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PORTFOLIO architecture design
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CON TENTS SIYUAN YIN | Serena
Architecture . academic
Design .. professional
Urban Pipe Dream Tandem Thoroughfares Brooklyn Velodrom Center Miami Fashion Insititutue Philadelphia Academic Urban Center Riverside Performance Center
.. 10 .. 22 .. 30 .. 38 .. 46 .. 52
SSA Future Workplace Study Report Sino-Singapore Guangzhou Knowledge City Competition Row House Addition | BIM
.. 62 .. 64 .. 70 .. 72 .. 74
Ink Chair Concrete Bridge Carina Waffle and Tea
3701 Chestnut St, Philadelphia, PA 19104
2016
.. 74
Architecture
. academic
Urban Pipe Dream Tandem Thoroughfares Brooklyn Velodrome Hybrid-Housing and Fashion Design Center Philadelphia Academic Urban Hub Riverside Performance Center
Architecture Projects
Urban Pipe Dream Critic: Matthijs Bouw and Kai-Uwe Bergmann Consultant: Travis J M Bunt and Jeremy Siegel University of Pennsylvania
Big changes are underway in Brooklyn, particularly along the coastline of Red Hook, active industrial harbor currently being redeveloped into a modern mixed-use waterfront district. The investments not only help buffer against flooding, retrofit existing buildings and strengthen infrastructure but also revitalize commerce. It would prioritize creating waterfront parks and public connection, which would become the organizing elements for new affordable housing, enhanced transit linkage, and a working waterfront industry including new food services and other creative industries along the coast. As part of development plan, the transformation will start from the Gowanus Bay Terminal located in Industrial Park next to Ikea. The renovated terminal building becomes a catalyst project that is going to stimulate this new urban development. It will maintain the identity of the industrial concrete monument while reinterpreting in a modern setting of a manufacturing art studio building. Additionally, the renovation also accommodate multipurpose event facilities, hotels, and restaurants. The architectural concept for the transformation is using its original potential, enhancing the distinctive character of the grain silo. In a bigger scale, the building will create a new lifted promenade infrastructure system during flooding season, and the green lobby space will be dedicated to water control. The existing condition will be preserved as much as possible and the raw industrial architecture will be its signature and visible element. By fold between the private and public functions, the site creates a multidimensional experience and purposes not only to provide attractions and environmental solution, but also starts to activate the regenerative waterfront development plan as the urban pipe dream.
12 | YIN M1- Light Industry small, one floor or two, stops, auto storage and repair shops, etc
C2 - Commcial with Residential local, small, street parking In mixed residential/commercial buidlings
Typi
Mix-Used / Sma
R4 - Housing Types Single-family house, row house
Commerce Housing Industry Green Space Recreation Center Parking Unused Space Freeway Exit Bus Stop Ferry Subway Station
Typic
Mix-Used / Eq
M3- Heavy Industry Power plants, solid wasat transfer facilities and recycliung plants Generate noise, traffic and pollutants, usu. located near the waterfront and buffered from resid.
C4 - Commcial Districts Specialty and department stores, theathers Parking lot
Typic
R7 - Housing Types
Mix-Used / Big and
Affordable housing, apt, high-rise
Commerical Land Use
Land Use Map
N 0
0.25
0.5
Industrial Land Use
Miles 1
One &Two Family
Mixed Residential & Commercial
Transportation & Utility
Mixed Residential & Commercial
Public Facilities & Institutions
Multi-Family Walk-Up
Commercial & Office Buildings
Public Facilities & Institutions
Commercial & Office Buildings
Transportation & Utility
Multi-Family Elevator
Industrial & Manufacturing
Open Space & Outdoor Recreation
Industrial & Manufacturing
Existing Site - Block Diversity
ical Block I
all Diverse Block
cal Block II
qual-Sized Block
cal Block III
d Uniform Block
Floor Area Ratio
Property Value per sf
FAR below 2
FAR 10 - 18
FAR 2 - 4
FAR above 18
FAR 4 - 10
100 Yr Flood Plain
N 0
0.25
0.5
Miles 1
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L9
78’
L8 68’
L7 58’
L6 48’
ts
g
in
38’
io ud
lic
b Pu
r Pe
el
t Ho
08’ 00’
i Un
n tio
la
cu Cir
Axon Diagram|Circulation + Program
ce
g
in
rm
fo
ts
18’
L5
H
St
t Ar
28’
s ou
i Un
a Sp L4
L3
L2 L1
Type A 8 Silos = 1100 sf
Type B 6 Silos = 850 sf
Type C 5 Silos = 680 sf
Hotel Unit
Art Studio Housing
Diagram|Exciting Silo Renovation
Type A 3 Silos = 360 sf
Type B 3 Silos = 360 sf
Living Space Kitchen
Working Station
Sleeping Space Common Space
Bathroom Bedroom
Bathroom
850sf
Typicial Silo Art Studio Unit
360sf
Typicial Silo Hotel Unit
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Render|Interior Views
Diagram|Flood Scenario
Ground Lobby | Posibility 1
Ground Lobby | Posibility 2
Ground Lobby | Posibility 3
Garden, Seating, Gathering Space
Art Installation, Exhibition Space
Farmers’ Market, Art Fair
Infrastructure Connection System After Flooding
Raised Promenade
Design Strategies Before Floods | Building Retrofit Existing Building
Design Strategies
Raise Ground Floor Level Water Resistant Finish Materials Green Lobby
Diagram|Flooding Scenario
Render|Exterior View
Waterfront Broadway Waterproof Foundations
Before Floods | Landscape + Urban Streetscape Improvements and Green Infrastructure
Stormwater
Absorptive Landscape /Softscape
Defensive Landscape Barriers/Berms
Design Strategies After Floods
Emergency Station
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Tandem Thoroughfares Critic: Marion Weiss Guest Critic: Michael Manfredi Teaching Assistant: Eric Berlin In collaboration with Matt Lee Mark University of Pennsylvania
Cornell Tech, in an effort to spearhead progressive technological and entrepreneurial growth in greater New York City, has set the foundation for its campus on at the southern end of Roosevelt Island. History, technology, movement of the masses, and the collective need for open public spaces in New York collide in the effort to revitalize the city as the campus evolves and grows beyond its boundaries. The Tandem Thoroughfares is a proposal to unite the dilapidated networks of transit on Roosevelt Island with two cross-river campus extensions that would serve to redevelop the waterfront. Through the conscious effort to provide both a place of hightech institutional growth and a transparency to the general public of an evolving Queens, this extended campus aims to utilize the Cornell Tech concept of open networks of collaboration with the history and urban fabric of Queens.
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Render | Overall Birdview
Floor Plan | Ground Level
Floor Plan | Second Level
Diagram | Site Analysis
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Scenario|Sunny Day
Scenario|Storm Day
Diagram|Circulation + Program
Render|Interior
Diagram|Flood Scenario
Series Section
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Section Perspective|Public Waterfront
Section Perspective|Insititution
BKLN Velodrom Center Critic: Ben Krone In collaboration with Di Meng Consultant: BuroHappold, SHoP University of Pennsylvania
BMX not only has a momentum relationship in terms of relative positions between the biker and the bike, but also express an inter-changing relationship between the bike and the cityscape in urban scale, which underlays the design concept of this velodrome. The project aims at transforming the conventional velodrome with those interchanging relationships and provide a multi-functional building that engages with individuals as well as surrounding urban environments. The analog model starts with the smaller human scale of individual biking movements. Each kick or movement is embodied with series of different force applications. The characters of different forms and geometries capture moments of pause, turn, twist, and other BMX tricks. When combining individual moves in different orders, different in-between spaces are created and highlights the inter-changing relationship of different moves with different biking conditions.
When given this scale of human and machine a playground, a third scale – urban scale – came into the play. Same tricks may perform differently at different urban conditions. To this project, each program is acting as different movement tricks. When curating the programs, the velodrome is playing the role of an “air kick” move. The continuous looping with splits gives the moments of chasing and pause also speaks the characteristics of individual moves.
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Buffering trasition between two movements. Wall Berm helps different speed transitions
Wall Berm helps to speed up and ramping up with high speed for jumps.
In-air scoring movement/gesture.
4: Forth Level Access to High-level Audience Seat
3: Third Level
View Deck
7th Level
Media Broadcast Center
6th Level
Education Gallery
5th Level
High-Level Audience Seat View Deck
4th Level
Mid-Level Audience Seat View Deck
3rd Level
Access to Main Track and Mid-level Audience Seat
Lounge / Locker Room Cafe / Public Lounge
3: Bridge Level Access to Main Track and Tower Primary User Type: Pedestrian
Up to 2nd Fl Up to 3rd Fl
1: Ground Level | North Access to Second Level, Tower and Low-level Audience Seat Primary User Type: Pedestrian
1: Ground Level | South 1: Ground Level | South Access to Second Level and Third Level Low-level Audience Seat Primary User Type: Pedestrian
Access to Practice Track Primary User Type: Biker
1: Ground Level | South Access to Second Level, Tower Primary User Type: Pedestrian and Biker
Lounge / Locker Room Gear Shop / Bike Storage
2nd Level
1st Level
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Miami Fashion Institute Critic: Julian Palacio University of Pennsylvania
Located in Miami Design District, the Hybrid-Housing and Fashion Design Center provides mixed-use space for local artists. One of the uses is the residential units for design students, and the other one is fashion design center for learning, producing and display of fashion works. As an important feature of this project, there are three types of residential units located on the top ten floors of this building, which are studio, one-bedroom apartment and duplex. Unit sizes are ranged from 800-1600 square feet. Another focus feature in the building is the fashion runway stage. It requires large flexible space from backstage to the T-stage, high quality lighting, acoustic system and other customized features. Besides the fashion stage, other program space are relatively consistent and steady, such as cafe, auditorium, design studios and administration offices. By using different scales of stairs, ramps and terrace, the various circulation types not only create unique form of public space for the community but also provide different aspects of experiencing the building from all directions of the city. It also provides more open and natural green space in the neighborhood. One of the program strategy is to use a central public core to help connect and highline the coexistence of dwelling units and the public fashion design center. By using intensive layering for the building facade, it is easier to control the large amount of passive solar energy in Miami. More importantly, the mesh fabric panels and the lightweight structure system keeps the building luminous and also environmentally responsible. It is designed to approach sustainable architecture with minimum materials, physical lightness of form and its visual effect of light on structure.
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Residential Academic Fashion Showroom
Floor Plans 2 3
4
Type A| Studio Unit
Type B| Studio Unit
| 800 sf
| 800 sf
THREE | Level
1
Unit Plans
Type A| One-Bedroom Unit | 1000 sf
1| Auditorim 2| Studio 3| Admission Office 4| Residential Unit
Type B| One-Bedroom Unit | 1000 sf
1 3
Upper| Duplex Unit | 1200 sf
Lower| Duplex Unit
2
| 1200 sf
Twelve| Level 1| One-Bedroom Unit 2| Duplex 3| Studio
Level |12th
+160 ft
Level |11th
+145 ft
Level |10th
+130 ft
Level |9th
+115 ft
Level |8th
+100 ft
Level |7th
+85 ft
Level |6th
+70 ft
Level |5th
+55ft
Level |4th
+40 ft
Level |3rd
+25 ft
Level |2nd
+10 ft + 0 ft
Level |1st
- 5 ft
2
3
3
2
1
TWO| Level
1
ONE | Level 1| Cafe 2| Fashion Showroom 3| Studio
1| Auditorim 2| Fashion Showroom 3| Admission Office
1
1
2
Eleven and Half| Level
Eleven| Level 1| One-Bedroom Unit 2| Duplex Unti
1|Studio Unit
+ 155 ft
+ 140 ft
+ 125 ft
Section Details | Facade
+110 ft
+95 ft
+ 80 ft
+ 65 ft
+ 50ft
+ 35 ft
+ 20 ft +10 ft + 0 ft - 5 ft
Wall | Concrete Window | Shaded Polycarbonate Glass Facade | Mesh Fabric Panel
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One-Bedroom | Type B Duplex Circulation
Studio | Type B Circulation
Studio | Type A One-Bedroom| Type A Duplex Circulation
Auditorim Fashion Show room Academic Studio Circulation
Auditorim Fashion Showroom Admission Office Circulation
Fashion Showroom Admission Offic Circulation
Shred
01.
Ridge
02.
Cascading
03.
plan
section
plan
section
plan
section 01.
02.
03.
04. Elevation a.
Elevation b.
Initial Fashion Design Diagram
a.
Section perspective shows the middle public circulation in relation with the dwelling units around, as well as the connection between the site and the building through the stairs. b.
Philadelphia Academic Urban Center Critic: Danielle Williams University of Pennsylvania By investing the gradient shift of the industrial sites in the city scale, it points out a system of gradient decay, relating to the overall urban infrastructure. The dynamics of this system can be translated into a consistent variation between growth and decay, the transformation and deformation. The project starts with mapping, changes of industrial sites throughout the history, from the mass to location. So the shift of the industrial site, shows a system of gradient decay within the city. Another formal investigation of the geometry study started here. By applying the L-system Rule, a recursive system, it generates a gradient pattern from each element and together develops into a 3-dimensional gradient form. Also another study is on the intensive properties. The shift between old and new properties provides a pressure distribution to the system. The primary system is used to define the program massing forms, and the secondary system is used as the outlines for massing partition. First, the very basic mass is created based on the program usage. With more specific programmatic space division, the method of deconstruction and deformation further reforms the new building, and with a gradient skin texture. And this skin system becomes the support and connection to each program spaces. Based on the different programmatic space, the skin condition changes. The modules are more closed so that they transform the existing building with more enclosure space. And the modules are more dense when they create the circulation space here. And the new form is constructed with much larger modules and have more openings. When the skin modules meet the existing building, they deform differently based on the application. There are places where they deform the walls, connect the two buildings, and where they extend into the landscape. The skin deconstructs and reforms the existing building with the new condition.
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a.
a.
b.
c.
b.
c.
Exsiting Building Deform
Property
Site:1.35k sf
Open Space
Water
Access
Exsiting Building on Site
2k sf
1.6k sf
Site Pattern
Transpotation 1,350k sf Noise Level
Interstate 76 Grays Ferry Ave S. 34th St. Schuykill Trail
0.5k sf
The focus within the site is where the old existing buildings meet the new. First, the very basic mass is created based on the program usage. With more specific programmatic space division, the method of deconstruction and deformation further reforms the new building, and with a gradient skin texture. And this skin system becomes the support and connection to each program spaces.
Circulation Space
New Space
Existing Building
Intensity Condition
Circulation
Forth Level | Auditorium Third Level | Acdamic Space Third Level | Public Circulation (From Exsiting to Main Building) Second Level | Exsiting Building Ground Lever | Ramp ( from Ground to Second Level)
Structural Grids
Perspective Plan
Basic Module
Academic Office Public Service Cucirlation
Program Mass
There are couples of ways to enter the buildings. The main one is where visitors enter here, and walk through the existing building, where visitors can experience the gradient changes within the building. Then turn the corner and step into the new building, and experience this long path smoothly transform the corner. The circulation diagram also shows how it connects programs on different levels.
Skin Deform
Mass
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i. Subsitution System | Site Pattern
Elasticity = 0
Elasticity = 0
Elasticity = 0
Elasticity = 0
Elasticity = 0
Elasticity =
Cutoff = 0 Strenth = 0
Cutoff = 100 Strenth = 0
Cutoff = 200 Strenth = 0
Cutoff = 300 Strenth = 0
Cutoff = 400 Strenth = 0
Cutoff = 0 Strenth = 0
Elasticity = 0
Elasticity = 0
Elasticity = 0
Elasticity = 0
Elasticity = 0
Elasticity =
Cutoff = 0 Strenth = 0
Cutoff = -100 Strenth = 0
Cutoff = -200 Strenth = 0
Cutoff = -300 Strenth = 0
Cutoff = -400 Strenth = 0
Cutoff = 0 Strenth = 0
Elasticity = 0
Elasticity = 0
Elasticity = 0
Elasticity = 0
Elasticity = 0
Elasticity =
Cutoff = 0 Strenth = 0
Cutoff = 0 Strenth = 100
Cutoff = 0 Strenth = 200
Cutoff = 0 Strenth = 300
Cutoff = 0 Strenth = 400
Cutoff = 0 Strenth = -
Elasticity = 1
Elasticity = 1
Elasticity = 1
Elasticity = 1
Elasticity = 1
Cutoff = 0 Strenth = 0
Cutoff = -100 Strenth = 0
Cutoff = -200 Strenth = 0
Cutoff = -300 Strenth = 0
Cutoff = -400 Strenth = 0
Elasticity =
Cutoff = -1 Strenth = 0
Elasticity = 1
Elasticity = 1
Elasticity = 1
Elasticity = 1
Elasticity = 1
Cutoff = 0 Strenth = 0
Cutoff = 0 Strenth = 100
Cutoff = 0 Strenth = 200
Cutoff = 0 Strenth = 300
Cutoff = 0 Strenth = 400
Elasticity = 0
Elasticity = 0
Elasticity = 0
Elasticity = 0
Elasticity = 0
Cutoff = 0 Strenth = 400
Cutoff = 100 Strenth = 400
Cutoff = 200 Strenth = 400
Cutoff = 300 Strenth = 400
Cutoff = 400 Strenth =400
Elasticity = 1
Elasticity = 1
Elasticity = 1
Elasticity = 1
Elasticity = 1
Cutoff = -100 Strenth = 0
Cutoff =-100 Strenth = 100
Cutoff = -100 Strenth = 200
Cutoff = -100 Strenth = 300
Cutoff = -100 Strenth = 400
Elasticity =
Cutoff = -1 Strenth = 0
Elasticity = 0
Elasticity = 0
Elasticity = 0
Elasticity = 0
Elasticity = 0
Cutoff = -50 Strenth = 50
Cutoff = -100 Strenth = 100
Cutoff = 200 Strenth = -200
Cutoff = 300 Strenth = -300
Cutoff = 400 Strenth = -400
Elasticity = 0
Elasticity = 0.25
Elasticity = 0.5
Elasticity = 0.75
Elasticity = 0.9
Cutoff = -300 Strenth = 300
Cutoff = -300 Strenth = 300
Cutoff = -300 Strenth = 300
Cutoff = -300 Strenth = 300
Elasticity = 1
Elasticity = 1.25
Elasticity = 1.5
Elasticity = 1.75
Elasticity = 2
Cutoff = -300 Strenth = 300
Cutoff = -300 Strenth = 300
Cutoff = -300 Strenth = 300
Cutoff = -300 Strenth = 300
Cutoff = -300 Strenth = 300
Circulation Ramp Staircase
Landscape Ramp Rooftop Circulation
Massing Program Commercial Mix-Used Academy
Cutoff = -300 Strenth = 300
By applying the gradient structure to the site, it creates a system language. So the primary system is used to define the program massing forms, and the secondary system is used as the outlines for massing partition.
1900
1800
2000 Philadelphia Industrial Records
Hunting Park West This area has strong potential to better integrate with the surrounding neighborhoods by develping community-scale retail services and a range of other appropriate uses on large vacant parcels. Good transportation accedd can be further enhanced by expanding transit services and accommodating bike routes on roadways.
Far N Reg orthea iona s l Ce t nte
r
g Park
Huntin
West
Navy Yard The process is well underway to repurpose unused buildings and construct new buildings for a mix of uses including modern besiness, research and development, distribution and manufacturing. Implementation of a smart energy grid and high performance building practices position the Navy Yard as a rational showcase for energy efficiency and sustainability.
Amtrak Co
rridor
Nort
Amtrak Corridor
h Bro
ad
North Broad This area offers a transportation-oriented framework for development that improves access between local, regional, and intercity transit. Opportunutes exist for improved access, infill development in and around commercial and transit nodes, and improved pedestrian and bicycle access to busniesses, neightborhoods, and Temple University.
Ph
Present
ilad Aireplphia ort Inte (PH rna L) tion a
l
Navy Ya
rd
North Delaware Plans are already being implemented to connect the waterfront to adjoining neighborhoods and develop waterfront land appropriately for a new mix of uses.
Philadelphia International Airport |PHL Plans for expansion will allow the airport to accommodate additional runways, terminals, and parking, and to enhance PHL’s international competitiveness, reduce delays, and improve satisfaction with Philadelphia’s international aviation gateway.
Central Delaware Waterfront
Lower Schuylkill The area stretching along the lower Schuylkill River can serve a range of activies that benefit from proximity to the Metropolitan Center and Subcenter (Navy Yard/Sports Complex/PHL). Land close to the Center may be targeted for institutional, office, and recreational uses. Tracts close to the Subcenter can host complementary uses such as hotels, office, and tranportation services. Other tracts may be dedicated utility, industry and environmental management areas.
Proximity to the Metropolian Center makes the Delaware River waterfront attractive for mixed residential and commercial projects and for new recreational and park amenities. Better access will be achieved by extending the street grid to the waterfront and by building a rapid transit line along Delaware Avenue.
Site Philadelphia Center City Major Crossroad Minor Crossroad old industrial site present industrial site present heavy industrial site
Site Analysis in Urban Scale
de.Industrialization |Gradient Decay
Philadelphia Riverside Performing Center Critic: Simon Kim University of Pennsylvania
A machine is a tool that consists of one or more parts, and uses energy to meet a particular goal. The advent of electronics technology has led to the development of power tools without moving parts that are considered machines. A simple machine is a device that simply transforms the direction or magnitude of a force, but a large number of more complex machines exist. When performing art meets mechanical technology, It’s the balance between soft and hard, where the building project is placed on the net that structurally supports the building. This project is located in Philadelphia on the Schuylkill River between the bridges of Market St and JFK Blvd. The study is on how control points change the relationship between each line, and physical model testing shows how the form changes the lines and how they react back and restrict the form itself. It shows the similar relationship between the structural net and the building project.
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Full Scale Installation Philadelphia, PA PennDesign Arch501. Installation Prof. Simon Kim In collaboration with Can Fu Fall2013
Digital Fabricatio
SERIES [ONE] | EXPANTION
SERIES [TWO] | EXCLUSION
SERIES [TTHREE] | BLENDING
SERIES [FOUR] | FLOWING
SERIES [FOUR] | WHIRLING
Moreover, the idea of this portable mechanical building is also in the act of performing itself, as a performer. While the one module is moving, it also changes the relationship with the net, and to the whole site.
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fourth fl.
fifth fl.
sixth fl.
01. Auditorium .lower lever 02. Locker Room 03. Cafeteria
01. Auditorium .upper lever 02. Lounge 03. Dance Studio
01. Dance Studio
basement fl.
ground fl.
first fl.
01. Platform
01. Public Performing Plaza
01. Observation Platform
A
A’
seventh fl.
eighth fl.
01. Dance Studio
01. Observation Tower
second fl.
third fl.
01. Stores 02. Sitting Area
01. Administration Office 02. Meeting Room 03. Auditorium Backstage
Design and Others .. professional
Sino-Singapore Guangzhou Knowledge City Competition DP Architects Pte Ltd
Row House Addition Revit Design
Ink Chair Concrete Bridge Carina Waffle and Tea 3701 Chestnut St, Philadelphia, PA 19104
Photography Graphic Design
Design Projects
100
60 | YIN REPROGRAPHICS
4.1
ECC
2'-6"
2'-6"
improve connection to natural light 8'-0"
improve acoustic privacy and control
Consider desk-sharing BACKFILL IT
100
improve furniture layout and ergonomics BACKFILL
6'-0"
ROCC
2'-6"
4'-6"
2'-6"
relocate/consolidate mail facilities 10'-0"
improve wayfinding and signage
0
1 2 3 4 5 6 7 8 9 10
5'-0"
1/64” = 1’0” n 7'-0"
80
3'-6"
1
The following pages describe the challenges FLOOR 900 42 and opportunities in more detail. Refer 1/64” = 1’0” to Tab 5 for Design Alternatives that incorporate these ideas. Refer to Tab 6 for technical analysis of the opportunities related to infrastructure and costs to implement.
SPACE PROGRAM MOS - CMR RTC RCC Contractor Space Credit Unions MOS - OARC Health Unit Food Service Mechanical and Service Space Auditorium
1'-6"
Centralize break and work areas SPACE PROGRAM 1 ROCC 2 Backfill Tenant
2'-6"
3'-6"
FLOOR
2
1/64” = 1’0”
Create neighborhoods to break down the scale of the floor 41 8'-0"
enforce ssA's identity in the workplace 40
wOrKpLACe FACILITY OPPORTUNITIES OppOrtunities
12'-0"
restack facility to improve adjacencies
6'-0"
9'-0"
16'-0"
300
improve connection to natural light
4'-0"
DESIGN ALTERNATIVE STUDY 02 BASEMENT LEVEL PLAN 1" = 64'-0"
200
7'-0"
5'-6"
FLOOR
35
SPACE PROGRAM Warehouse MOS - CMR PSO - OARC Contractor Space PSO - OSB OGC MOS - CASI MOS - CHR Mechanical and Service Space Backfill Tenant
insert collaboration spaces
21'-5"
2'-6"
2'-6"
1 2 3 4 5 6 7 8 9 10
1600
6'-0"
1'-6"
2'-0"
5'-0"
improve occupant thermal comfort improve and expand amenities
reconfigure conference and training facilities to be flexible and Av/it rich
7'-0"
LOADING
3'-6"
restack facility to improve adjacencies
3'-6"
6'-0"
RAU MAIL MAIL ROOM ROOM
wOrKpLACe FACILITY OPPORTUNITIES OppOrtunities
4'-6"
WAREHOUSE
Centralize break and work areas
3'-6"
right-size offices and evaluate workstation sizes
RCCFirst, MGA analyzed RTCthe workplace, or office
and meeting spaces and the furniture, rooms, C/U and technology that support them. Second, the A/V facility at large was analyzed, including amenity H/U 42 identity. and support functions, infrastructure, and CAFETERIA From that analysis of the CMRchallenges that exist KITCHEN today, MGA developed a list of opportunities SW SE Lobby Lobby that the government may consider as part of a comprehensive renovation, illustrated to the right.
900
4'-0"
2'-6"
36
This analysis was completed at two scales.
2'-0"
insert collaboration spaces
4'-6"
REPROGRAPHICS
PARKING
Initial Floor Plan Design Study
reconfigure conference and training facilities to be flexible and Av/it rich
7'-0"
The following pages describe the challenges and opportunities in more detail. Refer to Tab 5 80 for Design Alternatives that incorporate these wOrKpLACe OPPORTUNITIES WORKPLACE OppOrtunities ideas. Refer to Tab 6 for technical analysis of the opportunities related to infrastructure and costs to reduce vacancy implement. 6'-0"
4'-6"
5.4
BACKFILL WAREHOUSE
5'-0"
O ve r vi e w
MGA performed a gap analysis to evaluate 33 the challenges that SSA faces today and the opportunities to improve the efficiency and efficacy of the workplace, reduce SSA's footprint, consolidate space to improve utilization, and make the MATSSC a better, more comfortable place for North the Lobby personnel.
SCHEME 2 D es i gn A l t e rn A t i v e s t u D i e s
25
1'-6"
4.1
improve furniture layout and ergonomics
5'-0"
5'-6"
DESIGN ALTERNATIVE STUDY 02 BASEMENT LEVEL PLAN 1" = 64'-0"
1/64” = 1’0”
5'-0"
141
FLOOR
3'-0"
100
n
SPACE PROGRAM MOS - CMR RTC RCC Contractor Space Credit Unions MOS - OARC Health Unit Food Service Mechanical and Service Space Auditorium
Consider desk-sharing
3'-4"
1 2 3 4 5 6 7 8 9 10
right-size offices and evaluate workstation sizes
10'-0"
0
1/64” = 1’0”
This analysis was completed at two scales. First, MGA analyzed the workplace, or office and meeting spaces and the furniture, rooms, SPACE PROGRAM and technology that support them. Second, FLOOR the 1 ROCC 1/64” = 1’0” 2 Backfill Tenant facility at large was analyzed, including amenity and support functions, infrastructure, and identity. From that analysis of the challenges that exist today, MGA developed a list of opportunities 35 that the government may consider as part of a comprehensive renovation, illustrated to the right.
6'-0"
FLOOR
SPACE PROGRAM Warehouse MOS - CMR PSO - OARC Contractor Space PSO - OSB OGC MOS - CASI MOS - CHR Mechanical and Service Space Backfill Tenant
SE Lobby
reduce vacancy
5'-0"
CMR
Mid-Atlantic Social Security Center Future Workplace 1 2 Recommendations Report
10'-0"
CAFETERIA KITCHEN SW Lobby
LOADING
1 2 3 4 5 6 7 8 9 10
A/V
H/U
wOrKpLACe OPPORTUNITIES WORKPLACE OppOrtunities
3'-0"
C/U
RAU MAIL MAIL ROOM ROOM
PARKING
1'-6"
WAREHOUSE
MGA performed a gap analysis to evaluate BACKFILL IT SSA faces today and the the challenges that opportunities to improve the efficiency and BACKFILL efficacy of the workplace, reduce SSA's footprint, ROCC consolidate space to improve utilization, and make the MATSSC a better, more comfortable place for the personnel.
RTC
2'-6"
RCC
O v e r v ie w
12'-6"
North Lobby
ECC
BACKFILL WAREHOUSE
4 - O p p Ortimprove u n it ie sacoustic privacy and control 48 2'-0"
1'-6"
25
2'-0"
35
100
Create neighborhoods to break down the5'-0"scale of the floor 1'-6"
2'-6"
4'-6"
5'-6"
5'-6"
1'-6" 4'-6"
10'-0"
400 100
6'-0"
3'-0"
10'-0" 12'-6"
6'-0"
2'-6"
42
4'-6"
48'-0" 10'-0"
6'-0"
4'-6"
3'-6"
12'-0"
15'-0"
7'-0"
500
8'-0"
7'-0"
4'-6"
40
3'-0"
12'-6"
3'-6"
5'-6"
900
12'-0" 15'-0"
2'-6"
1'-6" 4'-6"
15'-0"
8'-0"
1'-6"
8'-0"
10'-0"
4'-0"
F U TU R E W O R K P A T T E R25'-0"N S
8'-0"
8'-0"
42'-0"
100
64
6'-0"
4'-6"
2'-0"
25'-0" 3'-6"
Work area, includes storage
5'-6"
3'-0"
48
10'-0"
6'-6"
1'-6"
3'-6"
300
Layout Areas, 40 SF 1 per 15 occupants
3'-6"
4'-0"
5'-6"
12'-0"
21'-5"
80 2'-6"
6'-0"
3'-6"
20'-0"
7'-0"
9'-0"
16'-0"
1'-6"
2'-6"
1'-6"
5'-0"
2'-6"
5'-6"
35
2'-6"
42
2'-0"
3'-6"
32'-0"
Seats 2-4 Enclosed area with table and flat-panel
3'-4"
4'-6"
200
1'-6"
1'-6"
Huddle Rooms, 80-100 SF 1 per component or 1 per 45 occupants
25'-0"
2'-6"
25'-0"
8'-0"
8'-0"
5'-6"
4'-6"
3'-6"
Seats 2-4 Open Area with soft seating
1'-6"
1'-6"
10'-0"
3'-6"
6'-0"
4 - O p p Or tu ni ti e s
2'-0"
1'-6"
2'-6"
6'-0"
36
15'-0"
3'-6"
Collaboration / Teaming Areas, 60-100 SF 1 per component or 1 per 45 occupants 2'-6"
16'-0"
80
4'-0"
2'-6"
300 2'-6"
3'-6"
7'-0"
10'-0"
64 8'-0"
3'-0"
12'-6"
3'-6"
33'-4"
8'-0" 2'-6"
2'-6"
33 5'-6"
1'-6"
200
enforce ssA's identity in the workplace
20'-0"
7'-0"
6'-6"
4'-6"
10'-0"
12'-0"
25'-0"
Seats 10 - 30 (or more) Size determined by SSA Large Site Standards
4'-6"
5'-0"
5'-0"
7'-0"
3'-0"
10'-0"
2'-6"
49
8'-0"
relocate/consolidate mail facilities Meeting Rooms, 250 - 500 SF (or more) [240 SF for up to 15 people, plus 16 SF per addtl. 500 person] improve wayfinding and signage
10'-0"
1'-6"
1600
6'-0"
improve and expand amenities
10'-8"
4'-6"
8'-0" 42'-0"
5'-0"
5.4
100
2'-6"
8'-0"
D es i gn A l t e r n At i ve s t u D i e s
2'-6"
10'-0" 3'-0"
12'-0"
4'-6"
6'-0"
SCHEME 2
15'-0"
4'-0"
5'-6"
3'-6"
improve occupant thermal comfort
10'-8"
10'-0"
1'-6" 2'-6"
64
5'-6"
3'-6"
2'-6"
8'-0"
3'-6"
2'-6"
4'-6"
3.4 12'-0"
FLOOR FOUR
123
lOCAte A COmmunAl
town hall At the
Center Of the flOOr
open office
collaboration spaces
priVate offices
break rooms
conference rooms
mechanical spaces
print/copy/ storage
124
grOup tOgether A
central hub Of Amenities
neighborhoods
COnCeptuAl prOtOtypes
5.2
5 - D es ign AlternA tives
open office
collaboration spaces
priVate offices
break rooms
conference rooms
mechanical spaces
print/copy/ storage
neighborhoods
62 | YIN
Location
China
Guangzhou,
The themes within the CORE of Guangzhou Knowledge City are according to the needs of pursuit in knowledge of modern man. In the centre of the Jiu Long Lake is the Knowledge Isle – the symbol of knowledge. It is a publicly accessible island with an open air performing stage and an exhibition centre. It will showcase the innovative ‘produce’ of the Guangzhou Knowledge City to the World.
中新广州知识城核心区城市设计国际竞赛 SINO-SINGAPORE GUANGZHOU KNOWLEDGE CITY INTERNATIONAL COMPETIION FOR URBAN DESIGN
Surrounding the Knowledge Island is the centre of communication (the highest dense commercial development within the CORE which serves as a transport hub and a commerce centre). The Forum (a bustling place with an integrated Convention Centre with Hotels and recreational program), the centre of Product Innovation (a research hub for product invention and development), the Wellness City (a place of healthy living) and Garden by the Lake ( a garden for the city and a place for research in environment sustainability).
A Multi-faceted and Dynamic City
IT & Communication
The Forum
Product Innovation Center
Garden by the Bay
Sport Center
Wellness Retreat
PLANNING METHODOLOGY
Current Condition
Central Island
N-S Axis
Landscape
Waterfront Corridor
64 | YIN
BIM This project is to build an additional building next to their existing row house. It requests an addition reflective of a new sensibility in the design of urban townhouses. Modern materials and open space planning will be used for the addition. Its program will include a digital arts studio and a painting studio. The addition will be built to the east of the existing row home.
All aspects of the addition remain within the property lines. There are no setbacks. The addition will be a total of 3 stories high (including a basement level and 2 stories above grade). It will be accessed from the interior of the existing house; from the stair landings at the basement, ground, and second floor respectively. The various floors will not have interior partitions, all floors will remain open. The Second floor height will be 13’-6�, while the Roof level will be at 27 feet above ground.
Floor Plan
SIYUAN
15' - 9 1/2"
YIN
16' - 0 1/2"
16' - 0 1/2" 10' - 0"
1 ADD201
1
1
1
ADD201
ADD202
3' - 0"
1
1
1
ADD201
ADD202
ADD201
1 ADD202
16' - 0 1/2"
3' - 0"
7' - 0"
3' - 0"
ADD202
PennDesign University of Pennsylvania
UP
Arch531 Construction Technology
43' - 10 1/2"
DN
DN
UP
UP
UP
3 ADD201
3
ADD201
Drawn By Checked By
1
ADD Basement Floor Plan 3/8" = 1'-0"
2
ADD Ground Floor Plan 3/8" = 1'-0"
ADD Second Floor Plan 1 3/8" = 1'-0" Scale
Project Number Issue Date Siyuan Yin Checker
ADD102
3/8" = 1'-0"
10' - 0"
11/25/2013 11:22:17 AM
Date
43' - 10 1/2"
43' - 10 1/2"
3
PennDesign Construction
Project Number
ADD202
DN
ADD201
1' - 4"
3 ADD201
UP
2
ADD202
3' - 8 1/2"
30' - 1"
DN
3' - 8 1/2"
43' - 4"
ADD202
DN
Basement/Ground Floor Plan
2
2
Pine Street Additional House
2 ADD202
2
ADD Level 3 3/8" = 1'-0"
SIYUAN
YIN
PennDesign University of Pennsylvania
Arch531 Construction Technology
Pine St. Philadelphia, PA Revit - Building InformationModel
3D Exterior View
Pine Street Additional House
Row Home Addition
SIYUA
PennDesign Construction
Date
1 ADD401 1
3
ADD202
ADD201
Drawn By Checked By
3D View of Exterior Scale
Project Number Issue Date Siyuan Yin 3 ADD401 Checker
ADD001
2 ADD401
11/25/2013 11:22:13 AM
Project Number
2
1
1
YI
ADD201
ADD202
Level T.O. Roof 34' - 0 13/16"
Level T.O. Roof 34' - 0 13/16"
SIYUAN
YIN
Level 3 23' - 6"
PennDesig
Level 3 23' - 6"
University of Pennsylvania
Arch531 Construction Techn Level 3 Rear 21' - 0"
Level 3 Rear 21' - 0"
Level 2 13' - 6"
Pine Street Additional House
Level 2 Rear 11' - 0"
Level 1 2' - 0"
Second/Roof Floor Plan
Pine Street Additional House
Level 2 Rear 11' - 0"
Level 1 2' - 0"
GROUND 0' - 0"
GROUND 0' - 0"
Level Basment -6' - 6"
Level Basment -6' - 6"
SIYUA
Section | Looking North and West
PennDesign Constructio
PennDesign Construction
Drawn By Checked By
Scale
Project Number Issue Date Siyuan Yin Checker
ADD103
3/8" = 1'-0"
1
Building Section - Looking East 3/8" = 1'-0"
2
Building Section - Looking South 3/8" = 1'-0"
1
1
ADD201
ADD202
Project Number Date Drawn By
3
2
ADD201
ADD202
YI
Proje I S
Checked By
Scale
Level T.O. Roof 34' - 0 13/16"
ADD202
3
Level T.O. Roof 34' - 0 13/16"
PennDesig University of Pennsylvania
Arch531 Construction Techn Level 3 23' - 6"
Level 3 23' - 6"
Level 3 Rear 21' - 0"
Level 2 13' - 6"
Level 2 13' - 6"
Level 2 Rear 11' - 0"
Level 1 2' - 0"
Level 1 2' - 0"
GROUND 0' - 0"
GROUND 0' - 0"
Level Basment -6' - 6"
Level Basment -6' - 6"
Pine Street Additional House
Date
11/25/2013 11:22:17 AM
Project Number
Building Section_E/S
Level 2 13' - 6"
University of Pennsylvania
Arch531 Construction Technology
Building Section_W/N
PennDesign
PennDesign Constructio
S 66 | YIN 1/2" Clapboard Siding 8 Mil Air Barrier 3/4" Plywood Sheating 8" Metal Stub Wall 8 Mil Vapor Barrier 1/2" Gypsum Board Interior
3
8'x6' Chrome Frame Skyline 1" Insulated Glass
ADD201
2x8 Wood Blocking 4" Exterior Brick Masonry 1 1/2" Air Cavity 4 1 1/2" Rigid Insulation ADD501 8" Concrete Masonry Block 6 Mil Vapor Barrier Metal Coping 1/2" Metal Furring 3/4" Interior 2"x15" WoodFinish NailerGypsum Board
3
8'x6' Chrome Frame Skyline 1" Insulated Glass
ADD201
2x8 Wood Blocking
4 ADD501
2' - 8"
Metal Coping
Solar Shading Device Rowlock Sill 15" Slope
Level 3 23' - 6"
Pe
2"x6" Lumber
Unive
1 ADD501
6' - 0"
Arch5 10' - 0"
10' - 0"
1 ADD501
6' - 0"
10' - 0"
Insulation Curtain Filling Wall 2"x10" Roof Framing
Level 3 Rear 21' - 0"
6' - 0"
Level 3 Rear 21' - 0"
Level 3 23' - 6"
2' - 5"
6" Grass Geotext Tile Drainage Membrane Layer 1" Sand 3/4" Bitumen high Density Board 3/4" EPDM Membrane Roofing 2" Thermal Barriers Moisture Barriers 3/4" Plywood Sheating 9-1/4" Dimension Lumber 1/2" Gypsum Wall Board Insulation Filling 2"x10" Roof Framing
6' - 4"
2' - 5"
6' - 4"
Level Level3 3 23' 23'- -6"6"
8' - 0"
1 ADD502
Wood Blocking
1' - 9"
Wood Blocking 6" Grass Geotext Tile Drainage Membrane Layer 6" Grass 1" Sand Membrane Geotext Tile Drainage 3/4" Bitumen high Density Layer Board 1" Sand 3/4" EPDM Membrane 3/4" Bitumen high Density Board Roofing 3/4" EPDM Membrane Roofing 2" Thermal Barriers 2" Thermal Barriers Moisture Barriers Moisture Barriers 3/4" Plywood Sheating 3/4" Plywood Sheating 9-1/4" Dimension Lumber 9-1/4" Dimension Lumber Gypsum Board 1/2"1/2" Gypsum WallWall Board
2 ADD502
8' - 0"
2"x15" Wood Nailer
Rowlock Sill 15" Slope Flashing with Drip Edge
Level Level2 2 13' 13'- -6"6"
2"x10" Lumber
4" Exterior Brick Masonry 1 1/2" Air Cavity 1 1/2" Rigid Insulation 8" Concrete Masonry Block 6 Mil Vapor Barrier 1/2" Metal Furring 3/4" Interior Finish Gypsum Board 12' - 8"
Level Level2 2Rear Rear 11' 11'- -0"0"
Metal Wall Ties
Level 2 Rear 11' - 0"
Level 2 Rear 11' - 0"
11' - 6"
Metal Wall Ties Vertically Spaced @16" O.C.
11' - 6"
Vertically 6"x8"x16" Bond Beam Spaced @16" O.C.
Level 2 13' - 6"
12' - 8"
4" Exterior Brick Masonry 1 1/2" Air Cavity 1 1/2" Rigid Insulation 8" Concrete Masonry Block 6 Mil Vapor Barrier 1/2" Metal Furring 3/4" Interior Finish Gypsum Board
3 ADD501
6' - 0"
3 ADD501
Insulation
Level 2 13' - 6"
11' - 6"
with Drip Edge
2 ADD501
Pine Street Additional House
3 Flashing ADD503
4" Exterior Brick Masonry 1 1/2" Air Cavity 1 1/2" Rigid Insulation 8" Concrete Masonry Block 6 Mil Vapor Barrier 1/2" Metal Furring 3/4" Interior Finish Gypsum Board
8"x8"x16" Concrete Bond #4 Rebar
2 ADD501
1-1/4" Column Anchor 2 ADD503
8"x8"x16" Bond Beam
8"x8"x16" Bond Beam
Level Level1 1 2'2'- 0" - 0"
L6"x6"x1/2 Steel Angle Support L6"x6"x1/2 Steel Angle Support 1" Anchor Bolt
L6"x6"x1/2 Steel Angle Support
GROUND GROUND 0'0'- 0" - 0"
Level 1 2' - 0"
Level 1 2' - 0"
GROUND 0' - 0"
GROUND 0' - 0"
1" Anchor Bolt
2 1/2" Rigid Insulation
Gravel
Gravel
32"x16" Concrete Footing
32"x16" Concrete Footing
Level LevelBasment Basment -6'-6'- 6" - 6"
Level Basment -6' - 6"
6" Poured Concrete Floor Slab
Level Basment -6' - 6" 1' - 4"
4" French Drain 1' - 4"
4" French Drain
9' - 5"
9' - 5"
9' - 5"
2 1/2" Rigid Insulation
9' - 0"
9' - 0"
1" Anchor Bolt
6" Poured Concrete Floor Slab
2 1/2" Rigid Insulation
2 1/2" Rigid Insulation
1" Gravel Layer
1" Gravel Layer
P
Project Number ADD Wall Section - North ADD Wall Section - East 2 1/2" = 1'-0" 1/2" = 1'-0"
ADD Wall ADD Section Wall -Section North - South 3 1/2" = 1'-0" 1/2" = 1'-0"
1
3
3
2
ADD201
ADD202
ADD Wall Section - South 1/2" = 1'-0"
Date Drawn By
SIYUAN
Checked By
SIYUAN SIYUAN
0' - 9"
2' - 8"
YIN YIN Level 2 13' - 6"
1' - 6 1/2" 1' - 11 1/2"
4"x8"x16" CMU Blocks
PennDesign PennDesign Arch531 Construction Arch531 Construction Technology Technology
1/8" Low-E Tempered Glass 1/4" Argon Fill 1/8" Heat Mirror Film R5.6 TC 88 IGU 1/8" Annealed Glass
3' - 1"
17' - 0"
2' - 4 1/2"
1' - 6"
2' - 5"
8"x8"x16" Concrete Bond Beam
0' - 2 1/2"
10' - 0" 3' - 0"
Metal Wall Ties Vertically Spaced @16" O.C.
4' - 9 1/2"
4" Exterior Brick Masonry 1 1/2" Air Cavity 1 1/2" Rigid Insulation 8" Concrete Masonry Block 6 Mil Vapor Barrier 1/2" Metal Furring 3/4" Interior Finish Gypsum Board
Level 3 23' - 6"
Typical Wall Call Out Details
Level 3 23' - 6"
1/8" Low-E Tempered Glass 1/4" Argon Fill 1/8" Heat Mirror Film R5.6 TC 88 IGU 1/8" Annealed Glass
2' - 9 1/2"
2' - 0"
1' - 9"
0' - 10"
2' - 0"
0' - 10"
10' - 0"
8' - 0"
2' - 5"
8' - 0"
10' - 0"
2x8 Wood Blocking 2x8 Wood Blocking
Pine Street House Typical WallAdditional Call Out Details
Callout Detail of Curtain Wall 1/2" = 1'-0"
8'x6' Chrome Frame Skyline 8'x6' Chrome Frame Skyline 1" Insulated Glass 1" Insulated Glass
2' - 5"
0' - 10"
Pine Street Additional House
1 6" Grass 6" Grass Geotext Tile Drainage Geotext Tile Drainage Membrane Layer Membrane Layer 1" Sand 1" Sand Bitumen high Density Board 3/4" Bitumen high 3/4" Density Board 3/4" EPDM Membrane Roofing 3/4" EPDM Membrane Roofing 2" Thermal Barriers2" Thermal Barriers Moisture Barriers Moisture Barriers 3/4" Plywood Sheating 3/4" Plywood Sheating 9-1/4" Dimension Lumber 9-1/4" Dimension Lumber 0' - 10" Gypsum Wall Board 1/2" Gypsum Wall1/2" Board
6' - 0"
2 A201
Arch531 Construction Technology
University ofUniversity Pennsylvania of Pennsylvania
Flasing Drip Edge Flasing Under Sill Drip Edge Under Sill
6' - 0"
2 A201
University of Pennsylvania
8"x8"x16" Concrete Bond Beam L6"x6"x1/2" Steel Angle Support
0' - 5"
1-1/4" Clapboard1-1/4" SidingClapboard Siding 3/4" Wood furring 3/4" Wood furring 3/4" Wood Sheating 3/4" Wood Sheating Plywood Plywood 5-1/2" Wood Stud 5-1/2" Layer Wood Stud Layer 3/4" Gypsum Wall3/4" board Gypsum Wall board
PennDesign
2"x10" Wood joists
Pine Street Additional House
1' - 9"
Level 2 Rear 11' - 0"
Level 3 23' - 6"
6' - 0"
1' - 9"
Level 3 23' - 6"
96" x 72" Fixed Window 96" x 72" Fixed Window 3 ADD201
Level 3 23' - 6"
Wood Blocking
6' - 1"
3 ADD201
Scale
6" Grass Geotext Tile Drainage Membrane Layer 1" Sand 3/4" Bitumen high Density Board 3/4" EPDM Membrane Roofing 2" Thermal Barriers Moisture Barriers 3/4" Plywood Sheating 9-1/4" Dimension Lumber 1/2" Gypsum Wall Board
5' - 6"
5' - 6"
18' - 2"
1' - 0"
5' - 0"
6" Grass 6" Grass Geotext Tile Drainage Membrane Geotext Tile Drainage Membrane Layer Layer 1" Sand 1" Sand 3/4" Bitumen high 3/4" Density Board Bitumen high Density Board 3/4" EPDM Membrane Roofing 3/4" EPDM Membrane Roofing 2" Thermal Barriers2" Thermal Barriers Moisture Barriers Moisture Barriers 3/4" Plywood Sheating 3/4" Plywood Sheating 9-1/4" Dimension Lumber 9-1/4" Dimension Lumber 1/2" Gypsum Wall1/2" Board Gypsum Wall Board
Call Out Detail for Curtain Wall
Construction Call-Out Details
YIN
4" Exterior Brick Wythe Weathered Mortar Joint 1-1/2" Air Cavity 1-1/2" Rigid Insulation 8"x8"x8" Bearing CMU 8ML Vapor Barrier 1/2" Metal Furring 3/4" Gypsum Board Interior
Level 3 Rear 21' - 0"
1' - 9"
0' - 9"
1' - 9"
L6"x6"x1/2" Steel Angle Level 2 13' - 6"
Level 1 2' - 0"
5-1/2" Insulation 5-1/2" Insulation 9" Insulation
1
Project Number
Date
Date
Drawn By
Drawn By
Checked By
Checked By
Callout of Cantilevered Callout Roof of Cantilevered And Floor Roof And Floor Callout of Curtain Wall Sill Framing Framing 2 1 1 1'-0" 1/2" = 1'-0" 1 1/2" = 1'-0" 1 1/2" =
Scale
Project Number Project Number Issue Date Issue Date Siyuan Yin Siyuan Yin Checker Checker
ADD502 ADD502 Scale
PennDesign Construction
Project Number Date
GROUND 0' - 0"
1 1/2" = 1'-0"1 1/2" = 1'-0"
Drawn By 11/25/2013 11:22:21 AM
Callout of Green Roof Callout at Skylight of Green Roof at Skylight 2 1 1/2" = 1'-0" 1 1/2" = 1'-0"
Project Number
11/25/2013 11:22:21 AM
2
Level 2 13' - 6"
9" Insulation
4" Exterior Brick Masonry 4" Exterior Brick Masonry 1 1/2" Air Cavity 1 1/2" Air Cavity 1 1/2" Rigid Insulation 1 1/2" Rigid Insulation PennDesignPennDesign ConstructionConstruction 8" Concrete Masonry Block Masonry Block 8" Concrete 6 Mil Vapor Barrier6 Mil Vapor Barrier 1/2" Metal Furring 1/2" Metal Furring 3/4" Interior Finish Gypsum Board 3/4" Interior Finish Gypsum Board
Checked By 3
Callout of Curtain Wall Head 1 1/2" = 1'-0"
Scale
Project Number Issue Date Siyuan Yin Checker
ADD503
As indicated
11/25/2013 11:22:21 AM
Level 2 13' - 6"
0' - 9 1/2"
0' - 11"
1" Anchor Bolt
0' - 11"
1
A
1/2" Clapboard Siding 8 Mil Air Barrier 3/4" Plywood Sheating 8" Metal Stub Wall 8 Mil Vapor Barrier 1/2" Gypsum Board Interior
4 ADD501 2 ADD502
8' - 0"
2"x15" Wood Nailer
1 ADD502
2' - 5"
Level 3 23' - 6"
Level 3 23' - 6"
Level 3 Rear 21' - 0"
1 ADD501
6' - 0"
2"x6" Lumber
10' - 0"
6" Grass Geotext Tile Drainage Membrane Layer 1" Sand 3/4" Bitumen high Density Board 3/4" EPDM Membrane Roofing 2" Thermal Barriers Moisture Barriers 3/4" Plywood Sheating 9-1/4" Dimension Lumber 1/2" Gypsum Wall Board Insulation Filling 2"x10" Roof Framing
6' - 4"
Wood Blocking
6' - 0"
1' - 9"
2' - 8"
Metal Coping
Rowlock Sill 15" Slope Flashing with Drip Edge
3 ADD501
4" Exterior Brick Masonry 1 1/2" Air Cavity 1 1/2" Rigid Insulation 8" Concrete Masonry Block 6 Mil Vapor Barrier 1/2" Metal Furring 3/4" Interior Finish Gypsum Board
Level 2 13' - 6" 2"x10" Lumber
Level 2 Rear 11' - 0"
Level 2 Rear 11' - 0"
4" Exterior Brick Masonry 1 1/2" Air Cavity 1 1/2" Rigid Insulation 8" Concrete Masonry Block 6 Mil Vapor Barrier 1/2" Metal Furring 3/4" Interior Finish Gypsum Board
11' - 6"
11' - 6"
Metal Wall Ties Vertically Spaced @16" O.C.
6' - 0"
ar 0"
Insulation
Level 2 13' - 6"
12' - 8"
2 6"
2 ADD501
8"x8"x16" Bond Beam
1 0"
L6"x6"x1/2 Steel Angle Support
D 0"
8"x8"x16" Concrete Bond #4 Rebar
Level 1 2' - 0"
Level 1 2' - 0"
GROUND 0' - 0"
GROUND 0' - 0"
9' - 0"
1" Anchor Bolt
9' - 5"
9' - 5"
2 1/2" Rigid Insulation Gravel 32"x16" Concrete Footing
4" French Drain 6" Poured Concrete Floor Slab
Level Basment -6' - 6"
Level Basment -6' - 6" 1' - 4"
2 1/2" Rigid Insulation 1" Gravel Layer
ADD Wall Section - North 1/2" = 1'-0"
3
ADD Wall Section - South 1/2" = 1'-0"
SIYUAN 2
YIN
Curtain Wall Section Perspective
PennDesign University of Pennsylvania
Arch531 Construction Technology
Perspective Render
1
Pine Street Additional House
nt 6"
3 ADD201
2x8 Wood Blocking
10' - 0"
3 6"
8'x6' Chrome Frame Skyline 1" Insulated Glass
PennDesign Construction
68 | YIN
Office Building
BIM 1
2
2
A201
A202
2
3
5
Roof 104' - 0"
Roof 104' - 0"
Roof 104' - 0"
Level 8 92' - 0"
Level 8 92' - 0"
Solar Shading Device
Level 7 80' - 0"
Level 6 68' - 0"
Level 8 92' - 0"
Level 7 80' - 0"
Level 5 56' - 0" Custom Curtain Wall Panel
Level 4 44' - 0" Aluminate Mullion
Level 7 80' - 0"
Level 6 68' - 0"
Level 3 32' - 0"
Level 2 20' - 0"
Mezzanine 10' - 0"
Level 1 0' - 0"
Level 6 68' - 0"
Level 5 56' - 0" 8x14 Concrete Rectanglar Beam
B1 -12' - 0"
6" Concrete Floor
B2 -24' - 0"
B3 -36' - 0"
Level 5 56' - 0"
Level 4 44' - 0"
mera View 01_1
1
1
Detail Section 02 1/4" = 1'-0"
5
4
Section N/S_Looking East 3/32" = 1'-0"
2
2
Section E/W_Looking South 1" = 10'-0"
Detail Section 03 1/4" = 1'-0"
3
2 A202
1
1 A401
1 A402
4
1501 Spring Garden St. Philadelphia, PA Revit - Building InformationModel
1
A201
A
B
C
D
A202
E
F
A301
A301
1
1
1 A201
A
B
C
D
S Y
1 A202
E
F
G
A
B
C
D
1 A201
E
1 A202
F
G
50' - 4 7/8"
1
1
2 A201
A201
2
UP
2
UP
UP
DN 2
3' - 11 17/32" 7' - 5"
A302
A202
A202
4
6
6
Floor Plan
5
1
1 A302
A301 1
144' - 2"
13' - 7 15/16"
103' - 7"
Level 1 1/16" = 1'-0"
2
A
B
C
D
1
1
F
A
B
C
D
A202
1 A201
1
A201
E
1
F
G
A202
18' - 2 29/32"
2 2
36' - 5 15/16"
A202
3
101' - 4 3/32"
3 2
A302
2
2 A202
4
4
5
5
6
6
1 A302
S Y
Co
2 A201
2
P
P A
1
18' - 4"
2
Mezzanine 1/16" = 1'-0"
G
4' - 5 15/16"
A201
E
8' - 4 11/16" 15' - 4 5/8"
1
22' - 4 11/32"
Co
4
5
A302
4' - 6 3/4"
A301
3 2
2
Reflected Ceiling Plan
A302
2
A301
3
2
102' - 5 1/16"
2
P A
2
A301
Project N Date
Drawn B
Checked
Scale
P
R 4
B2 1/16" = 1'-0"
1
Level 4 1/16" = 1'-0"
Project N Date
Drawn B
Checked
1
Interior View_01_1 12" = 1'-0" Scale
2
Interior View_02_2 12" = 1'-0"
70 | YIN
Physical Furniture Model
Top Material
Polyurethane Foam with matte and soft surface
Bottom Material
High-Density Polyurethane with glossy lacquered finishing Joint Connection
72 | YIN
Front Elevation
Plan
Section a
Side Elevation
Exploded Axon of Formwork
Section b
Section c
Team: Juan Cerda, Allen DeMarche, Marco Hyman
Concrete Bridge
74 | YIN
3701 Chestnut St, Philadelphia, PA 19104 Product and Graphic Design
Logo. Signature. Flyer. Business Card. Menu.
Physical Fabrication