PORTFOLIO Isaac Shine, AIAS LEED GA
Selected Works
ISAAC SHINE, AIAS LEED GA (347)-545-8592 Instagram: @ISAAC_SHINE_ARCHITECTS Linkedin: linkedin.com/in/isaac-shine-aias-567b82202 Portfolio: https://issuu.com/isaacshine/docs/issuu
isaacshine1@gmail.com
PERSONAL STATEMENT The architect is merely the curator. He sanctifies and celebrates a phenomenon which predates his involvement. He has complete authorship for it is his intervention that recognizes and makes possible the appreciation of the subject, yet the subject is itself authentic with or without an architect. It is this older authenticity, which originates from the events and social circumstances of the past, that gives weight to the subject.
CURRICULUM VITAE SKILLS SUMMARY
ACCREDITATIONS/AFFILIATED ORGANIZATIONS
Rhinoceros AIAS AutoCad DOB CLASS 1 FILING REPRESENTATIVE Revit USGBC Enscape LEED GREEN ASSOC. CREDENTIALS V-ray NCARB AXP Adobe Illustrator BOARD MEMBER OF BROOKLYN COLLEGE OU-JLIC Adobe Photoshop Adobe InDesign Climate Consultant Rhinoceros Plugins: Grasshopper, Climate Studio, PanelingTools, VisualArq, SectionTools, Bongo Workflow Programs: Microsoft Word, Excel, PowerPoint, Google Sheets, Google Docs Physical Modeling Programs: SlicerforFusion, Slic3r, CuraEngine, Repetier-Host, Makerbot Print, Pepakura-Designer
EDUCATION New York Institute of Technology, B.Arch | September 2018-May 2023 CGPA: 3.7 Dean’s List Presidential Honor List
RELEVANT EXPERIENCE Yona Love Consulting Services | Summers 2017-2020 | Project Manager Managed the expediting process of numerous small scale residential, commercial, institutional and religious projects from start to finish Guided project teams on retrieving a final Certificate of Occupancy Maintained constant communication between clients, architects, engineers, and the Department of Buildings through email and in-person meetings Traveled to architectural sites weekly to perform pre-inspection checklists and site analysis Created plans to reflect as-built conditions using AutoCad and Rhinoceros Completed and submitted all DOB paperwork relevant to the projects Performed drawing markups for architectural revisions Created editable spreadsheets to manage and update DOBNow portfolios to maintain ease of access for other project managers Worked on project teams collaborating with SHoP Architects, Robert A.M. Stern Architects and ILA Strived to gain more knowledge about the building process whilst respecting authority and others in the workplace
PERSONAL WORK 1556 East 27th Street, Brooklyn | 2020 | In-Process Created multiple design schemes for a partial renovation including a basement, bathroom and new guest bedroom Presented plans to an architect and interior designer for suggested revisions Researched materials whilst keeping in mind the maintenance of Indoor Air Quality and thermal control Performed a series of Thermal Studies using Climate Studio to show costs of energy for the client
58 Spring Avenue, Bergenfield | 2020 | In-Process Met with the clients weekly to present schemes for a partially new residential house Completed plans under budget, whilst maintaining the clients’ specific requests of preserving parts of the project Worked around specific zoning issues relevant to the project such as FAR and setbacks Created high quality renderings and video walkthroughs for visualization purposes
T H E M
U
S P I N E S
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SITE: THE POND, CENTRAL PARK SW, NEW YORK
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7 | CONCEPT
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MANIFESTO | 8
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CONCEPT
ure
Located in Central Park, New York, a still pond rests under the Gapstow Bridge. Adjacent to the Inscope Arch, a sloped site is formed as transients visit to take in the surrounding views. When at the pond, one can not help but see a vivid connection between said Bridge and Arch. Among other amenities received from Central Park, a conceptual museum is proposed.
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THE TASK OF THE ARCHITECT IS TO ENCOMPASS EVERYTHING ABOUT THE SITE, STARTING FROM THE CONCRETE CONDITIONS AND THE SENSORY IMPRESSIONS CREATED BY THOSE, TO MEMORIES OF THE PLACE, THROUGH EMPATHY TO VISION. - JEAN NOUVEL
Selection of site was mapped from sensory data taken over a month. The site reflects a moment in time where the park feels more like a park and less like Manhattan, based on smell, sound, and touch. The museum takes on a shell structure and is supported via the form itself. Two divergent shells express contrasting relationships such as interior vs exterior and static vs dynamic. A clashing of the two forms appears at the Arch that emanate multiple spaces of interior, exterior, static and dynamic activity. Undulating strips mimic the existing pathways of the site and cut through a form to provide access to the roof balcony area. The strips then change course sectionally to structurally support long spans.
9 | process diagram
plans | 10
N
0’
20’
40’
75’
150’
0’
20’
40’
75’
150’
N
The shell structure towards the south take on pinched walls that form from the steep slope it rests in. They provide natural privacy crevices for those that desire. The shell toward the north meets the bridge and provides three levels for gallery viewing.
11 | renderings
renderings | 12
13 | SECTION
Undulating strips change course sectionally to provide structural support for longer spans.
Three levels are provided in this covered, yet exterior space.
Inscope Arch is hidden under the southern shell to provide a covered space that leads one to either form.
The collision of the two forms happen here, at the Inscope Arch. Multiple spaces emanate from it.
Pinched walls form crevices for privacy.
SECTION | 14
O N
SECTIONS COLLISION POINT Collision Point Spaces
SCALE 1’=1/4”
P O I N T
SECTIONS COLISSION POINT
8 AM
W R [ H A U S ] G
A
L
L
SITE: MORGAN AVENUE, BUSHWICK, BROOKLYN
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Y
17 | concept
“The task of the architectural project is to reveal, throught transformation of form, the essence of the surrounding context.” -Vittorio Gregotti
On a busy, industrial intersection lies a contextual art gallery. The
project
recognizes
the
“L”
characteristics
of
the
intersection and establishes a parti based that shape. Using the orthogonal nature of the parti, a clear separation between served and servant spaces occurs. The reaction of this leaves a void in the center to assume an outdoor garden. A series of cantilevered roofs provide shelter, whilst allowing natural light and re-reflected light to flood into the galleries at a healthy rate. The site, itself, poses issues with tall buildings from the southern side, shading optimal light sources. Therefore, clerestory windows and skylights are introduced into the project to bring in even amounts of light that will not harm art, or viewers’ eyes. Different environmental strategies such as direct-gain systems, rain collection for irrigation use, and solar panels were established. The structure is supported by load bearing walls, clad with masonry, to blend in with the existing surroundings of Bushwick.
concept | 18
19 | site plan
JOHNSON AVENUE n
50’ 100’
M O R G A N A V E N U E
plan | 20
Shipping Port
Gallery One
Workspace
Gallery Three
Offices
Bathroom Gallery Two
Bathroom
Reception
Storage/Mech
n
Lobby
Entrance
section | 21
THE SINGLE FLOOR PLAN MOVES IN SECTION THROUGH SUCCESSIVE HEIGHTS TO ACHIEVE DOUBLE-HEIGHT SPACES. A “BREAK” IN THE MASONRY INFORMS AN ENTRANCE ON THE QUIETER SIDE OF MORGAN AVENUE, FURTHEST FROM THE INTERSECTION. PASSING THROUGH TRIGGERS A FEELING OF ENTERING INTO A ‘SECRET’, SOMETHING NOT REVEALED TO THE PUBLIC.
section | 22
CANTILEVERED ROOFS ALLOW LIGHT TO FLOOD INTO THE GALLERIES, AS WELL AS THE OUTDOOR GARDEN IN THE CENTER. THOUGH THE GALLERY TAKES ON A HEAVY PRESENCE ON THE SITE, ITS BARE FACADE LEAVES ONE TO WONDER WHAT IS INSIDE. A VOID IS UNEXPECTED, YET ARISES TO COMPLIMENT INDIVIDUAL VOLUMES, RATHER THAN ONE SINGULAR BUILDING.
23 | STRUCTURAL CONCEPT
LOAD BEARING WALLS
GA LL ER
CANTILEVERED ROOF SUPPORT
Y
TW O
GA LL
ER Y
ON E
STRUCTURAL CONCEPT | 24
Cantilevered roofs (1/3-2/3 support rule)
Load-Bearing Walls masonry
Floor Slab
25 | renderings
renderings | 26
P L T [ F O R M ] S
C
H
O
O
L
SITE: WILSON AVENUE, BUSHWICK, BROOKLYN
29 | project statement
PROJECT STATEMENT Educational centers are at the forefront of our nation’s future. The continuance of this generation’s goals and ambitions must be met with the maintenance of the next generation’s. Therefore, a school should not just be a place of learning, rather one of future growth.
This project addresses the term “experimental school”. It puts forward a template that provides an environmentally conscious and code compliant school to the general public.
PLT[FORM] is a school that addresses overcrowded hallways informing improper circulation, proving the neglected nature of placement for the student, as well as natural light and ventilation. All of which to reduce absenteeism.
concept | 30
CONCEPT Located in Bushwick, Brooklyn, situated on a block with affordable housing surrounding it, a five grade school is proposed. The block is courtyard-like, with public access to parks and playgrounds. With the main entrance coming from Wilson Avenue, the school caters to all four entrances, from each surrounding street. They all have access to mass transportation and public bicycle use.
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AS AN ARCHITECT YOU DESIGN FOR THE PRESENT WITH AN AWARENESS OF THE PAST FOR A FUTURE WHICH IS ESSENTIALY UNKNOWN. - NORMAN FOSTER
The school takes on three different forms that connect via covered platforms. Two of which, catering to classrooms and infrastructure. The other acts as a ‘transport hub’. This building, clad with glass and concrete, serves primarily for vertical circulation. Once one on each level of the four floor walk-up school, the platforms take on the idea of ‘flexible space’. The students and teachers oversee its designated use, which allows circulation to be included in the learning experience as well, whether acting as a hallway, learning space or recreation area. As one walks along the platforms, it seems to change in its function. A wrapping motion occurs around the forms to provide outdoor learning spaces. Once inside, each classroom is met with big glass doors that allow southern, natural light to flood in. The structure is supported by steel beams and columns in walls. Environmentally, this school introduces a visible, underground water cistern to collect graywater, as well as solar panels on the roofs.
31 | plan analysis
Nurse
Reception Waiting Area
The ‘transport hub’ recognizes the site’s orthogonal orientation. The rest of the school then orient itself to capture optimal light for classrooms
Counselor
Principal
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In the left volume, a glass-clad earth classroom on the ground floor teaches students about vegetation
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Each volume has a fire stair that protrudes out of it to connect to the platforms in section
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The left volume caters to classrooms, whilst the right volume to classrooms, infrastructure and administration
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plan analysis | 32
Each volume reacts to its level change. The left rotates, whilst the right sets back toward the hub f af St
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Big glass sliding doors allow the outdoor learning spaces to bleed into the indoor classrooms and brings natural light with it.
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The platforms spring out from the ‘hub’ at each level. Although they are covered, they are not enclosed, causing circulation to feel outdoors
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The fourth floor becomes a sky classroom where the solar panels take on an interactive element in the learning process
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33 | section
section | 34
35 | perspective section
The back of the school opens up to public parks and courts
Each form reacts to its level change. Here, the right volume sets back toward the hub
The platforms connect the three forms and wrap around to provide outdoor learning space
Each form reacts to its level change. Here, the left volume rotates
perspective section | 36
37 | circulation
ROOF
Fourth Floor
CIRCULATION ALONG
MOVES
WITH
FORM’S
THE
GEOMETRY.
THROUGH
THE
ORTHOGONAL ONE
FORMS,
GENERALLY
MOVES IN THAT WAY. ON
THE
ANGULAR
PLATFORMS, Third Floor
ANGULAR
AN
MOVEMENT
PRESENTS
ITSELF
Second Floor
First Floor
THE IS
STRUCTURE SUPPORTED
STEEL
BEAMS
COLUMNS
IN
BY AND
WALLS
structural concept | 38
39 | renderings
renderings | 40
STREET LEVEL PERSPECTIVE
OUTDOOR LEARNING AREA
SECOND LEVEL PLATFORM
EARTH CLASSROOM
INDOOR CLASSROOM
THIRD LEVEL PLATFORM
41 | environmental studies
The underground water cistern collects rainwater/graywater throughout the school and supplies a recessed head sprinkler system to water surrounding landscape
The solar panels take on an interactive part of the school at the sky classroom
The cistern take on an interactive part of the school, as well. It is visible from the earth classroom on the ground floor
This conceptual digram shows how rainwater would be captured from the roof to travel to the underground cistern
environmental studies | 42
CONCEPTUAL MECHANICAL DIAGRAM
TYPICAL REFLECTED CEILING PLAN
43 | personal WORK
LE CORBUSIER PAINTING ANALYSIS
Working on the design team for the first floor of a proposed residential house in New Jersey, I created multiple schemes to meet the clients’ needs to preserve parts of the existing house. Through weekly meetings and long research of zoning issues, the house is now under construction, under budget and code compliant. Architect on the project: Battersby Architecture and Design.
For visualization purposes, a conversion from 2-D to 3-D is introduced. Analyzing one of Le Corbusier’s paintings, an established armature can be seen based on foreground, midground and background. That is then built as a physical model for one to realize that any painting is truly 3-Dimensional, all based on our perception.
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1
A-05
A-05
BATTERSBY
A-05
4
4 RAMAPO VALLEY ROAD
ARCHITECTURE AND DESIGN
58 SPRING AVENUE, BERGENFIELD
CLIENT/OWNER:
TURIN RESID 58 SPRING BERGENFIELD, 10 A-05
ARCHITECT SEAL/SIGNA
DOUGLAS G. BATTERSB LIC #:21AI02032000
2
10
A-05
ISSUAN
A-05
10
REVIEW
A-05
PERMIT
PROJECT NAME:
TURIN RESIDE
PROJECT NUMBER: 0091
CONSTRUCTION WALL LEGEND
EXISTING WALL TO REMAIN EXISTING BEARING WALL TO REMAIN EXISTING MASONRY WALL
NEW 2X4 OR 2X6 WALL NEW CONCRETE, CMU OR BRICK WALL
SHEET NAME:
BASEMENT 1ST FLO CONSTRUC PLAN SHEET NUMBER:
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personal work | 44
PALLADIO VILLA EMO ANALYSIS
STEEL ANALYSIS
When beginning the process of spatial planning, the idea of a 9-square grid was one to be analyzed. Many architects such as Palladio and John Hejduk used this organization system. Therefore, in order to better understand why, Villa Emo’s main chambers, as an example, was analyzed and modeled to fully understand the project’s beauty in it’s simplicity. John Hejduk’s House III was compared as well.
Using a modified version of WR[HAUS] that contained a second floor, an iteration of steel was proposed. Parts that were covered were creating a structural grid, steel framing plan, sizing beams according to LRFD Tables using Moment and Shear Calculations, Live and Dead Load Calculations, Wall Detailing, Footing Detailing, Curtain Wall Detailing, as well as three proposed steel connections.
Section
Isaac Shine Scale- 1/8”=1’0” 12/10/2020 A
B
C
22’ 8’ 1
16.94k
E
15’
3’
Roof Slope 1/4”
Air space
10’
Roof Insulation panel
16.94k
14x38 B-2-2
12’
Ll: 100 psf (balcony roof is heaviest)
D
28’
22’
concrete roof planks Insect Mesh
10’
dl: 80 psf
2
Vapour Check
14’ 14’
28’
Detail 03
Aluminum Window Frames with Double Glazing
3
B-2-1 35.2k
Spotted Gum wall Lining
35.2k
Reinforced cast insitu concrete wall
11’
14x74
foilboard Insulation
11’
22’
Detail 02
Steel I-Beam Column
4
24k
B-2-3
24k
10x45
Anchor Plate
14’
non shrinking Grout to level plate
14’
4’
5
28’
Ground Level
10’
Concrete Footing
6
16.2k 4’
B-2-4 14x26
16.2k
Floor 02 Framing Plan Threaded Rods for reinforcement 10’ min.
n Detail 01
Isaac Shine 12/10/2020
B-2-1: A
B
R=V=WL 2 V=3.2K/FT X 22 FT 2 V= 35.2K
3.2 K/FT
MMAX=3.2K/FT X 22 FT 8
metal flashing
22 FT
2
MMAX=WL 8
35.2 k/ft
35.2 k/ft
2
MMAX=193.6 kxft
5/8 gypsum board
w16x31 moment 203>193.6 ok shear 131>35.2 ok
4x4 angle caulking
caulking mullion
Detail 06
B-2-2: A
R=V=WL 2 V=1.54K/FT X 22 FT 2 V= 16.94K
B
double paned glass
1.54 k/ft
2
MMAX=WL 8
22 FT 16.94 k/ft
airspace
16.94 k/ft
MMAX=1.54K/FT X 22 FT2 8 MMAX=93.17 kxft w10x22 moment 97.5>93.17 ok shear 73.2>16.94 ok
mullion Isaac Shine 12/10/2020
B-2-1: A
L 22FT X 12/1 _ 360 = 360 = .73”
B
3.2 K/FT
MAX=5WL4 384EI =
5(3.2(1/12)) (22(12/1))4 384(29600)(375) = 1.519 in > .73 ng
22 FT 35.2 k/ft
spandrel panel
35.2 k/ft
.73= 5WL4 384EI = or i=
change to tinted glass where spandrel panel is behind
5WL4 384E (.73)= 780.56”4
use W14x74 =Ix=795>780.56
Detail 07
B-2-2: L 22FT X 12/1 _ 360 = 360 = .73”
A
B
1.54 k/ft
MAX=5WL4 384EI =
6” steel studs 5(1.54(1/12)) (22(12/1))4 384(29600)(118) = 2.324 in > .73 ng
.73= 5WL4 384EI =
16.94 k/ft
22 FT
4x4 angle
16.94 k/ft
or i=
5WL4 384E (.73)= 375.65”4
use W14x38 =Ix=385>375.65
firestop
Detail 04
Detail 08
“AN IDEA IS SALVATION BY IMAGINATION” -FRANK LLOYD WRIGHT