Ryan Helle - 2024 Architectural Design Portfolio

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2024 ARCHITECTURAL DESIGN PORTFOLIO
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OBJECTS DESIGN BUILD I II III IV RESUME CONFLUENCE HALL LOUVR INTEGRAL BENCH NARROW PARALLEL MUSEUM OF SPATIAL ARTS 2523 16TH ST 4-5 32-43 KAFFE LANDSKAP VETERAN AFFAIR COMMUNITY CLINICS ROCKY MOUNTAIN RESCUE GROUP OTHER WORK AT RSA 7-11 12-17 18-23 24-31 44-49 50-57 58-61 62-65 66-69 3

Ryan Helle // Assoc. AIA. // M.Arch // ryanhelle@gmail.com // 720-544-1021

EXPERIENCE Project Architect - Project Manager // Roth Sheppard Architects

5.5 years //June 2018 - December 2023 // Denver, CO

As Project Manager:

• Lead Construction Administration for three ground-up VA outpatient clinics across the country

• Lead a multi-faceted project team for the programmatic and schematic design of a 17,000sf Net-Zero Rescue Facility

• Lead all phases of design (SD-CA) for a multi-phased, highly technical Federal project (Project details under an NDA)

As Project Architect:

• Coordinated technical drawing efforts with consultants and engineers

• Drafted coherent, professional Contract Documents for 15+ projects

• Coordinated and selected materials for interior furnishings

• Designed, detailed, and coordinated exterior assemblies

• Coordinated complete design packages through multiple phases of design (Programming, SD, DD, CD)

• Performed comprehensive code analysis on a variety of project types and locales

• Lead sustainability accreditations for Green Globes projects

• Championed and led RSA's commitment to the AIA 2030 goal

• Robust experience in construction administration for projects of varying sizes, locations, and typologies

Research Assistant + Student // ColoradoBuildingWorkshop

June 2017 - December 2017 // Denver, CO

As a student:

• Collaborated with classmates to assemble a complete CD set, apply for permits, analyze local zoning and building code regulations

• Worked both on-site and off-site to prefabricate and construct a 2000 sq-ft canopy, set form-work, assisted pouring of a 40’ long concrete wall, as well as other construction tasks

As a Research Assistant:

• Assembled award submittal packages for Confluence Hall, producing professional publication drawings, diagrams, and overall graphic layout

Architectural Designer // Stantec ViBE

1.5 years //January 2015 - August 2016 // Boulder, CO

• Architectural Designer for a firm that specializes in commercial retail projects

• Understood client relationships, collaborated with consultants, and understood in-depth the SD-CD phases

RECOGNITION AIA Colorado // 2021 Firm of the Year - Roth Sheppard Architects

Modern In Denver, Winter 2020 Publication // Kaffe Landskap

Modern In Denver, Winter 2017 Publication // Confluence Hall

2018 ACSA Design Build Award // Confluence Hall

2017 AIA Utah Honor Award // Confluence Hall

ArcDaily Top Design Build Projects of 2017 // Confluence Hall

Special Honors Graduate // University of Colorado Boulder

AIAS CU Boulder // First Place in Fabrication and Senior Studio 2014

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EDUCATION

Master of Architecture

University of Colorado Denver // Aug 2016-May 2018

G.P.A 3.9

Design Build Certificate // ColoradoBuildingWorkshop

Confluence Hall // Jan 2017-June 2017

Next Stage Collaborative Gallery // Oct 2016-Dec 2016

Bachelors of Environmental Design // Emphasis in Architecture

University of Colorado Boulder // Aug 2010-May 2014

Danish Institute for Study Abroad // Copenhagen, Denmark // Jan 2012-June 2012

G.P.A 3.8

SKILLS Technical

• Revit, AutoCAD, Adobe Suite (AI, PS, ID), Microsoft Office, Rhinoceros, Sketchup, Vray, Physical Modeling, Sketching, AI imaging platforms

• Technical accuracy of drafting, detail development, renderings, graphic design and layouts

• Ability to decipher and coordinate zoning, building, energy, accessibility, and all other relevant codes to a project

• A solid understanding of standard architectural principles, construction methods, and building systems

• Ability to properly incorporate new building science and sustainable construction methodologies into all projects

• Familiarity with local building codes, zoning regulations, and AIA contract requirements

• Ability to develop, review, and document Project Specifications

• Ability to effectively perform and document Construction Administration tasks

Management

• Proficiency in developing comprehensive project plans for small to medium-sized projects, including defining scope, schedule, budget, and resources

• Ability to lead small project teams and communicate expected firm standards

• Experience in Excel, Ajera, and other Project Management software

• Completed Project Management training (PSMJ Certification)

• Ability to perform QA/QC reviews on personal and peer work, understanding the importance of quality control throughout all documents

• Experience in compiling fee estimates, drafting proposals, and contracts

Personal

• Understands the critical importance of maintaining positive client relations in all facets of the work

• Strong written and verbal communication skills for project documentation, reports, and presentations

• Ability to anticipate potential challenges and proactively address them

REFERENCES Avik K. Guha AIA, NCARB, NOMA, CDT // Colleague, Mentor & former Project Manager

Caitlin Zemljak AIA, NCARB // Colleague & former Project Manager

Joy Spatz AIA, NCIDQ, LEED AP // Colleague & Senior Project Manager

Mark McClelland Retired Architect // Colleague & Mentor

Contact Information available upon request

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IKAFFE LANDSKAP

Proj. Type | Coffee and Bakery Retailer - Tenant Fit-Out // 944 SF

Location | 14th and Lawrence, Denver, CO

Date | December 2020

Lead Design | Adam Harding, Principal RSA

Professional Role | DD, CD, CA

Firm | Roth Sheppard Architects

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Project Brief

The Swedish words 'Kaffe' and 'Landskap' individually translate to 'coffee' and 'landscape.' Combined, they evoke the concept that this café is intricately linked to the surrounding environment. The ambiance at Kaffe Landskap embodies the spirit of Fika – a Swedish cultural ethos promoting moments of pause, enjoyment, and social interaction.

Kaffe Landskap's design aesthetic combines modern elements with a playful touch, employing a straightforward palette of materials to foster a feeling of warmth, comfort, and equilibrium—an ideal setting for Fika. The 1401 Lawrence location encapsulates the dynamic and cohesive urban environment, offering a distinctive space for respite.

The project was developed within a white-box space at the ground level of a Class A office tower. Custom detailing at the entrances and openings was incorporated to enhance thresholds and harmonize with the adjacent surroundings.

Individual Role

In my specific role, I was responsible for a variety of key tasks:

• Documenting a complete and coherent CD set

• Crafting custom details (threshold, trim, furniture) in collaboration with a local millworker

• Aiding in material selection

• Coordination with sub-consultants

• Overseeing the entirety of Construction Administration

• Negotiating detail choices between the Client and Owner of the Tenant space

Extensive on-site coordination with the GC and subcontractors was crucial to guarantee the meticulous execution of the details and to achieve material, furniture, and fixture alignments. Additionally, I played a role in the CA phase for the Flagship location at Union Station.

Coffee Bar

Oak Community Table

Millwork Window Bench & Oak Tables

Shelf

Merchandise
Millwork Condiment Station Grab - N - Go Lawrence St Entry Lobby Entry Service Entry Restroom Food & Beverage Storage / Prep Employee Closet 1 2 3 4 5 6 7 8 9 10 11 12 N 4 8 12 1 2 3 5 6 11 9 7 10 PLAN
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“Roth Sheppard Architects, made the core of what Landskap represents shine through. They found amazing wall/floor tile, they designed fantastically beautiful indoor/outdoor furniture, and they developed a bar layout that makes our baristas happy. We are grateful that we had them as partners for this project.”

© RSA 9

The Oak millwork was the prominent feature within the space. The grain pattern and wood tonality needed to be cohesive project-wide.

REJECTED!

To ensure the concept was executed to the highest standard, I was meticulous about field testing all color choices: tile sealant, tile grout, millwork panels, and millwork finishes.

SECTION 1

Oak Coffee Bar

Punched Window With Steel Frame

Solid Oak Window Bench & Table

Suspended Solid Oak Shelf

Food & Beverage Storage / Prep

Swedish Tile Wall

1 2 3 5 4 6
3 4 5 6
2
X X
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The aperture pictured above was integrated into the shell building specifically for our Client. The custom detailed window trim and glazing splay warm light onto a private seating nook.

I played a key role in negotiating the overall design and details for openings within the Tenant shell walls, problem-solving the requirements of the Tenant Owner to also satisfy the concept of RSA's client, Kaffe Landskap.

6 4 5 1 7 3 2
ELEVATION
Stools
Suspended
Wall
Wall 1 2 3 4 5 6 7 1 2 3 4 5 6 7
Merchandise Shelf Milk & Sugar Bar Restroom
INTERIOR
SECTION Solid Oak Community Table Solid Oak
Oak Millwork Coffee Bar Solid Oak
Shelf Oak Merchandise Shelf Swedish Tile
Vertical Oak Slat
Oak
1 2 3 4 6 7 5
Shared office Lobby Entry Lawrence Street Entry Vertical Oak Slat Wall Employee Closet
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IVETERAN AFFAIR COMMUNITY CLINICS

ALBERT LEA | EVERETT | OWENSBORO

Proj. Type | VA Community Based Outpatient Clinics - New Construction

Location | Albert Lea, MN | Everett, WA | Owensboro, KY

Date | February 2020 - August 2023

Sustainability | 2 Green Globes

Lead Design | Natalie Siefiert, AIA, RSA

Professional Role | Arch II to Project Manager SD, DD, CD, CA

Firm | Roth Sheppard Architects

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Project Brief

Over the course of 3.5 years, I participated in all phases of design for three ground-up Veteran Affair Community Outpatient clinics across the country. Each clinic was unique in its approach; through materiality, orientation, and opacity, the story of each community was told.

Individual Role

I served as the PA for all three clinics and took over as PM during the CA phase for each. My specific roles included:

• Documenting complete and coherent Document sets (SD-CD)

• Participation in Specification development

• Comprehensive code analysis and permit submission

• Coordinating with RSA’s client and the VA

• Traveling to the VA user groups for interviews and on-site design intent meetings

• Aiding in interior and exterior material selection

• Aiding in the design and layout of interior scope and exterior assemblies

• Coordination with sub-consultants

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• Overseeing the entirety of Construction Administration

• Documenting project closeout

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The internal layout of each clinic adheres to the PACT (Patient Oriented Care Team) diagram, facilitating efficient patient care while also establishing a clear separation between private and public functions. Following this approach, the VA care teams are centrally located within the core of the building, flanked by patient exam rooms.

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VA Albert Lea serves a small Midwestern community located two hours south of Minneapolis. To connect with the local context, the design incorporates masonry brick, a prevalent material in the community. Ensuring patient privacy is a key design feature, Ipe wood screens discreetly mask the patient drop-off carport and mental health care rooms.
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VA Everett serves a larger community and patient group compared to the Albert Lea and Owensboro clinics. To accommodate this, the PACT method was modified to achieve an efficient layout for Patients and care teams. The modification involves four individual PACT 'Pods,' allowing specialized teams to focus on their group of patients. Patient-oriented group functions and lab services are strategically placed along the perimeter of the building to facilitate easy navigation for patients.

The building's opaque nature emphasizes patient privacy. Dark, reflective glazing and a steel curtain not only provide a disguise for patients but also reflect the VA's commitment to privacy.

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15
16

VA Owensboro serves a small Kentucky community located two hours away from the nearest major city. The Client necessitated an efficient and timely construction approach for this project, relying on regional contractors and materials. Two construction schemes were employed: prefabricated steel elements facilitated the efficient construction of the canopy, while a traditional wood-framed structure was seamlessly integrated below, enabling a swift build-out of the main clinic interiors.

At the intersection of the prefabricated steel element and the main structure, a skylight connects the volumes, offering ample natural light for staff and serving as a guiding element for visiting patients.

  
17

IROCKY MOUNTAIN RESCUE GROUP

Proj. Type | Rocky Mountain Search and Rescue Headquarters // 16,800 SF

Location | Boulder, CO

Date | April 2022 - January 2023

Sustainability | Net Zero

Lead Design | Ryan Helle, Adam Harding, Principal RSA

Professional Role | Project Manager, Lead Design

Project Phase | Schematic Design, Programing, Cost Estimation

Firm | Roth Sheppard Architects, Partnered with TCA Architects

APPROACH FROM WALNUT ST - RESCUE MISSION SCREEN

ROCKY MOUNTAIN RESCUE GROUP 22 JUNE SCHEMATIC DESIGN PRESENTATION
18

Rocky Mountain Rescue Group, dedicated to search and rescue operations in the Rocky Mountain region, engaged RSA ,in partnership with TCA, for a study on their new Headquarters. This collaborative team conducted a thorough analysis, including site assessment, programming, and cost evaluation of their existing property, ensuring the 17,000 sq. ft. building meets all future requirements. Simultaneously, RSA spearheaded the schematic design for the innovative net-zero

The "Cage," a training tower with historical significance for RMRG, acts as the central hub of the building, connecting ground-level rescue and training facilities with public spaces and second-level residences with private RMRG functions. The building's flexible structure accommodates various unforeseen uses, providing RMRG with a versatile training tool. A solar canopy array on the roof and a vertical

• Leading group wide discussions, design charettes, and project

• Leading project design

• Producing SD presentation renderings

• Documenting project closeout

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To the right: The internal training tower, known as the "Cage," functions as the central hub for the entire building. It unites all floors and functions, offering crucial visual and activity cues that facilitate efficient communication, a necessity for rescue operations. Additionally, the tower can be opened for public presentations to showcase the Group's work.

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Above: RMRG takes pride in crafting unique tools that cater to their needs during rescue operations. Internal workspaces were incorporated to encourage collaborative work and facilitate swift communication between the two vehicle rescue bays.

To the right: A south facing solar wall was designed to capture sufficient solar energy to provide 40% of the facility's energy requirements.

RSA conducted several site visits and meetings with RMRG to grasp the distinctive aspects of their work.

Securing buy-in from the entire RMRG committee was crucial to guarantee that the project would effectively meet their future requirements.

The image on the left is from a public charrette that I facilitated, providing smaller RMRG teams with an opportunity to offer feedback and showcase critical program connections. These smaller charrettes created a platform for everyone's voice to be heard.

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Finish: Natural

Steel Fascia

Finish: Raw Steel, rusted

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MATERIALITY EAST ELEVATION SOUTH-EAST ELEVATION NORTH ELEVATION
4 1 2 5 3 22
SOUTH ELEVATION

Exterior design options presented to the Client.

The choices in materiality reflect the robust nature of the group and the landscape in which they operate.

23

My tenure at RSA allowed me to contribute to a diverse range of projects. In addition to the professional projects showcased in this portfolio, these included, but were not limited to, a residential project in the Highlands, multiple Hapa Sushi restaurants, and a highly technical Federal project (subject to a non-disclosure agreement).

Throughout each assignment, I endeavored to uphold the design excellence and unwavering commitment to client satisfaction that characterized RSA's body of work. The experience provided me with substantial exposure to all phases of a project. I highly value this experience, as it reinforced my dedication to achieving excellence in design through documentation and within the field.

24

Situated at the core of Union Station, Kaffe Landskap's flagship location serves as a lively social hub within Denver's bustling district. Although my primary focus was on the 1401 project, I actively contributed to the coordination of design details and played a significant role throughout the entire construction administration phase.

© RSA © RSA 25
© RSA © RSA 26
Pictured left + below: Hapa Sushi, Cherry Creek
27

The technical drawings and details provided here are extracted from various projects I worked on during my time at RSA, all of which I was responsible for drafting. If you require a more comprehensive set of technical documentation, please feel free to contact me directly.

28
29 PLAN DETAIL - JAMB CONDITION
© RSA LEVEL 01 100' - 0" LEVEL 02 114' - 2" C TO HIGH ROOF PARAPET (SLOPED) 135' - 0" 1/4 / 1 -0 R1 STAIR 01 101.1 EWA-01 F1 F3 R3 11' -10" 05 128' 8" T.O. STEEL EWA-01 111' 10" B.O. ASSEMBLY /A0.17 1 /A3.92 1 OPP EG-09 /A5.71 3 /A0.16 2 B 11 1/4" EG-01 9' -0" 01 9' -0" 01 R-3 A5.72 1 SIM /A0.17 3 SIM LEVEL 01 100' - 0" LEVEL 02 114' - 2" C /A5.72 1 LARGE CONFERENCE ROOM, GENERAL USE 205.1 EWA-01 R1 26 F2 128' - 8" EWA-01 EG-01 9' -0" 03 SECURITY 102 T.O. STL T.O. HIGH ROOF PARAPET (SLOPED) VARIES 1 4 / 1 -0" 11 1/4" /A0.17 1 B 11 1/4" /A5.71 3 A0.16 1 9' -0" 03 /A0.17 3 F3 LEVEL 02 114' - 2" E TO HIGH ROOF PARAPET (FLAT) 131' - 3" 11 1/4" 127' - 6" T.O. STEEL 1/4 / 1 -0 /A5.71 6 EWA-01 F2 R1 114' 0 1/2" T.O. MTL DECK /A5.71 3 R1 OTHER TENANT 216 E TO HIGH ROOF PARAPET (FLAT) 131' - 3" 11 1/4" 127' 6" T.O. STEEL BREAK 210 PATIO 308 9' -2" 03 R1 EG-11 EWA-01 F5 R3 RD-1 1/2 / 1 -0 1/2 / 1 -0" 114' - 1 1/2" 114' - 2" /A5.71 7 /A5.71 5 F2 R1 112' 11" T.O. CONC. B.O. STL /A5.71 3 /A0.17 3 ARCHITECT: CONSULTANT: STAMP: ISSUANCE: DRAWING TITLE: SHEET NUMBER: 12/22/2020 4:36:34 PM A5.22 WALL SECTIONS VA CBOC -EVERETT, WA SCALE: 1/2" = 1'-0" A5.22 2 WALL SECTION 8 SCALE: 1/2" = 1'-0" A5.22 1 WALL SECTION 7 SCALE: 1/2" = 1'-0" A5.22 3 WALL SECTION 9 SCALE: 1/2" = 1'-0" A5.22 4 WALL SECTION 10 CONSTRUCTION LEVEL 01 100' - 0" 8 SCHED. MTL PANEL 'BASE CONDITION' PER MFR. W/ LFLASHING TO CONCEAL BOTTOM EDGE OF SHEATHING CONC. FLATWORK O/ GRAVEL; RE: CIVIL, 3/4" COMPRESSIBLE JOINT FILLER W/ SEALANT & BACKER ROD C V I L R E 8" 1" 2 1/4" ALIGN PERIMETER DRAINAGE PER GEOTEHCNICAL REPORT SILL SEAL BELOW BOTTOM TRACK THROUGHOUT EWA-05 LEVEL 02 114' - 2" 1/4" 1 -0 1 / 2 8 112' - 11" 112' 5 1/2" T.O. CONC T.O. STEEL 116' - 0" 1' 0" SLOPE 3 E Q B O A R D S 15 3 / 8 4 4 1/2 / 1 -0" 114' 1 1/2" 5 1 / 2 6 1 / 2 113' - 8 1/2" 113' 11" B.O. DECK T.O. STL T.O. INSUL (HP) T.O. PATIO WALL T.O. PATIO DECK EWA-02 SCHED. PARAPET CAP, CONTIN., SLOPED RE: TYPICAL ROOF DETAILS SCHED. FLOOR ASSEMBLY SCHED. ROOF ASSEMBLY SCHED. ROOF ASSEMBLY CC SPRAYFROAM INSULATION CONTINUOUS AROUND STEEL, RETAIN R-VALUE RE: TYPICAL ROOF DETAILS 115' - 0 3/4" IN-WALL STEEL HSS SUPPORTS, WELDED TO STEEL 48"O.C. 7 3/8" 13 E 8 M N 11 1/4" 112' 11" 114' 1 1/2" T.O. CONC 113' - 5 3/8" LAP ROOF FLASHING UP UNDER STOREFRONT SILL SCHED. STOREFRONT CONC. CURB, RE: STRUCT TAPERED ROOF INSUL (HP) T.O. PATIO DECK PRE-FINISHED ALUM. FLASHING, MATCH STOREFRONT STEEL BEAM; RE: STRUCT. 1/2 / 1 -0 RE: TYPICAL ROOF DETAILS LEVEL 01 100' - 0" SCHED. DOOR SCHED. THRESHOLD LAP SLAB ON GRADE OVER FOUNDATION @ DOOR THRESHOLDS, SEE SLAB EDGE PLAN GL 11 1/4" GL EWA-05 CONC. FLATWORK O/ GRAVEL; RE: CIVIL, 3/4" COMPRESSIBLE JOINT FILLER W/ SEALANT & BACKER ROD LEVEL 02 114' - 2" SCHED WALL ASSEMBLY METAL STUD FURRING WITHIN STEEL STUD FLANGES FILL VOID WITH CLOSED CELL SPRAY FOAM TO CONTINUE WALL R-VALUE STEEL BEAM; RE: STRUCT JOINT SEALANT 113' 8 1/2" T.O. STEEL WALL BASE, WHERE OCCURS REFER TO STRUCTURAL DETAILS AT SLAB EDGE TO WALL SCHED. SOFFIT ASSEMBLY STAMP: ISSUANCE: DATE: DRAWING TITLE: SHEET NUMBER: PROJECT: A5.71 EXTERIOR SECTION DETAILS VA CBOC -EVERETT, WA 220 OLYMPIC BLVD, EVERETT, WA 98203 2014 SCALE: 3" = 1'-0" A5.71 3 EXTERIOR SECTION DETAIL -PARAPET CAP @ EWA-01 SCALE: 1 1/2" = 1'-0" A5.71 1 EXTERIOR SECTION DETAIL -FOUNDATION @ EWA-01 SCALE: 1 1/2" = 1'-0" A5.71 5 EXTERIOR SECTION DETAIL -PATIO CURB, TYP. 1'-0" SECTION DETAIL -LEVEL 02 TO PATIO TRANSITION SCALE: 3" = 1'-0" A5.71 4 SECTION DETAIL -ENTRY DOOR THRESHOLD, TYP. SCALE: 3" = 1'-0" A5.71 2 EXTERIOR SECTION DETAIL -SLAB EDGE @ LEVEL 02 SCALE: 3" = 1'-0" A5.71 6 SECTION DETAIL -EWA-01 CLADDING TO ROOF TRANSITION 1'-0" DETAIL -SOUTH OVERHANG CONSTRUCTION DOCUMENTS20-1211LEVEL 02 114' - 2" 3 / 4 SCHED. ACM PANEL 7/8" SCHED. WALL ASSEMBLY PRE-FINISHED FLASHING, MATCH MP-1 111' 8" 26 9 1/2" ACM PANEL WEEP & BAFFLE, PER MFR 1/2" ALUM. REVEAL @ PERIMETER OF SOFFIT ASSEMBLY, PRE-FINISHED TO MATCH MP-2 ANGLED STL BEAM & OUTRIGGER STL BEAM; RE: STRUCT 111' 10" 2 1 / 4 2 1/4" ALUM. Z-GIRT O/ SELF-ADHERED FLASHING SEALANT, MATCH MP-1, COMPRESSIBLE FILLER B.O. ACM PANEL SOFFIT BLOCKING, AS NECESSARY FLASHING DRIP EDGE, MATCH MP-1 SEALANT W/ BACKER ROD, MATCH FLASHING COLOR SCHED. SOFFIT SCHED. FLOOR ASSEMBLY WEEP @ RIGID INSULATION DRAINAGE CHANNELS SCHED. FLOORING, WHERE OCCURS PER STRUCT. 8" PANEL ASSEMBLY FLASHING, WEEP & BAFFLE, PER MFR REVEAL @ PERIMETER OF ASSEMBLY, PRE-FINISHED TO O/ FLASHING MATCH MP-1, FILLER NECESSARY ASSEMBLY INSULATION CHANNELS ARCHITECT: CONSULTANT: STAMP: ISSUANCE: DATE: DRAWING TITLE: SHEET NUMBER: PROJECT: A5.72 EXTERIOR SECTION DETAILS VA CBOC -EVERETT, WA 220 OLYMPIC BLVD, EVERETT, WA 98203 2014 SCALE: 3" = 1'-0" A5.72 1 EXTERIOR SECTION DETAIL -LEVEL 02 OVERHANG OVERHANG SHALLOW CONSTRUCTION DOCUMENTS20-1211 30
-LEVEL 02 114' - 2" A SCHED SOFFIT ASSEMBLY B.O. SOFFIT 1/2" ALUM. REVEAL @ PERIMETER OF SOFFIT ASSEMBLY, PRE-FINISHED TO MATCH MP-2 1' - 4" 113' 1" 111' - 10" 1/4 / 1 -0 T.O. STL / B.O. DECK SCHED. ROOF ASSEMBLY SLOPE SCHED. CUSTOM ACM PANEL CONTIN. 12" ALUM PLATE CAP, PT-X ALL EXPOSED SIDES, SLOPE, ALIGN W/ OUTSIDE EDGE OF GLULAM COLUMN, CLEAR SEAL UNDERSIDE TO COLUMNS & ALUM PANEL, GASKET SCREW TO SUBSTRATE CANOPY FASCIA SUB-FRAMING, TAPER TO MEET ANGLE GLULAM COLUMN BEYOND W/ SLOPED TOP-CUT STEEL BEAM; RE: STRUCT METAL STUD FRAMING B.O. FASCIA CONTIN. WEATHER-RESISTIVE BARRIER CLEAR SEAL @ UNDERSIDE OF JUNCTURE & ACM PERIMETER 9713° 2 1/4 111' 8" RE: TYPICAL ROOF DETAILS 7 1/4" 2 1 / 4 LEVEL 02 114' - 2" A 5" 113' - 1" 9 3 1/8 / 1 -0 1/4 / 1 -0 T.O. STL / B.O. DECK SCHED DOWNSPOUT, ELBOW & TUCK TIGHTLY TO BACK OF GLULAM COLUMN STEEL BEAM; RE: STRUCT PLUMBING DRAIN LINE FROM ROOF DRAIN, SLOPE B.O. SOFFIT ALUM ESCUCHEON W/ SQUARE EDGE, ALIGN TO REVEAL 1/2" ALUM. REVEAL @ PERIMETER OF SOFFIT ASSEMBLY, PRE-FINISHED TO MATCH FASCIA PANEL CONTIN. 10"W ALUM PLATE CAP, PT-X ALL SIDES, SLOPE, ALIGN W/ OUTSIDE EDGE OF COLUMN, CLEAR SEAL UNDERSIDE TO COLUMNS & ALUM PANEL, GASKET SCREW TO SUBSTRATE GLULAM COLUMN W/ SLOPED TOP-CUT STEEL BEAM W/ KNIFE PLATE RE: STRUCT WRAP SELF-ADHERED WEATHERRESISTIVE BARRIER UP INTO ENCLOSURE @ GLULAM COLUMNS CLEAR SEAL @ UNDERSIDE OF JUNCTURE NOTCH COLUMN AS SHOWN; RE: STRUCT. 7 1/8" 9 7/8" 1' 4" B.O. NOTCH / STL BASEPLATE 111' - 10" 112' - 1" 21 1 / 8 SCHED. ROOF ASSEMBLY RE: TYPICAL ROOF DETAILS EXTENTS OF METAL FASCIA WALL @ EITHER SIDE OF GLULAM COLUMN 1 1/2 KNIFE PLATE, RE: STRUCT. KNIFE PLATE, RE: STRUCT., CONCEAL EXPOSED ATTACHMENTS WITHIN FASCIA WALL CONSTRUCTION A 1 3 1 / 2 6 EQ EQ 10 4" DIA. STEEL DOWNSPOUT, PTD. CONNECT TO UNDERGROUND STORM DRAIN, RE: CIVIL, DRAIN BLOCKOUT IN CONC. CURB FOR STORM DRAIN EQ EQ C U T 1 1 / 8 COUNTERSUNK NUTS, BLACK PHOSPHATE, TYP. ø 1 1/2 STEEL KNIFE PLATE, WELDED TO BASEPLATE 3' 0" ROUND STEEL TUBE, PTD STEEL BASEPLATE, PTD CONC PLINTH, RE: STRUCT, SET ELEV PER ARCH MAX 3 4 7" 7" EQ EQ 6" 3/8"5 5/8" 1' 0" DRIVE, RE: CIVIL 3 3" R E C V L 100' - 0" T.O. CONC CURB R E C V L 8 3/4" 3 / 4 9 SCHED. ACM PANEL CUSTOM GLULAM COLUMN W/ SOLID WD END CAPS SCHED. ACM PANEL W/ CUSTOM ANGLE O/ WEATHER RESISTIVE BARRIER O/ 5/8" DENSGLASS SHEATHING STRUCT HSS BEAM; RE: STRUCT TAPERED FURRING ALIGN VERTICAL ACM JOINT W/ ACM REVEAL, FOLLOW SLOPED GLULAM COLUMN PROFILE 1 1 / 2 STRUCT BEAM; RE: STRUCT 2 7/8" COMPRESSIBLE SEALANT PER ACM MFR 1' 1" 3/4" METAL STUD FASCIA WALL FRAMING CONTIN. SELF-ADHERED WRB, WRAP AROUND STEEL CONNECTION ARCHITECT: CONSULTANT: ISSUANCE: DRAWING SHEET 12/22/2020 4:35:42 PM A3.91 DRIVEWAY SECTION VA CBOC -EVERETT, WA SCALE: 3" = 1'-0" A3.91 4 EXTERIOR SECTION DETAIL -FASCIA PANEL @ CANOPY ROOF 1 SCALE: 3" = 1'-0" A3.91 2 EXTERIOR SECTION DETAIL -GLULAM COLUMN @ CANOPY ROOF SCALE: 3" = 1'-0" A3.91 1 SECTION DETAIL -CANOPY COLUMN BASE SCALE: 3" = 1'-0" A3.91 3 EXTERIOR PLAN DETAIL -CANOPY CORNER @ GLULAM COLUMN CONSTRUCTION-LEVEL 02 114' - 2" A SCHED SOFFIT ASSEMBLY B.O. SOFFIT 1/2" ALUM. REVEAL @ PERIMETER OF SOFFIT ASSEMBLY, PRE-FINISHED TO MATCH MP-2 1' - 4" 113' 1" 111' 10" 1/4 / 1 -0 T.O. STL / B.O. DECK SCHED. ROOF ASSEMBLY SLOPE SCHED. CUSTOM ACM PANEL CONTIN. 12" ALUM PLATE CAP, PT-X ALL EXPOSED SIDES, SLOPE, ALIGN W/ OUTSIDE EDGE OF GLULAM COLUMN, CLEAR SEAL UNDERSIDE TO COLUMNS & ALUM PANEL, GASKET SCREW TO SUBSTRATE CANOPY FASCIA SUB-FRAMING, TAPER TO MEET ANGLE GLULAM COLUMN BEYOND W/ SLOPED TOP-CUT STEEL BEAM; RE: STRUCT METAL STUD FRAMING B.O. FASCIA CONTIN. WEATHER-RESISTIVE BARRIER CLEAR SEAL @ UNDERSIDE OF JUNCTURE & ACM PERIMETER 9713° 2 1/4 111' 8" RE: TYPICAL ROOF DETAILS 7 1/4" 2 1 / 4 LEVEL 02 114' - 2" A 5" 113' - 1" 9 3 1/8 / 1 -0 1/4 / 1 -0 T.O. STL / B.O. DECK SCHED DOWNSPOUT, ELBOW & TUCK TIGHTLY TO BACK OF GLULAM COLUMN STEEL BEAM; RE: STRUCT PLUMBING DRAIN LINE FROM ROOF DRAIN, SLOPE B.O. SOFFIT ALUM ESCUCHEON W/ SQUARE EDGE, ALIGN TO REVEAL 1/2" ALUM. REVEAL @ PERIMETER OF SOFFIT ASSEMBLY, PRE-FINISHED TO MATCH FASCIA PANEL CONTIN. 10"W ALUM PLATE CAP, PT-X ALL SIDES, SLOPE, ALIGN W/ OUTSIDE EDGE OF COLUMN, CLEAR SEAL UNDERSIDE TO COLUMNS & ALUM PANEL, GASKET SCREW TO SUBSTRATE GLULAM COLUMN W/ SLOPED TOP-CUT STEEL BEAM W/ KNIFE PLATE RE: STRUCT WRAP SELF-ADHERED WEATHERRESISTIVE BARRIER UP INTO ENCLOSURE @ GLULAM COLUMNS CLEAR SEAL @ UNDERSIDE OF JUNCTURE NOTCH COLUMN AS SHOWN; RE: STRUCT. 7 1/8" 9 7/8" 1' 4" B.O. NOTCH / STL BASEPLATE 111' - 10" 112' - 1" 21 1 / 8 SCHED. ROOF ASSEMBLY RE: TYPICAL ROOF DETAILS EXTENTS OF METAL FASCIA WALL @ EITHER SIDE OF GLULAM COLUMN 1 1/2 KNIFE PLATE, RE: STRUCT. KNIFE PLATE, RE: STRUCT., CONCEAL EXPOSED ATTACHMENTS WITHIN FASCIA WALL CONSTRUCTION A 1 3 1 / 2 6 EQ EQ 10 4" DIA. STEEL DOWNSPOUT, PTD. CONNECT TO UNDERGROUND STORM DRAIN, RE: CIVIL, DRAIN BLOCKOUT IN CONC. CURB FOR STORM DRAIN EQ EQ C U T 1 1 / 8 COUNTERSUNK NUTS, BLACK PHOSPHATE, TYP. ø 1 1/2 STEEL KNIFE PLATE, WELDED TO BASEPLATE 3' 0" ROUND STEEL TUBE, PTD STEEL BASEPLATE, PTD CONC PLINTH, RE: STRUCT, SET ELEV PER ARCH MAX 3 4 7" 7" EQ EQ 6" 3/8"5 5/8" 1' 0" DRIVE, RE: CIVIL 3 3" R E : C V L 100' - 0" T.O. CONC CURB R E : C V L 8 3/4" 3 / 4 9 SCHED. ACM PANEL CUSTOM GLULAM COLUMN W/ SOLID WD END CAPS SCHED. ACM PANEL W/ CUSTOM ANGLE O/ WEATHER RESISTIVE BARRIER O/ 5/8" DENSGLASS SHEATHING STRUCT HSS BEAM; RE: STRUCT TAPERED FURRING ALIGN VERTICAL ACM JOINT W/ ACM REVEAL, FOLLOW SLOPED GLULAM COLUMN PROFILE 1 1 / 2 STRUCT BEAM; RE: STRUCT 2 7/8" COMPRESSIBLE SEALANT PER ACM MFR 1' 1" 3/4" METAL STUD FASCIA WALL FRAMING CONTIN. SELF-ADHERED WRB, WRAP AROUND STEEL CONNECTION ARCHITECT: CONSULTANT: STAMP: ISSUANCE: DRAWING TITLE: SHEET NUMBER: 12/22/2020 4:35:42 PM A3.91 DRIVEWAY SECTION & VA CBOC -EVERETT, WA 220 OLYMPIC BLVD, EVERETT, WA 98203 SCALE: 3" = 1'-0" A3.91 4 EXTERIOR SECTION DETAIL -FASCIA PANEL @ CANOPY ROOF 1 SCALE: 3" = 1'-0" A3.91 2 EXTERIOR SECTION DETAIL -GLULAM COLUMN @ CANOPY ROOF SCALE: 3" = 1'-0" A3.91 1 SECTION DETAIL -CANOPY COLUMN BASE SCALE: 3" = 1'-0" A3.91
EXTERIOR PLAN DETAIL -CANOPY CORNER @ GLULAM COLUMN CONSTRUCTION DOCUMENTS20-1211 31
3
32

CONFLUENCE HALL

Proj. Type | Design Build, New Construction // 3,300 SF

Location | Moab, Utah

Date | January 2017 - May 2017

Instructors | Rick Sommerfeld, Will Koning, Andy Paddock

Student Role | Co-lead: West Wall Design & Construction | Lead: Client Communication

Professional Role | Assembled award submittals

Recognition | 2017 AIA Utah Honor Award

2018 ACSA Design Build Award

Published in Winter 2017 issue of ‘Modern In Denver’

II
33

Myself, 25 other students & CBW instructors worked with the staff of Colorado Outward Bound to create a successful community space for their program. During the semester, design and prefabrication was done in Denver and onsite construction occurred during a week in March and a 3 week phase in May. My responsibilities included being a co-lead for the design and construction of the West Wall, which included both the 40’ long concrete wall, and the vertical continuation of the canopy panels.

Future

River

River Kitchen

Staff Housing

Staff/ Visitor Parking

Campus Entrance

Confluence

Garden

Compost

Orchard

Existing

+ + + + + + + + + + + + + + + + + + + + N
PLAN 0’ 5’ 15’ 50’
CAMPUS SITE
Kitchen #1
Staff Commons
Boat House
Future
Warehouse
Hall
#2
34
photo: CBW

2

3

4

5

6

7

8

9

10

11

12

N + + + + + + PLAN 1 7
Dining Room
1
Kitchen
Food Storage
Spa Sink & Toilets
Private Shower
Outdoor Bbq
Firepit
Stair To Rooftop Deck
Orchard
Planned Garden
Compost
West Wall 0’ 1’ 3’ 10’ A 8 6 9 12 12 10 11 5 4 3 2 35

WEST - BEHIND SCREEN WALL

WEST

0’ 1’ 3’ 10’
36

The program is organized from north to south into four zones: – exterior gathering, interior gathering, cooking, and “the spa.” The thresholds between each zone are divided by light and accented by walnut millwork.

Restroom Food Stor. Kitchen Dinning Custom GFRC Sink Operable Kitchen Wall Custom Dinning Furniture Walnut Threshold Walnut Threshold Walnut Threshold Light Threshold Light Threshold Rooftop Deck North Patio Preexisting Patio SECTION A 0’ 1’ 3’ 10’ 1 1 3 2
2 3
37
photos: CBW

ROOFTOP DECK

A rooftop deck showcases the panoramic view of the La Sal Mountains to the east, and Moab’s Bluff’s to the west.

WEST WALL

A concrete wall serves as a barrier from the parking lot, creating a shaded walkway along the western edge of the building and directing views to the ridge.

CANOPY

Insulated metal panels were re-purposed using the leftovers from an unrelated project. The recycled material is utilized in creating a performative shade structure.

SIP WALL STRUCTURE

Structurally insulated panels allowed for speedy construction and desirable insulation properties.

STEEL CLADDING FOUNDATION

Rusted steel cladding relates the building to local context.

The foundation from the pre-existing trailer was utilized in the construction of the new building.

PRE-EXISTING TRAILER

A pre-existing double wide was sold to help finance the project.

+ + + + + + + + + + + + + + + +
38

The canopy is constructed of four-inch thick insulated wall panels. The material was left over from a commercial building and scheduled to be discarded. The project recycles these panels, re-imagining them as large louvers for the patio opening to the eastern view of the La Salle Mountains. The inherent structural capacity of the panels is leveraged as a secondary structure to span large distances, minimizing the amount of steel sub-structure required. A grasshopper script was used to control the size of the structure, thickness and spacing of the panels, and the panel overlap - optimizing the canopy to allow for maximum sun penetration in the winter while restricting sun exposure in the summer.

JULY 21 2 PM 2 PM 2 PM 2 PM 75°
27° SEPTEMBER 21 52° MARCH 21 DECEMBER 21
52°
39

DESIGN-BUILD TIMELINE

JANUARY, 2017

1

Removal of double-wide trailer.

2

Design of Confluence Hall begins.

FEBRUARY, 2017

3

Presentation of design ideas to client, and project approval.

MARCH-MAY 13

MARCH 18-25, 2017

Excavation of canopy support foundations.

Construction of main structure through SIP wall and roof panels.

Construction of concrete wall

Placement of glazing.

4 Prefabrication of building components.

CD’s to building department for approval.

5

2 1 1 4 3
BUILD-PHASE 1
PRE-BUILD
2
1
3 4
40

MAY 13-JUNE 4, 2017

EXTERIOR INTERIOR

Erection of steel framework

Placement of canopy panels

Placement of vertical wall panels

Patio extensions poured

Installment of custom millwork and casework

Installment of rusted steel rainscreen

Construction of rooftop deck

Installment of electrical and plumbing fixtures

BUILD-PHASE 2
1 2 3 4 1 2 3 4 WINTER SUMMER SHOULDER 2 2 1 1 3 3 4 41

Framing of canopy structure & initial placement of metal panels.

42

The concrete portion of the west wall accentuates the axis between confluence hall and the staff warehouse, while also acting as a separation between the hall and the parking lot.

Metal canopy panels turn vertically to shield the northern patio from the hot afternoon sun, and frame the main entry into confluence

photo: CBW 43
44

MUSEUM OF SPATIAL ART

Proj. Type | Tara Donovan Museum of Spatial Art

Location | Denver, CO

Date | Fall 2016

Instructor | Will Koning

III
45

Urban Figure Ground

Lower Downtown Denver

Cherry Creek Edge

The site is situated along the Cherry Creek corridor, an active recreational path for the residents of Denver.

View Corridor Into & Out of City

The site is unique in its view corridor potentials both into and out of the site.

Bar Typology

Through a series of studies, a bar typology was chosen as the mass for the site, given its opportunities for the connection to context, and the sites physical constraints.

Program Separation & Siting

The bar was squeezed to allow for a main public entrance along Wynkoop. A gallery bar occupies the upper 2/3 of the structure, and is contrasted from the heavier base to highlight the program change.

Gallery Bar Rotation

The gallery bar is rotated slightly to provide cantilevered entrances while responding to the visual corridors into the city.

46

Datum Wall Addition

Within the structure, a heavy concrete datum wall was added to unite the upper and lower portions of the contrasting masses.

Transitional Space Subtractions Integration With Context & Landscape

To unite the interior and exterior program, two transitional spaces are subtracted from the mass to allow for circulation corridors.

Two parklets are added, one placed along the main entrance to the museum, and the other along the south-western facade, adjacent to cherry creek.

1 Lobby

2 Gift Shop

3 Locker

4 Reception Office

5 Restrooms

6 Service Access

7 Reading Room

8 Workshop

9 Conference Room

10 Office

11 Community Room

12 Cafe

13 Kitchen 001

GROUND N 1 2 3 4 5 5 5 5 5 7 8 9 10 11 7 12 13 5 6 7
47

SECOND FLOOR SECTION

3

4

5

6

7

The Tara Donovan Museum of Spatial Art is meant to transpose the visitor into a unique environment for viewing art and to challenge ones understanding of space and context within their landscape. The building is set upon a unique site in the vibrant LoDo neighborhood of downtown Denver. Adjacent to the recreational corridor of Cherry Creek, the museum gives itself to the landscape as much as the interior, as a means to activate the public space and create a hub of social interaction within the neighborhood. The museum exists as a simple structure composed of two rectangular masses, slightly offset and rotated from each other, giving contrast and importance to the gallery space. Within the museum, the visitor experiences Donovan’s artwork within a light filled, bar. The gallery bar achieves its vibrant light through a double-skin facade, the outer-most layer composed of white channel glass, and the interior layer composed of polycarbonate panels. As the visitor moves through the gallery, they are undulating in and out of galleries of various sizes- while moving in between and around a concrete wall, anchoring the gallery box within the lower mass and the surrounding context.

SECOND FLOOR N DN DN 1 2 3 4 5 6 8 7 1 Gallery 001
Gallery 002
2
Gallery 003
Gallery 004
Gallery 005
Gallery 006
Gallery 007 8 Gallery 008 001
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Skylight System

14

15

Exterior Facade System

12

13

Interior Facade System

9

10

11

1

2

3

4

5

6

7

Gallery Organization

Cafe entry approach from Wazee st.

Gallery space

1 11 12 13 14 15 9 10 2 3 4 5 6 7 8
Gallery 01
Gallery 02
Gallery 03
Gallery 04
Gallery 05
Gallery 06
Gallery 07
Gallery 08
8
Opaque Gallery Wall
Gallery View Corner
Polycarbonate Curtain Wall
Glass Curtain Wall
Channel
Interior Cross Bracing
Gallery Skylight
Skylight
Transitional
13
49
Main Entry - looking towards gallery staircase

2523 16TH STREET

Proj. Type | Small Home Shipping Container

Location | Denver, CO

Date | Fall 2017

Instructor | Julee Herdt

III
50

1

2 3

4

Solar control in winter & summer months

4 SHIPPING CONTAINERS

High mass & night ventilation

LOCATION

Walking & Biking to Downtown Platte River, Union Station

Walking & Biking to Highlands

Automotive Transportation

Views to Downtown Denver

The home is designed as a small residence for an architect, 780 sqft max, 2-bed, 2-bath, energy efficient, using shipping containers as the main construction module combined with structural steel systems, a brick screen facade, and BioSIP’s.

The residence was designed around passive strategies for heat retention and natural ventilation. Night flushing through stack ventilation works in conjunction with solar control in summer months to achieve a design that is less reliant on mechanical systems.

100’ N I-25 BOULDER ST
16TH ST
CENTRAL
2
20’x8’x8.5’ 30’x8’x9.5’ 40’x8’x8.5’ 40’x8’x9.5’ TARE WEIGHT : 5071 TARE WEIGHT : 6840 TARE WEIGHT : 8268 TARE WEIGHT : 9430 TOTAL WEIGHT : 29,609 LBS
1
3
CLIMATE STRATEGIES+ STRUCTURAL SYSTEM
4 51

SECOND

A A A B C 1 2 3 4 5 6 7 LIVING KITCHEN DINING UP DN STUDIO
STO
N
52
TERRACE BATH BED
BATH BED
GROUND
GREENROOF

1

A vertical 30’ shipping container serves the dual purpose of vertical circulation and providing stack ventilation, passively cooling the home.

As the top of the container is heated by the sun, the temperature gradient creates a pressure differential, forcing hot air out of the top window.

2

Studio lighting is accented through a north facing picture window. The studio is adjacent to a private screened terrace.

3

Second floor container is cantilevered between the lower container and a reinforced brick wall.

Warm-board is used as a modular radiant heating system. The radiant system will be zoned off into three sections; living/dining, bedroom, and studio.

1 2 3 4 5 6 7
+ 9’ 7” ROOF + 32’ 2”
SECOND FLOOR
+
- 2’ 6” ROOF + 20’ 4” 1 2 3
GROUND FLOOR
0’ 8.5” FOUNDATION
4 4+ SECTION 53

EAST SOUTH

54
55
WEST NORTH

CONSTRUCTION PROCESS

01 Foundation 04 On site construction of brick screens 05 Bio-Sip interior insulation 06 Standing seam rainscreen +shadow box installation 02 Installation of ground level containers 03 Installation of vertical and cantilevered containers
56

PHOTOVOLTAIC PANELS

STANDING SEAM RAINSCREEN + ROOF INSULATION

Standing seam metal covers the roof and the southern facade of the second floor container. Built-up fiberglass insulation gives an R-value of 36.

STACK VENTILATION WINDOW

A window is placed at the top of the vertical container, inducing stack ventilation for passive cooling in the summer months.

BRICK SCREEN WALL

A brick screen provides privacy from the city street and allows for filtered light within the vertical container.

GREEN ROOF

1’ of green roof on top of 4” rigid insulation gives an R-value of 32.

RADIANT FLOOR HEATING

SHADOW BOX

Shadow Box projections surround apertures along the south-facing facade.

BIOSIP INSULATION

R-Value of 31.5.

BRICK WALL FOOTING

CONTAINER PIERS

57
58

LOUVR

Proj. Type | Digital Fabrication - Pendant Lamp

Location | CU Boulder, Undergraduate

Date | July 2013

Instructors | Marcus Farr

Recognition | 2013 AIAS Top Fabrication Project

59

LOUVR reimagines the way people interact with artificial lighting through its innovative design. The pendant lamp consists of individual wooden modules that rotate along a track. Each module consists of two thin wooden panels connected via a tab on the top and bottom of the panels. A dowel is inserted through the center of this pair and then snapped into an acrylic track, allowing the user to rotate the individual module to achieve the desired lighting experience. The prototypes, crafted from cherry, walnut, and basswood, include a lamp and a wall partition.

ASSEMBLY PROCESS

1 Attach connection tabs to slits in screen panels

2

Snap ends of dowels into holes of the track system + rotate 3

Slip dowel rod through holes in connection tab
60
Process of individual module rotation on pendant lamp. Wall partition prototype
61
Acrylic track + dowel connection

INTEGRAL BENCH

Proj. Type | Furniture Design - Bench

Location | CU Denver, Graduate

Date | Spring 2018

Instructors | Julee Herdt

Material | Reclaimed oak truckbed flooring, rusted steel tubing

   IV
62

Integral:

necessary to make a whole complete; essential or fundamental

Integral bench is composed of discarded objects that have been integrated only to enhance the essential nature of each individual object. The sitting surface and legs of the bench come from a piece of discarded truck bed flooring. The legs puncture through the top plane of the bench asymmetrically, with a single leg maintaining the support for half of the bench. On the underside, the taught and linear planes of oak legs are slotted into footings composed of discarded steel tubing, marrying the two materials.

The oak plank and the steel tubing show years of use within their surfaces. The inherent strength of both materials is high, yet cracks and splits that have developed over years of use have put the plank of oak in a precarious state. The project becomes a balance of maintaining delicacy with the inherent strength of each material.

Top: Finished material with legs slotted into top plane of bench.

Bottom: Original truck bed flooring as found. Material was planed, sanded & finished with jojoba oil.

63

Found steel tubing was cut and welded to create a rigid frame for the bench legs. The wooden legs of the bench are slotted to join the rusted metal tubing. The planes intersect with one another in harmony; thin disparate parts act as a whole within a linear system.

64
65

Location | CU Denver, Graduate

Date | Spring 2018

Instructors | Julee Herdt

Material | Reclaimed black american walnut, rusted steel

66

Narrow parallel is created to enhance the quality of natural materials within a simple, clean, and thin language. A thin plane of black american walnut extends vertically from a found wide flange, while hovering slightly above the

A parallel extension of steel angle holds and disguises a vertical strip of light, which is projected onto the walnut plane. A bright tension is formed within the void of the two pieces, expressing an energy that is heightened by the narrow space in which it is

steel wide flange, found heavily rusted.

67
2x2 x 6’ rusted steel angle 1/2”x1/2” Acrylic tube, frosted voice controlled LED light rusted wide flange 1”x1” vertical support angle
68
Live edge, black american walnut

The walnut is suspended from the ground, while the steel angle terminates below the top edge of the wood. The dance of the vertical elements is meant to enhance the tension between the two elements.

Plan Profile 69

Collaboration credit while at ColoradoBuildingWorkshop:

Confluence Hall & Next Stage Collaborative Gallery

Faculty //

Rick Sommerfeld

William Koning

Andy Paddock, PE

CU Denver Staff //

Katherine Hartung

Graduate Teaching Assistant // Samantha Strang

Collaborators // Raw Creative

MH Companies

VonMod

With Gaia Designs

Ecologic Design Build

Students //

Sofia Bruni

Adam Buehler

Joshua Chandler

Robert Chesnovar

Marika Davis

Meghan Duarte-Silva

Carl Faler

Eileen Gehlhausen

Sasha Godinez

Kelsey Grundman

Kurt Hartmann

Ryan Helle

Ryan Johnson

Danielle Jones (Co-Lead for West Wall)

Benyamin Khezri (Group member for Next Stage)

Alex LaVoy

Alexander Martin

Joel Miller (Group member for Next Stage)

Olivia Mott

Mason O’Farrell

Ali Reed

Brandon Smith

Rebekka Thy

Hunter Wells

Lidia West

Kelsey Wotila (Group member for Next Stage)

Liezl van Wyk

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