K&K APARTMENT
Instructor: Ramiro Diaz-Granados
Partner: Kimmy Van
Fall 2020
Locate at the heart of China Town, Los Angeles. The agenda is to create as slender and porous massings as possible to participate in the aesthetic realm of delicateness, fragility, and precariousness architecture. It is creating a section-active dwelling unit using a planar, faceted geometry to correspond to the site’s tectonic logic.
The units types should be loosely based on the various types discovered in the precedent pairing research. Consider how the volumetric units might tessellate into larger patterns that produce a textured or smooth massing effect.
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Type 1 Type 2 Type 3 (1)Site Plan (2)Units Exterior (3)Unit Layout Diagram (4)Unit Types Diagram (5)Site View (6)Main Entrance (7)Vertical Gargen (8)Unit Interior (9)Context Section (1) (9) (2) (3) (4) (6) (8)
THE GHETTO FILM SCHOOL
Instructor: Mira Henry Spring 2021
Locate at 7th and Hoover St, LA. The project is for the Ghetto Film school. The school is helping teach young filmmakers to develop their voices and give them a platform to tell their stories to the world, creating meaningful professional experiences and job placements for high school students and equipping students for top universities and careers in the creative industry.
The building design is based on the behind the scenes process of filmmaking. The green color is inspired by the green screens used in the process and by the beautiful quilt by Rosie Lee Tompkins. The building arranges to emphasize the site location by providing flow and outdoor space.
7th Street Hoover Street
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(1)Site Plan (2)Ground Floor Plan (3)2nd Floor Plan (4)Third Floor Plan (5)Entrance View (6)Main Courtyard (7)Semi-private Courtyard View (8)Lobby View (9)Massing Diagram Scale : 1/32 = 1’ 0 Scale 1/16” = 1’ 0 PublicScreeningArea Reception Exhibition Large Scale 1/16” = 1’ Scale 1/16” = 1’ 0 Screening
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DESIGN DEVELOPMENT
Instructor: Pavel Getov; Scott Uriu; Jamey Lyzun
Partner: Anqui Wang; Brandon Brown; Kimmy Van; Yumin Zhang, Yuntung Liu; Chris Gonzales; Dalya Fall 2021
The course investigates issues related to the implementation of design: technology, the use of materials, systems integration, and the archetypal analytical strategies of force, order and character. Reviewing of basic and advanced construction methods, analysis of building codes, the design of structural and mechanical systems, environmental systems, buildings service systems. The intent of this course is to develop a cohesive understanding of how architects communicate complex building systems for the built environment and to demonstrate the ability to document a comprehensive architectural project and stewardship of the environment.
December 7, 2021
CONCRETE TOWER TIE BASE STRUCTURE 1 TOWER TIE BASE STRUCTURE ELEVATION 3 TOWER TIE BASE STRUCTURE PLAN 4 TOWER TIE BASE STRUCTURE 2 1" THICK BENT STEEL PLATE CONTINUOUSLY BRACING HSS8x8x1/2" STEEL BRACE FRAME CONCRETE TOWER CORE CONCRETE TOWER CORE TOWER TIE STEEL TUBE BRACING GUSSET PLATE SECONDARY WOOD DECKING CEMENT BOARD PRIMARY BEAM 4” STEEL STUDS (25 GAUGE) STEEL JOIST HAT CHANNEL GYPSUM BOARD 3-1/2” FIBERGLASS INSULATION 5/8” TYPE X GYPSUM BOARD 5/8” EXTERIOR BOARD (48” x RIGID INSULATION EXTERIOR ELASTOMERIC WATERPROOF HEADER LOW-E DOUBLE PRIMARY BEAM (12” x 6” x 1/2”) METAL SHEET 6” STEEL STUDS (25 GAUGE) CLADDING RAIL CLADDING RAIL WIRE MESH STEEL REBAR WEEP SCREED 3-1/2” FIBERGLASS INSULATION 5/8” TYPE X GYPSUM BOARD 5/8” EXTERIOR GYPSUM BOARD RIGID INSULATION EXTERIOR ELASTOMERIC WATERPROOF MEMBRANE WIRE MESH STEEL REBAR CONCRETE THERMAL INSULATION PROTECTION LAYER SECONDARY BEAM DOUBLE TOP TRACK PIPE WATERPROOF MEMBRANE STEEL DECKING HANGER ROD STEEL JOIST HAT CHANNEL GYPSUM BOARD WATERPROOF MEMBRANE WOOD DECKING CONCRETE WAFFLE RIB RAIN GUTTER A4 1 A4 3 A4 2 S1 December 7, 2021 of 29 STRUCTURE: CONCRETE CONCRETE STRUCTURE DIAGRAM 1 CONCRETE STRUCTURE ELEVATION 2 CONCRETE STRUCTURE PLAN 3 STEEL TOWER ROOF STEEL SHEAR WALL CONCRETE SHEAR WALL CONCRETE TOWER CORE CONCRETE STRUCTURAL STEEL TOWER ROOF STRUCTURE STEEL SHEAR WALL BRACING CONCRETE SHEAR WALL CONCRETE TOWER CORE CONCRETE STRUCTURAL 1" THICK STEEL GUSSET PLATE HSS8x8x1/2" STEEL CROSS BRACING HSS8x8x1/2" STEEL BRACE FRAME
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CONCRETE TOWER CORE S2 December 7, 2021 of 10 STRUCTURE: BASE STRUCTURE DIAGRAM STRUCTURE DETAIL CONTINUOUSLY WELDED MEMBERS: Anqi Wang Brandon Bown Chris Gonzales Dalya Bukhamseen Khanh Nguyen Kimmy Van Salih Albarrak Yongjie Qi Yumin Zhang Yuntung (Eunice) Liu A4 DATE: SCALE: SHEET: November 9, 2021 NTS 0F 10 PENCIL TOWERS CHINATOWN, LOS ANGELES INSTRUCTORS: Scott Uriu Pavel Getov CONSULTANTS: Matthew Melnyk Jamey Lyzun AS 3040 DESIGN DEVELOPMENT FALL 2021 WALL SECTION PLATE BEAM DECKING BOARD BEAM STUDS @ 16” O.C. CHANNEL BOARD FIBERGLASS GYPSUM EXTERIOR GYPSUM 8’) INSULATION ELASTOMERIC WATERPROOF MEMBRANE DOUBLE GLAZING SHEET FACADE STUDS @ 24” O.C. RAIL TO PUBLIC WAY LEVEL 32: 708 sf, OCC. TYPE: R 1:200 OCC. LOAD: 4 LEVEL 33: 352 sf, OCC. TYPE: R 1:200 OCC. LOAD: 2 LEVEL 35: 0 sf LEVEL 31: 1,056 sf, OCC. TYPE: R 1:200 OCC. LOAD: 6 LEVEL 30: 2,124 sf, OCC. TYPE: R 1:200 OCC. LOAD: 11 LEVEL 29: 1,408 sf, OCC. TYPE: R 1:200 OCC. LOAD: 8 LEVEL 28: 2,832 sf, OCC. TYPE: R 1:200 OCC. LOAD: 15 LEVEL 27: 1,408 sf, OCC. TYPE: R 1:200 OCC. LOAD: 8 LEVEL 26: 2,124 sf, OCC. TYPE: R 1:200 OCC. LOAD: 11 LEVEL 25: 1,408 sf, OCC. TYPE: R 1:200 OCC. LOAD: 8 LEVEL 24: 2,832 sf, OCC. TYPE: R 1:200 OCC. LOAD: 15 LEVEL 23: 1,232 sf, OCC. TYPE: R 1:200 OCC. LOAD: 7 LEVEL 22: 2,478 sf, OCC. TYPE: R 1:200 OCC. LOAD: 13 LEVEL 21: 704 sf, OCC. TYPE: R 1:200 OCC. LOAD: 4 LEVEL 20: 1,416 sf, OCC. TYPE: R 1:200 OCC. LOAD: 8 LEVEL 19: 880 sf, OCC. TYPE: R 1:200 OCC. LOAD: 5 LEVEL 18: 1,770 sf, OCC. TYPE: R 1:200 OCC. LOAD: 9 LEVEL 17: 880 sf, OCC. TYPE: R 1:200 OCC. LOAD: 5 LEVEL 16: 1,770 sf, OCC. TYPE: R 1:200 OCC. LOAD: 9 LEVEL 15: 1,232 sf, OCC. TYPE: R 1:200 OCC. LOAD: 7 LEVEL 14: 2,478 sf, OCC. TYPE: R 1:200 OCC. LOAD: 13 LEVEL 13: 1,408 sf, OCC. TYPE: R 1:200, OCC. LOAD: LEVEL 12: 2,832 sf, OCC. TYPE: R 1:200, OCC. LOAD: 15 LEVEL 11: 1,584 sf, OCC. TYPE: R 1:200, OCC. LOAD: LEVEL 10: 3,186 sf, OCC. TYPE: R 1:200, OCC. LOAD: 16 LEVEL 09: 1,584 sf, OCC. TYPE: R 1:200, OCC. LOAD: LEVEL 08: 3,186 sf, OCC. TYPE: R 1:200, OCC. LOAD: 16 LEVEL 07: 1,584 sf, OCC. TYPE: R 1:200, OCC. LOAD: LEVEL 05: 880 sf, OCC. TYPE: R 1:200, OCC. LOAD: LEVEL 04: 1,770 sf, OCC. TYPE: R 1:200, OCC. LOAD: LEVEL 03: 5,829 sf, OCC. TYPE: M 1:60, OCC. LOAD: 98 LEVEL 02: 8,207 sf, OCC. TYPE: M 1:60, OCC. LOAD: 137 LEVEL 01: 14,147 sf, OCC. TYPE: M 1:60, OCC. LOAD: 236 A9 EGRESS DIAGRAMS TO PUBLIC WAY PODIUM EGRESS PLAN TO PUBLIC WAY 3 GROUND EGRESS PLAN 2 EGRESS DIAGRAM 5 98 OCCUPANTS 0.3: 29.4" MIN. THIRD FL. PODIUM EGRESS STAIRS 4 2ND FL. PODIUM EGRESS STAIRS 1 2ND FLOOR MERCANTILE: 137 OCCUPANTS x 0.3: A16 Dalya Bukhamseen Khanh Nguyen Kimmy Van Yuntung (Eunice) Liu M2.2 UNIT HVAC _ 0F 10 PENCIL TOWERS LA PLUME TOWER AS 3040 DESIGN DEVELOPMENT FALL 2021 STAINLESS STEEL REBAR WOOD PANNEL FLOORING REINFORCED STEEL WAFFLE SLAB RANGE HOOD VENT PLUMBING SYSTEM COLD WATER PIPING WATER PIPING DRAINING SYSTEM BATHROOM FAN MINI SPLIT CONCRETE ELEVATOR SHAFT HOT WATER PIPING HEATED AIR FRESS AIR CONDITIONED AIR Anqi Wang Dalya Bukhamseen Khanh Nguyen Kimmy Van Yongjie Qi Yumin Zhang Yuntung (Eunice) Liu A1 SHEET NAME: MEGA CHUNK September 21, 2021 0F 10 PENCIL TOWERS CHINATOWN, LOS ANGELES CONSULTANTS: Matthew Melnyk Jamey Lyzun LA PLUME TOWER AS 3040 DESIGN DEVELOPMENT FALL 2021 Playing o of the bundling structure of Sears/Willis tower in Chicago, our project is an aggregation of 10 bundled towers that span up to 372 feet and 35 oors into the air A A B B C C D D G G H H J E & F E & F