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NOLAN MIRANDA 2022 - 2025 PORTFOLIO

ABOUT ME Hi, my name is Nolan Miranda. I’m a graduate architecture student with a strong interest in the technical side of architecture and design. Throughout my studies, I’ve explored a range of architectural styles, always looking for ways to refine form, function, and materiality. With a background in landscape architecture and hands-on experience in the field, I’m especially drawn to sustainability and its impact on the built environment. I’m passionate about creating projects that seamlessly connect buildings with their surroundings, making spaces that are both cohesive and functional.

TABLE OF CONTENTS 01 - 06

01. DAIKANYAMACHO STATION TOKYO STUDIO | 2024

07 - 16

02. FI - LORA COMPREHENSIVE STUDIO | 2025

17 - 22

03. MONUMENTALITY INTERMEDIATE STUDIO | 2024

23 - 26

04. FLUID GLOW LIGHTING DESIGN | 2025

27 - 30

05. 87 HIGHLAND AVENUE PROFESSIONAL | 2022

31 - 34

06. OSTERBROGADE 105 GRAPHICS 02 | 2024

35 - 38

07. THE TOWER + THE CANTILEVER + THE BRIDGE STRUCTURES 01 | 2024

DAIKANYAMACHO STATION Tokyo Studio: Dr. Brian Sinclair | Partners | 2024

The station design is the culmination of a semester abroad in Tokyo, inspired by the city’s dynamic interplay with its people and the rhythm of rails.

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Spanning four floors plus a basement, the project expands and renovates Daikanyamacho Station. The site presented a unique opportunity, incorporating a one-floor grade change and serving as a key transition where trains shift between above- and below-ground travel. The redesign moves beyond conventional stations by adding retail, a bar, lounge space, and upper-floor residences. A perforated skin wraps the structure, filtering light for public and private spaces.

In Collaboration with: Bryce Meintzer

academic 01. Ground Floor Render Plan

02. Second Floor Plan

03. Third Floor Plan

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04. Section through Station Entrance

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05. Double Skin Facade Render

Exoskeleton Skin

Exoskeleton Frame

Interior Structure

Ground Plane

06. Daikanyamacho Station Exploded Isometric

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01. Exterior Glazing Panels 04. Structural Columns

05 07. Exoskeleton Skin Assembly

02. Framing

05. Footings

03. Structural Tie Backs

06. Interior Parametric Skin

08. Daikanyamacho Station Foggy Render

09. South Elevation 1

SECTION AA

10. Section through Station Length

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FI - LORA

Comprehensive Studio: Jordan Allen | Partners | 2025 Fi-Lora is functionally a community active space with a secondary use of a non-collecting gallery located in Calgary, Alberta. The project used initial site analysis to derive the conceptual framework of flora and growth, and then used this lens to reinforce the design decision making process.

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The Comprehensive Studio (Integrated Studio) is part of an integrated semester where all other classes interact and work with Studio to design a technically feasible project. Along with a Studio course, a secondary Structures course, Mechanical Systems course, and Building Envelope course ensured the projects were grounded and functional in respect to stability, material longevity, and user comfort.

In Collaboration with: Bosco Chik

academic 01. Building Isometric

Grounded on the conceptual framework of Flora, and life finding a way, we began designing our architectural intervention concurrently in plan, section, and perspective. Furthermore, we used our parti diagram to frame and guide design decisions.

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02. Floor Plan Sketches

06. Building Geometry Tests 01

03. Entrance Perspective Sketches

STUDIO PROCESS

04. Schematic Sections Sketches

05. Parti Diagram Sketch

07. Building Geometry Tests 02

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CORRUGATED STEEL ROOF

OPEN WEB STEEL JOIST STEEL GIRDER

STEEL TAPERED BEAM

STEEL I-BEAM COLUMN

CONCRETE CORE CONCRETE TOPPER ON STEEL DECKING

STEEL STRUCTURAL WALL

CONCRETE FOOTINGS

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08. Structural Isometric

09. Structural Section Isometric

STRUCTURES + MECHANICAL UFAD DUCTWORK (UNDER PLENUM) EXHAUST DUCT AIR INTAKE DUCT COOLING TOWER AHU'S BOILER FLUE

BOILER CHILLER

10. HVAC Penthouse

Fi-Lora’s relatively simple form allowed for a conventional structural system to be applied. The majority of the building is held up by steel columns, steel girders, and OWSJ. The three concrete cores provide lateral support, and the whole system rests on concrete footings. The mechanical system is underfloor air distribution (UFAD) allowing for cleaner ceiling space, modularity, and effective cooling of users.

12. Sectional 1:50 Tectonic Model

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11. HVAC UFAD Isometric

Slope @ 2%

N DETAILS R1

G1 R2 W6

ALL TO TAPERED BEAM R2

INVERTED ROOF TO PARAPET WALL

Interior

Slope @ 2%

INVERTED ROOF TO PARAPET WALL

ILS FFIT CONDITION

CONCRETE FOUNDATION

13. Wall Section

R1 G3

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ROOF GUTTER DETAIL

SOFFIT ON STRUCTURA

W3 W3

Slope @ 2%

Inverted Roof to TiledINVERTED Roof 17. Roof Gutter 18. Structural on Beam AINFOUNDATION WALL 16. DETAIL ROOF TO SKYLIGHT STRUCTURAL BEAMWall TOCORNER STRUCTURAL ROOF GUTTER DETAILINVERTED ROOF INTERIOR DET DTE BEAMINVERTED ROOF TO PARAPET WALL PARAPET WALL S SOFFIT ON STRUCTURAL TO WALL

ENVELOPE

14. Entrance Render

SOFFIT ON STRUCTURAL WALL R1

TO15. PARAPET WALL Cafe Render

SOFFIT ON STRUCTURAL WALL

W3W4 Interior

Slope @ 2%

Exterior TO Corner Section DETAIL L WALL19. WALL GROUND

20. Interior Corner Section

SOFFIT TAIL ON STRUCTURAL WALL INTERIOR CORNER DETAIL

A parametrically generated terracotta facade was applied to the building, opening and closing based on proximity to aperture. The tiles themselves wrap the building completely with fully exposed glazed openings only in the cafe and community active space.

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INTERIOR CORNER DETAIL

ROOF 21.70

LV5 17

LV4 12.25

LV3 7.50 LV2 3.75 GROUND 0 PARKADE 2.7

21. Section A-A

STUDIO DIAGRAMS 7 AVE SW 1

Lvl 5

LRT PLATFORM 2

3 12.05

Lvl 4

7.40

3.16

9.94

4.13

2.25

K 14 .3 2

8.32

7.24

3.00

Lvl 3

3.84

NOTE 1 UP UP

Gallery

Cafe

6.77

Community Active Space

17.48

A 2.81

Open to Below

J Gallery

1.80

Kitchen DN

Lvl 2

Storage 7.61

Cloak

MECH. SHAFT

Book Store

Chiller

5.93

3.49

Storage

Shipping Dock

Book Storage

Cooling Tower

F W4

A Waste Center

6.73

AHU 02

Electrical

7.48

W4 Gallery

6.77

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Mechanical Penthouse

4.11

8.59

1.27

17.89

8 ST SW

Storage

11.17

B B

22. Ground Floor Plan

Lvl 1

Parkade Entrance

2.49

AHU 01

6.95 7.09

7.83

Boiler

5.50

10 m

PROGRAM

12.61

Reception Light Well

20 m

PARKADE

CAFE

UTILITY

COMMUNITY ACTIVE SPACE

WASHROOM

OFFICE

GALLERY

SUPPORT FACILITY

23. Program Isometric

STUDIO B

Gallery

The project had the general programmatic requirements of a non collecting gallery, but based on conceptual understanding of the site and area, the community active space needed to be the focal point of the building with gallery and ancillary service space towards the upper levels. Open to Below

Gallery

Light Well

All four side of the building needed to be considered and crafted due to the lack of a dedicated back side.

Chiller

Cooling Tower

Boiler AHU 01 DN

AHU 02 Storage Mechanical Penthouse

Gallery

10 m

20 m

7 AVE SW

SAPL

25. 1:100 Physical Model (NW)

BUS STOP

8 ST SW

MCDONALDS

LRT STATION

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PARK

24. Rendered Site Plan

8 AVE SW

25. 1:100 Physical Model (NE)

MONUMENTALITY

Studio 03: Dr Jinmo Rhee | Individual | 2024 The Studio 03 final deliverable was a product of a semester’s worth of testing, iterating, and chiseling a monumental design that would tie together the fragmented urban fabric of the given site in Calgary, Alberta.

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By modifying the existing transects organization, the designed monumental mixed use gallery and work share space is able to create a seamless connection between diverse urban elements while also becoming its focal point. The project was heavily process oriented, focusing on manual hand sketching, 1:300 urban model testing, and 1:50 building model testing. The final design attempted to maximize on Calgary’s high solar potential with skylights and a large atrium space giving both gallery users, and work share employees access to the maximum amount of sunlight.

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01. Section through Main Atrium

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02. 1:300 Model Iteration Process

03. Sketches and Tests Based on 1:300 Model

04. Architectural Form Finding Tests

05. Architectural Building Section Idea Sketch

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How could we create the ideal Urban scale conditions for our architecture to flourish and exude monumentality? By working back and forth between models and sketches, an optimal urban design was able to be chiseled out and iterated on. Following the Urban scales resolution, I developed massings to enclose the site and create a courtyard that would visibly below to my monumental architectural intervention.

06. Ground Floor and Site Plan

08. Third Floor Plan

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07. Second Floor Plan

12. Site Section 01

11. Site Isometric (Final Building in Red)

10. Fifth Floor Plan

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09. Fourth Floor Plan

13. Site Section 02

FLUID GLOW

Lighting Design: Dr. Chi Dara | Partners | 2025 Within the one week (block week) course, we were tasked to design a small space and sufficiently light it based on lux and footcandle standards using a series of calculations and simulations.

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Fluid Glow depicts a small remote campus, complete with a lobby space, lounge, auditorium, and cafe. The lighting units (depicted in red on the RCP) are a series of direct, indirect, diffuse, and ambient lighting based on the geometry, material, and program of the space. The curvilinear geometry was inspired by the self created client brief detesting the grid-like repetition of cityscapes.

In Collaboration with: Bosco Chik

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01. Lounge Render

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02. Rendered Section of Lounge

03. Lobby Render

04. Rendered Floor Plan

05. Reflected Ceiling Plan

87 HIGHLAND AVE

Professional: Bosque Landscape Architecture | Group | 2023 This high end Toronto project required a complete redesign of the front and rear spaces of the house. The job required an overall layout plan, grading plan, detail package, and planting plan for the construction document set that would be used on site. The redesign of 87 Highland Avenue incorporated familiar materials and details commonly seen in high-end residential landscapes. The unique challenge this site offered however was elegantly sloping the front yard down to the rear yard with an elevation change of one floor.

SLOPE PER PLAN 3/4"

- 3/4" THICK PORCEA ABALONE ST - THINSET MORTAR AS SPECIFIED - 1/8" CONTINUOUS SCHLUTER D - 5" POURED CONCRETE BASE SL DAYS, REINFORCED WITH 6x6 - 6/ - LAYOUT AS SPECIFIED BY MECH - CONTINUOUS 2" SM INSULATION - 6" COMPACTED GRANULAR BAS

Stone Paving Surface Detail (Heated)

professional

L-3.4

PORCELAIN PAVING - HEATED SCALE: 3/4"= 1'-0"

In Collaboration with: Tina McMullen, Petros Ramlal, Rui Dong

REAR HOUSE ELEVATION 01. SCALE: Rear Elevation 3/8"=House 1'-0" 3

L-3.4

BEECH HEDGE

LIMESTONE WALL COPING, REFER TO D-3, L-3.1

BW 118.55 TW 118.54

3" THICK WIARTON BUFF TREADS, FLAMED FINISH - HEATED

118.82

STONE WALKWAY PAVING HEATED, REFER TO D-4, L-3.0 2" THICK WIARTON BUFF RISER, FLAMED FINISH

1'-1 1/2"

TYP.

118.43

SLOPE PER PLAN

118.46

TYP.

2" THICK SM INSULATION OR APPROVED EQUIVALENT 6" THICK GRANULAR BASE COMPACTED TO 98% SPD

8.07 PLANTING BED

2" THICK RIGID INSULATION WATERPROOFING MEMBRA 1/4" VERDIGRIS ALUMINUM PLANTER

GRANULAR A BACKFILL

3 1/2" X 2 1/4" BRICK CLADDING TINTED TO MATCH HOUSE

3/8" CAULKING JOINT 5/8" EXPANSION JOINT 1'-0"

LIMESTONE BANDING HEATED, REFER TO D-1, L-3.

1'-4"

10" FOUNDATION TO FROST DEPTH TYPICAL OR TO UNDISTURBED NATIVE GRADE REINFORCED AS PER STRUCTURAL ENGINEER'S SPECIFICATIONS

115.81

1'-6"

FOUNDATION TO FROST DEPTH TYPICAL OR TO UNDISTURBED NATIVE GRADE REINFORCED AS PER STRUCTURAL ENGINEER'S SPECIFICATIONS

1'-0"

10"

PORCELAIN PAVING - HEATE REFER TO D-1, L-3.4 L-SHAPED BRACKET WITH SUPPORT 1' WIDE GRADE BEAM BELOW PLANTER WALL

02. Rear House Render

RETAINING WALL AND PLANTER SECTION SCALE: 1/2"= 1'-0"

professional

5 L-3.4

MANUFACTURER TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO FABRICATION

8'-9"

PROPERTY LINE

2'-0 1/2"

143 2'-4"

YEW HEDGE STONE COLUMN BASE DETAIL REFER TO D-7, L-3.1

FRONT GATE ELEVATION SCALE: 1/4"= 1'-0"

L-3.1

AUTOMATIC VEHICULAR GATE GOOSENECK KEYPAD MOUNTED TO COLUMN, TO BE SPECIFIED BY GATE FABRICATOR

NOTES: 1.

SHOP DRAWINGS FOR GATES AND FENCING TO BE PROVIDED BY GATE MANUFACTURER TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION

REINFORCED CONCRETE FOOTINGS FOR AUTOMATIC GATES TO BE REVIEWED AND APPROVED BY A STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION

SHOP DRAWINGS FOR STONE WORK TO PROVIDED BY CONTRACTOR FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO PRODUCTION

SAMPLES FOR BRONZE FINIAL DETAIL AND GATE & FENCING FINISH SAMPLES TO BE PROVIDED BY GATE MANUFACTURER TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO FABRICATION

STONE COLUMN COPING REFER TO D-6, L-3.1

SCONCE - TO BE SELECTED BY INTERIOR DESIGNER AUTOMATED DRIVEWAY GATE DETAILS, REFER TO D-3, L-3.1

TWO-SIDED ALUMINUM PICKET FENCE WITH BRONZE DETAIL AND SOLID PANEL IN BETWEEN, REFER TO D-3, L-3.2

STONE COLUMN DETAIL REFER TO D-2, L-3.1

2'-3 1/2"

143.00

8'-0"

8'-9"

8'-0"

8'-9"

PROPERTY LINE

2'-0 1/2"

142.99

2'-4"

YEW HEDGE

ALUMINUM PICKET FENCE

COLUMN ELEVATION - FRONT/BACK

STONE COLUMN BASE DETAIL REFER TO D-7, L-3.1

1 L-3.1

WITH BRONZE DETAIL, COLUMN ELEVATION -SIDE REFER TO D-2, L-3.2

HOUSE SIDE

FRONT GATE ELEVATION SCALE: 1/4"= 1'-0"

NOTES:

CONTRACTOR SHALL PROVIDE STONE SHOP DRAWINGS FOR REVIEW + APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION.

AUTOMATIC VEHICULAR GATE GOOSENECK KEYPAD MOUNTED TO COLUMN, TO BE SPECIFIED BY GATE FABRICATOR

NOTES:

**FINAL STONE SPECIFCATIONS TO BE CONFIRMED BASED ON FINAL HOUSE

STONE COLUMN COPING REFER TO D-6, L-3.1

TYP.

1 1/2" X 2 9'-2 1G

3/4" SQUARE PICKETS

3" X 3" ALUM

5'-6"

3" X 3" ALUMINUM TUBE POST

ALUMINUM FENCING TO MATCH D-5, L-3.2 BUT WITHOUT SOLID BACKING

ALUMINUM MAT BUT WIT 8'-9"

8'-2"

8'-0"

GATE HINGES TO B BY FABR APPROVED THR DRAWIN

GATE HINGES TO BE SPECIFIED BY FABRICATOR AND APPROVED THROUGH SHOP DRAWING PROCESS

HOUSE WALL

CONTRACTOR SHALL PROVIDE STONE SHOP DRAWINGS FOR REVIEW + APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION.

CANE BOLT ON LEFT SECTION BINSIDE GATE,TO BE SPEICIFIED BY FABRICATOR AND APPROVED THROUGH SHOP DRAWING PROCESS

**FINAL STONE SPECIFCATIONS TO BE 4 DOUBLE ALUMINUM GATE DETAIL CONFIRMED BASED ON FINAL HOUSE 142.99 SELECTIONS FROM PROJECT ARCHITECT SCALE: 1/2"= 1'-0"

143.00 142.99

8'-0"

8'-9"

8'-0"

ALUMINUM PICKET FENCE WITH BRONZE DETAIL, REFER TO D-2, L-3.29'-2 1/4" O.C.1/2" SQUARE PICKET

2'-0 1/2"

143.00

TO POOL C

FLAT BACKIN ALLOW FOR TO B

56'-5 3/4" O.C.

FLAT BACKING PLATE TO ALLOW FOR HARDWARE TO BE INSTALLED

2'-3 1/2"

STEEL SUPPORT FOR AUTOMATIC GATES AND ASSOCIATED STRUCTURE TO BE SPECIFIED BY GATE FABRICATOR. SHOP DRAWINGS FOR GATES TO BE PROVIDED TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO FABRICATION.

3/4" SQ

1/2" SQ

SIMPLEX 10 DORM

1/4" x 6" FLAT HEAD CONCRETE SCREW TBC TROUGH SHOP DRAWINGS

TYP. 2"

TYP.

2'-0 1/2"

03. 87 Highland Ave Site Plan B

TYP.

NOTES:

FRONT GATE ELEVATION SCALE: 1/4"= 1'-0"

3 1/2" 3 1/2"

COLUMN ELEVATION -SIDE

HOUSE SIDE STONE COLUMN BASE DETAIL REFER TO D-7, L-3.1

SAMPLES FOR BRONZE FINIAL DETAIL AND GATE & FENCING FINISH SAMPLES TO BE PROVIDED BY GATE MANUFACTURER TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO FABRICATION

TYP.

STONE COLUMN DETAIL REFER TO D-2, L-3.1

8'-9"

143.00 AUTOMATED DRIVEWAY GATE 2'-4" DETAILS, REFER TO D-3, L-3.1

STONE COLUMN DETAIL REFER TO D-2, L-3.1

3 1/4 ALUMINU

PUSH BUTTON GATE HARDWARE - SIMPLEX 1000 SERIES BY DORMAKABA GATE HARDWARE OR EQUIVELANT TO MEET POOL 142.99CODE HEIGHT, HARDWARE TBC THROUGH SHOP DRAWINGS

3/4" TYP.

8'-2"

L-3.1

AUTOMATED DRIVEWAY GATE DETAILS, REFER TO D-3, L-3.1 TWO-SIDED ALUMINUM PICKET FENCE WITH BRONZE DETAIL AND COLUMN ELEVATION - FRONT/BACK YEW HEDGE SOLID PANEL IN BETWEEN, REFER 2'-3 1/2" TO D-3, L-3.2

2. FENCING S SAMPLE TO B ARCHITECT P

1 1/2" X 2" ALUMINUM TUBE GATE FRAME 1/2"

SCONCE - TO BE SELECTED BY INTERIOR DESIGNER

REINFORCED CONCRETE FOOTINGS FOR AUTOMATIC GATES TO BE REVIEWED AND APPROVED BY A STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION

3. SHOP DRAWINGS FOR STONE WORK TO TWO-SIDED ALUMINUM PICKET PROVIDED BY CONTRACTOR FOR REVIEW FENCE WITH BRONZE DETAIL AND AND APPROVAL BY LANDSCAPE SOLID PANEL IN BETWEEN, REFER ARCHITECT PRIOR TO PRODUCTION TO D-3, L-3.2

3 1/4" x 3 1/4" x 1" THICK ALUMINUM POST CAP

TYP.

SCONCE - TO BE SELECTED BY INTERIOR DESIGNER

8'-2"

SAMPLES FOR BRONZE FINIAL DETAIL AND GATE & FENCING FINISH SAMPLES TO BE PROVIDED BY GATE MANUFACTURER TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO FABRICATION

STONE COLUMN COPING REFER TO D-6, L-3.1

REFER TO D-6, L-3.1

FLAT BAR AS STOP WELDED TO BACK OF RIGHT GATE 7'-5" O.C. 3'-6"

8'-9" 8'-0"

AUTOMATIC VEHICULAR GATE GOOSENECK KEYPAD MOUNTED TO COLUMN, TO BE SPECIFIED BY GATE FABRICATOR

1. SHOP DRAW APPROVAL BY

3. ALL DIMEN PRODUCTION

2. FENCING SHALL BE POWDER COATED ALUMINUM, MATTE BLACK FINISH, SAMPLE TO BE PROVIDED FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO PRODUCTION 3. ALL DIMENSIONS TO BE SITE MEASURED BY THE SUPPLIER FOR THE PRODUCTION OF SHOP DRAWINGS

8'-9"

SHOP DRAWINGS FOR STONE WORK TO PROVIDED BY CONTRACTOR FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO PRODUCTION

2'-0 1/2"

8'-9"

REINFORCED CONCRETE FOOTINGS FOR AUTOMATIC GATES TO BE REVIEWED AND APPROVED BY A STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION

1. SHOP DRAWINGS SHALL BE PROVIDED BY CONTRACTOR FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO PRODUCTION

FENCING TO BE PROVIDED BY GATE MANUFACTURER TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION STONE COLUMN COPING

PROPERTY LINE

NOTES:

8'-0"

SHOP DRAWINGS FOR GATES AND FENCING TO BE PROVIDED BY GATE MANUFACTURER TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION

PROPERTY LINE

STONE COLUMN DETAIL REFER TO D-2, L-3.1

SCALE: 3/4"= 1'-0"

NOTES:

SAMPLES FOR BRONZE FINIAL DETAIL AND GATE & FENCING FINISH SAMPLES TO BE PROVIDED BY GATE MANUFACTURER TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO FABRICATION

AUTOMATIC VEHICULAR GATE GOOSENECK NOTES: KEYPAD MOUNTED TO COLUMN, TO BE 1. BY SHOP DRAWINGS FOR GATES AND SPECIFIED GATE FABRICATOR

NOTES:

AUTOMATED DRIVEWAY GATE STONE COLUMN DETAIL DETAILS, REFER TO D-3, L-3.1

2'-3 1/2"

PROPERTY LINE

L-3.1

TWO-SIDED ALUMINUM PICKET FENCE WITH BRONZE DETAIL AND SOLID PANEL IN BETWEEN, REFER TO D-3, L-3.2

2'-0 1/2"

SHOP DRAWINGS FOR STONE WORK TO PROVIDED BY CONTRACTOR FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO PRODUCTION

8'-0"

SCONCE - TO SELECTIONS BE FROM PROJECT ARCHITECT SELECTED BY INTERIOR DESIGNER

STREET SIDE

SECTION A

8'-9"

REINFORCED CONCRETE FOOTINGS FOR AUTOMATIC GATES TO BE REVIEWED AND APPROVED BY A STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION

TYP.

1 1/2"

SHOP DRAWINGS FOR GATES AND FENCING TO BE PROVIDED BY GATE MANUFACTURER TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION

8'-0"

142.93

SING

L-3.1

SCA

L-3.1

STREET SIDE 2'-4"

2'-4"

SECTION A

CONTRACTOR SHALL PROVIDE STONE SHOP DRAWINGS FOR REVIEW + APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION.

FRONT GATE ELEVATION SCALE: 1/4"= 1'-0"

1. SHOP DRAWINGS SHALL BE PROVIDED BY CONTRACTOR FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO PRODUCTION 2. FENCING SHALL BE POWDER COATED ALUMINUM, MATTE BLACK FINISH, SAMPLE TO BE PROVIDED FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO PRODUCTION

1'-1 3/4" 3. ALL DIMENSIONS TO BE SITE MEASURED BY THE SUPPLIER FOR THE 1/4"

3 1/4" x 3 1/4" x 1" THICK ALUMINUM POST CAP

TYP.

1/2"

TYP.

3 1/2" 3 1/2"

FLAT BACKING PLATE TO ALLOW FOR HARDWARE TO BE INSTALLED

8'-0"

3'-6"

1/2"

3/4"

TYP.

1'-2"

1 1/2" X 2" ALUMINUM GATE FRAME

1/2" SQUARE PICKET 3/4" SQUARE PICKETS

4 L-3.1

HOUSE WALL

GATE HINGES TO BE SPECIFIED BY FABRICATOR AND APPROVED THROUGH SHOP DRAWING PROCESS ALUMINUM FENCING TO MATCH D-5, L-3.2 BUT WITHOUT SOLID BACKING

SCALE: 3"= 1'-0"

SINGLE ALUMINUM GATE DETAIL

REINFORCED CONCRETE FOUNDATION TO FROST DEPT COLUMNS TYP. AS PER GATE CONTRACTOR'S SPECS

GATE PLAN VIEW

1/2"

NOTES: CONTRACTOR SHALL PROVIDE STONE SHOP DRAWINGS FOR REVIEW + APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION.

COLUMN ELEVATION - FRONT/BACK

1/2"

1'-0 3/4"

145.60

COLUMN ELEVATION -SIDE **FINAL STONE SPECIFCATIONS TO BE

CONFIRMED BASED ON FINAL HOUSE SELECTIONS FROM PROJECT ARCHITECT

9'-9 3/4"

145.60

1 1/4" 4"

HOUSE SIDE 1'-1 3/4"

COLUMN ELEVATION -SIDE

**FINAL STONE SPECIFCATIONS TO BE STREET SIDE CONFIRMED BASED ON FINAL HOUSE SELECTIONS FROM PROJECT ARCHITECT STREET SIDE

10"

3 1/2" **FINAL STONE SPECIFCATIONS TO BE CONFIRMED BASED ON FINAL HOUSE SELECTIONS FROM PROJECT ARCHITECT

SECTION B

**FINAL STONE SPECIFCATIONS TO BE SELECTIONS FROM PROJECT 6 STONE COLUMN COPING ARCHITECT CONFIRMED BASED ON FINAL HOUSE L-3.1 SCALE: 3"= 1'-0" SELECTIONS FROM PROJECT ARCHITECT

7 L-3.1

04. Entry Column Construction Details

STONE COLUMN BASE DETAIL SCALE: 3"= 1'-0"

SECTION A

STONE COLUMN DETAIL

SCALE: 3/4"= 1'-0"

L-3.1 SCALE: 3/4"= 1'-0" L-3.1

1. SHOP DRAWINGS SHALL BE PROVIDED BY CONTRACTOR FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO PRODUCTION

NOTES: 1. SHOP DRAWINGS SHALL BE PROVIDED BY CONTRACTOR FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO PRODUCTION

1. SHOP DRAWINGS SHALL BE PROVIDED BY CONTRACTOR FOR REVIEW AND 2. FENCING SHALL BE POWDER COATED ALUMINUM, MATTE BLACK FINISH, APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO PRODUCTION SAMPLE TO BE PROVIDED FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO PRODUCTION

2. FENCING SHALL BE POWDER COATED ALUMINUM, MATTE BLACK FINISH,

NOTES:

1. SHOP DRAWINGS SHALL BE PROVIDED BY CONTRACTOR FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO PRODUCTION

1. SHOP DRAWINGS SHALL BE PROVIDED BY CONTRACTOR FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO PRODUCTION 1. SHOP DRAWINGS SHALL BE PROVIDED BY CONTRACTOR FOR REVIEW AND

2. FENCING SHALL BE POWDER COATED ALUMINUM, MATTE BLACK FINISH, SAMPLE TO BE PROVIDED FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO PRODUCTION

2. FENCING SHALL BE POWDER COATED ALUMINUM, MATTE BLACK FINISH, 142.94 SAMPLE TO BE PROVIDED FOR REVIEW AND APPROVAL BY LANDSCAPE 2. FENCING SHALL BE POWDER COATED ALUMINUM, MATTE BLACK FINISH, ARCHITECT PRIOR TO PRODUCTION

3. ALL DIMENSIONS TO BE SITE MEASURED BY THE SUPPLIER FOR THE PRODUCTION OF SHOP DRAWINGS

3. ALL DIMENSIONS TO BE SITE MEASURED BY THE SUPPLIER FOR THE PRIOR TO PRODUCTION ARCHITECT PRODUCTION OF SHOP DRAWINGS

NOTES:

APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO PRODUCTION

SAMPLE TO BE PROVIDED FOR REVIEW AND APPROVAL BY LANDSCAPE

3. ALL DIMENSIONS TO BE SITE MEASURED BY THE SUPPLIER FOR THE PRODUCTION OF SHOP DRAWINGS

142.94

1 1/2"

NOTES:

8'-0"

SECTION B CONFIRMED BASED ON FINAL HOUSE

1 3/4"

SECTION A

NOTES:

2. FENCING SHALL BE POWDER COATED ALUMINUM, MATTE BLACK FINISH, SAMPLE TO BE PROVIDED FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO PRODUCTION

SPECIFIED BY GATE FABRICATOR. SHOP

3/4"1/2"

CONTRACTOR SHALL PROVIDE STONE SHOP DRAWINGS FOR REVIEW + APPROVAL BY 3 1/2" LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION.

1/2"

8'-9"

professional

FOR GATES TO BE PROVIDED TO STEEL SUPPORT FORDRAWINGS AUTOMATIC GATES AND ASSOCIATED STRUCTURE TO BEARCHITECT FOR REVIEW AND LANDSCAPE SPECIFIED BY GATE FABRICATOR. APPROVALSHOP PRIOR TO FABRICATION. DRAWINGS FOR GATES TO BE PROVIDED TO LANDSCAPE ARCHITECT FOR REVIEW AND **FINAL STONE SPECIFCATIONS TO BE APPROVAL PRIOR TO FABRICATION.

1" 1 1/2"

10"

CONTRACTOR SHALL PROVIDE STONE SHOP DRAWINGS FOR REVIEW + APPROVAL BYFOR AUTOMATIC GATES STEEL SUPPORT LANDSCAPE ARCHITECT PRIOR TO AND ASSOCIATED STRUCTURE TO BE CONSTRUCTION.

1'-2"

INTERCOM BUTTON GOOSENECK

1 1/4"

NOTES:

STONE COLUMN DETAIL SCALE: 3/4"= 1'-0"

CONTRACTOR SHALL PROVIDE STONE SHOP DRAWINGS FOR REVIEW + APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION.

Section B

2 L-3.1

CONTRACTOR SHALL PROVIDE STONE SHOP DRAWINGS FOR REVIEW + APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION.

NOTES:

STREET SIDE

SECTION A

Section A

NOTES:

1'-2"

HOUSE SIDE

4 3/4"

HOUSE SIDE

Plinth Detail

NOTES:

8'-9"

COLUMN ELEVATION - FRONT/BACK COLUMN ELEVATION -SIDE

1/4"

COLUMN ELEVATION - FRONT/BACK

SCA

STONE COLUMN BASE DETAIL

L-3.1

SCALE: 1/2"= 1'-0"

L-3.1

GATE PLAN VIEW

SCALE: 1/2"= 1'-0"

3 L-3.1

ALUMINUM FENCING TO MATCH D-5, L-3.2 BUT WITHOUT SOLID BACKING

CANE BOLT ON LEFT INSIDE GATE,TO BE SPEICIFIED BY FABRICATOR AND APPROVED THROUGH SHOP DRAWING PROCESS

DOUBLE ALUMINUM GATE DETAIL

3" X 3" ALUMINUM POST GATE HINGES TO BE SPECIFIED BY FABRICATOR AND APPROVED THROUGH SHOP DRAWING PROCESS

1 1/2"

SCALE: 3"= 1'-0"

2'-0 1/2"

5'-6"

L-3.1

STONE COLUMN COPING

3" X 3" ALUMINUM TUBE POST

2'-0 1/2"

REINFORCED CONCRETE FOUNDATION CONTINUO AUTOMATIC GA BETWEENMOTOR GATE COLUMN TBD, AS SPECIFICATIONS AS PER S CONTRACTOR'S AND GATE CONTRACTOR

MOTOR TBD, AS PER GATE TYP. CONTRACTOR'S SPECIFICATIONS

FLAT BACKING PLATE TO ALLOW FOR HARDWARE TO BE INSTALLED

1/4" x 6" FLAT HEAD CONCRETE SCREW TBC TROUGH SHOP DRAWINGS

TYP. 2"

TYP.

1. SHOP DRAWINGS FOR GATES TO BE 2. REINFORCED CONCRETE FOOTINGS 3. SHOP DRAWINGS FOR STONE WORK 4. GATE AND FENCE TO BE POWDER CO BY GATE FABRICATOR FOR REVIEW A 5. BRONZE FINIAL DETAIL TO BE HAMM 6. STEEL SUPPORT FOR AUTOMATIC GA

3'-10 1/2" O.C.

1" 1/2" SIMPLEX 1000 SERIES BY 3 1/2" 3 1/2" DORMAKABA GATE TYP. TYP. HARDWARE AUTOMATIC GATE OPENER2'-02" 1/2" 1 1/2" TO POOL CODE HEIGHT

PUSH BUTTON GATE HARDWARE - SIMPLEX 1000 SERIES BY DORMAKABA GATE HARDWARE OR EQUIVELANT TO MEET POOL 2'-0 1/2" CODE HEIGHT, HARDWARE TBC THROUGH SHOP DRAWINGS

3/4" TYP.

1 1/2"

3/4" SQUARE PICKET 1/2" SQUARE PICKET

1 1/2" X 2" ALUMINUM TUBE GATE FRAME

TYP.

3 1/4" x 3 1/4" x 1" ALUMINUM POST CAP

7'-5" O.C. 3'-6"

4 3/4"

FLAT BAR AS STOP WELDED TO BACK OF RIGHT GATE

Coping Detail

3. ALL DIMENSIONS TO BE SITE MEASURED BY THE SUPPLIER FOR THE PRODUCTION OF SHOP DRAWINGS

8'-2"

NOTES:

PRODUCTION OF SHOP DRAWINGS

2. FENCING SHALL BE POWDER COATED ALUMINUM, MATTE BLACK FINISH, SAMPLE TO BE PROVIDED FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO PRODUCTION

1'-2"

1. SHOP DRAWINGS SHALL BE PROVIDED BY CONTRACTOR FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO PRODUCTION

TYP.

1'-0 3/4"

NOTES:

**FINAL STONE SPECIFCATIONS TO BE CONFIRMED BASED ON FINAL HOUSE SELECTIONS FROM PROJECT ARCHITECT NOTES:

8'-9"

L-3.1

2'-0 1/2"

FRONT GATE ELEVATION SCALE: 1/4"= 1'-0"

ALUMINUM PICKET FENCE WITH BRONZE DETAIL, NOTES: REFER TO D-2, L-3.2

1 L-3.1

ALUMINUM PICKET FENCE WITH BRONZE DETAIL, REFER TO D-2, L-3.2

STONE COLUMN DETAIL SCALE: 3/4"= 1'-0"

5'-6"

2 L-3.1

8'-2"

YEW HEDGE STONE COLUMN BASE DETAIL REFER TO D-7, L-3.1

8'-0"

YEW HEDGE STONE COLUMN BASE DETAIL REFER TO D-7, L-3.1

L-3.1

SCA

NOTES

The De the en drawin survey to app comm

Contra Buildin Code a (O.B.C permit confor author

Printed

The Co report comm

This dr unless

NOT

-ALL BE CO MA -ENG STR WO

1 L-3.5

professional

REVISIO

05. Basement Walkout and Retaining Wall Elevation

REAR STAIRS AND RETAINING WALL ELEVATION SCALE: 1/2"= 1'-0"

STAIRS TO UPPER TERRACE SECTION, REFER TO D-3, L-3.5

SIDEYARD WALKWAY STAIRCASE SECTION, REFER TO D-3, L-3.4 LIMESTONE WALL COPING, REFER TO D-3, L-3.1

4" THICK INDIANNA LIMESTONE STRINGERS INNER STRINGER CLADDING TO MATCH

NO 1 2 3

OSTERBROGADE 105

Graphics 02: Matthew Parker | Individual | 2024 The Osterbrogade 105 project focused on parametric modeling, and uncovering design logic and patterns in the given precedent projects.

academic

By analyzing the building’s existing floor plans and structure, a series of moves were derived to accomplish a simplified Osterbrogade 105. This script was then applied to different massing drivers (polylines) to achieve the same design language but through different forms (M polyline, J polyline and Z polyline).

academic

01. Osterbrogade 105 Mixed Media Render

OSTERBROGADE 105 MATRIX OF SIBLINGS

ORIGINAL DRIVERS

MANIPULATED DRIVERS

MANIPULATED ROOM DIVISION & WINDOWS

LINE DRIVER V1

04. Osterbrogade 105 Grasshopper Logic Process Diagram LINE DRIVER V2

academic

LINE DRIVER V3

LINE DRIVER V4 ARCH 512 - ASSIGNMENT 2.1 STUDENTS / NOLAN MIRANDA, DEVIN MITTERTREINER, DANIEL REN, KAREN UPPAL

05. Osterbrogade 105 Grasshopper Logic End Result

06. Digital Siblings Based on Linear Drivers

academic

07. Osterbrogade 105 Render

THE TOWER + THE CANTILEVER + THE BRIDGE Structures 01: Mauricio Soto Rubio | Group | 2024 Following an industrial design language, all three models focused on relevant structural principles to perform their tasks of carrying a brick without noticeable deflection and thus no deformation. The Tower playfully applied the concept of a roller joint while adding highly tensioned cables to provide lateral support. The Cantilever used a pin connection between its horizontal and vertical member to allow for marginal movement when loaded, while similarly tensioned cables kept the cantilever member in place.

academic

The Bridge deployed a Warren Truss with Verticals system onto a triangular prism frame, with an emphasis put on members meeting at nodes to therefore transfer forces efficiently.

In Collaboration with: Michael De Haan and Bryce Meintzer

academic

01. The Tower (Shifted Central Joint)

36 39

academic

02. Tower Model (1m tall)

03. Welded Cable Fasteners for Tower

04. Marble Roller Joint for Tower

05. Cantilever Cable Stay System

07. Warren Truss with Verticals Model (1m Span)

08. Truss Concrete Footings and Welded Node Connections

academic

06. Cantilever Model (0.75m Overhang)

2022 - 2025

PORTFOLIO