Jesus Perez-Cortez Architecture Portfolio by Jesus Perez-Cortez

DIFFRACTION DIFFRACTION JESUS PEREZ-CORTEZ BYRON HO

JESUS J. PEREZ-CORTEZ Architecture Portfolio

Omaha, NE 68108 | 4029834754 | jesusperez123.jc@gmail.com | WWW: Bold Profile

Omaha, NE 68108 | 4029834754 | jesusperez123.jc@gmail.com

Omaha, NE 68108 | 4029834754 | jesusperez123.jc@gmail.com | WWW: Bold Profile

Professional Summary

Detail-oriented team player with strong organizational skills. Ability to handle multiple projects simultaneously with a high degree of accuracy.

Detail-oriented team player with strong organizational skills. Ability to handle multiple projects simultaneously with a high degree accuracy.

Detail-oriented team player with strong organizational skills. Ability to handle multiple projects simultaneously with a high degree of accuracy.

Languages

English

Languages

English Spanish Skills

Spanish

English Spanish Skills

Skills

Architecture and Design

3D Modeling and Visualization

Architecture and Design

Design Research and Development

Construction materials

Team Collaboration

Construction materials

Design Research and Development 3D Modeling and Visualization

3D Modeling and Visualization

Construction Documentation

Concept Development

Design Research and Development 3D Modeling and Visualization

Team Collaboration Construction documentation

Team Collaboration

Software

Team Collaboration

Software

Construction documentation

Work History

Architectural Designer - 2 yrs 3 mos

Work History

Architectural Designer - 2 yrs 3 mos

Consultant - Omaha, NE

01/2022 - Current

Architectural Designer - 2 yrs 3 mos

Consultant - Omaha, NE

Collaborated with multidisciplinary teams to create functional, efficient, and visually appealing spaces for clients.

Consultant - Omaha, NE

Collaborated with multidisciplinary teams to create functional, efficient, and visually appealing spaces for clients.

Increased client satisfaction by consistently delivering high-quality designs that met or exceeded expectations.

01/2022 - Current

Consultant - Omaha, NE 01/2022

01/2022 - Current

Collaborated with multidisciplinary teams to create functional, efficient, and visually appealing spaces for clients.

Developed comprehensive construction documents to ensure accurate execution of architectural concepts during the building process.

Increased client satisfaction by consistently delivering high-quality designs that met or exceeded expectations.

Developed comprehensive construction documents to ensure accurate execution of architectural concepts during the building process.

Increased client satisfaction by consistently delivering high-quality designs that met or exceeded expectations.

Collaborated with multidisciplinary teams to create functional, efficient, and visually appealing spaces for clients. Increased client satisfaction by consistently delivering high-quality designs that met or exceeded expectations. Developed comprehensive construction documents to ensure accurate execution of architectural concepts during the building

Huntel Engineering - 1 yr 1 mo

Developed comprehensive construction documents to ensure accurate execution of architectural concepts during the building process.

Huntel Engineering - 1 yr 1 mo

Civil Planning Drafter - Blair, NE

Huntel Engineering - 1 yr 1 mo

03/2023 - Current

Huntel Engineering - 1 yr 1 mo

Civil Planning Drafter - Blair, NE

Collaborated with engineers to develop accurate and detailed construction documents for 7 projects.

Civil Planning Drafter - Blair, NE

Collaborated with engineers to develop accurate and detailed construction documents for 7 projects.

03/2023 - Current

Civil Planning Drafter - Blair, NE 03/2023

Collaborated with engineers to develop accurate and detailed construction documents for 7 projects.

Contributed in reducing errors during before and after construction phase by meticulously reviewing drawings for consistency and accuracy.

03/2023 - Current

Contributed in reducing errors during before and after construction phase by meticulously reviewing drawings for consistency and accuracy.

Evaluated information provided by engineers to create accurate drawings according to measurements and specifications.

Contributed in reducing errors during before and after construction phase by meticulously reviewing drawings for consistency accuracy.

Evaluated information provided by engineers to create accurate drawings according to measurements and specifications.

Contributed in reducing errors during before and after construction phase by meticulously reviewing drawings for consistency and accuracy.

Evaluated information provided by engineers to create accurate drawings according to measurements and specifications.

Hensel Richards Constructors - 4 yrs 2 mos

Evaluated information provided by engineers to create accurate drawings according to measurements and specifications.

Exterior Plasterer - Omaha, NE

Hensel Richards Constructors - 4 yrs 2 mos

05/2017 - 07/2021

Increased client satisfaction with exceptional attention to detail and adherence to design specifications.

Exterior Plasterer - Omaha, NE

Hensel Richards Constructors - 4 yrs 2 mos

Exterior Plasterer - Omaha, NE

Enhanced the durability of building exteriors by applying high-quality plastering techniques on over 15 projects.

Increased client satisfaction with exceptional attention to detail and adherence to design specifications.

05/2017 - 07/2021

Exterior Plasterer - Omaha, NE 05/2017

Increased client satisfaction with exceptional attention to detail and adherence to design specifications.

Reduced project completion times by efficiently managing multiple exterior plastering tasks simultaneously.

05/2017 - 07/2021

Increased client satisfaction with exceptional attention to detail and adherence to design specifications.

Enhanced the durability of building exteriors by applying high-quality plastering techniques on over 15 projects.

Education

Enhanced the durability of building exteriors by applying high-quality plastering techniques on over 15 projects.

Reduced project completion times by efficiently managing multiple exterior plastering tasks simultaneously.

Education

Bachelor of Science: Architecture

05/2021

University of Nebraska - Lincoln - Lincoln, NE

Education

Bachelor of Science: Architecture

Minor in Product Design

05/2021

Bachelor of Science: Architecture

Dean's List [Fall 2020]

University of Nebraska - Lincoln - Lincoln, NE

05/2021

University of Nebraska - Lincoln - Lincoln, NE

Minor in Product Design

Extracurricular Activities: Co-President of National Organization of Minority Architects

Minor in Product Design

Dean's List [Fall 2020]

Extracurricular Activities: William H. Thompson Scholar

Dean's List [Fall 2020]

Extracurricular Activities: Co-President of National Organization of Minority Architects

High School Diploma

Extracurricular Activities: Co-President of National Organization of Minority Architects

Extracurricular Activities: Member of Student Advisory Board for College of Architecture

Omaha South High School - Omaha, NE

Extracurricular Activities: William H. Thompson Scholar

Extracurricular Activities: Member of Student Advisory Board for College of Architecture

4.3 GPA

Extracurricular Activities: William H. Thompson Scholar

05/2017

PEREZ-CORTEZ

JESUS

JESUS PEREZ-CORTEZ

| WWW

JESUS PEREZ-CORTEZ

WWW: Bold Profile

Omaha, NE 68108 | 4029834754 | jesusperez123.jc@gmail.com |

TABLE OF CONTENTS

Attic Conversion The Hermit Crab 1 2 3 4 5 Benson Music Center Butler Conduit Interpose cartography I DIFFRACTION JESUS PEREZ-CORTEZ BYRON HO DIFFRACTION DIFFRACTION JESUS PEREZ-CORTEZ BYRON HO

THE HERMIT CRAB

Program: Makerspace, Art Studio, Communal Living

Location: Detroit, MI

Year: Spring 2020

Course: Arch 311 - Situate - Ellen Donnelly

Located within the East Warren neighborhood of Detroit, MI, The Hermit Crab inhabits the shell of a building no longer there. By offering a makerspace, art studio, and communal living, the community of East Warren is presented with opportunities to collaborate, explore, and learn from each other to foster a network of makers, artists, and residents.

The design is driven by the idea that the building appears to be moving in tandem with the user. This is achieved through the use of malleable surfaces that morph to way suggest changes in motion and activity. The topography of the floors, walls, and ceilings are used to achieve this goal. The design asks occupants to explore the interior and exterior spaces within the shell. The skin of The Hermit Crab is scaled with metallic plates that display an iridescent reflection and aids in contouring the form.

The spaces advocate for social encounters among peers and physical interactions with the building itself.

Exterior Render

(Image produced using a combination of Rhino 3D, Lumion, and Photoshop.)

The drawings shown above explore horizontal and vertical qualities to inform the organization of spaces. Such qualities include: intersections, voids, boundaries, circulation, light, and time spent in spaces. There were also various ideas of how surfaces would move and morph. These investigations laid the ground work and were taken as precedents for the design.

Horizontal Qualities Vertical Qualities

ART STUDIO LIVING ROOM LOUNGE COFFEE SHOP MAKERSPACE EXTERIOR STAIRS Above: Exploded Axon

On the ground floor, users are provided with a lounging space as well as a small coffee shop. Occupants are presented with the option to follow the exterior stairs up to the second floor housing the art studio and communal living or follow the stairs down leading to the makerspace.

1 - Lounge 2 - Cafe 3 - Bar 4 - Storage 5 - Restroom 6 - Elevator 7 - Art Studio 8 - Gallery 9 - Communal Living Room 10 - Bedroom 11 - Deck 12 - Lounge (Light Well) 13 - Work Benches 14 - 3D Printing 15 - Wood Working Shop 16 - Metal Shop 17 - Cnc Shop 18 - Mechanical Room LEGEND

Above: Circulation + Program Diagram

Ground Floor Makerspace Floor

B A AA BB 5 6 10 9 10 11 10 8 7 11 1 4 13 14 12 5 15 16 17 18 6 5 5 3 2 4 4 4 6

Art Studio Floor

The skin of the facade takes the brick pattern of the shell and shears it to juxtapose it. Ceilings and walls work as one continuous moving surface. Ceilings define spaces and walls direct movement as well as becoming staircases, seating, and counters.

Above: Elevation + Section East Elevation Section A:AA

On the top floor, the art studio, gallery, and living room are filled with natural light that filters through the curved glass roof and truss frame structure. The lounge in the makerspace is emphasized with the natural light captured up by the glass roof. This allows for a change in scale and an experiential moment.

Above: Elevation + Section South Elevation Section B:BB

The architecture of this design is predicated on the maliable surfaces prompting users to engage with the building as a living entity both vertically and horizontally as much as with others in a multitude of instances. These X-rays illustrate the motion of The Hermit Crab in its entirety.

Above: X-Ray Section Perspective

Above: X-Ray Section

ATTIC CONVERSION

Collaborators:

Tim Murphy - Structural Engineer - Wilson & Company, Inc.,

Jose Ochoa - Contractor - J Builds LLC

Program: Master Bedroom, Bathroom, Closet

Location: Omaha, NE

Year: Summer 2023 (Completed)

Located in the Historic Benson neighborhood of Omaha, NE, this design focuses on modifying an existing element into a space that provides convenience.

There was an emphasis on effectively utilizing as much space as possible, this goal even extended as far as to taking advantage of the spacing between studs in the existing knee walls. In the end, project resulted in a Master Bedroom with a bathroom, two closets, and built-in drawers offering the client functionality and comfort.

Throughout the duration of the project, I acted as the architectural designer, consultant, and coordinator. Not only did I design the conversion but I also worked alongside the client to indentify what problems needed solving. I provided multiple iterations of possible outcomes. I collaborated with the Structural Engineer in ensuring the structural integrity of the project. Finally, I acted as the main point of contact for the contractor to direct any questions and additional information requests for the project.

This project provided challenging obstacles and a valuable learning experience. It was accomplished through the collaborative efforts of all parties involved.

Proposal Bedroom Perspective

(Image produced using a combination of Rhino 3D and Photoshop.)

Before: Facing West Towards Bathroom

After: Facing West Towards Bathroom

An issue the client wished to address was the lack of space in their room which led them to use a spare room for clothing storage and their vanity. Though a solution to this obstacle could have been to extend the bedroom into their office, it was not ideal for the needs and comfort for the client.

Above: Proposal Interior Renders Page 14: Proposal Axon

EXISTING 2” x 4” - 24“ O.C. RAFTERS

EXISTING 2” x 4” - 24“ O.C. KNEE WALL

BEDROOM

DISPLAY SPACE

CLOSET #3 CLOSET #2

CLOSET #1 BATHROOM

NEW 2” x 6” - 24” O.C. RAFTERS (SISTERED TO EXISITING 2” x 4” RAFTERS WITH 1 1/2” GAP TO ACHIEVE 7”)

EX. 2” x 4” - 24” O.C. RAFTERS

GUTTERS

FLASHING

EX. 1” x 8” FASCIA

EX. 3/8” SOFFIT

EX. HARDBOARD SIDING

EX. 2” x 10” RIM JOIST

EX. ASPHALT SHINGLES

EX. FELT

12 7

EX. 1/2” OSB SHEATHING

R- 19 INSULATION

EX. 2 - 2” x 4” TOP PLATE

R- 13 INSULATION

EX. 2” x 4” BOTTOM PLATE EX.

EX. 2” x 4” - 16” O.C.

EX. LATH AND PLASTER

EX. 2” x 8” TREATED SILL EX.

5/8” ANCHOR BOLTS @ 40” O.C. EMBEDDED 15” MIN.

#5 REBAR @ 40” O.C.

13 COURSES - 8” CONC. BLOCK

CONCRETE FOOTING

NEW R- 49 INSULATION (7” CLOSED CELL SPRAY FOAM)

NEW 1/2” DRYWALL

EX. 2” x 4” - 24” O.C.

(SEE DETAILS FOR REWORK, WHERE REQUIRED)

EX. 2” x 6” - 16” O.C. CEILING JOISTS

2” x

10” - 16” O.C.

2” x 4” BOTTOM

NEW CONT. 2” x 4” BRACE

PLATE

GRADE

3/4”

& G

(RATED

40 PSF

16”

3/4”

EX. 3/4” SHEATHING DAMP-PROOFING

CONCRETE DRAIN TILE NEW

SHEATHING

FOR

WITH JOIST SPACING AT

O.C.) EX.

T & G SHEATHING CONCRETE FLOOR

SECTION 1 DETAIL SCALE: 1/2” = 1’- 0” 15 A103: Wall Section Detail

1. Existing Roof Rafters 2” x 4” @ 24” O.C. will be sistered using 2” x 6” Joists.

2. Existing Knee Wall Studs will remain in place.

3. Existing Windows are both 2’-6” x 2’-6” and will be replaced with new ones of similar dimensions.

4. Existing Plumbing Pipes will not be rerouted and will be framed around.

5. Existing Trap Door will be replaced with a new door.

6. Half Wall will measure a height

4'-10" 9'-4" 5'-3" 5'-3" 2'-2 3 4 " 6'-8 3 4 " 6'-3" 37'-2" 11'-6 1 2 " 14'-0" 6'-2 1 4 " 3'-0" 9'-2 1 4 " 3'-0" 3'-6" 3'-0" 3'-0" 3'-10 1 2 " 5'-0" 3'-4 1 2 " 8'-10 1 2 " 12'-9" 11'-10 5 8 " 4'-0 1 2 " 13'-7" 6'-4 1 2 " 11'-0" 0’ 5’ 10’ 15’ 30’ ATTIC FLOOR PLAN Title Sheet Number A102 DN 2 x 6 Rafters Sistered Half Wall (Height: 3’-6”) 2’-6” x 2’-6” 2’-6” x 2’-6” 32” 1 6 7 3 5 4 2 CO S N A103 A107 A108 1 1-1 2-2 NOTES LEGEND SYMBOLS 1. Existing Roof Rafters 2” x 4” @ 24” O.C. will be sistered using 2” x 6” Joists. 2. Existing Knee Wall Studs will remain in place. 3. Existing Windows are both 2’-6” x 2’-6” and will be replaced with new ones of similar dimensions. 4. Existing Plumbing Pipes will not be rerouted

will be framed around.

Existing Trap Door will be replaced with a new door. 6. Half Wall will measure a height of 3’- 6”. 7. Restroom Door will have width of 32”. 8. Existing Stairs will be grandfathered in. 1 - Bedroom 2 - Bathroom 3 - Closet #1 4 - Closet #2 5 - Closet #3 6 - Display

7 -

6'-8 3 4

6'-3" 37'-2" 14'-0" 9'-2 1 4 "

LEGEND SYMBOLS

and

Space

Hallway

NOTES

of 3’- 6”. 7. Restroom Door will have width of 32”. 8. Existing Stairs will be grandfathered in. 1 - Bedroom Room Number 2 - Bathroom Section Sheet Number 3 - Closet #1 Smoke + Carbon Monoxide Detector 4 - Closet #2 5 - Closet #3 6 - Display Space 7 - Hallway PLAN # # CO S A108 2-2 12'-9" 37'-2" 12'-9" 14'-0" 2'-2 3 4 " 3'-1" 5'-6 1 4 " 10'-11" 2'-2" 12'-3 1 4 " 2'-1 1 4 " O.C. will be rerouted. new DF-LARCH, following: SPECIFICATION basis 2 x 4 Roof Rafters 2’-6” x 2’-6” 2’-6” x 2’-6” 2’-0” DN PLUMBING CHIMNEY PLUMBING TRAP DOOR UNDER WINDOW CLOSET 0’ 5’ 10’ 15’ 30’ N A103 1 A107 A108 1-1 2-2 16 Redesigned Floor Plan Scale: 1/8” = 1’-0”

1. Waste lines will connect to Existing Plumbing

2. A Smoke Detector and Carbon Monoxide Detector are requiredminimum one of each. (Can be a detector that combines both to meet requirement.)

3 The outlet near the sink will be a GFCI Outlet. The rest of the outlets can be normal outlets.

4. Due to the use of closed cell spray and slope, wall mounted lights will be installed in each closet instead of ceiling lights.

5. Outlets in closets are not required and owner will decided if they will be installed.

6. The three Outlets in the Display Space are will be at a height of 3’-0”.

1. Owner will decide if ceiling lights will be recessed or normal lights. Room Number Light Duplex Outlet

4'-2 1 4 6'-6" 6'-6"

5'-0" 0’ 5’ 10’ 15’ 30’

SCALE: 1/4” = 1’-0”

7'-8"

NOTES PLAN

SYMBOLS

S S S S L L L

L GFCI CO 0’ 5’ 10’ 15’ 30’ 2044 N 48th Avenue, Omaha, NE 68104 PLUMBING PLAN Title Sheet Number A104 NOTES 1. Waste lines will connect to Existing Plumbing Line unless deemed otherwise by contracted Plumber.

Shower wall where water lines will be placed and wall where sink location will be are to be constructed as a wet wall. 3. Best methods Water Lines and waste lines will be deemed by contracted plumber. PLAN SCALE: 1/4” = 1’-0” SYMBOLS Waste Line Hot Water Cold Water Water Connection Line Waste Direction 0’ 5’ 10’ 15’

GFCI Outlet Wall Mounted Light Smoke + Carbon Monoxide Detector Light Switch S # CO S GFCI

NOTES

Line unless deemed otherwise by contracted Plumber. 2. Shower wall where water lines will be placed and wall where sink location will be are to be constructed as a wet wall. 3. Best methods Water Lines and waste lines will be deemed by contracted plumber. PLAN SCALE: 1/4” = 1’-0” SYMBOLS Waste Line Hot Water Cold Water Water Connection Line Waste Direction 3'-0" 3'-0" 0’ 5’ 10’ 15’ 30’ 2044 N 48th Avenue, Omaha, NE 68104 MECHINICAL PLANS Title Sheet Number A105 3'-0" 3'-0" 0’ 5’ 10’ 15’

1. Exterior Unit will be routed to interior through ceiling of porch. 2. Best location for the wall vent in the bathroom will be determined by the installer. PLAN SYMBOLS Wall Vent Ductwork Exterior Unit 4'-2 1 4 " 6'-6" 7'-8" 0’ 5’ 10’ 15’ PLAN SCALE: 1/4” = 1’-0” SYMBOLS Room Number Light Duplex Outlet GFCI Outlet Wall Mounted Light Smoke + Carbon Monoxide Detector Light Switch S # CO S GFCI S S S L L L CO S Electrical Plan Plumbing Plan HVAC Plan 17

NOTES

Cabinet Elevation

Sliding Track Cabinet Doors

0'-2 1 2 " 1'-0" 1'-0" 4'-1" 1'-9" 1'-9" 3'-10 1 2 " 0'-2 1 2 " 4'-0 1 2 11'-10 5 8 6'-0 1 2 " 3'-4 1 2 5'-0" 3'-10 1 2 3'-0" 3'-0" 3'-6" 3'-0" 3'-5" 9'-4" 6'-8 3 4 " 5'-3" 5'-3" 9'-2 1 4 " 3'-0" 6'-2 1 4 " 14'-0" 11'-6 1 2 " 37'-2" 2'-2 3 4 6'-3" LOCATION 0’ 5’ 0'-3" 3'-10 1 2 " 0'-2 1 2 " 0'-2 1 2 " 1'-0" 1'-0" 1'-0" 4'-1" 1'-9" 1'-9" 3'-7" 1'-11" 1'-11" 0'-3" 3'-10 1 2 0'-2 1 2 " 0'-2 1 2 " 1'-0"1'-0"1'-0" 4'-1" 1'-9" 1'-9" 3'-7" 1'-11" 1'-11" 2044 N 48th Avenue, Omaha, NE 68104 Title Sheet Number C114 NOTES 1. Sliding Track will be placed 2-1/2” from floor. 2. Sliding Track will have two indents with a depth of 1/4” with a space of 1/2”. Unless a prefabricated sliding track is purchased. 3. Cabinet Doors will be instered onto sliding track and will over lap. 4. Cabinet doors will be made using 1/2” plywood. 5. Shelves will be made using 1/2” or 3/4” plywood. SLIDING CABINETS DIMENSIONS SLIDING

BATHROOM SLIDING TRACK CABINET ELEVATION CABINET DOORS PLAN SCALE: 1” = 1’-0’’ ELEVATION SCALE: 1” = 1’-0’’ ELEVATION SCALE: 1” = 1’-0’’ EXISTING STUDS FACE FRAME SHELF 3/4” PLYWOOD 1/4” WIDTH AND DEPTH FOR EACH TRACK 0'-2 1 2 " 1'-0" 1'-0" 1'-9" 1'-9" 3'-10 1 2 " 0'-2 2 4'-0 1 2 11'-10 5 8 6'-0 1 2 3'-0" 3'-0" 3'-6" 3'-0" 3'-5" 9'-4" 6'-8 3 4 5'-3" 5'-3" 9'-2 1 4 3'-0" 6'-2 1 4 14'-0" 11'-6 1 2 " 37'-2" 2'-2 3 4 " 6'-3" LOCATION 0’ 5’ 0'-3" 3'-10 1 2 0'-2 1 2 0'-2 1 2 1'-0" 1'-0" 1'-0" 4'-1" 1'-9" 1'-9" 3'-7" 1'-11" 1'-11" 0'-3" 3'-10 1 2 0'-2 1 0'-2 1 2 " 1'-0"1'-0"1'-0" 4'-1" 1'-9" 1'-9" 3'-7" 1'-11" 1'-11" 2044 N

Title Sheet Number C114 NOTES placed 2-1/2” from floor. two indents with a depth 1/2”. Unless a prefabricated instered onto sliding track made using 1/2” plywood. using 1/2” or 3/4” plywood.

CABINET

PLAN SCALE: 1” = 1’-0’’ ELEVATION SCALE: 1” = 1’-0’’ ELEVATION SCALE: 1” = 1’-0’’ EXISTING STUDS FACE FRAME SHELF 3/4” PLYWOOD 1/4” WIDTH AND DEPTH FOR EACH TRACK 3'-7" 0'-2 1 2 " 1'-0" 1'-0" 4'-1" 1'-9" 1'-9" 3'-10 1 2 " 0'-2 1 2 " 4'-0 1 2 " 11'-10 5 8 " 8'-10 2 6'-0 1 2 " 3'-4 1 2 5'-0" 3'-10 1 2 3'-0" 3'-0" 3'-6" 3'-0" 3'-5" 9'-4" 6'-8 3 4 " 5'-3" 5'-3" 9'-2 1 4 " 3'-0" 6'-2 1 4 " 14'-0" 11'-6 1 2 37'-2" 2'-2 3 4 6'-3" LOCATION 0’ 5’ 0'-3" 3'-10 1 2 " 0'-2 1 2 " 0'-2 1 2 " 1'-0" 1'-0" 1'-0" 4'-1" 1'-9" 1'-9" 3'-7" 1'-11" 1'-11" 0'-3" 3'-10 1 2 0'-2 1 2 " 0'-2 1 2 " 1'-0"1'-0"1'-0" 4'-1" 1'-9" 1'-9" 3'-7" 1'-11" 1'-11" 2044 N 48th Avenue, Omaha, NE 68104 Title Sheet Number C114 NOTES 1. Sliding Track will be placed 2-1/2” from floor. 2. Sliding Track will have two indents with a depth of 1/4” with a space of 1/2”. Unless a prefabricated sliding track is purchased. 3. Cabinet Doors will be instered onto sliding track and will over lap. 4. Cabinet doors will be made using 1/2” plywood. 5. Shelves will be made using 1/2” or 3/4” plywood. SLIDING CABINETS DIMENSIONS

BATHROOM

TRACK CABINET ELEVATION CABINET DOORS PLAN SCALE: 1” = 1’-0’’ ELEVATION SCALE: 1” = 1’-0’’ ELEVATION SCALE: 1” = 1’-0’’ EXISTING STUDS FACE FRAME SHELF 3/4” PLYWOOD 1/4” WIDTH AND DEPTH FOR EACH TRACK 4'-10" 3'-5" 9'-4" 5'-3" 5'-3" 2'-2 3 4 6'-8 3 4 " 6'-3" 37'-2" 11'-6 1 2 14'-0" 6'-2 1 4 " 3'-0" 9'-2 1 4 " 3'-0"3'-6" 3'-0" 3'-0" 3'-10 1 2 5'-0" 3'-4 1 2 8'-10 1 2 12'-9" 11'-10 5 8 " 4'-0 1 2 0’ 5’ 1'-0" 1'-0"1'-0" 1'-0" 5'-3" 0'-9 3 4 1'-10 1 4 3'-2 1 8 " 0'-7 1 2 0'-7 1 2 " 0'-7 1 2 " 0'-7 1 2 " 1'-0 5 8 1'-0" 1'-0" 1'-0" 3'-2 1 8 " 1'-0" 1'-0" 1'-0" 1'-0" 5'-3" 0'-9 3 4 1'-10 1 4 3'-2 1 8 " 0'-7 1 2 0'-7 1 2 " 0'-7 1 2 "0'-7 1 2 " 1'-0 5 8 1'-0" 1'-0" 1'-0" 3'-2 1 8 " 2044 N 48th Avenue, Omaha, NE 68104 Sheet Number CLOSET 2DRAWERS & SHELVES Title C105 NOTES DRAWERS & SHELVES CLOSET 2 DRAWERS + SHELVES SHELVES ELEVATION SCALE: 1” = 1’-0” ELEVATION SCALE: 1” = 1’-0” SLOPED CEILING WALL WALL SHELVES SHELF EXISTING STUDS DRAWER DRAWER DRAWER DRAWER WALL 1. In general, all built-in drawers will follow the same rules of thumb which are the following: - 3/4” plywood will be fastened to stud framing and will serve as box frame for drawers. - Each drawer will be built using 1/2” plywood and will have a max height of 7-1/2” (width will vary upon location.) - Each drawer will be 1” smaller than the space between 3/4” frame plywood (1/2” on each side) to allow room for slide rails. -Drawers will have 1-1/2” vertical spacing between each other. - Drawer covers will have a max height of 9” and will be made using 1/2” plywood.

Face frame is optional and will be decided upon the owner’s decision. Using 1/2” plywood, the width of each piece will be 1”. LOCATION (DRAWERS + SHELVES) LOCATION (SHELVES)

CABINETS

48th Avenue, Omaha, NE 68104

SLIDING CABINETS DIMENSIONS CABINETS SLIDING TRACK

ELEVATION

DOORS

SLIDING CABINETS

SLIDING

Drawers + Shelves Shelves

4'-10" 3'-5" 9'-4" 5'-3" 5'-3" 2'-2 3 4 6'-8 3 4 6'-3" 37'-2" 11'-6 1 2 " 14'-0" 6'-2 1 4 " 3'-0" 9'-2 1 4 3'-0"3'-6" 3'-0" 3'-0" 3'-10 1 2 5'-0" 3'-4 1 2 8'-10 1 2 12'-9" 11'-10 5 8 4'-0 1 2 0’ 5’ 1'-0" 1'-0"1'-0" 1'-0" 5'-3" 0'-9 3 4 1'-10 1 4 3'-2 1 8 " 0'-7 1 2 0'-7 1 2 0'-7 1 2 0'-7 1 2 1'-0 5 8 " 1'-0" 1'-0" 1'-0" 3'-2 1 8 1'-0" 1'-0" 1'-0" 1'-0" 5'-3" 0'-9 3 4 1'-10 1 4 3'-2 1 8 " 0'-7 1 2 0'-7 1 2 0'-7 1 2 "0'-7 1 2 1'-0 5 8 " 1'-0" 1'-0" 1'-0" 3'-2 1 8 2044 N 48th Avenue, Omaha, NE 68104 Sheet Number CLOSET 2DRAWERS & SHELVES Title C105 NOTES DRAWERS & SHELVES CLOSET 2 DRAWERS + SHELVES SHELVES ELEVATION SCALE: 1” = 1’-0” ELEVATION SCALE: 1” = 1’-0” SLOPED CEILING WALL WALL SHELVES SHELF EXISTING STUDS DRAWER DRAWER DRAWER DRAWER WALL 1. In general, all built-in drawers will follow the same rules of thumb which are the following: - 3/4” plywood will be fastened to stud framing and will serve as box frame for drawers. - Each drawer will be built using 1/2” plywood and will have a max height of 7-1/2” (width will vary upon location.) - Each drawer will be 1” smaller than the space between 3/4” frame plywood (1/2” on each side) to allow room for slide rails. -Drawers will have 1-1/2” vertical spacing between each other. - Drawer covers will have a max height of 9” and will be made using 1/2” plywood. - Face frame is optional and will be decided upon the owner’s decision. Using 1/2” plywood, the width of each piece will be 1”. LOCATION (DRAWERS + SHELVES) LOCATION (SHELVES) 18

SISTERED 2” x 6” FLOOR JOISTS @ 16” O.C.

EXISTING 2” x 4”

ROOF RAFTERS @ 24” O.C.

SISTERED FLOOR 16” O.C. TWIST STRAP

EXISTING 2” x 4” KNEE WALL STUDS @ 24” O.C.

BOX BEAM

EXTERIOR LOAD BEARING WALL

INTERIOR LOAD BEARING WALL

EXISTING 3 - 2” x 10” BEAM FOUNDATION

WALL ADD COLUMN OR SISTER ADJACENT FLOOR JOISTS, SEE NOTE 1 SHEET A105

Structural Axon

BOX BEAM STRUCTURAL DIAGRAMS

SCALE: N/A

The existing joists in the attic were 2x8’s @ 24” O.C. while the rafters were 2x4 ‘s @ 24” O.C. In order to make the bedroom structurally sound, all joists and rafters were sistered. However, it would not be enough, at which point the Structural Engineer joined to redesign a knee wall into a box beam.

(DET. 1-1 & DET. 2-2 engineered by Tim Murphy - Structural Engineer) Details illustrated by me.

NEW 4” x 4” COLUMNS:

SEE KEYED NOTES. SHEET A 105

NEW COLUMN

SEE KEYED NOTES

DET. 3-3 ON SHEET A 111

FOUNDATION

NEW HEADER WINDOW NEW JACK Jack Studs at each end. Weight will be distributed down to the FOUNDATION WALL. 19

1/2” PLYWOOD APA RATED STRUCTURAL SHEATHING, BOTH SIDES

2” x 4” ROOF RAFTERS WITH 2” x 6” SISTERED ADDED @ 24” O.C.

2'-0" 2'-0" 1'-4" 13'-6" 14'-2" 0’ 5’ 10’ 15’ SISTERED 2” x 6” FLOOR JOISTS @ 16” O.C. EXTERIOR WALL INTERIOR WALL NEW 2 - 2” x 8” NEW 2 - 2” x 8” SPAN TWO ADJACENT NEW 4” x 4” STUB COLUMN NEW 4” x 4” STUB COLUMN NEW 4” x 4” STUB COLUMN NEW 2 - 2” x 4” TOP PLATE EXISTING 2” x 4” TOP PLATE SEE ENLARGED DET. 3-3, A111 SEE ENLARGED DET. 1-1, A109 NEW 2 - 2” x 12” HEADER EXISTING WINDOW 2” x 4” BOTTOM PLATE 2 - 2” x 4” CRIPPLE STUDS @ 16” O.C. GALVANIZED STEEL TWIST STRAP 2” X 4” NEW TOP PLATE EXISTING 2” x 4” KNEE WALL STUDS @ 24” O.C. EXISTING

using will O.C. the 4” will into down to sistered LOAD BEARING additional DET. 1-1 DETAIL SCALE: 1/2” = 1’- 0” 10'-3 5 8 " 6'-4 7 8 " 3'-6" 6'-4" 5'-10" 1'-0" 2'-0" SEE ENLARGED DET.

A110 SISTERED 2”

6”

JOISTS

16”

MIN. BRG. INTERIOR LOAD BEARING WALL EXTERIOR LOAD BEARING WALL NEW 2 - 2” x 4” JACK STUDS NEW 2 - 2” x 12” HEADER OVER WINDOW NEW 2 - 2” x 4” CRIPPLE STUDS 1/2” PLYWOOD APA RATED STRUCUTRAL SHEATING, BOTH SIDES TWIST STRAP EXISTING 2” x 4” KNEE WALL STUDS @ 24” O.C. 2” x 4” TOP PLATE 2” x 4” CONT. BRACE BOTH SIDES 2 - 2” x 8” SPAN CRIPPLE STUDS BELOW 2” x 4” BOTTOM PLATE EXISTING 2” x 4” ROOF RAFTERS @ 24” O.C. WITH SISTERED 2’ x 6” O.C. using will O.C. the every x 4” will window into down to sistered LOAD BEARING additional

2-2

SCALE: 1/2” = 1’- 0” 20

DET. 2-2 - Box Beam

DET. 1-1 - Box Beam

2-2,

FLOOR

O.C. 1-1/2”

DET.

DETAIL

A108:

A107:

BENSON MUSIC CENTER

Team: Jesus Perez-Cortez, Byron Ho

Program: Music Hall, Classroom, Market Space

Location: Omaha, NE

Year: Spring 2021

Course: Arch 411 - Integrage - Mark Heir, Ashley Byars

Benson Music Center is dedicated to the experience of music within the Benson Community. By taking the logistics of the affects concave and convex surfaces have on sound, this idea is expressed through materials and surfaces as much as exterior and interior relationships.

Within the Benson Music Center, music is experienced through performance, education, rehearsal, history, objects, and how surfaces affect sound. The main performance hall has windows allowing passerbys to witness ongoing activities and can open up to the public to become an outdoor performance space. By providing a market space and lesson rooms, local vendors and music teachers are encouraged to share their goods and services with the Benson population. The rotating exhibition space displays the music history present within Benson and the larger Omaha area.

DIFFRACTION

JESUS PEREZ-CORTEZ

The architecture is veiled in a mesh facade extending the notion of convexity and concavity, providing enclosed and open spaces.

DIFFRACTION

BYRON HO

JESUS PEREZ-CORTEZ

BYRON HO

X-Ray of South Elevation

(Image produced using a combination of Rhino 3D, Photoshop, and Illustrator.)

NWRADIALHWY

A key notion during the concept phase was how each street along the site could essentially act as a spectator for music in an audible and educational manner. Above: Site Plan

MAPLE STREET 59TH STREET

1. Three performance spaces are established. Each is oriented to its own side and has a different scale.

2. The three performance spaces are encased within one volume but remain seperate.

4. Conteracting the obscurity, the facade is lifted and punctured to provide visibility into the building while highlighting the activity occuring inside.

3. A seemingly weightless facade acts as a veil for the imposing structure. It encloses sound and program within its boundaries. The interior activity becomes obscured to the pubilic.

5. The exterior becomes an extension of the interior program, provide spaces for an outdoor performance and an out door market.

Section A Parking Section A Walking Section A Businesses Section A Daylight January Febuary June July August September October November December Average 12.2hr 9.5hr 15 hr hr14 hr12.5 11 hr 10 hr 9.5hr BENSON, NEBRASKA 5 Min Walk 10-12 Min Walk 15-20 Min Walk 60’-0” maximum build height site 310’-0” historic downtown maple street Section A Parking Section A Walking Section A Businesses Section A Daylight January Febuary March April May June July August September October November December Average 12.2hr 9.5hr 10.5hr 12 hr14.5 hr15 15 hr hr14 hr12.5 11 hr 10 hr 9.5hr BENSON, NEBRASKA 5 Min Walk 10-12 Min Walk 15-20 Min Walk 60’-0” maximum build height site 310’-0” historic downtown maple street 60’-0” maximum build height site 310’-0” historic downtown maple street January Febuary March April May June July August September October November December Average 12.2 hr 9.5hr 10.5hr 12 hr 13.5 hr hr14.5 hr15 15 hr hr14 hr12.5 11 hr 10 hr 9.5hr BENSON, NEBRASKA 60’-0” maximum build height historic downtown commercial site 270’-0” SITE ANALYSIS Section A Parking Section A Walking Section A Section A Daylight January Febuary March April May June July August September October November December Average 12.2hr 9.5hr 10.5hr 12 hr 13.5 hr hr14.5 hr15 hr14 hr12.5 hr 10 hr 9.5hr Min Walk 60’-0” maximum build height site 310’-0” historic downtown Section A Parking Section A Walking Section A Section A Daylight January Febuary March April May June July August September October November December Average 12.2hr 9.5hr 10.5hr 12 hr 13.5 hr hr14.5 hr15 hr14 hr12.5 hr 10 hr 9.5hr Min Walk 60’-0” maximum build height site 310’-0” historic downtown 60’-0” maximum build height site 310’-0” historic downtown maple street January Febuary March April May June July August September October November December Average 12.2hr 9.5hr 10.5hr 12 hr 13.5 hr hr14.5 hr15 hr14 hr12.5 11 hr 10 hr 9.5hr BENSON, NEBRASKA 60’-0” maximum build height historic downtown commercial site 270’-0” Byron Ho Jesus Perez-Cortez Arch 411 Spring 2020 Hier & Byars SITE ANALYSIS Byron Ho Jesus Perez-Cortez Arch 411 Spring 2020 Hier & Byars G 104

MASSING DIAGRAM MAPLESTREET 59THSTREET NW RADIAL HWY Section A Parking Section A Walking Section A Businesses Section A Daylight January Febuary June July August September October November December Average 12.2hr 9.5hr 15 hr hr14 hr12.5 11 hr 10 hr 9.5hr BENSON, NEBRASKA 5 Min Walk 10-12 Min Walk 15-20 Min Walk 60’-0” maximum build height site 310’-0” historic downtown maple street Section A Parking Section A Walking Section A Businesses Section A Daylight January Febuary March April May June July August September October November December Average 12.2hr 9.5hr 10.5hr 12 hr14.5 hr15 15 hr hr14 hr12.5 11 hr 10 hr 9.5hr BENSON, NEBRASKA 5 Min Walk 10-12 Min Walk 15-20 Min Walk 60’-0” maximum build height site 310’-0” historic downtown maple street 60’-0” maximum build height site 310’-0” historic downtown maple street January Febuary March April May June July August September October November December Average 12.2 hr 9.5hr 10.5hr 12 hr 13.5 hr hr14.5 hr15 15 hr hr14 hr12.5 11 hr 10 hr 9.5hr BENSON, NEBRASKA 60’-0” maximum build height historic downtown commercial site 270’-0” SITE ANALYSIS Section A Parking Section A Walking Section A Businesses Section A Daylight January Febuary March April May June July August September October November December Average 12.2hr 9.5hr 10.5hr 12 hr 13.5 hr hr14.5 hr15 15 hr hr14 hr12.5 11 hr 10 hr 9.5hr BENSON, NEBRASKA 10-12 Min Walk 60’-0” maximum build height site 310’-0” maple street Section A Parking Section A Walking Section A Businesses Section A Daylight January Febuary March April May June July August September October November December Average 12.2hr 9.5hr 10.5hr 12 hr 13.5 hr hr14.5 hr15 15 hr hr14 hr12.5 11 hr 10 hr 9.5hr BENSON, NEBRASKA 10-12 Min Walk 60’-0” maximum build height site 310’-0” maple street 60’-0” maximum build height site 310’-0” historic downtown maple street January Febuary March April May June July August September October November December Average 12.2hr 9.5hr 10.5hr 12 hr 13.5 hr hr14.5 hr15 15 hr hr14 hr12.5 11 hr 10 hr 9.5hr BENSON, NEBRASKA 60’-0” maximum build height historic downtown commercial site 270’-0” Byron Ho Jesus Perez-Cortez Arch 411 Spring 2020 Hier & Byars SITE ANALYSIS 24

Walking Businesses Sun Diagram

Site Analysis Parking

Massing Diagram

This experience of music is guided by the impacts that concavity and convexity have on acoustics. Wood paneling is arranged in convex shapes within performance halls so performers can gauge the quaility of their music. In other spaces, wood paneling is used in a concave manner to emphasize activity.

LEGEND

Concavity and convexity reflect sound differently. This affect acoustics is translated to spatial and visual applications both interior and exterior.

1 - Performance Hall 2 - Market Space 3 - Exhibition 4 - Library 5 - Restroom 6 - Elevator 7 - Exterior Market Space 8 - Audience Pavilion 9 - Classroom 10 - Rehearsal Room 11 - Storage 12- Exterior Rehearsal

25 Source Concave Convex Source Performance Hall Market Space CONCEPT

CONVEX CONCAVE

Source Source

1 8 2 3 4 5 5 6 7 2 3 4 1 A F B C D E 5 6 7 8 9 G H I 1 1 1 12 5 5 6 10 9 9 9 9 11 11 2 3 4 1 A F B C D E 5 6 7 8 9 G H I 26 Ground Floor

Second Floor

Section B:BB (Performance Hall Detail and Facade Detail illustrated by Byron Ho) East Elevation Section B:BB

FACADE STRUCTURE

FLOOR SLAB

ROOF TOP OF PERFORMANCE

COLUMNS AND BEAMS

FACADE STRUCTURE

SPACE FRAMES

FACADE STRUCTURE

FLOOR SLAB

FACADE STRUCTURE

ROOF TOP OF PERFORMANCE

FACADE STRUCTURE

ROOF TOP OF PERFORMANCE

FLOOR SLAB

ROOF TOP OF PERFORMANCE

FACADE STRUCTURE

ROOF TOP OF PERFORMANCE

SPACE FRAMES

ROOF TOP OF PERFORMANCE

SPACE FRAMES

COLUMNS AND BEAMS

ROOF TOP OF PERFORMANCE

SPACE FRAMES

FLOOR SLAB

SPACE FRAMES

FLOOR SLAB

SPACE FRAMES

FLOOR SLAB

COLUMNS AND BEAMS

FLOOR SLAB

COLUMNS AND BEAMS

FLOOR SLAB

COLUMNS AND BEAMS

FLOOR SLAB

COLUMNS AND BEAMS

FLOOR SLAB

COLUMNS AND BEAMS

FLOOR SLAB

COLUMNS AND BEAMS

FLOOR SLAB

COLUMNS AND BEAMS

FLOOR SLAB

COLUMNS AND BEAMS

2”

FLOOR SLAB

COLUMNS AND BEAMS

FLOOR SLAB

COLUMNS AND BEAMS

FLOOR SLAB

COLUMNS AND BEAMS

FLOOR SLAB

COLUMNS AND BEAMS

FLOOR SLAB

COLUMNS AND BEAMS

Performance Hall Detail

FLOOR SLAB

COLUMNS AND BEAMS

FLOOR SLAB

6” Rigid Insulation 12” Site Cast Concrete 1/2” Metal Plate 7/8” Diameter Bolt 3” Diameter Tubing Brace Aluminumn Glass Retainer Neoprene Glazing Gasket Acoustical 3/8” Lamination Vert Tappered Airspace 1” I.G. 1/4” Lamination 1/2” Airspace 1/4” Lamination Angled MATERIAL CONNECTIONS

STRUCTURE

PERFORMANCE FRAMES AND BEAMS AND BEAMS AND BEAMS

OF PERFORMANCE FRAMES SLAB SLAB SLAB SLAB AND BEAMS AND BEAMS AND BEAMS

Stone Ballast

Roof Insulation EDPM Membrane Vapor Retarder Space Frame

Concrete Slab

Structural Axon Facade Detail 1”

4”

3”

Depth Steel Corrugated Decking

x 1.75’ HVAC Duct

Depth Steel Joist Drainage

1/8” = 1’-0” 30

1.75’

24”

WALL SECTION D-D

Team: HunTel Engineering Team

Program: Civil Planning

Location: Midwest

Year: Winter 2023 (Completed)

As day to day life sees a continous need for up-to-date communication and connection services, rural areas of the United States look to become current. The team at HunTel Enginneering has dedicated years designing a solution for this goal.

My role in this large scale civil planning project came at the end by analyzing as-built maps for accuracy and translating the information contained in these documents into cloud-based maps. This meant taking physical maps and drafting all contents into an AutoCad file then inputting the same data into a cloud-based catalouge known as “StellaRad.”

In order to check for accuracy, I double-checked the contents of the maps by calculating every individual component and cross referencing with a databook and billing spreadsheet.

As-Built Town Overview

(Plan produced using a combination of AutoCad and StellaRad.)

QUINLAN AVE QUINLAN AVE QUINLANAVE QUINLAN AVE QUINLAN AVE Q U N L A N A V E OAK ST COHWYV48 COHWYV48 CO HWY V48 RUSSELL ST RUSSELL ST ASH ST COUNTRY CLUB DR 2 7 0 T H T R 270TH TRL S G R O V E S T GROVE ST WATER ST US HWY 18 US HWY 18 US HWY 18 US HWY 18 US HWY 18 270TH ST 270TH ST 270TH ST 270TH ST GROVE ST W MA N ST 7 H T R 31

BUTLER CONDUIT

R O A N O K E A V E C L O V E R L N PEARL ST M A T T K E A V E CO HWY V48 CO HWY V48 COHWYV48 N M A D S O N A V E N H A M L T O N A V E R D G W A Y A V CLOVE R DR D A W N A V E RIDGEWAY AVE RIDGEWAY AVE S JACKSON AVE N JEFFERSON AVE N O R T H E A S T A V E N WASHINGTON AVE S WASHINGTON AVE S W A S H N G T O N A V E 270TH ST S MADISON AVE N WOODWARD AVE PLUM ST S JEFFERSON AVE S JEFFERSON AVE WESLEY ST N J A C K S O N A V E N J A CK S O N A VE E MA N ST B R C H D R R O A N O K E A V E SCHULT RIDGE RD E HIGH ST E H GH ST D R E W E L O W A V E MECHAN C ST S O U T H E A S T A V E S O U T H E A S T A V E WEST AVE E RA LROAD ST E RA LROAD ST W HIGH ST W M LL ST US HWY 18 E MILL ST E MILL ST N WASHINGTON AVE N WASHINGTON AVE L ONS RD NJACKSONST NJACKSONST F A L C O N D R 270TH ST 270TH ST C O H W Y V 4 8 C O H W Y V 4 8 C L O V E R C R US HWY 18 D R E W E L O W A V E S O U T H E A S T A V E S JEFFERSON AVE E MA N ST W MA N ST WESLEY ST L ONS RD 270TH ST C O H W Y V 4 8 CO HWY V48 CO HWY V48 CO HWY V48 B R C H D R PLUM ST WESLEYST R D G W A Y A V S O U T H E A S T A V E N J A CK S O N A VE N WASHINGTON AVE VINEYARDLANE BUCKEYE ST 32

Town Map: All houses and buidlings contain data that has been input into StellaRad and accounted for in a spreadsheet and databook verified by me. N

HAMILTON AVE

JEFFERSON AVE

WASHINGTON AVE

WOODWARD AVE PLUM ST AVE

HIGH ST

MILL ST N

JEFFERSON AVE

MAIN ST

MAIN ST 270TH ST CO HWY V48 CO HWY V48

WASHINGTON AVE

34 N MADISON AVE S JACKSON AVE NORTHEAST AVE 270TH ST S MADISON AVE N JACKSON AVE E MAIN ST E HIGH ST E HIGH ST D R E W E L O W A V E S O U T H E A S T A V E E RAILROAD ST E RAILROAD ST US HWY 18 E MILL ST E MILL ST D R E W E L O W A V E S O U T H E A S T A V E CO HWY V48 PLUM ST T A V E

INTERPOSE

Team: Jesus Perez-Cortez, Sahr Qureishi, Madeline McGill

Program: Greenhouse, Mediateque, Incubator, Kitchen, Dining

Location: Omaha, NE

Year: Fall 2020

Course: Dsgn 410 - Collaborate - Salvador Lindquist

Interpose is a discovery of the inter and disconnected experiences found revolving around food insecurity within and around the realm of secondary education. It is an exploration of students and their daily itineraries and experiences. It is a conscious effort to bring hidden truths to visibility while highlighting a network of converging and diverging human experiences. It is a break from the rigidity of the school system and structure to articulate the notion of a network components and thresholds. The network and threshold are never fully stagnant but are in a state of being, where being is nothing more than the process of becoming.

Interpose is fluid to external parameters and users. The design provides a site with spaces, amenities, and fleets focusing on the pervasive issue of food insecurity allowing students access to healthy foods, social engagement, build cooking skills, transportation, awareness, and knowledge.

Millieu Network Map

(Image produced using Rhino 3D, Illustrator, and ArcGIS.)

Threshold: A threshold separates opportunity and understanding. It must be acknowledged to be broken.

Exhibition: Raises awareness to people who do not experience or are not aware of food insecurity.

Invitation: Breaks those who experience and those who do

Cars: Mobile Exhibition

Semi-truck: Mobile Exhibition

The network converges on the site and diverges across the city through a series of programmatic fleets which serve as nodes of exhibition, invitation, and cultivation. There is a disparity of opportunity and understanding created by a threshold of those who experience food insecurity and those who do not.

Top Row: Vignettes

Bottom Row: Fleets

Bus: Invitation

the threshold from experience food insecurity not.

Cultivation: Physically addresses food insecurity through greenhouses, gardens, kitchens, and food trucks.

Convergence: People and experiences meet and dynamically engage with one another on the site.

Food Truck: Incubator Cultivation

The fleets are pollinators of the network. Blending into the vehicular landscape but also intruding on settings and situations in a way that draws attention to itself and its agencies. The fleets are divided into 5 categories, all serving a different purpose within the network. The categories vary in scale and in intervention.

U-Haul Truck: Resource Cultivation

The site is located at an intersection of secondary education, food access, and transportation in downtown Omaha. The main connection point utilized is Central High School and a local food bank as well as the downtown Omaha district.

Above: Site Analysis

40 Second Floor Ground Floor A B BB AA

The threshold canopy is the physical manifestation of the threshold and network. Rather than separating needs and users, it serves to connect the greenhouses and their programs. It formulates a visual and habitable connection on the site by way of the social and physical fabric that is fluid and never stagnant.

Above: Elevations South Elevation East Elevation

Above: Sections

Section A:AA Section B:BB

Above: Plan Oblique Page 44: Exploded Axon

Mesh Canopy Posts Upper Deck Dining 2nd Floor Incubator 2nd Floor Roofs Food Truck Plaza Promenade Fleets Greenhouses Orchard Gardens Green-beds Central Parking Garage

ADDITIONAL PROJECTS

Boca Del Rio, MX (Photograph) Portrait (Acrylic Painting) New Orleans, LA (Photograph)

Diameter - 1'-0" Jack Rafter Size: 2" x 6" NEW JOISTS 2 - 2" x 12" 6" x 6" @ 6'-7" @ O.C. EXISITING POSTS RETAINING WALL PROPOSED 4/12" PITCH NEW DECK COVER 4/12" PITCH NEW DECK COVER 12 4 NEW POST 6" x 6" 2 - 2" x 12" NEW JOISTS EXISITING BEAM 2- 2" x 12" 6" x 6" @ 6'-7" @ O.C. EXISITING POSTS RAILING EXISITING JOISTS 2" 12" @ 16 O.C. RETAINING WALL 4 12 6" x 6" NEW POST RAILING 2- 2" x 12" EXISITING BEAM 3313 CHERRY LN, BELLEVUE, NE 68147 ELEVATIONS 3786 SF TOTAL IMPERVIOUS COVERAGE: SITE INFORMATION SIZES EXISITING JOISTS 2" 12" @ 16 O.C. A102 Title Sheet Number 60’ 45’ 30’ 15’ 10’ 5’ 0’ 46 S-33 GREENE COUNTY T-83N 12TH ST STATE HWY 144 Y W 7TH T-83N GREENE COUNTY T-83N GREENE COUNTY GREENE COUNTY S-4 GREENE COUNTY S-4 GREENE COUNTY R-29W UNTY H GREENE COUNTY R-29W GREENE COUNTY T-83N GREENE COUNTY S-5 GREENE COUNTY T-83N R-29W GREENE COUNTY T-84N GREENE COUNTY T-83N GREENE COUNTY R-29W GREENE COUNTY R-29W R-29W GREENE COUNTY Hardcorist Architecton Hacked Generative Codes Monolith Bath House Found Objects Residential Deck Cover Jefferson Conduit Design