Lawrence Y.
LAWRENCE YUAN
m.arch 2 2018.09-2020.09 M06C04 袁翰
format : pdf - two pages spread format : pdf - two pages spread
FS 2020 PORTFOLIO FS 2020 PORTFOLIO
M06C04 袁翰 STANDARD PORTRAIT 8”X10” FORMAT. DIGITAL_MONOGRAPH_MODEL-
“It is meant to help establish within each student an awareness of the role of portfolio in their own development and the essential nature of portfolio culture within the school and discipline.”
2018 SEP-2020 MAY PORTFOLIO SELECTED WORKS ::: FROM DESIGN STUDIO X APPLIED STUDIES X VISUAL STUDIES X INTERNSHIP
PORTFOLIO. SOUTHERN CALIFORNIA INSITUTE OF ARCHITECUTRE
SCI-ARC
Lawrence Y.
I N S T RUC T O R :
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COO R D I N AT O R :
L AW R E N C E _ Y UA N
#3-1 PORTFOLIO SELECTED WORKS
SCI-Arc WK3013 01.5
" 作品集 " 2gax_s3222_01_digital_portfolio 3gbx_s3444_01_digital_portfolio < 81778181314520 Lawrence Han Yuan
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M.2 20_3GBX 2018-2020 spring PORTFOLIO #3 2020 / MAY SELECTED WORKS _
TABLE OF CONTEN
01. PERSONAL_STATEMENT 02. SELECTED_WORKS #1 academic work: shaft: the block -parametric architecture design I
#3 academic work: ai assemblies -neural network & fabrication
#5 academic work: dd & documentation -library project dd documentation
#2 academic work: twist: tunnel -parametric architecture design II
#4 academic work: building envelope -envelope design
#6 academic work: atlanta library -forms of knowledge
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NTS. #7 professional work: fedora_apartment -fedora multi-family
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PERSONAL STATEMENT ::
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Lawrence Y. m.arch 2 2018.09-2020.09 M06C04 袁翰 FS 2020 PORTFOLIO FS 2020 PORTFOLIO
Lawrence Yuan is a master student currently studying in SCI-Arc’s March 2 program, pursuing advanced studies in architectural practice and new medium in design development. Lawrence Yuan earned a bachelor degree in Ming Chung University, Taiwan 2017, where he learned basic architectural knowledge and design skills. In 2018 he received an offer to come study at SCI-Arc for design technology development. He worked and studied at an educational community -Design Make Organization as an assistant researcher for design technology and material fabrication. Knowledge and techniques that practice digital-based architectural design, is how he wished to connect digitized designing tools to architecture in SCI-Arc. Lawrence’s interests lie in digital design and parametric design methods. He enjoys researching ways to practice and rationalize digitized architecture. He is dedicating to becoming a licensed architect.
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M.ARCH 2, SOUTHERN_CALIFORNIA INSTITUTE_OF ARCHITECTURE #2018-20 -architectural & structural design -parametric architecture design / 6
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m.arch 2 2018.09-2020.09 M06C04 袁翰 FS 2020 PORTFOLIO FS 2020 PORTFOLIO
SELECTED WORKS 2018-20
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PC I (Boolean Union) PC II (subtract)
Body Parts
Site Body
Body Parts PC II (subtract)
SHAFT: THE BLOCK ACADEMIC WORK
SCI-Arc 2020 Spring: Catia-3dexperience Software: Catia-3dexperience, Rhino Program: Parametric architectrual components design Instructor: Kerenza Hrris / 8
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m.arch 2 2018.09-2020.09 M06C04 袁翰 FS 2020 PORTFOLIO FS 2020 PORTFOLIO
PC I (Boolean Union)
Body Parts
PC II (subtract)
PARAMETRIC WORKFLOW
Site Body
SMART DESIGN In architecture practice today, performance and constructability are two of the most important factors in the design and delivery of a project. The creation and use of parametric geometry to create intelligent digital models that integrate and respond to specified sets of performance criteria offers a more holistic approach to design and its relationship to built form. 3DEXPERIENCE is the new version of CATIA.
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IMAGINE & SHAPE #V1 Utilizing Imagine & Shape to first create a simple set of 4 geometries that interlock to each other, then subdivide them into a more rigid shape that has stick-like extrusions to increase aesthetical tensity, also provide geometries for further parameters operation. In order to let the main body engage interaction with the site body, I create another set of subdivision surfaces, close them in Part Design and then subtract the site body that has a similar shape to the main body. In order to create an aesthetically coherent boolean-subtract operation, I extract the edges from the body parts and then create new subdivisions surfaces that follow these edges, and then turn them into 3 types of driver parts to sculpt(subtract) the main body.
Main Body
Site Body
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m.arch 2 2018.09-2020.09 M06C04 袁翰 FS 2019 PORTFOLIO FS 2019 PORTFOLIO
Driver Parts TypeB
Driver Parts TypeC
Driver Parts TypeA
Driver Parts TypeB Driver Parts TypeC Driver Parts TypeA
Driver Parts TypeA
Driver Parts TypeB
Driver Parts TypeC
Driver Parts TypeB
Boolean-Subtract Driver Parts Count: Type A Face Count 16-20, length 20-25m : 21 Type B Face Count 12-15, length 12-19m : 44 Type C Face Count 8-11, length 6-11m : 22
Driver Parts TypeA
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Selected Driver parts
INPUTS AND OUTPUTS OF POWERCOPY I Power Copy I logic I select a portion of driver parts to be the inputs geometry for PowerCopy I, I then extract edges from driver parts as input lines to first create perpendicular planes, and then draw a base sketch that is intersecting with the input lines, then create a second sketch to be as the profile for sweep, lastly, instantiate this as powercopy to create a layered looking geometry.
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Body Parts
Lawrence Y.
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m.arch 2 2018.09-2020.09 M06C04 袁翰 FS 2019 PORTFOLIO FS 2019 PORTFOLIO
INSTANTIATED POWERCOPIES #1
PC Inputs: Planes
PC Inputs: Lines
Extraced Edges as Inputs
PC Outputs: Intersected Points Selected Driver Parts
PC Outputs: Boudary Sketch PC Outputs: Base Sketch PC Geometry
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INSTANTIATED POWERCOPIES #2 Instantiated PC
Instantiated PC
PC Inputs: Attractor Points
PC Instantiation
Distance: 10m
Distance: 21m
Body Parts
PC I Relations: min(distance(`01\OUTPUT\Sweep`,`AP` )*0.25,1.3)
PARAMETRIC INSTANTIATION Define a relation of the distance between Attractor Point and Boundary Sketch, to create parametric variations in the shape of instantiated PCs, then boolean-add the PCs to the body parts to create a composition.
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m.arch 2 2018.09-2020.09 M06C04 袁翰 FS 2019 PORTFOLIO FS 2019 PORTFOLIO
Instantiated PC
Instantiated PC
PC Inputs: Attractor Points
PC Inputs: Planes PC Inputs: Lines PC Outputs: Intersected Points PC Outputs: Boudary Sketch PC Outputs: Base Sketch
Instantiated PC
Body Parts
Section
Axon
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Thrusters PC Subtracted Body Parts
PC II Driver Parts
Body Parts
Power Generator Navigation Station/Control Room
Entertainment Lounge
Computer Hub
I create another set of parts to be the inputs geometry for PowerCopy II, which also use the extracted edges as input lines to generate perpendicular planes, then base sketches intersecting with the input lines, and sweep out geometry with secondary sketches, lastly, but in order to boolean-subtract with the body parts, I use the unclosed curve to sweep then fill two sides to create a closed surface for carving out the body.
Sleeping Cabin
Atmospheric Processor
Engines/Gears
POWER COPIESâ&#x20AC;&#x2122; LOGIC
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Lawrence Y. m.arch 2 2018.09-2020.09 M06C04 袁翰 FS 2019 PORTFOLIO FS 2019 PORTFOLIO
SPACE CRAFT #1 Shaft is designed to accommodate astronauts and carrying freight from a place to another, shaft attaches magnetic anchors to the end side of each container/hub, which can be used with the thrusters to either shove in or snap-on rocks/planet surfaces. The radial long-feet and the multi-directional interior decks are designed to easily adapt landing in any kind of terrain/surface. The hubs and lounges are for pilots, engineers, and other passengers’ relief. Parametric Instantiation Define a relation of the distance between Attractor Point and Boundary Sketch, to create parametric variations in the shape of instantiated PCs, then boolean-subtract the PCs to the body parts & the site body to create tunnel-like cuts.
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TWIST: TUNNEL ACADEMIC WORK
SCI-Arc 2020 Spring: Catia-3dexperience Software: Catia-3dexperience, Rhino Program: Parametric architectrual components design Instructor: Kerenza Hrris / 18
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Lawrence Y.
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m.arch 2 2018.09-2020.09 M06C04 袁翰 FS 2020 PORTFOLIO FS 2020 PORTFOLIO
PARAMETRIC WORKFLOW SMART DESIGN In architecture practice today, performance and constructability are two of the most important factors in the design and delivery of a project. The creation and use of parametric geometry to create intelligent digital models that integrate and respond to specified sets of performance criteria offer a more holistic approach to design and its relationship to built form. 3DEXPERIENCE is the new version of CATIA.
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Constraint: Coincidence Base Spline + Base Sketch
Profile Guide Curve For Sweep/Loft
Base Point Profile: Boundary Line
Sweep/Loft Surface
Base Point
Attractor Point
Instantiated PowerCopy.1
Instantiated PowerCopy.2
Instantiated PowerCopy.3
Instantiated PowerCopy.4
Instantiated PowerCopy.5
Input: Base Splines: Base Spline.1 ~ Base Spline.3 Base Planes: Base Plane.1 ~ Base Plane.20 Base Points: Base points.1 ~ Base points.6 Output: Base Sketch Constraint: Coincidence With Base Plane 2D Boundary Sketch: normal to “Base Sketch”’s edge Sweep: Sweep On Base Sketch With 2D Boundary Sketch
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Lawrence Y.
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m.arch 2 2018.09-2020.09 M06C04 袁翰 FS 2019 PORTFOLIO FS 2019 PORTFOLIO
POWERCOPY: INSTANTIATION INPUT Each PC is placed on an input plane. are 40 planes in each variation. PCs splines and planes as needed. Each PC is placed on an input plane. are 40 planes in each variation. PCs splines and planes as needed.
There share There share
Relations: Attractor Point: Point.AP //Formula: min(distance(`INPUT\”Base Plane”` ,`INPUT\Point.AP` )*0.045,0.7)
Spline Anchor Points
Single PowerCopy
Shared Splines.1 Shared Splines.2
Spline Anchor Points
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Instantiated PowerCopy.
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Spline.6 Spline.5 Spline.4
PC.1 2D sketch Boundary Base Sketch
PC.2 2D sketch Boundary Base Sketch
VARIATION DESIGN LOGIC Shared input A: Each variation is composed of 3 different geometries, each two of the inputs are sharing two same splines. Shared input B: All variations are sharing a set of 40 “Base Plane” as input, some “Base Planes” are hosting 3 geometries, while some only have 1.
input I: Base Splines: Base Spline.4 ~ Base Spline.6 Base Planes: Base Plane.21 ~ Base Plane.40 Base Points: Base points.7 ~ Base points.12 input II: Base Splines: Base Spline.7 ~ Base Stpline.9 Base Planes: Base Plane.41 ~ Base Plane.60 Base Points: Base points.13 ~ Base points.18 Attractor Point: Each PC contains a 2D sketch boundary that changes shape depending on how far is it from the attractor point.
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Base Point.8 Base Point.9
Base Point.7
Lawrence Y.
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m.arch 2 2018.09-2020.09 M06C04 袁翰 FS 2019 PORTFOLIO FS 2019 PORTFOLIO
Instantiated PowerCopy.6 point.AP Instantiated PowerCopy.7 PC.3 2D sketch Boundary Base Sketch
Instantiated PowerCopy.8
Instantiated PowerCopy.9
PC.4 2D sketch Boundary Base Sketch
Instantiated PowerCopy.10
Spline.9
Instantiated PowerCopy.11 Spline.8 Spline.7
Instantiated PowerCopy.12 Instantiated PowerCopy.13 Instantiated PowerCopy.14
Base Point.8 Base Point.9
Instantiated PowerCopy.15
point.AP Base Point.7
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TWISTED TUNNEL Each PC is placed on an input plane. There are 20 planes in each variation. Each PCâ&#x20AC;&#x2122;s geometry varies depend on differnt base sketches controlled by the 3 splines.
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Lawrence Y. m.arch 2 2018.09-2020.09 M06C04 袁翰 FS 2019 PORTFOLIO FS 2019 PORTFOLIO
Shared input : All variations are sharing a set of 40 “Base Plane”as input, some “Base Planes” are hosting 2 geometries, while some only have 1. Output: Base Sketch /Constrained 2D Boundary Sketch /2D Boundary Sketch - Sweep/Loft. Output: Base Sketch /Constrained 2D Boundary Sketch /2D Boundary Sketch - Sweep/Loft
PERSPECTIVE RENDERING V2
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AI ASSEMBLIES ACADEMIC WORK SCI-Arc 2019 Fall: AI Assemblies Software: Rhino, Grasshopper, Python Program: Relativistic average SGAN, Robotic assemblies Instructor: Casey Rehm / 26
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Lawrence Y.
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m.arch 2 2018.09-2020.09 M06C04 袁翰 FS 2020 PORTFOLIO FS 2020 PORTFOLIO
NEURAL NETWORK & FACRBICATION 64-3D-RASGAN This project leverages “relativistic average standard generative adversarial network” (RaSGAN) in combination with robotic assembly algorithms, in order to develop a semi-automated MDF structural 3d models, also explores the possibilities in machine learning and architectural fabrication and how can this production-mode create non-human forms and texture simultaneously.
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M.2 19_3GA/BX 2019_sep-dec SCI_ARC_3GBX 2020 / SPRING APPLIED STUDIES _
Pattern model 1,2,3
Extrusion nodes
The first step is to utilize python to create 2D structural patterns that inherently support itself, therefore the patterns shift every two layers which creates interlocking effects by using only one pattern. Secondly, through combining with another script to generate points from intersections in order to voxelate models with the pattern.
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Lawrence Y.
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m.arch 2 2018.09-2020.09 M06C04 袁翰 FS 2019 PORTFOLIO FS 2019 PORTFOLIO
PANELS PATTERN + MESH VOXELATION
Pattern
Voxelated Mesh Object
Voxelation
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Output Objs
3D-GRAPHS Relativistic 3D 64-3D-RaSGAN
Generative
Adversarial
Network:
By training this neural network with architectural chunks, this workflow experiments different numbers of epochs to train, and different sizes of the batch, in order to obtain the best three-dimensional results. Also, utilizing another script to convert the NumPy file into OBJs file which becomes a generative workflow.
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Input Objs
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Lawrence Y. m.arch 2 2018.09-2020.09 M06C04 袁翰 FS 2019 PORTFOLIO FS 2019 PORTFOLIO
Obj convertor
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Axon view
Input (elevation)
COMPOSITION & TEXTURE By using Robotic arms to assemble panels separately after applying the mentioned pattern panelization and voxelization process, it creates a 3d composition which is used to train another neural network ”CycleGAN”, which is an implementation for image-to-image translation.
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Lawrence Y.
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m.arch 2 2018.09-2020.09 M06C04 袁翰 FS 2019 PORTFOLIO FS 2019 PORTFOLIO
Preparation of resizing the input images.
Output (texture)
By training elevations of the composition with images of regular build elevations, CycleGAN creates outputs for target images(composition’s elevation) that are being used here as texture, we are trying to generate results that fit the outline of the model best.
STYLE-TRANSFERRED TEXTURE
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BUILDING ENVELOPE TRANSFORMATION ACADEMIC WORK
SCI-Arc 2018 Fall: Advanced_materials_and_tectonics Software: Rhino, Cinema4D, Grasshopper Program: Building facade desgin Instructor: Maxi_Spina & Randy_Jefferson In collaboration with: Xin Liu, Giaoyue Zhao, Zepeng Gao / 34
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Lawrence Y. m.arch 2 2018.09-2020.09 M06C04 袁翰 FS 2020 PORTFOLIO FS 2020 PORTFOLIO
TWISTED LOUVER BLADES FACADE SYSTEM DESIGN The Elbphilharmonie Hamburg has gained its recognition from its glazing façade’s delicate curved glass, pre-fabrication process, and the precision of tectonic components. At the same time, the heavily weighted glasses and their responding structures restrict not only the size but also the curvature of glass panels and the possibilities of openings. Over-budget has also been an issue of using a massive amount of glass panels.
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LOUVER BLADE TRANSFORMATION #1 / 36
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PARAMETRIC CONTROL STRATEGY Therefore, our aim is to keep the translucence and wavy feature of the original façade while increasing the degree of protrusion and to parametrically control panels from design, rationalization, fabrication to construction, and give variants to facade’s transparency to correspond with a variety of interior functions. Plexiglass or so-called acrylic sheeting is chosen as lightweight and flexible material to achieve the transformation. The plexiglass windows have 17 times the impact strength than that of traditional glass, which means stronger self-supporting ability. In addition, it is preferably flexible so we then create a comprehensive design strategy to control shadow transition effects by making glasses into louver blades then rotating them in response to different exterior conditions or interior spaces.
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CURVED ACRYLIC FACADE PANELS TYPE A 01 02
We create various semi-outdoor spaces with the exactly performed twisted louver blades, the weather will not limit openings anymore. Moreover, the original faรงade aesthetic relying on chrome dots coating now can as well be continued and developed along with the acrylic glass patterns. The design strategy also allows us to fabricate the glass panels efficiently, by repeating modules with different patterns, both construction and visual effect can be accomplished methodically.
03
04
Also, by giving spaces between slabs and the faรงade structures, vertical space continuity is increased, as well as ventilation and control over glazing in this doubled layer window faรงade system.
05 06
07
08
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01. UV resistant acrylic sheeting 02. glass louver blades 03. steel attachment & profiles with hollow aluminum blade holders 04. cage structure with standoffs for acrylic panels 05. oak wood plank flooring 06. steel framed flooring system with w18 i-beam secondary structure
Lawrence Y.
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m.arch 2 2018.09-2020.09 M06C04 袁翰 FS 2020 PORTFOLIO FS 2020 PORTFOLIO
a01 a05
a04
a03
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07-2
08-2
11-2
12-2
09-2 10-2
13-2
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01
02
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FACADE PANELS #V2 SE ISOMETRIC VIEW 45°
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01. connector slots 02. aluminum glass mullion with rubber gaskets 03. glass railing with handrail 04. steel profiles 05. solid security bar 06. steel attachment with hollow aluminum blade holders 07. gradient chromatic dots 08. glass louver blade 09. vertical fin support columns 10. aluminum glass mullion with rubber gaskets 11. connectors slots 12. steel profiles 13. support columns connector 14. sill inlay 15. weather seal 07-2. glass louver blade 08-2. aluminum glass mullion with rubber gaskets 09-2. sill inlay 10-2. weather seal 11-2. steel profiles 12-2. solid security bar 13-2. steel attachment with hollow aluminum blade holders
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DESIGN DEVELOPMENT ACADEMIC WORK
SCI-Arc 2020 Spring: Design development & documentation Software: Rhino, AutoCAD, Advenced steel, Cinema4D Program: Design developement drawings, 3d modeling and animation Instructor: Herwig Baumgartner & Brian Zamora In collaboration with: Giovanna Lima, Hou Sheng Wang, Jui Cheng Hung, Linzi Ai, Ovgu Nurozler, Pin Chih Liao, Saleh Jamsheer, Yifan Wang / 42
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Lawrence Y. m.arch 2 2018.09-2020.09 M06C04 袁翰 FS 2020 PORTFOLIO FS 2020 PORTFOLIO
ATLANTA LIBRARY II DD DOCUMENTATION COURSE DESCRIPTION {description} This course focuses on construction systems, building technology, the use of materials, and system integration. The course comprises a review of basic construction methods, analysis of building codes including occupancy and life-safety issues, the design of structural and mechanical systems, and the basic principles of sustainable design. Studio projects from the previous semester are developed, focusing on the detailed design of a zone of the building in terms of the resolution of its structural system and of a building envelope using three-dimensional modeling as well as drafting. Drawings at various scales are produced to introduce students to the language and standards of details, wall sections, and overall building representations, culminating in a comprehensive package of drawings. The course also introduces students to the basics of cost control including life-cycle costs. Students receive the Emerging Professional’s Companion along with updated Intern Development Program (IDP) information.
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CONSTRUCTION METHOD & STURCTURE Construction Process(in order): Site debris cleared, soldier piles at the site boundary and lagging, concrete shoring between soldier piles, concrete slab poured, concrete foundation wall and waterproofing, shear wall and foundation columns built, concrete slab for the courtyard and building base poured, concrete core frame construction, surrounding concrete column, beams, and slabs attached construction, steel plate shores on concrete footings for HP24x306 columns, phased implementation of HP24x306 columns, horizontal trusses attached to concrete frame and HP24x306 columns, steel frame structure & steel column attachment, steel frame floor with vertical trusses formed, concrete structure & steel frame attachment, secondary steel HSS components attached to the steel frame, steel deck placed, steel columns foundations on a concrete structure, steek beams attached to concrete columns with intermediary steel plate footings.
Secondary HSS steel components
Concrete & steel roofing
Steel floor decks
Steel column foundations Steel frame
Horizontal trusses & concrete frame Steel plate shore on concrete footings Concrete core
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Steel beams are attached to concrete columns with intermediary steel plate footings, structural glass core are then constructed, and lastly, the concrete and steel roofing structure, along with secondary HSS steel components on top of the roof, continuing the vertical structure from the base.
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Lawrence Y. m.arch 2 2018.09-2020.09 M06C04 č˘ çż° FS 2019 PORTFOLIO FS 2019 PORTFOLIO
Steel Columns
Steel floor decks
Cladding substructures
Steel frame Diagonal bracing
The Cladding carrier channel mullions attach to the steel frame with cladding carrier bracket units at 25 fr intervals. They attach to mullions above and internal sleeves below. The Stick system relies on frame members to carry all loads acting on the cladding. For installation: the panels are fit up to 1.5~9 m in size.
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LED embbed FRP cladding
Transparent PV panels FRP,4.8mm cladding
Transparent PV panels PV panels substructures Concrete
Cladding structure
ENVELOPE Transparent Solar Cell MIT currently conducts research on transparent solar cells that will eventually lead to transparent solar panels. These cells absorb only infrared and ultraviolet light. Visible light passes through cells impeded, thus making panels seem transparent to us.
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LED embbed FRP cladding
Translucent FRP panels
FRP,4.8mm cladding
Steel frame
Cladding substructures
CLADDING TECTONICS #1
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CLADDING TECTONICS #2 The aluminum profiles frame strengthen layers of glass fiber after lamination. The cladding carrier brackets can be applied to almost any facade type. Concealed fix(mechanical and structural bonding) and visible fix solutions are available for vertical and horizontal cladding. FRP is perhaps the best solution for translucent paneling for four reasons: energy, durability, aesthetics, and compliance. The percentage the PV can provide: Gross area of the G-smatt glass facade: 32450110 square inch. Total units used on the facade: 3298square in. / 32450010 square in. = 9840 units LED cose: 9840 units x 0.2256kWh = 2219.9kWh/ day PV provides: 645178 kWh/an / 365 days = 1767.6 kWh/ day 1767.6 kWh/day / 2219.9 kWh = 79.6%
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3mm Aluminum panel
Water proofing membrane Aluminium panel with insulation
Horizontal rail Aluminium bracket Aluminium frame FRP,4.8mm
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Lawrence Y. m.arch 2 2018.09-2020.09 M06C04 袁翰 FS 2019 PORTFOLIO FS 2019 PORTFOLIO
G-glass is a laminated glass product. It is composed of a 4mm base glass coated in fluorine tin oxide(FTO) which is both conductive and transparent.
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Inner pulley system Plate connection Wheel alignment Back plate Rotation axis support
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Lawrence Y. m.arch 2 2018.09-2020.09 M06C04 袁翰 FS 2019 PORTFOLIO FS 2019 PORTFOLIO
MAGNETIC ELEVATOR The “pods” are located within the vertical towers of the library. They are used to transport visitors to the top of the library for a non-obstructed view, this elevator maintains its vertical axis as it ascends on a curved tack through a multi-axis support mechanism that runs along with a series of interwoven tracks.
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M.2 19_3GA/BX 2019_sep-dec SCI_ARC_3GAX 2019 / FALL DESIGN DEVELOPMENT _
FIRE RATINGS Stories: 18, height: 290’-0”, sprinkled: yes, construction type: 1A per table 503, fire resistance per table 601, exterior bearing walls: 3 hours, interior bearing walls: 3 hours, non-bearing walls: 0 hours, floor: 2 hours, roof: 1.5 hours. For the materials, it has class A or B roof covering, 2 1/4” (57) perlite concrete slab reinforced with wire mesh, 1 1/4”(31.8mm) deep steel roof deck supported on individually protected steel framing, and are 2-hour or 3-hour fire-resistance rating, For the bearing walls, are using solid concrete, varies from 2.5” to 7” in face to face finish thickness.
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Lawrence Y. m.arch 2 2018.09-2020.09 M06C04 袁翰 FS 2019 PORTFOLIO FS 2019 PORTFOLIO
AC SYSTEM #A1,2 Cooling towers on 16th & 17th floor, chiller on 1st and B1 floor, AHU A on 14-17 floor, 8-13 floor, AHU B on 18-20 floor, 14-17 floor, 8-13 floor, AHU C on 5-7 floor, 1-4 floor. CHW flow (6-8 °C) comes out fomr AC handling units (green), and returns as CHW (1214 °C) back to AC handling units (green), condenser water(35 °C) returns and redistribute as condenser water(28 °C). Outdoor air intakes are coming into the building through AC ducts and diffusers on 1-4 5-7 8-13 14-17 floor, also exhaust flow to outside through the units.
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M.2 20_3GBX 2018-2020 spring SCI_ARC_2GBX 2019 / SPRING DESIGN STUDIO _
ATLANTA LIBRARY ACADEMIC WORK
SCI-Arc 2019 Spring: Generative morphologies design studio Software: Rhino, Keyshot Program: Library design Instructor: Elean_Manferdini In collaboration with:Kshitij Bhende / 54
digital_monograph_model
SCI-
-Arc
Lawrence Y. m.arch 2 2018.09-2020.09 M06C04 袁翰 FS 2020 PORTFOLIO FS 2020 PORTFOLIO
FORMS OF KNOWLEDGE DIGITAL REPOSITORY The primary purpose of a library is to store and exchange information through a medium to the user. Space where a large amount of information is stored and the user can absorb and exchange information. Because the books are being replaced by new technologies, the future of the library will not consist of any books anymore. Instead, the user will obtain knowledge through different means of virtual and interactive media.
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ATLANTA LIBRARY #V1 This library is focusing on implementing new possible technologies on information searching and display. Starting from future library patronsâ&#x20AC;&#x2122; personal data, the library would obtain personal information through biometrical sensing machines, afterward, the results of searching will be more precise and will be able to respond to physical reactions with the help of new technologies. For instance, neuroscience can detect and measure even emotion. Biometric technology has always been regarded as the highlight of data confidentiality, such as fingerprint recognition, iris recognition, we will soon be using these techniques for digital analytics. The display of any kind of information in this library will be using holography screens instead of monitors, so the working interface would shift from desk and computers into larger rooms and walls.
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digital_monograph_model
This library will consist of a huge collection of holographic displayed objects, materials, and textures. The user will actually get to experience the aesthetic, materiality, and the scale of the respective object or the data.
-Arc
Lawrence Y. m.arch 2 2018.09-2020.09 M06C04 袁翰 FS 2019 PORTFOLIO FS 2019 PORTFOLIO
The library space can be classified into Satellite Control Center, Holographic Projection space, Biometric Space, and Photogrammetry.
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CUTAWAY AXONOMETRIC #1
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Lawrence Y.
-Arc
m.arch 2 2018.09-2020.09 M06C04 č˘ çż° FS 2019 PORTFOLIO FS 2019 PORTFOLIO
INTERIOR CHUNKS Moreover, the library will have miscellaneous features of photogrammetry and 3D printing objects. Because the technique of reproducing subjects is mature enough for people to study the replica, so in the library, shops and fabrication sections would provide equipment for a variety of materials and textures to research. The form is derived considering the server room acting as the cerebrum of the library. The rest of the spaces are designed and placed depending on the location of the server room.
+47.98 m +47.98 m +43.98 m
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M.2 19_3GA/BX 2019_sep-dec SCI_ARC_2GBX 2019 / SPRING DESIGN STUDIO _
+47.98 m
+43.98 m
+38.33 m
+33.71 m
AAâ&#x20AC;&#x2122; SECTION #1
+16.56 m
Since the building will consist of no books and entirely dependent on computers and screens, the building is discouraged from natural light directly entering into the building. The materials of the building will consist of a combination of dark-tinted glass and opaque materials like marble. The glass will have a subtle texture over it to control the natural light and make the building more of a softer lighting style.
+0.00 m
Holography is a photographic technique that records the light scattered from an object and then presents it as three-dimensional. The Library will consist of a huge collection of holographic displayed objects, materials, and textures, in order to simulate and display the information.
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+11.55 m
-Arc
INTERIOR CHUNKS.
Lawrence Y. m.arch 2 2018.09-2020.09 M06C04 袁翰 FS 2019 PORTFOLIO FS 2019 PORTFOLIO
6F FL
The library is a space where a huge amount of information is stored and the user can absorb and exchange information.
7TH FLOOR PLAN
SECTION :1/16"=1'-0"
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GROUND FL
M.2 20_3GBX 2018-2020 spring PROFESSIONAL WORKS 2019 / SUMMER - WINTER FAS_INTERNSHIP _
FEDORA APARTMENETS PROFESSIONAL WORK
fAS 2019 Summer/ Winter Intership Software: Revit, Rhino Program: Multi-family, SD,DD Phase Design Director: Graham Ferrier Lead Designer:Jared Lanctot,Ryan Gayag / 62
digital_monograph_model
SCI-
Lawrence Y.
-Arc
m.arch 2 2018.09-2020.09 M06C04 č˘ çż° FS 2020 PORTFOLIO FS 2020 PORTFOLIO
INTERNSHIP WORKS CONCEPT In a city where housing is defined as a crisis, the value in development of Los Angeles multi-family projects is invaluable. Some antidotes have emerged in an attempt to pave the way for both economic and social benefit: 1. opportunity zones 2. transit-oriented development communities (TOC). The project located on Fedora street aims to take advantage of such aid while exposing site-specific conditions that both impact development value and provocative living experience.
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FEDORA APT. #V1
M L K
J
IM L K
J
I
H
1894
B1
B1
340
B1
287
288 1894
B1
285
286 340
289 B1
242
F
H E.1 EG
1 A403
1 1 A402 A401
1 A401
The tread away from buying real estate, and the out-dated American dream to possess a yard, is opened up by this project. Through an umbilical connection between double-height common areas, to the uppermost roof deck, the project is a simple geometric box that generates co-habitual “park” for all residential use. From fire pits, trees, dog runs, and a bocce ball court, this apartment building creates a sense of place for a modern age of living.
G
B4
290
B1
1 A403
1 A402
287
288
276
B1
285
286
B4 273
B1
289
290
270
35
36
B1
35
OPEN TO BEYOND 165
OPEN TO BEYOND
165 305
63
B1
15
305
14
13 63
15
14
13
269 1524
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FOR REVIEW ONLY: NOT FOR CONSTRUCTION
FOR REVIEW ONLY: NOT FOR CONSTRUCTION
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B1
1524
07
#V1
E.1
242
36
B1
F
Lawrence Y.
-Arc
m.arch 2 2018.09-2020.09 M06C04 袁翰 FS 2020 PORTFOLIO FS 2020 PORTFOLIO
PROJECT
D
C
B
A
FMU 1047/ 1053 Fedora Street Los Angeles, CA 90006
1 A404
CLIENT
1047 Fedora Flats, LLC 9701 W. Pico Blvd, #201A Los Angeles, CA 90035 ARCHITECT
2' - 1 1/2" 1935
ALUMINUM WINDOWS NATURAL FINISH
10' - 8 1/8"
CORRUGATED PERFORATED METAL PANELS METAL SALES MODEL NUMBER T2630
07 ROOF 64' - 4 1/2"
CONSULTANTS STRUCTURAL ENGINEER
06 APTS 53' - 8 3/8"
3679 Motor Ave, Suite 201 Los Angeles, CA 90034 t. +1.310.838.1325 f. +1.310.838.1326 joseph@jnstructural.com
05 APTS 43' - 8 3/8"
1X8 CYPRESS WOOD SIDING CHANNEL RUSTIC PATTERN BLUE LABEL PENOFIN OIL FINISH
MEP ENGINEER
04 APTS 33' - 8 3/8"
7123 Remmet Ave Canoga Park, CA 91303 t. +1.818.999.0415 f. +1.818.999.0215 richard@c-e-g.com
9' - 3"
ACRYLIC STUCCO FINE SAND FINISH OMEGA 9227 SHARK GREY
10' - 0"
ALUMINUM WINDOWS NATURAL FINISH 1794
JN ENGINEERING INC.
10' - 0"
1945
2404 Wilshire Blvd Suite 4E Los Angeles, CA 90057 t. +1.213.805.8003 f. +1.310.943.0345 studio@ferrierstudio.com
08 ROOF DECK 66' - 6"
CIVIL ENGINEER
8' - 9 3/8"
03 MEZZANINE 24' - 5 3/8"
10' - 0"
03 APTS 15' - 8" 1766
STAMP
11' - 2"
02 APTS (PODIUM) 5' - 8"
01 PARKING/ APT LEVEL 200' - 6"
No.
0 2' 4'
8'
16'
PHASE:
ELEVATION GENERAL NOTES 1. KEYNOTES ARE SPECIFIC TO THE DRAWING IN WHICH THEY RESIDE. ALPHABETICAL PREFIXES IDENTIFY DRAWING APPLICABILITY
KEYNOTE LEGEND
DATE:
KEY
SCALE:
KEYNOTE TEXT
Description
PROJECT #:
Date
2019003 50% DD AUGUST 1,2019
1/8" = 1'-0"
2. DO NOT SCALE FROM DRAWING.
4. SPOT ELEVATIONS NOTED ARE FOR REFERENCE ONLY AND CONSITENT ACROSS ENTIRE FLOOR PLATE UNLESS NOTED OTHERWISE. FIELD VERIFY EXISTING CONDITIONS AND NOTIFY ARCHITECT IN CASE OF DISCREPANCY.
BUILDING ELEVATION EAST
5. ALL DOWNSPOUTS TO DRAIN TO EPIC PLANTERS, SEE CIVIL DOCUMENTS.
A304
8/6/2019 12:47:11 PM
3. GRID REFERENCES AND DIMENSIONS ARE INDICATED FOR REFERENCE ONLY VERIFY ALL ACTUAL LOCATIONS IN THE FIELD.
On the basis of the original facade(elevation), I re-design the facade as an alternative approach that emphasizes the interaction between void and mass and create an aesthetical language that connects every different part of the building.
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FOR REVIEW ONLY: NOT FOR CONSTRUCTION
PROFESSIONAL WORKS 2019 / SUMMER - WINTER FAS_INTERNSHIP _
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-Arc
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PROJECT
12
11
10
9
8.1 8
7.1
7
6
5.1 5
4
3.1 3
2.1 2
FMU
1
1047/ 1053 Fedora Street Los Angeles, CA 90006 1 A405
1 A406
CLIENT
1047 Fedora Flats, LLC LADBS HEIGHT MAX 292' - 6"
9701 W. Pico Blvd, #201A Los Angeles, CA 90035 ARCHITECT
COMMON SPACE
W1
6 04 S F
6 98 S F
STUDIO
CORRIDOR
F4
4 08 S F
W4 W4
2 BEDROOM
2 BEDROOM
29
91 5 67 S F
STUDIO
CORRIDOR
4 08 S F F4
31
90
4 18 S F
4 96 S F
05 APTS 43' - 8 3/8"
W4
F5
23 1 05 1 SF
F4
2 BEDROOM
150
STUDIO
20 4 09 S F
W1
R1
2 BEDROOM
9
10
3 90 S F
4 20 S F
03 APTS 15' - 8"
STAMP
W1
F2
4 67 4 SF
02 APTS (PODIUM) 5' - 8"
T/R W11
1 12 S F
LT BIKES
W11
11' - 2"
W11
LOBBY 4 74 S F
3 35 S F
F1
LOBBY 1 55 S F
PARKING LEVEL -01
AVG GRADE PLANE 199' - 5 1/32"
9' - 9"
7' - 9"
9' - 1"
1 64 8 39 4 SF
8' - 11"
F2
PARKING LEVEL -01
01 PARKING/ APT LEVEL 200' - 6"
20' - 11"
PARKING LEVEL 01
10' - 8 3/16"
W11
CIVIL ENGINEER
W4
W4
W4
10' - 0"
B2
03 MEZZANINE 24' - 5 3/8"
STUDIO
19 5 08 S F F4
7123 Remmet Ave Canoga Park, CA 91303 t. +1.818.999.0415 f. +1.818.999.0215 richard@c-e-g.com
8' - 9 3/8"
1 BED
190
04 APTS 33' - 8 3/8"
W4
W4
3 A421
F5
MEP ENGINEER
75' - 0"
F4
W4
B2
JN ENGINEERING INC. 3679 Motor Ave, Suite 201 Los Angeles, CA 90034 t. +1.310.838.1325 f. +1.310.838.1326 joseph@jnstructural.com
F4
W4
30
4 39 S F
40 4 18 S F
CONSULTANTS STRUCTURAL ENGINEER
06 APTS 53' - 8 3/8"
9' - 3"
4 39 S F
07 ROOF 64' - 4 1/2"
F4
W4
39
B1
2' - 1 1/2" 92 5 67 S F
2 BEDROOM
38
CORRIDOR
49 4 18 S F
W4 W4
2 BEDROOM
STUDIO
48 4 08 S F
10' - 0"
F4
10' - 8 1/8"
2 BEDROOM
47 4 39 S F
2404 Wilshire Blvd Suite 4E Los Angeles, CA 90057 t. +1.213.805.8003 f. +1.310.943.0345 studio@ferrierstudio.com
08 ROOF DECK 66' - 6"
10' - 0"
2 BEDROOM
STR WOOD FRAME MAX HEIGHT 70' - 8" FIRE MAX HEIGHT 273' - 6"
W1
R3
60' - 10"
W1
FIRE ACCESS 198' - 6"
1 64 8 39 4 SF
-01 PARKING LEVEL 190' - 9" ELEV PIT -20' - 3"
No.
0 2' 4'
GENERAL NOTES
8'
16'
PHASE:
KEYNOTE LEGEND
DATE:
KEY
SCALE:
KEYNOTE TEXT
Description
Date
2019003
PROJECT #:
50% DD AUGUST 1,2019
1/8" = 1'-0"
1. DO NOT SCALE FROM DRAWINGS 2. KEYNOTES ARE SPECIFIC TO THE DRAWING THEY ARE TAGGED IN 3. ALL MECHANICAL MEZZANINE FLOORS ARE MARK F6 U.N.O.-SEE A807
BUILDING SECTIONS
4. ALL INTERIOR PARTIONS ARE MARK W5 & W6 U.N.O.-SEE A806
A403
8/6/2019 12:47:38 PM
COMMON SPACE
#_BUILDING_SECTION
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FACADE PERSPECTIVE
#V2 / 68
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Lawrence Y. m.arch 2 2018.09-2020.09 M06C04 袁翰 FS 2020 PORTFOLIO FS 2020 PORTFOLIO
FEDORA APT. #V2 Using BIM software Revit along with 3d modeling software Rhino, has created a powerful workflow that can bring complex geometries and 3d objects into Revit which further generates building information with parametric 3d components, it allows us to take on more complicated tasks in a more efficient way.
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1 A406
1 A405
A301 1
7
1 A406
6
5
4
A301
4.1
1 A405
3
2 2.1
1.2 1
2 2.1
1.2 1
1
12'- 7. 2"
4' - 0"
7
6
5
4
4.1
1' - 11 1/16"
10' - 0"
9' - 4 3/4"
10' - 0"
4' - 7 3/4"
10' - 0"
1' - 11 1/16"
10' - 0"
9' - 4 3/4"
10' - 0"
4' - 7 3/4"
10' A420- 0"
3
9' - 4 3/4"
8
12'- 7. 2" 1 A421
4' - 0"
3
9' - 4 3/4"A420
2
1 A420
2 A420
1 A420
3 A420
1 A421
8
STUDIO
19 1 13 2 SF
STUDIO
STUDIO
A303
1
D C D
20
BATH
BATH
20
21
48 S F
48 S F
BATH
20
21
BATH 23
48 S F
48 S F
C 22
ENTRY
48 S F
UP
C
22
81 S F
B
48 S F
ENTRY
UP
22
81 S F
2 1 A422 A422
2 A422
3 A422
17
55 S F
BATH
BATH
18 3 A422
17
56 S F
1 A423
HERS (F.E.) RS: ESSED E LLS, VERIFY 2 A423 NSTRUCTION. HERS (F.E.) ED TYPE ESSED F E GLASS LLS, VERIFY 2 ANELS MUST A423 NSTRUCTION. F.1 2406.4, 2407. E, EDPROVIDE TYPE F D BY GYPSUM GLASS OK WITHMUST ANELS F.1 XTURE 2407. AT 2406.4, ROVIDE PVA E, PROVIDE AS DNT BYOR GYPSUM OUS COLOR. OK WITH 7 HENS AND XTURE AT ROVIDE PVA 6 FOR MORE NT OR AS YPE OUSCALLCOLOR. 7 LOORSAND THRU HENS WOOD ATHROOM 6 FOR MORE ESS GYPSUM YPE CALLAS INDICATED LOORS THRU RD BEHIND WOOD E TO BE ATHROOM P. BD. ESS GYPSUM OM (DUE TO AS INDICATED UCT RD BEHIND FACED ER TO BE 5/8" P. BD. OM (DUE TO UCT R FACED 5/8" WALLS • EXIT SIGNS SHALL BE ILLUMINATED AT • THE MEANS OF EGRESS, INCLUDING THE LLED ALL TIMES. EXIT DISCHARGE, SHALL BE SHED • EXIT SIGNS SHALL BE CONNECTED TO ILLUMINATED AT ALL TIMES THE BENT AN EMERGENCY POWER SYSTEM THAT BUILDING SPACE SERVED BY THE MEANS THAN 70 WILL PROVIDE AN ILLUMINATION OF OCCUPIED. WALLS • EXIT SIGNS SHALL BE ILLUMINATED AT •OF THEEGRESS MEANSISOF EGRESS, INCLUDING THE ET. SECT. NOTTIMES. LESS THAN 90 MIN. IN CASE OF •EXIT THE DISCHARGE, MEANS OF EGRESS, INCLUDING THE LLED ALL SHALL BE TANT POWER (1011.6.3). TO EXIT DISCHARGE, SHALL BE THE SHED •PRIMARY EXIT SIGNS SHALLLOSS BE CONNECTED ILLUMINATED AT ALL TIMES LL BE AS •AN EGRESS DOORS SHALL BESYSTEM READILY ILLUMINATED AT SERVED ALL TIMES BENT EMERGENCY POWER THAT BUILDING SPACE BYTHE THE MEANS OPENBABLE FROM THE EGRESS SIDE BUILDING SPACE SERVED THAN 70 WILL PROVIDE AN ILLUMINATION OF OF EGRESS IS OCCUPIED. BY THE MEANS APPED TO WITHOUT THE USE A IN KEY OR SPECIAL OCCUPIED. THE MEANSTHE OF ET. SECT. NOT LESS THAN 90 OF MIN. CASE OF •OF THEEGRESS MEANSISOF EGRESS, INCLUDING KNOWLEDGE OR EFFORT. EGRESS ILLUMINATION TANT PRIMARY POWER LOSS (1011.6.3). EXIT DISCHARGE, SHALLLEVEL BE SHALL LLY ORAS • EGRESS DOOR HANDLES, LOCKBE AND OTHER NOT BE LESS THAN 1 FOOT-CANDLE AT LL BE • DOORS SHALL READILY ILLUMINATED AT ALL TIMES THE OPERATING DEVICES SHALL BE SIDE THE WALKING SURFACE. OPENBABLE FROM THE EGRESS BUILDING SPACE SERVED BY THE MEANS N INSTALLEDTHE AT A MIN. AND A SPECIAL MAX. •OF THEEGRESS POWER FOR THE MEANS OF OF APPED TO WITHOUT USE OF34" A KEY OR IS SUPPLY OCCUPIED. MEANS E AN 48" ABOVE THE FINISHED EGRESS KNOWLEDGE OR EFFORT.FLOOR. EGRESS ILLUMINATION ILLUMINATION SHALL LEVEL SHALL 5 FOOT • SHOW: ' THIS DOOR TO REMAIN NORMALLY BE PROVIDED BY THE LLY OR • DOOR HANDLES, LOCK AND OTHER NOT BE LESS THAN 1 FOOT-CANDLE AT Y UNLOCKED WHEN BUILDING IS PREMISES' ELECTRICAL SUPPLY. OPERATING DEVICES SHALL BE THE WALKING SURFACE. LISTED OCCUPIED' AT A MIN. 34" AND A MAX. • • THE IN THE EVENT OF POWER SUPPLYOF N INSTALLED POWER SUPPLY FOR MEANS •48" ALLABOVE EGRESSTHE DOOR OPERATION SHALL FAILURE,ILLUMINATION AN EMERGENCY ELECTRICAL E AN FINISHED FLOOR. EGRESS SHALL WITH THE SECT. 1008.1.9-1008.9.12 SYSTEM SHALL 5 FOOT •COMPLY SHOW: ' WITH THIS DOOR TO REMAIN NORMALLY BE AUTOMATICALLY PROVIDED BY THE •UNLOCKED ALL ROOF RUNOFF TO DRAINISTO EPIC ILLUMINATE THE FOLOWING YNS AND WHEN BUILDING PREMISES' ELECTRICAL SUPPLY.AREAS: PLANTERS, LISTED OCCUPIED' SEE CIVIL DOCUMENTS • IN THE EVENT OF POWER SUPPLY
STUDIO 18
STUDIO
BATH
15
14
58 S F
49 S F
BATH
BATH
BATH
16
15
14
58 S F
49 S F
STUDIO
17
16
3 58 S F
3 54 S F
STUDIO
STUDIO
4 58 S F
BATH
16
58 S F
58 S F
55 S F
RS: 1 A423
BATH
BATH
56 S F
30' - 9 5/8"30' - 9 5/8"
19' - 11 1/16" 19' - 11 1/16"
23
59 S F
BATH
4' - 2 3/16"
12' - 4 31/32" 12' - 4 31/32"
BATH
48 S F
1 18 S F
1 18 S F
19
59 S F
22
ENTRY 4' - 221 3/16"
BATH
23 1 03 9 SF
BATH
ENTRY
BATH
STUDIO
22
3 40 S F
21
19
48 S F
18
_________
STUDIO
21
2 83 S F
BATH
BATH
_________
STUDIO
23 1 03 9 SF
STUDIO
ENTRY 14
BATH
64 S F
13 O p t io n C o n f l i ct
ENTRY 14
BATH
64 S F
13 O p t io n C o n f l i ct
30' - 9 5/8"30' - 9 5/8"
C C.1
3 A421 1 A422
22
3 40 S F
4 09 S F
STUDIO
STUDIO
21
2 83 S F
B
1
8' 5' - 0"- 0"
A303
8' - 0"
C.1
5' - 0"
20' - 4 9/16" 20' - 4 9/16"
19 1 13 2 SF
3 A421
STUDIO
20
4 09 S F
A
STUDIO
A
2 A421
33' - 2 23/32" 33' - 2 23/32"
B
2 A421
25' - 8 1/2"25' - 8 1/2"
B A
13' - 8 5/32" 13' - 8 5/32"
A
STUDIO
15
14
3 54 S F
2 92 S F
STUDIO
STUDIO
17
16
15
14
3 58 S F
3 54 S F
3 54 S F
2 92 S F
STUDIO 13
2 18 S F
STUDIO
STUDIO
18
13
4 58 S F
2 18 S F
3' - 0 5/8"
10' - 0"
7' - 0 13/16"
10' - 0"
7' - 0 1/4"
10' - 0"
4' - 9 7/16"
10' - 0"
5' - 3 11/16"
10' - 0"
5' - 3 11/16"
67' - 2 27/32" 3' - 0 5/8"
10' - 0"
7' - 0 13/16"
10' - 0"
7' - 0 1/4" 67' - 2 27/32"
6
5
10' - 0"
3 4' A423
4
- 9 7/16"
3 3 A423
6
5
4
1 A424
2 2.1
1.2 1 1 A424
3
2 2.1
1.2 1
#_LEVEL_03_PLAN
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1. AISLES AND UNENCLOSED EGRESS STAIRWAYS IN ROOMS AND SPACES THAT REQUIRE TWO OR MORE MEANS OF EGRESS 2. CORRIDORS, EXIT ENCLOSURES AND 1. AISLES AND UNENCLOSED EGRESS EXIT PASSAGEWAYS IN AND BUILDINGS STAIRWAYS IN ROOMS SPACES REQUIRED TO HAVE OR MORE THAT REQUIRE TWO TWO OR MORE MEANS EXITS. OF EGRESS 3. EGRESS COMPONENTS AT 2. EXTERIOR CORRIDORS, EXIT ENCLOSURES AND OTHER THAN THE LEVEL OF EXIT EXIT PASSAGEWAYS IN BUILDINGS DISCHARGE UNTIL EXIT DISCHARGE REQUIRED TO HAVE TWO OR MOREIS ACCOMPLISHED FOR BUILDINGS EXITS. HAVE TWO OR MORE 3.REQUIRED EXTERIOR TO EGRESS COMPONENTS AT EXITS. THAN THE LEVEL OF EXIT OTHER 4.DISCHARGE INTERIOR EXIT DISCHARGE ELEMENTS, UNTIL EXIT DISCHARGE IS AS PERMITED IN SECT. 1027.1, IN ACCOMPLISHED FOR BUILDINGS BUILDINGSTO REQUIRED TO HAVE TWO REQUIRED HAVE TWO OR MORE OR MORE EXITS. EXITS. 5. INTERIOR EXTERIOR EXIT LANDINGS, AS REQUIRED BY 4. DISCHARGE ELEMENTS, SECT. 1008.1.6,INFOR EXIT DISCHARGE AS PERMITED SECT. 1027.1, IN DOORWAYS IN BUILDINGS REQUIRED BUILDINGS REQUIRED TO HAVE TWO TO HAVE TWO OR MORE EXITS. OR MORE EXITS.
• THE EMERGENCY POWER SYSTEMS SHALL PROVIDE POWER FOR A DURACTION OF NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF BATTERIES, UNITSYSTEMS EQUIPMENT •STORAGE THE EMERGENCY POWER OR AN PROVIDE ON-SITE GENERATOR. THE SHALL POWER FOR A INSTALLATION THE EMERGENCY DURACTION OFOF NOT LESS THAN 90 POWER SYSTEM SHALLCONSIST BE IN OF MINUTES AND SHALL ACCORDANCE WITH SECT. 2702. (1006.3) STORAGE BATTERIES, UNIT EQUIPMENT •OR EMERGENCY LIGHTING FACILITIES AN ON-SITE GENERATOR. THE SHALL BE ARRANGED PROVIDE INSTALLATION OF THETO EMERGENCY INITIAL ILLUMINATION THAT POWER SYSTEM SHALL BE IN IS AT LEAST AN AVERAGE OF 1 FOOT-CANDLES (11 ACCORDANCE WITH SECT. 2702. (1006.3) AND A MINIMUM ANY POINT OF •LUX) EMERGENCY LIGHTINGAT FACILITIES 0.1 FOOT-CANDLE (1 LUX) MEASURED SHALL BE ARRANGED TO PROVIDE ALONG THE PATH OF EGRESS AT FLOOR INITIAL ILLUMINATION THAT IS AT LEAST LEVEL. ILLUMINATION LEVELS SHALL(11 BE AN AVERAGE OF 1 FOOT-CANDLES •LUX) PERMITTED TO DECLINE 0.6POINT FOOT-OF AND A MINIMUM ATTO ANY CANDLE (6 LUX) AVERAGE AND A 0.1 FOOT-CANDLE (1 LUX) MEASURED MINIMUM ATPATH ANY POINT OF 0.06 FOOTALONG THE OF EGRESS AT FLOOR CANDLE (0.6 LUX) AT THE ENDSHALL OF THE LEVEL. ILLUMINATION LEVELS BE LIGHTING TIME •EMERGENCY PERMITTED TO DECLINE TO DURATION. 0.6 FOOT-
A MAXIMUM-TO-MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED. • THE EXIT SIGNS SHALL ALSO BE TO AN EMERGENCY ACONNECTED MAXIMUM-TO-MINIMUM ILLUMINATION ELECTRICALRATIO SYSTEM FROM UNIFORMITY OFPROVIDED 40 TO 1 SHALL STORAGE BATTERIES UNIT EQUIPMENT NOT BE EXCEEDED. ON-SITE •OR THEAN EXIT SIGNSGENERATOR SHALL ALSO SET, BE AND THE SYSTEM SHALL BE INSTALLED CONNECTED TO AN EMERGENCY IN ACCORDANCE WITHPROVIDED ELECTRICAL ELECTRICAL SYSTEM FROM CODE.EVERY SPACE INTENDED FOR STORAGE BATTERIES UNIT EQUIPMENT HUMAN OCCUPANCY SHALL SET, BE AND OR AN ON-SITE GENERATOR PROVIDED NATURAL LIGHT IN BY THE SYSTEMWITH SHALL BE INSTALLED MEANS OF EXTERIOR GLAZED ACCORDANCE WITH ELECTRICAL OPENINGS INSPACE ACCORDANCE WITH CODE.EVERY INTENDED FORSECT. 1205.2 OR SHALL BE PROVIDED WITH HUMAN OCCUPANCY SHALL BE ARTIFICIAL LIGHT THAT IS ADEQUATE PROVIDED WITH NATURAL LIGHT BY TO PROVIDE AN AVERAGE ILLUMINATION MEANS OF EXTERIOR GLAZED OF 10 FOOT-CANDLES OVER THE OPENINGS IN ACCORDANCE WITHAREA SECT. OF SPACE A HEIGHT OF 30 INCHES 1205.2 OR AT SHALL BE PROVIDED WITH ABOVE THELIGHT FLOOR LEVEL (1205.1 & TO ARTIFICIAL THAT IS ADEQUATE 1205.3) PROVIDE AN AVERAGE ILLUMINATION
WALL LEGEND NOTES:
1HR FIRE RATE
• SEE SHEET A806 FOR MORE WALL LEGEND INFORMATION REGARDING WALL TYPE CALL-OUTS. WALLS ON GRADE AND NOTES: SECOND LEVEL (TYPE1A) SHALL BE STEEL STUD AND CONCRETE. WALLS ON UPPER • SEE SHEET A806 FOR MORE FLOORS THRU ROOF (TYPE IIIA SHALL BE INFORMATION REGARDING WALL TYPE WOOD STUD. CALL-OUTS. WALLS ON GRADE AND •SECOND HORIZONTAL AREBE TOSTEEL LEVELDIMENSIONS (TYPE1A) SHALL FACE OF STUD U.N.O WALLS ON UPPER STUD AND CONCRETE. •FLOORS EXIT DOORS BE MIN. 3' IN THRUTO ROOF (TYPE IIIANOMINAL SHALL BE WIDTH 6'-8" IN NOMINAL HEIGHT WOOD BY STUD. A CLEAR DIMENSIONS WIDTH OPENING NOT •WITH HORIZONTAL ARE TO LESS THAN 32". U.N.O FACE OF STUD • EXIT NO HAZARDOUS MATERIALS TO BE • DOORS TO BE MIN. 3' IN NOMINAL USED AND/OR STORED ANYWHERE WIDTH BY 6'-8" IN NOMINAL HEIGHTELSE WITHIN THE BUILDING. WITH A CLEAR WIDTH OPENING NOT •LESS ALL EXTERIOR THAN 32".WALLS SHALL BE 2 HOUR •RATED. NO HAZARDOUS MATERIALS TO BE USED AND/OR STORED ANYWHERE ELSE WITHIN THE BUILDING.
2HR FIRE RATE
3HR FIRE RATE 1HR FIRE RATE
2HR FIRE RATE
60" DIAMET 3HR FIRE RATE
60" DIAMET
Lawrence Y.
-Arc
m.arch 2 2018.09-2020.09 M06C04 袁翰 FS 2020 PORTFOLIO FS 2020 PORTFOLIO
PROJECT
FMU PROJECT
1047/ 1053 Fedora Street Los Angeles, CAFMU 90006 CLIENT 1047/
1053 Fedora Street Los Angeles, CA 90006 1047 Fedora Flats, LLC
CLIENT
'- 5.4 "
9701 W. Pico Blvd, #201A 1047 FedoraCA Flats, LLC Los Angeles, 90035
'- 5.4 "
W. Pico Blvd, #201A Los Angeles, CA 90035
B A B
CONSULTANTS
47' - 0 3/4"47' - 0 3/4"
JN ENGINEERING INC.
1
C C.1 D C D
A304
1
A304 1 A402
1 A402
30' - 10 15/16" 30' - 10 15/16"
32' - 4 1/32" 32' - 4 1/32"
1 A401
STAMP
STAMP
E F E F.1 F F.1
6'-3.6"
2 A424
1 A401
6'-3.6"
2 A424
No.
0 2' 4'
KEYNOTE LEGEND
KEY
7123 Remmet Ave Canoga Park, CA 91303 t. +1.818.999.0415 f. +1.818.999.0215 richard@c-e-g.com 7123 Remmet Ave Canoga Park, CA 91303 t. +1.818.999.0415 f. +1.818.999.0215 richard@c-e-g.com
CIVIL ENGINEER
2' - 3 1/32" 4' - 112'11/16" - 3 1/32" 4' - 11 11/16"
3 A424
0 2' 4' KEYNOTE TEXT
KEYNOTE LEGEND
TER CLR
CIVIL ENGINEER
3 A424
KEY
ED WALL
MEP ENGINEER
1 A403
ED WALL
TER CLR ED WALL
STRUCTURAL ENGINEER 3679 Motor Ave, Suite 201 Los Angeles, CA 90034 t. +1.310.838.1325 JN ENGINEERING INC. f. +1.310.838.1326 joseph@jnstructural.com 3679 Motor Ave, Suite 201 Los Angeles, CA 90034 t. +1.310.838.1325 MEP ENGINEER f. +1.310.838.1326 joseph@jnstructural.com
1 A403
C.1
ED WALL
ED WALL ED WALL
2404 Wilshire Blvd Suite 4E Los Angeles, CA 90057 t. +1.213.805.8003 f. +1.310.943.0345 studio@ferrierstudio.com 2404 Wilshire Blvd Suite 4E Los Angeles, CA 90057 t. +1.213.805.8003 CONSULTANTS f. +1.310.943.0345 studio@ferrierstudio.com STRUCTURAL ENGINEER
KEYNOTE TEXT
8' 8'
16' 16'
Description
No. PHASE:
MATERIALS
ate 50% DDD JULY 16 2019 2019003 1/8" = 1'-0" 50% DD JULY 16 2019
Description
DATE: PROJECT #: SCALE: PHASE: DATE:
Date
2019003
PROJECT #:
By SCALE: testing different1/8" materials, the re-designed facade also attempts to blend in the surrounding buildings = 1'-0" PLAN whileBUILDING still having its own characteristics, so combining colored concrete and stucco as the main building LEVEL 03 APTS material, and using dark color steel for railings and guards to balance the matte overall look.
BUILDING PLAN LEVEL 03 APTS
A130 A130
2:06:55 8/1/2019 PM2:06:55 PM
1 A425
1 A404
1 A404
79' - 4 25/32" 79' - 4 25/32"
2 1 A425
4' - 0"4' - 4 11/32" 4' - 0"4' - 4 11/32"
2 A425
ARCHITECT
6'-3.6"
A
30' - 0 13/16" 30' - 0 13/16"
4' - 2 25/32" 4' - 2 25/32"
6'-3.6"
ARCHITECT 9701
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SCI-Arc M.arch2: 2018-20
SCI-Arc 袁翰 _ 作品集
3GAX PORTFOLIO WORKSHOP
( 1 ) X X X-X X X-X X X X l awre n c e h a ny ua n @ g m a il.co m l awre n c e _ y ua n @ s c i a rc.edu
STANDARD PORTRAIT 8”X10” FORMAT.
LAWRENCE HAN YUAN PORTFOLIO DIGITAL_MONOGRAPH_MODEL SOUTHERN CALIFORNIA INSITUTE OF ARCHITECUTRE
2018 .09 01 - 2018 .12 14
Lo s A n g e l e s , Ca l i fo r n ia, U SA
2019 .01 08 - 2019 .04 19 2019 .09 03 - 2019 .12 14
< 81778181314520
format : pdf - two pages spread
2020/May Portfolio Lawrence Yuan