Architecture Portfolio 2024 by ALLANAGUIRRE16

ALLAN AGUIRRE

ARCHITECTURE PORTFOLIO

My name is Allan Aguirre. and this architecture portfolio represents my experience at the University of Texas at Arlington. It stands as a reflection of my development and advancing skills, illustrating the path of my ambitions within the field of architecture. With this portfolio, my goal is to communicate not only my present abilities but also my aspiration to design spaces that evoke inspiration and connection with the surrounding world.

INSTITUTIONAL BUILDING

NEW YORK MONUMENT STANDARD HOTEL

ANALOGOUS CODIFICATION

CASA CUBO

REFUGE MINIMALISTIC MODULAR LIVING

FOR AN ARCHITECTURE STUDENT

CLIMATIC INFLUENCE

IN THE NORTH

GRAPHIC MAPPING

FOURTH YEAR | SPRING SEMESTER 2024

PROFESSOR AMANDA AMAN

The goal of this graphic map was to enphasise climate change impact in the Dena”Ina Homelands of Alaska. This map illustrates present day galciers that feed the Dena’Ina Homeland watershed and how different watersheds are affected by either flooding or abnormal water temperatures.

॰ ॰ ॰

POINT ZERO

UTA DESIGN BUILD

FOURTH YEAR | FALL SEMESTER 2023

PROFESSORS JULIA LINDGREN & CORD READ

PARTNERING WITH:

THE LOOP DALLAS

FRIENDS OF SANTA FE TRAIL

FRIENDS OF CREEKSIDE

IN COLLABORATION WITH:

EDWARD ALVAREZ, LOUIS CAO,

BEN DENNEHY, IVY GASPAR,

CHRISTOPHER GOMEZ, ENSAF

KALBOUNEH, CASSANDRA KIPKER, GADIEL LEON, DEREK MAYNARD, REAGAN SMITH & LILY SROUJI

In Dallas, a construction project is transforming a trailhead into a rest stop that combines a shading structure with a bike repair station. The design of the trailscape aims to harmonize with the natural surroundings, creating spaces that elevate tranquility as users embark on a peaceful journey. Focused on community needs, the project ensures a thoughtful separation of cyclists and pedestrians, guiding them through a safter route. Whether staying on the trail or exploring off the beaten path, the design fosters exploration, inspires beauty and joy, and provides versatile, mixeduse spaces to enhance the overall user experience with the goal to seamlessly integrate a shading structure that enhances the Dallas Loop both functionally and aesthetically.

Point ZeroUTA Design Build Fall 2023 Context Analysis

PROJECT SITE TRINITY SPINE TRAIL LOOKING TO SANTA FE TRAIL PROJECT SITE SPINE TRAIL LOOKING NORTH

MAINTAIN VISIBILITY

Create open sight lines for the intersection of the Santa Fe and North Spine Trail when appraoching from all directions. Site lines are derived from the maximum cone of vision for approaching bikers and pedestrians.

MITIGATE SPEED PRESERVE SHADE WELCOME USERS

Create a secondary northbound to southbound connection will decrease bike volume and high speeds at the existing Santa Fe and North Spine Intersection.

TRAIL CONTINUITY

Link secondary trail connection safely to the Santa Fe and North Spine to promote safe bike turning radiuses and speeds. Intersections should have a minimum 16’ turning radius.

Welcome users equitably from both trails and in all directions. Provide visual cues that an intervention exits upon approach and extend markers out to the trails from the intersection expanding it’s reach and impact.

Respect existing trees and the associated shade they will provide in 15+ years. Compliment and add shade where needed but avoid duplication in overhead canopy.

Point ZeroUTA Design Build Fall 2023 100’TO INTERSECTION CONCEPTUAL PACKAGE CREEKSIDE PARK DEEP ELLUM FAIR PARK DOWNTOWN

ANALYSIS / TAKEAWAYS

CONTEXTUAL

INSPIRATION: STRUCTURE

BAYS, LIGHT, CRAFT, SIMPLICITY

01: BAY ORGANIZATION

02: REINFORCE BAY ORGANIZATION +

DEVELOP ROOF FORM THROUGH SECTIONAL DIFFERENTIATION

03: EXPOSED STRUCTURE

04: SCALE

INSPIRATION: FUNCTION

SHADE, WAITING AREA, MEETING POINT

05: FUNCTION

3" COMPACTED GRAVEL COMPACT SUBGRADE TO 95% STANDARD PROCTOR DENSITY 4'-8" 1'-07 8 " 1' 71 2 " 33 4 33 4 " 41 4 " 21 8 " TYP. TYP. 7 1 2 " 8" 90° 90° 21 8 " 11 2 " 11 2 " 1'-4" 71 2 " 03 LA CONNECTION PLATES 01 UV CONNECTION PLATEQTY 7 02 LV CONNECTION QTY WELD ON CENTER OF BOTTOM PLATE TYP. MIN. 1" CLEARANCE ON ALL PLATES SCALE 3 4 = 1'-0" SCALE 3 4 = 1'-0" SEE TYP NOTES ON 01/A502 ALL MEMBERS TO BE MADE OUT OF 1 4" STEEL PLATES A36 1 2" BOLTS ARE TO BE USED WITH A 5 8" PILOT HOLE 1'-07 8 " 1' 71 2 " 1' 1'-3" 71 2 " 33 4 33 4 " 33 4 33 4 " 33 4 " 33 4 " 21 8 " TYP. TYP. 4" 41 4 " 21 8 " TYP. TYP. 7 1 2 " 8" 81 8 " TYP. 75° 105° 90° 90° 21 8 " TYP. 11 2 " 11 2 1'-4" 71 2 " 03 LA CONNECTION PLATES 01 UV CONNECTION PLATEQTY 7 02 LV CONNECTION QTY ON ALL PLATES SCALE " = 1'-0" SCALE " = 1'-0" SEE TYP NOTES ON 01/A502 1 2" BOLTS ARE TO BE USED WITH A 5 8" PILOT HOLE 1'-07 8 " 1' 71 2 " 1' 1'-3" 71 2 " 33 4 33 4 " 33 4 33 4 " 33 4 "3 3 4 " 21 8 " TYP. TYP. 4" 41 4 " 21 8 " TYP. TYP. 7 1 2 " 8" 81 8 " TYP. 15° 75° 105° 90° 90° 33 4 " 33 4 " 2 5 71 2 " 1'-4" 71 2 " 21 8 " TYP. 71 2 " 41 4 " 11 2 " 11 2 16" 73 4 " 41 8 " 1'-4" 71 2 " UA CONNECTION QTY 7 LA CONNECTION PLATES QTY 7 UV CONNECTION PLATEQTY 7 02 LV CONNECTION QTY 7 ON ALL PLATES SCALE 3 4 = 1'-0" SEE TYP NOTES ON 01/A502 SEE TYP 1 2" BOLTS ARE TO BE USED WITH A 5 8" PILOT HOLE 1'-07 8 " 1' 71 2 " 33 4 33 4 " 41 4 " 21 8 " TYP. TYP. 7 1 2 " 8" 15° 90° 90° 33 4 33 4 1'-4" 71 2 " 21 8 " TYP. 71 2 " 41 4 " 11 2 " 11 2 " 1'-4" 71 2 "

CONNECTION

CONNECTION PLATEQTY 7 02

CONNECTION QTY 7 WELD ON CENTER OF BOTTOM PLATE TYP. MIN. 1" CLEARANCE ON ALL PLATES SCALE 3 4 = 1'-0" SEE TYP NOTES ON 01/A502 SEE SEE ALL MEMBERS TO BE MADE OUT OF 1 4" STEEL PLATES A36 1 2" BOLTS ARE TO BE USED WITH A 5 8" PILOT HOLE 3" COMPACTED GRAVEL COMPACT SUBGRADE TO 95% STANDARD PROCTOR DENSITY 1'-07 8 " 1' 71 2 " 33 4 " 33 4 " 41 4 " 21 8 " TYP. TYP. 7 1 2 " 8" 90° 90° 1'-4" 21 8 " TYP. 71 2 " 41 4 11 2 11 2 " 16" 73 4 " 41 8 " 1'-4" 71 2 "

CONNECTION QTY 7 LA CONNECTION PLATES QTY 7 UV CONNECTION PLATEQTY 7 02 LV CONNECTION QTY 7 WELD ON CENTER OF BOTTOM PLATE TYP. MIN. 1" CLEARANCE ON ALL PLATES SCALE 3 4 = 1'-0" SEE TYP NOTES ON 01/A502 ALL MEMBERS TO BE MADE OUT OF 1 4" STEEL PLATES A36 1 2" BOLTS ARE TO BE USED WITH A 5 8" PILOT HOLE 1'-07 8 " 1' 71 2 " 1' 1'-3" 71 2 " 33 4 " 33 4 " 33 4 " 33 4 " 33 4 33 4 21 8 " TYP. TYP. 4" 41 4 " 21 8 " TYP. TYP. 7 1 2 " 8" 81 8 " TYP. 75° 105° 90° 90° 1'-4" 21 8 " TYP. 71 2 " 41 4 11 2 " 11 2 " 16" 73 4 " 41 8 " 1'-4" 71 2 " UA CONNECTION QTY 7 LA CONNECTION PLATES QTY 7 UV CONNECTION PLATEQTY 7 02 LV CONNECTION QTY 7 TYP. MIN. 1" CLEARANCE ON ALL PLATES SCALE " = 1'-0" SEE TYP NOTES ON 01/A502 1 2" BOLTS ARE TO BE USED WITH A 5 8" PILOT HOLE 1'-07 8 " 1' 71 2 " 1' 1'-3" 71 2 " 33 4 " 33 4 " 33 4 " 33 4 " 33 4 "3 3 4 4" 41 4 " TYP. 7 1 2 " 8" 81 8 " TYP. 15° 75° 105° 90° 90° 33 4 " 33 4 " 73 4 " 71 2 334"33 4 " 23 4 " 51 2 " 71 2 " 1'-4" 71 2 " 21 8 " TYP. 71 2 " 41 4 11 2 11 2 " 16" 73 4 " 41 8 " 1'-4" 71 2 " 71 2 " UA CONNECTION QTY 7 UV CONNECTION PLATEQTY 7 02

CONNECTION

7 TYP. MIN. 1" CLEARANCE ON ALL PLATES SCALE 3 4 = 1'-0" SEE TYP NOTES ON 01/A502 SEE TYP NOTES ON 01/A502 1 2" BOLTS ARE TO BE USED WITH A 5 8" PILOT HOLE 1'-07 8 " 1' 71 2 " 33 4 " 33 4 " 41 4 " TYP. 7 1 2 " 8" TYP. 90° 90° 73 4 " 71 2 33 4 " 33 4 " 23 4 " 51 2 " 1'-4" 71 2 " 21 8 " TYP. 71 2 " 41 4 11 2 11 2 1'-4" 71 2 " 71 2 " UA CONNECTION QTY 7 UV CONNECTION PLATEQTY 7 02 LV CONNECTION QTY 7 WELD ON CENTER OF BOTTOM PLATE TYP. MIN. 1" CLEARANCE ON ALL PLATES SCALE 3 4 = 1'-0" SEE TYP NOTES ON 01/A502 SEE TYP NOTES ON 01/A502 SEE TYP NOTES ON 01/A502 ALL MEMBERS TO BE MADE OUT OF 1 4" STEEL PLATES A36 1 2" BOLTS ARE TO BE USED WITH A 5 8" PILOT HOLE REINFORCEMENT BAR 1'-6" 4'-8" 1'-07 8 " 1' 71 2 " 1' 1'-3" 33 4 " 33 4 " 33" 33 4 "3 3 4 " 41 4 " 21 8 TYP. TYP. 7 1 2 " 8" TYP. 75° 105° 90° 90° 21 8 11 2 " 11 2 " 1'-4" 71 2 " 03 LA CONNECTION PLATES 01 UV CONNECTION PLATEQTY 7 02 LV CONNECTION QTY WELD ON CENTER OF BOTTOM PLATE TYP. MIN. 1" CLEARANCE ON ALL PLATES SCALE 4 = 1'-0" SCALE " = 1'-0" SEE TYP NOTES ON 01/A502 ALL MEMBERS TO BE MADE OUT OF 1 4" STEEL PLATES A36 1 2" BOLTS ARE TO BE USED WITH A 5 8" PILOT HOLE 1'-07 8 " 1' 71 2 " 1' 1'-3" 71 2 " 33 4 " 33 4 " 33 4 " 33 4 " 33 4 " 33 4 " 21 8 " TYP. TYP. 4" 41 4 " 21 8 TYP. TYP. 7 1 2 " 8" 81 8 " TYP. 75° 105° 90° 90° 21 8 11 2 " 11 2 " 1'-4" 71 2 " 03 UA CONNECTION QTY 7 04 LA CONNECTION PLATES 01 UV CONNECTION PLATEQTY 7 02 LV CONNECTION QTY SCALE " = 1'-0" SCALE 3 4 = 1'-0" SCALE 3 4" = 1'-0" SCALE 3 4 = 1'-0" SEE TYP NOTES ON 01/A502 1'-07 8 " 1' 71 2 " 1' 1'-3" 71 2 33 4 " 33 4 " 33 4 " 33 4 " 33 4 "3 3 4 " 21 8 " TYP. TYP. 4" 41 4 " 21 8 TYP. TYP. 7 1 2 " 8" 81 8 " TYP. 15° 75° 105° 90° 90° 33 4 " 33 4 71 2 " 1'-4" 71 2 " 21 8 71 2 41 4 " 11 2 " 11 2 " 16" 73 4 " 41 8 1'-4" 71 2 " UA CONNECTION QTY 7 04 LA CONNECTION PLATES QTY 7 UV CONNECTION PLATEQTY 7 02 LV CONNECTION QTY 7 SCALE 3 4" = 1'-0" SCALE " = 1'-0" SEE TYP NOTES ON 01/A502 SEE TYP 1'-07 8 " 1' 71 2 " 1' 1'-3" 33 4 " 33 4 " 33" 33 4 "3 3 4 " 41 4 " 21 8 TYP. TYP. 7 1 2 " 8" TYP. 15° 75° 105° 90° 90° 3 3 71 2 " 1'-4" 71 2 " 21 8 TYP. 71 2 41 4 " 11 2 " 11 2 " 73 4 " 41 8 1'-4" 71 2 " UA CONNECTION QTY 7 UV CONNECTION PLATEQTY 7 02 LV CONNECTION QTY 7 WELD ON CENTER OF BOTTOM PLATE TYP. MIN. 1" CLEARANCE ON ALL PLATES SCALE " = 1'-0" SEE TYP NOTES ON 01/A502 SEE SEE ALL MEMBERS TO BE MADE OUT OF 1 4" STEEL PLATES A36 1 2" BOLTS ARE TO BE USED WITH A 5 8" PILOT HOLE 3" COMPACTED GRAVEL REINFORCEMENT BAR COMPACT SUBGRADE TO 95% STANDARD PROCTOR DENSITY 1'-6" 1'-07 8 " 1' 71 2 " 33 4 " 33 4 " 33 4 "3 3 4 " 41 4 " 21 8 " TYP. TYP. 7 1 2 " 8" 90° 90° 1'-4" 21 8 " TYP. 71 2 11 2 " 11 2 " 16" 73 4 1'-4" 71 2 " UA CONNECTION QTY 7 LA CONNECTION PLATES QTY UV CONNECTION PLATEQTY 7 02 LV CONNECTION QTY 7 WELD ON CENTER OF BOTTOM PLATE TYP. MIN. 1" CLEARANCE ON ALL PLATES SCALE 3 4 SCALE " = 1'-0" SCALE " = 1'-0" SEE TYP NOTES ON 01/A502 ALL MEMBERS TO BE MADE OUT OF 1 4" STEEL PLATES A36 1 2" BOLTS ARE TO BE USED WITH A 5 8" PILOT HOLE 1'-07 8 " 1' 71 2 " 1' 1'-3" 71 2 " 33 4 " 33 4 " 33 4 " 33 4 " 33 4 " 33 4 " 21 8 " TYP. TYP. 4" 41 4 " 21 8 " TYP. TYP. 7 1 2 " 8" 81 8 " TYP. 75° 105° 90° 90° 1'-4" 21 8 " TYP. 71 2 " 11 2 " 11 2 " 16" 73 4 1'-4" 71 2 " UA CONNECTION QTY 7 04 LA CONNECTION PLATES QTY UV CONNECTION PLATEQTY 7 02 LV CONNECTION QTY 7 SCALE " = 1'-0" SCALE 3 4 = 1'-0" SCALE 3 4 = 1'-0" SCALE 3 4 = 1'-0" SEE TYP NOTES ON 01/A502 1'-07 8 " 1' 71 2 " 1' 1'-3" 71 2 " 33 4 " 33 4 " 33 4 " 33 4 " 33 4 "3 3 4 " 21 8 " TYP. TYP. 4" 41 4 " 21 8 " TYP. TYP. 7 1 2 " 8" 81 8 " TYP. 15° 75° 105° 90° 90° 33 4 33 4 " 73 4 " 71 2 4 23 4 " 51 2 " 71 2 " 1'-4" 71 2 " 21 8 " TYP. 71 2 " 41 4 " 11 2 " 11 2 " 16" 73 4 41 8 " 1'-4" 71 2 71 2 " UA CONNECTION QTY 7 04 LA CONNECTION PLATES QTY 7 UV CONNECTION PLATEQTY 7 02 LV CONNECTION QTY 7 SCALE 3 4" = 1'-0" SCALE " = 1'-0" SEE TYP NOTES ON 01/A502 SEE TYP NOTES 1'-07 8 " 1' 71 2 " 33 4 " 33 4 " 33 4 "3 3 4 " 21 8 TYP. TYP. 41 4 " 21 8 " TYP. TYP. 7 1 2 " 8" 15° 90° 90° 33 4 33 4 " 73 4 " 33 4 23 4 " 51 2 " 1 1'-4" 71 2 " 21 8 " TYP. 71 2 " 41 4 " 11 2 " 11 2 " 41" 1'-4" 71 2 71 2 " UA CONNECTION QTY 7 UV CONNECTION PLATEQTY 7 02 LV CONNECTION QTY 7 WELD ON CENTER OF BOTTOM PLATE TYP. MIN. 1" CLEARANCE ON ALL PLATES SCALE 3" = 1'-0" SEE TYP NOTES ON 01/A502 SEE TYP NOTES SEE TYP NOTES ALL MEMBERS TO BE MADE OUT OF 1 4" STEEL PLATES A36 1 2" BOLTS ARE TO BE USED WITH A 5 8" PILOT HOLE 3" COMPACTED REINFORCEMENT BAR BEYOND COMPACT SUBGRADE TO 95% STANDARD PROCTOR DENSITY 1'-6" 1'-07 8 " 1' 71 2 " 1' 1'-3" 33 4 " 33 4 " 33" 33 4 "3 3 4 " 41 4 " 21 8 " TYP. TYP. 7 1 2 8" TYP. 75° 105° 90° 90° 1'-4" 21 8 " TYP. 71 2 " 41 4 " 11 2 " 11 2 " 16" 73 4 " 41 8 " 1'-4" 71 2 " UA CONNECTION QTY 7 LA CONNECTION PLATES QTY 7 UV CONNECTION PLATEQTY 7 02 LV CONNECTION QTY 7 WELD ON CENTER OF BOTTOM PLATE TYP. MIN. 1" CLEARANCE ON ALL PLATES SCALE 3 4 = 1'-0" SEE TYP NOTES ON 01/A502 ALL MEMBERS TO BE MADE OUT OF 1 4" STEEL PLATES A36 1 2" BOLTS ARE TO BE USED WITH A 5 8" PILOT HOLE 1'-07 8 " 1' 71 2 " 1' 1'-3" 71 2 " 33 4 " 33 4 " 33 4 " 33 4 " 33 4 " 33 4 " 21 8 " TYP. TYP. 4" 41 4 " 21 8 " TYP. TYP. 7 1 2 8" 81 8 " TYP. 75° 105° 90° 90° 71 2 1'-4" 71 2 21 8 " 71 2 " 41 4 " 11 2 " 11 2 " 16" 73 4 " 41 8 " 1'-4" 71 2 " UA CONNECTION QTY 7 04 LA CONNECTION PLATES QTY 7 UV CONNECTION PLATEQTY 7 02 LV CONNECTION QTY 7 SCALE 3 4 = 1'-0" SCALE 3" = 1'-0" SEE TYP NOTES ON 01/A502 1'-07 8 " 1' 71 2 " 1' 1'-3" 71 2 " 33 4 " 33 4 " 33 4 " 33 4 " 33 4 "3 3 4 " 4" 41 4 " 21 8 " TYP. 7 1 2 8" 81 8 " TYP. 15° 75° 105° 90° 90° 33 4 " 33 4 " 73 4 " 71 2 " 51 2 " 71 2 " 1'-4" 71 2 21 8 " 71 2 " 41 4 " 11 2 " 11 2 " 16" 73 4 " 41 8 " 1'-4" 71 2 " 71 2 " 1' UA CONNECTION QTY 7 04 LA CONNECTION PLATES QTY 7 UV CONNECTION PLATEQTY 7 02 LV CONNECTION QTY 7 SCALE " = 1'-0" SCALE 3 4 = 1'-0" SEE TYP NOTES ON 01/A502 SEE TYP NOTES ON 01/A502 1'-07 8 " 1' 71 2 " 1' 1'-3" 33 4 " 33 4 " 33" 33 4 "3 3 4 " 41 4 " TYP. 7 1 2 8" TYP. 15° 75° 105° 90° 90° 33 4 " 33" 73 4 " 71 2 " 33 4 " 33 4 " 23 4 " 51 2 " 71 2 " 1'-4" 71 2 21 8 " TYP. 71 2 " 41 4 " 11 2 " 11 2 " 73 4 " 41 8 " 1'-4" 71 2 " 71 2 "

CONNECTION QTY 7 UV CONNECTION PLATEQTY 7 02 LV CONNECTION QTY 7 WELD ON CENTER OF BOTTOM PLATE TYP. MIN. 1" CLEARANCE ON ALL PLATES SCALE " = 1'-0" SEE TYP NOTES ON 01/A502 SEE TYP NOTES ON 01/A502 SEE TYP NOTES ON 01/A502 ALL MEMBERS TO BE MADE OUT OF 1 4" STEEL PLATES A36 1 2" BOLTS ARE TO BE USED WITH A 5 8" PILOT HOLE REINFORCEMENT BAR BEYOND REBAR COMPACT SUBGRADE TO 95% STANDARD PROCTOR DENSITY 1'-6" 1'-07 8 " 1' 71 2 33 4 " 33 4 " 33 4 "3 3 4 " 41 4 " 21 8 " TYP. TYP. 7 1 2 8" TYP. 90° 90° 71 2 1'-4" 71 2 21 8 " TYP. 71 2 " 41 4 " 11 2 " 11 2 " 73" 41 8 " 1'-4" 71 2 UA CONNECTION QTY 7 LA CONNECTION PLATES QTY 7 UV CONNECTION PLATEQTY 7 02 LV CONNECTION QTY 7 WELD ON CENTER OF BOTTOM PLATE TYP. MIN. 1" CLEARANCE ON ALL PLATES SCALE 3" = 1'-0" SEE TYP NOTES ON 01/A502 ALL MEMBERS TO BE MADE OUT OF 1 4" STEEL PLATES A36 1 2" BOLTS ARE TO BE USED WITH A 5 8" PILOT HOLE 1'-07 8 " 1' 71 2 " 1' 1'-3" 71 2 " 33 4 " 33 4 " 33 4 " 33 4 " 33 4 " 33 4 " 21 8 " TYP. TYP. 4" 41 4 " 21 8 " TYP. TYP. 7 1 2 8" 81 8 " TYP. 75° 105° 90° 90° 71 2 1'-4" 71 2 21 8 " 71 2 " 41 4 " 11 2 " 11 2 " 16" 73 4 " 41 8 " 1'-4" 71 2 UA CONNECTION QTY 7 04 LA CONNECTION PLATES QTY 7 UV CONNECTION PLATEQTY 7 02 LV CONNECTION QTY 7 SCALE " = 1'-0" SCALE 3 4 = 1'-0" SEE TYP NOTES ON 01/A502 1'-07 8 " 1' 71 2 " 1' 1'-3" 71 2 " 33 4 " 33 4 " 33 4 " 33 4 " 33 4 "3 3 4 " 4" 41 4 " 1 8" 15° 75° 105° 90° 90° 33 4 " 33 4 " 73 4 " 71 2 " 24 51 2 " 71 2 1'-4" 71 2 21 8 " 71 2 " 41 4 " 11 2 " 11 2 " 16" 73 4 " 41 8 " 1'-4" 71 2 " 71 2 1' 04 LA CONNECTION PLATES QTY 7 02 LV CONNECTION QTY 7 SCALE 3 4 = 1'-0" SCALE 3 4" = 1'-0" SEE TYP NOTES ON 01/A502 SEE TYP NOTES ON 01/A502 1'-07 8 " 1' 71 2 33 4 " 33 4 " 33 4 "3 3 4 " 4" 41 4 " 15° 90° 90° 33 4 " 73 4 " 71 2 " 33 4 33 4 23 4 " 51 2 " 71 2 1'-4" 71 2 21 8 " TYP. 71 2 " 41 4 " 11 2 " 11 2 " 73" 41 8 " 71 2 1' UV CONNECTION PLATEQTY 7 02 LV CONNECTION QTY 7 WELD ON CENTER OF BOTTOM PLATE TYP. MIN. 1" CLEARANCE ON ALL PLATES SCALE 3 4 = 1'-0" SEE TYP NOTES ON 01/A502 SEE TYP NOTES ON 01/A502 SEE TYP NOTES ON 01/A502 ALL MEMBERS TO BE MADE OUT OF 1 4" STEEL PLATES A36 1 2" BOLTS ARE TO BE USED WITH A 5 8" PILOT HOLE 3" COMPACTED GRAVEL BEYOND REBAR COMPACT SUBGRADE TO 95% STANDARD PROCTOR DENSITY 1'-07 8 " 1' 71 2 " 33 4 " 33 4 " 41 4 " 21 8 TYP. TYP. 7 1 2 " 8" 90° 90° 71 2 " 1'-4" 71 2 " 21 8 TYP. 71 2 41 4 " 11 2 " 11 2 " 1'-4" 71 2 "

CONNECTION

UV CONNECTION PLATEQTY 7 02 LV CONNECTION QTY 7 WELD ON CENTER OF BOTTOM PLATE TYP. MIN. 1" CLEARANCE ON ALL PLATES SCALE " = 1'-0" SEE TYP NOTES ON 01/A502 ALL MEMBERS TO BE MADE OUT OF 1 4" STEEL PLATES A36 1 2" BOLTS ARE TO BE USED WITH A 5 8" PILOT HOLE 1'-07 8 " 1' 71 2 " 1' 1'-3" 71 2 " 33 4 " 33 4 33 4 " 33 4 " 33 4 " 33 4 " 21 8 " TYP. TYP. 4" 41 4 " 21 8 TYP. TYP. 7 1 2 " 8" 81 8 " TYP. 75° 105° 90° 90° 71 2 " 1'-4" 71 2 " 21 8 " TYP. 71 2 " 41 4 " 11 2 " 11 2 " 16" 73 4 " 41 8 1'-4" 71 2 "

QTY 7 UV

QTY

QTY 7

QTY 7 UV CONNECTION PLATEQTY 7 02 LV CONNECTION QTY 7 TYP. MIN. 1" CLEARANCE ON ALL PLATES SCALE 3 4 = 1'-0" SEE TYP NOTES ON 01/A502 SEE 1 2" BOLTS ARE TO BE USED WITH A 5 8" PILOT HOLE 1'-07 8 " 1' 71 2 " 1' 1'-3" 71 2 " 33 4 " 33 4 33 4 " 33 4 " 33 4 "3 3 4 " 15° 75° 105° 90° 90° 33 4 " 33 4 73 4 71 2 " 334"33 4 23 4 " 51 2 71 2 " 1'-4" 71 2 " 21 8 " TYP. 71 2 " 41 4 " 11 2 " 11 2 " 16" 73 4 " 41 8 71 2 " 71 2 " 1' 02 LV CONNECTION QTY 7 TYP. MIN. 1" CLEARANCE ON ALL PLATES SCALE 3 4" = 1'-0" SEE TYP NOTES ON 01/A502 SEE TYP NOTES ON 01/A502 1 2" BOLTS ARE TO BE USED WITH A 5 8" PILOT HOLE 1'-07 8 " 1' 71 2 " 33 4 " 33 4 " 4" 41 4 " 90° 90° 73 4 71 2 " 33 4 " 33 4 " 23 4 " 51 2 1'-4" 71 2 " 21 8 TYP. 71 2 41 4 " 11 2 " 11 2 " 71 2 " 1' 02 LV CONNECTION QTY 7 WELD ON CENTER OF BOTTOM PLATE TYP. MIN. 1" CLEARANCE ON ALL PLATES SCALE 3 4 = 1'-0" SEE TYP NOTES ON 01/A502 SEE TYP NOTES ON 01/A502 SEE TYP NOTES ON 01/A502 ALL MEMBERS TO BE MADE OUT OF 1 4" STEEL PLATES A36 1 2" BOLTS ARE TO BE USED WITH A 5 8" PILOT HOLE ELEVATION COLUMN DETAIL

UA CONNECTION

THE STANDARD HOTEL

ENNEAD ARCHITECTS

ANALOGOUS CODIFICATION

THIRD YEAR | FALL SEMESTER 2022

PROFESSORS CRYSTAL PORTILLO & VICTOR VIELMA

Positioned above the High Line, a decommissioned segment of a 75-year-old elevated railway that traverses the district’s buildings and has been re-purposed into a contemporary linear public park, the structure engages with its surroundings through deliberate juxtaposition.

Distinctive sculptural piers, defining shapes that distinctly distinguish the building from the linear street layout, elevate it fifty-seven feet above ground level. This design choice enables the horizontallyoriented industrial scenery to flow beneath the structure, while also permitting natural light to filter through to the street below.

The two slabs are angled to unaligne the separation from the New York City grid.

Operational windows with insulated glass units with performance Low-E coating.

W 13TH STREET

Piers are composed of pour-in-place, boardformed concrete.

Exposed concrete structure reduces use of exterior cladding. Mix design at superstructure replaces 30-35% of cement with slab.

Construction around the High Line and existing infrastructure increased density on the site.

Reclaimed materials from existing buildings helped cut material costs.

LITTLE W 12TH STREET

LEVEL 01 PLAN

WASHINGTON STREET

EXPLODED AXONOMETRIC

LEVEL 04-17 PLANS

LEVEL 18 PLAN

EAST ELEVATION

HIGH LINE PLAN

A NEW YORK MONUMENT

INSTITUTIONAL BUILDING

THIRD YEAR | FALL SEMESTER 2022

PROFESSORS CRYSTAL PORTILLO & VICTOR VIELMA

What does the future of design learning look like? Historically a small fraction of design education only dips its toes in an environment that inspires, educates, and acts as a catalyst for shaping a designers pedagogy. This is my forward-thinking proposal to what a satelite or mini campus can be.

Manhattan is a design force of nature, and my mini campus allows designers to immerse themselves in endless possibilities of design education and inspiration. We learn from the past and present, and look to what a future design education can be...

PERSPECTIVE FROM HIGH LINE

INTERIOR VIEW TOWARDS HIGH LINE

PHYSICAL MODEL

LEVEL 01 PLAN + SITE PLAN

LECTURE HALL PRIVATE STUDY PRIVATE STUDY LOBBY PRIVATE OFFICE PRIVATE STUDY PRIVATE STUDY PRIVATE OFFICE PRIVATE OFFICE PRIVATE OFFICE EGRESS STAIRS EGRESS STAIRS STUDIO STORAGE STUDY DIGIFAB COMPUTER LAB EGRESS STAIRS STUDIO STUDIO STUDIO WOMEN'S MEN'S JANITOR'S STUDY STUDY STUDY EGRESS STAIRS

PLAN

02 PLAN

PLAN LOUNGE EGRESS STAIRS GARDEN AREA PROGRAMMED BUILDING SECTION

LEVEL 03

LEVEL

LEVEL 04

CASA CUBO

MINIMALISTIC MODULAR LIVING

THIRD YEAR | SUMMER SEMESTER 2022

PROFESSOR DONNA FIROUZBAKHT

Casa Cubo brings minimalistic modular living to nature. Designed a modular home per the clients living requirements and chosing a remote site for the unit to be situated on.

INTERIOR RENDER SECTION A

INTERIOR RENDER

LEVEL 01 PLAN NORTH ELEVATION SOUTH ELEVATION LEVEL 02 PLAN

SECTION B UP DN

B B

REFUGE

FOR AN ARCHITECTURE STUDENT

SECOND YEAR | FALL SEMESTER 2021

PROFESSOR JUAN CARLOS GOMEZ

The goal of this project was to create an optimal environment for an architecture student. The design comprises a studio flooded with natural light, a balcony area ideal for refreshing breaks, and a shaded outdoor area underneath the residence. The layout is derived from a grid system organized according to the Fibonacci sequence.