at Austin expanded its sports complex to include a new state of the art arena for the Men’s and Women’s basketball teams. The facility will also serve as a concert and event venue to add to Austin’s already cemented reputation as a live music destination.

The primary formal gesture is a dramatic roof line that begins as an interior sloping form at the upper level concourse and curves into a horizontal ceiling that transitions to the exterior soffit. At its most extreme the roof maintains cantilevers upwards of 60 feet.

The concourse is enclosed 360° by a 20 foot high curtain wall system, offering panoramic views of the surrounding context. At the west end of the concourse the glazing opens to an exterior terrace that overlooks the university and the downtown skyline.

Below, the west entrance of the facility extends to a public plaza that will serve to connect the arena with the south expansion of DKR football stadium. This new outdoor space will showcase the layered exterior of the west facade, comprised of transparent glazing, metal panel skin, and a system of vertical sunshades.

43

44

seating bowl

prodema canopy

metal panel skin

glazing

3D SECTION & ENVELOPE STUDY

Professional renderings courtesy of Gensler

vertical sunshades

45

46

Professional rendering courtesy of Gensler

Professional photography by Chase Daniel & Ryan Conway, Courtesy of Gensler

47

48

5th & TILLERY 2017 - 2022

Austin, TX

Project Status: Built Position: Project Architect Project Role & Contribution: Executed the contract documents through Design Development and Construction Document phases; managed Construction Contract Administration Project Designer: Michael Waddell Principal / PM: David Lynch

The post-industrial site at the intersection of 5th and Tillery streets in East Austin was conceived as a sustainable spec office developement of an existing derelict warehouse building. The bent-frame steel structure could not be re-purposed, so the design pivoted to a ground up 3-story structure comprised of a hybrid steel and mass-timber frame.

To mitigate the intense summer heat and bring light into the center of the 60,000 sf floor plate, the design carved out a central courtyard. This space would serve as a light well and exterior respite for building inhabitants. All circulation would be exterior within the courtyard, opening up to a massive solar plaza on the south end of the building, inviting the public into the space and forming a connection to the community.

The courtyard includes elements such as a fountain and water runnel that recirculates collected stormwater and uses it for landscaping irrigation. Large sycamore trees create ample shading with the open volume providing cooling breezes. The solar array on the roof, which continues onto the open trellis shading the entry plaza, can generate nearly enough power to almost offset all energy costs.

Sustainability diagrams created by Gensler

49

50

Professional photography by Matthew Neimann & Ryan Conway, Courtesy of Gensler

51

52

53

54

FIELD CABIN 2021 - 2025

Sun Valley, ID

Project Status: In Construction Position: Project Architect Project Role & Contribution: Assumed leadership at the end of Design Development, managed completion of Construction Documents, and conducted CCA. Partner in Charge: Tom Kundig Principal: Edward Lalonde EXISTING BIGWOOD RESIDENCE (SKY CABIN)

This modest 1,600 sf residence is a companion piece to Tom Kundig’s iconic Bigwood Residence (Sky Cabin) in Sun Valley, ID. While the Sky Cabin opens up to the surrounding landscape and frames views of distant mountains, the Field Cabin is introspective and inward-focused. The roof line follows the slope of the site and helps to define a series of outdoor private courtyards.

The companion cabin has an intergenerational narrative: the clients eventually plan to downsize, making use of the single-story layout, with their children taking over the larger residence in the future. The program consists of an open Living & Dining space, two Bedrooms, and a Study/Library.

Photograph by Benjamin Benschneider

Similar to Sky Cabin, the material palette is simple - exposed steel framing, board-formed concrete walls, and glass infill. The interior is primarily clad in plywood siding throughout the home.

Unlike Sky Cabin, which has a roof plane that appears to float above glass walls, the roof plane of the new residence rests on the structural concrete walls, engaging the site in a more tactile way.

Field Cabin is scheduled for completion in April 2025.

FIELD CABIN CONCEPT SKETCH

Site photographs courtesy of Elias Construction

55

56

FLOOR PLAN

WEST ELEVATION

57

58

MOONLIGHT BASIN 2020 - 2025

Big Sky, MT

Project Status: In Construction Position: Project Architect (Ski Lodge & Gondola) Project Role & Contribution: Assumed leadership as PA at the end of Design Development, managed completion of Construction Documents, and conducted CCA. Partner in Charge: Tom Kundig Prinicipal: Jamie Leppert Project Manager: Claudia Maggiani

Luxury hotel brand One & Only chose Big Sky, Montana as the location for their first-ever resort in the United States. Moonlight Basin sits in the Madison Range at the base of Lone Mountain, with views of the Spanish Peaks to the north and the Madison River valley to the west. The west entrance of Yellowstone National Park is only an hour to the south.

PROJECT LOCATION BIG SKY, MT

The resort includes a 73-key hotel split between three lodge buildings, 68 private residences, guest cabins, spa, and the Ski Lodge and Gondola that provide a private-use connection for guest and residents to the Big Sky ski area. Total site development consists of 100 acres of pristine Montana wilderness.

The Ski Lodge and Gondola are an ideally-situated gateway connecting guests to Lone Mountain. The Ski Lodge includes a Restaurant and Bar, Outfitters, both Day-Use and Members’ Lockers, and services such as ski tuning and equipment storage.

Due to the geographic limitations of the unique site, the gondola structure comprises a massive cantilevered steel frame that encloses the terminal. This dramatic architectural gesture sets the stage for an unparalleled experience traveling from the resort to Lone Mountain.

Ski Lodge & Gondola scheduled for completion October 2024.

YELLOWSTONE NATIONAL PARK

SKI LODGE & GONDOLA

59

60 W.K

E.A

W.J W.H

E.B

E.C

E.D

W.G

E.E

E.F

E.G

E.H

W.F

E.J

E.K

W.E

E.L

E.M

W.C W.B

04

02 01

05 E.1

06

03

W.2

E.2

E.3

W.3 W.4

E.4

G.B G.A G.1 W.5

E.5

W.6

07

G.1

E.6 G.2

G.2

08 01 02 03 04 05 06 07 08

Restaurant & Bar Kitchen West Dining Terrace Lounge Retail Outfitters Day Use Lockers South Terrace Gondola Station

G.3

G.3 G.4

G.4

G.B G.A

Exterior & Interior Renderings by Hayes Davidson

Construction Progress, July 2024

61

62

G.A

G.B R1.0

S1.0

10' - 0 1/8" 3050 mm

G.A

G.A

G.A

G.B Reserved for permit stamp

R1.0 FALL PROTECTION TIE-OFF ANCHOR

FALL PROTECTION TIE OFF ANCHOR

ROOF HATCH

SNOW FENCE

FALL PROTECTION TIE-OFF

STEEL CHANNEL FASCIA W2.0

S1.0

R1.0

STEEL CHANNEL FASCIA

PROVIDE MISC. STEEL CONNECTING BACK TO STRUCTURE FOR STOREFRONT HEAD SUPPORT

S1.0

EXTERIOR T&G FR WOOD SOFFIT S1.0

3 A8.00

EXTERIOR T&G FR WOOD SOFFIT TYP. EXTERIOR STRUCTURAL STEEL AESS, MTL-103

EXTERIOR T&G FR WOOD SOFFIT

3 A8.00

MAIN LEVEL

PROVIDE MISC. STEEL CONNECTING 80' - 0" BACK TO STRUCTURE FOR STOREFRONT HEAD SUPPORT GONDOLA ENCLOSURE FOUNDATION BEYOND; REF. STRUC.

project:

TERRACE RETAINING WALL AND FOOTING; REF. STRUC. GONDOLA STRUCTURE

BY OTHERS

TYP. EXTERIOR STRUCTURAL STEEL AESS, MTL-103 4-1/2" CENTER SET ALUMINUM STOREFRONT SYSTEM

STRUCTURAL BRACE FRAME T.O. FOOTING AESS, MTL-103 - B

68' - 9"

4-1/2" CENTER SET ALUMINUM STOREFRONT SYSTEM

W3.0

2

CONT. STRUCTURAL STEEL PLATE TO PROVIDE STOREFRONT SUPPORT

W3.0

2

W1.0 T.O. FOOTING - A

CONT. STRUCTURAL STEEL PLATE TO PROVIDE STOREFRONT SUPPORT

2 A8.00

STEEL CHANNEL FASCIA

STEEL CHANNEL FASCIA

PROVIDE MISC. STEEL CONNECTING BACK TO STRUCTURE FOR STOREFRONT HEAD SUPPORT

BUILDING NAME:

PROVIDE MISC. STEEL CONNECTING BACK TO STRUCTURE FOR STOREFRONT HEAD SUPPORT

BUILDING ID:

64' - 9"

4-1/2" CENTER SET ALUMINUM STOREFRONT SYSTEM

T1

GONDOLA TERMINAL ONE & ONLY

STRUCTURAL BRACE FRAME AESS, MTL-103 CONT. STRUCTURAL STEEL PLATE TO PROVIDE STOREFRONT SUPPORT

4 A8.00

2 A8.01

BUILDING NAME:

MEZZANINE B.O. STEEL

MEZZANINE B.O. STEEL

MEZZANINE B.O. STEEL

32' - 0"

32' - 0"

32' - 0"

2

BUILDING SECTION 0

G.1

G.2

MAINT. MEZZANINE

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

2'

3'

4'

8'

FALL PROTECTION TIE-OFF ANCHOR SNOW FENCE

ROOF HATCH

T2

G.4 R1.0

1/4" / 12"

TYP. EXTERIOR STRUCTURAL STEEL AESS, MTL-103

BUILDING

GONDOLA TERMINAL MADISON VILLAGE

30' - 6"

12'

G.3

MOONLIGHT HOTEL

EXTERIOR T&G FR WOOD SOFFIT

92' - 0"

MOONLIGHT HOTEL

S1.0

Reserved for permit stamp

R1.0

MEZZANINE ANCHOR B.O.STEEL

BIG SKY, MONTANA

W2.0

3 A8.01

project:

R1.0

O.H. BI-FOLD ELECTRIC DOOR

BY CROWN

S1.0

TYP. EXTERIOR STRUCTURAL STEEL AESS, MTL-103

CONCRETE PAVING AT GONDOLA PLATFORM, 1 A8.00 MAIN LEVEL

MAIN LEVEL

20' - 0"

20' - 0"

24' - 9 3/4"

EXTERIOR GRADE; REF. CIVIL

T.O. STEEL @ LOW POINT

26' - 8 1/2"

T.O. STEEL @ HIGH POINT

4-1/2" CENTER SET ALUMINUM STOREFRONT SYSTEM

FOUNDATION WALL AND FOOTING; REF. STRUC.

MEZZANINE B.O.STEEL

92'MAIN - 0" LEVEL

CONCRETE PIER AND FOOTING BEYOND; REF. STRUC. principal architect TK

MAIN LEVEL

project manager CM

20' - 0"

20' - 0"

drawn by JK checked by QC job no. 18014

METAL PANEL SOFFIT

BY OTHERS TYP. EXTERIOR STRUCTURAL STEEL AESS, MTL-103

date AUGUST 21, 2023 revisions:

W3.0

W3.0

PERIMETER FOUNDATION DRAINAGE, AS REQ. BY GEOTECH

W3.0

FOUNDATION WALL AND FOOTING; REF. STRUC.

EXTERIOR GRADE; REF. CIVIL

MAIN LEVEL

80' - 0" principal architect TK project manager CM

APPX. LOCATION OF EXISTING GRADE

drawn by JK

GONDOLA ENCLOSURE FOUNDATION BEYOND; REF. STRUC.

checked by QC

COLUMN PIER AND FOOTING TERRACE RETAINING BEYOND; REF. STRUC. WALL AND FOOTING;

COLUMN PIER AND FOOTING BEYOND; REF. STRUC.

REF. STRUC.

GONDOLA STRUCTURE

BY OTHERS

01.16.24 09.11.23 date

job no. 18014

PC 137 PC 114 by

T.O. FOOTING - B

68' - 9" 2

2 1 no.

W3.0 T.O. FOOTING - A

64' - 9"

FOR CONSTRUCTION CONSTRUCTION DOCUMENT SET AUGUST 21, 2023

BUILDING SECTIONS

1

BUILDING SECTION - N/S

revisions:

date NOVEMBER 2023

Construction Progress, July 2024

63

JAYSON KABALA kabalaj@gmail.com (214) 364-8631