PORTFOLIO OF XIAORAN LIU
SELECTED WORKS 2011-2017
“ My passion for urban development & architecture is rooted in my belief that good urban and architectural design influences people’s behaviors and is influenced both by physical and cultural environment. ”
Vertical City An Ecological, Resilient Masterplan for Hainan Man-Made Eco-Island Instructor: Thom Mayne & Scott Lee Time & Type: 2016. 9-12, Academic Work Collaborator: Shuo Wang, Tai feng Role: Strategic Thinking, 3D Modeling, Partial Final Production Software: AutoCAD, Rhino, Adobe Creative Suites, V-ray, Keyshot
Land-use Strategy Comparison Existing Site
Site Plan Modified Strategy
Final Strategy
Land Area Program FAR Sea Level +4 0
Vertical City Strategy
Specification: It's an ecological, resilient masterplan for Manmade Eco-island in Hainan, China. It will be a destination prototype for international, cruisebased eco-tourism. The island's eco-design incorporates local and regional consideration by addressing local demands for additional leisure and recreational landscapes, by facing the challenge of the extreme weather condition, and by creating multiple transportation methods, including air train, transit cruise, ferry, and interisland light rail. This Man-made island could be a sustainable city both in good weather and bad weather. And we would like to create a city not only for people to have a leisure during good weather but also during the extreme weather conditions.
Dynamic Landscape
Vertical City Section with Flood
Vertical City Axonometric Section showing how people use space in two different weather conditions
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432 Park Ave Revitalization
SEMINAL OCEAN LINERS/CRUISE SHIP
SEMINAL OCEAN LINERS/CRUISE SHIP
CHAPTER 4
CHAPTER 4
TITANIC VS OASIS OF THE SEAS
Concept
Research New High-rise Typology for New York City Instructor: Ali Rahim Time & Type: 2015.9-12, Academic Work Collaborator: Jieming Jin, Yuchen Wen Software: Rhino, Maya, Adobe Creative Suites, V-ray, Keyshot TITANIC VS OASIS OF THE SEAS
SEMINAL OCEAN LINERS/CRUISE SHIP
SEMINAL OCEAN LINERS/CRUISE SHIP
CHAPTER 4
CHAPTER 4
Specification:
182
Designed to address the changing population demographics of new york city, this tower serves as a land-locked conceptual equivalent to the contemporary cruise ship, offering a hybird of housing and recreation to the city’s increasing number of people. Organized as a large scale mixed-use complex development in downtown Manhattan, the building is divided into a series of multi-functionWal parts with vastly different qualities that will create a comfortable life for elderly residents. The design thus creates opportunities for different types of programs to coexist. The program is different in each vertical section of the structure: residential units on top, entertainment and public areas at the bottom, coming together to form a hybirdized space in the middle. The tower would also provide medical clinics, recreation and fitness facilities, a shopping mall, a museum, theaters, and other amenities, including a hotel for people when family members visit.. Form Study
Accumulating
Bridging
Nesting
Seaming
Pinching
Texturing
Pattering
Programming Organization Strategy
observation Condos Storage
loft fitness facility Atrium
Apartment restaurant restaurant Hotel restaurant
recreation& lobby
Typical Clusters
shopping mall theather museum
Amenities
Public Space
183
Cruise Ship Cabins 184
185
Public Space
Perspective View from Central Park
Elevation
8 E
7 E
6 E
6 E
5 E
5 E
4 E
3 E
3 E
0 E
80F EL 376m
74F EL 376m
68F EL 328m
62F EL 280m
56F EL 232m
50F EL 184m
44F EL 136m
38F EL 88m
32F EL 40m
0F EL 0m
Section
Urban Landscape Modern Olympic Park Instructor: Nanako Umemoto Time & Type: 2016.2-5, Academic Work Collaborator: Individual Software: Rhino, Maya, Adobe Creative Suites, V-ray, Keyshot. Concept Specification: The project is an Olympic park in Tokyo with respect to its post-Olympic inhabitation, the afterlife of a short-term event with far-reaching consequences for the city. Forming a compelling notion of what the future Park could be, the proposal will investigate the potentials latent in the adaptation of Olympic programming, confronting the challenge of facilitating a transition from present to future uses in strict architectural terms. The proposal started wth organizing different sports programs to generate a new typology, and then created a megastructure inspired by the natural landscape as a motherboard, hanging up partial sports prorams. After the Olympic games, large sports fields supported by the removable structure would be taken down and replaced with other adaptive programs, such as music concert hall. The left megastructure would also become a structural shelter for people playing relevant activities within it.
Orgnized Sports Programs
New Landscape+Structure
Removable Structure for Orgranized Sports Programs
Adaptive New Programs
Adaptive New Programs
Programming Organization Study
Landscape Typology Study
Program
New Field With Program
Topography line
Structure
New Structure Based on Waterline
Red Waterline Plan Drawings 1:600
Original site+Topgraphy lines
Axonometric of Organized Sports Facilities
New Landscape
New Structure
Track Field & Rugby Field & Velodrome
Marathon & Bicycle Track
Triathlon Track
Existing Site Canoe Field
Vertically Organized Sports Facilities
Race Field Marathon Track Triathlon RunningTrack Canoe Field
Ground Level Plan
Sports Field Level Plan
GROUND FLOOR 1:1000
LOOR 1:1000
PROGRAM PLAN 1:1000
Vertically Organized Sports Facilities
TRI-SCAPE Housing Renovation for Reinventing Beijing Courtyards Time & Type: 2016.6-8, Design Competition Collaborator: Yifeng Zhao, Zheng Zhang, Tian You Role: Strategic Thinking, Conceptual Design, 3D Modeling, Partial Final Production Software: AutoCAD, Rhino, Adobe Creative Suites, V-ray, Keyshot Original housing and courtyards Specification: Different from those large formal courtyard houses, the low-rise residential complexes around Baitasi area have undergone a series of informal construction developments. The original enclosure form of a typical courtyard is in certain level lost. To revive the history of the courtyard lifestyle at the same time to renovate the possibility of living for the future hutong-ers, we proposed to stage some cultural scenes by bringing the open courtyards back to the condensed structure of the existing buildings.
Rethink programming and circulation
Created new courtyards
品生
［宅由
Baitasi 2 Reinvent 设计说明
白塔寺
四合院有
大部分胡
失。在改
筑格局将
通公共空 处理。
Diffe yard h plexes series ments. cal cou the his same t living f to stag open co ture of
在C-2改
【串个门
游客与常
三个既有
到白塔寺
生对胡同 。
C2, lo Baitasi, nizable tion, w Visit], [T activate and th open space i circulat the view
Variable Space by Deployable Entrance located on the east side straight from Baitasi, posesses an unique and very recognizable perimeter. In our plan of rennovation, we designed three scenes as [Pay a Visit], [Take a Look] & [Think for a Second] to activate the interaction between the exhibior and the visitors. The alternation between open courtyard and enclosed exhibition space is brought together by a coninuous circulation route that also includes a path to the viewing rooftop.
5
6 7
1. Entrance 3. Exhibition Courtyard 5. Artist Studio 7. Courtyard
2. Exhibition 4. Stair Space 6. Restroom 8. Outdoor Platform
8
4 2
3 1
First Floor Plan 1:100
Second Floor Plan 1:100
8
Longitudinal Section
Urban Connector
Commericial& Office Mix-use High-rise
Instructor: Shaofeng Wu Time & Type: 2012.9-12, Academic Work Collaborator: Nian Liu Role: Team Leader, Conceptual Design, Partial Final Production Softeware: Sketch Up, Rhino, AutoCAD, V-ray, Adobe Suites
Concept
Specification: The site is located in the University City which will be the busiest and most famous central area in the future. It is the transfer zone for ground transportation, especially the bus and the elevated bus rapid transit as well. This project aimed to create a commericial&office mix-use highrise building for this region. It explored two questions on how to think about the relation between the commercial podium and the outdoor ground area and on how to rethink the plan and space of the office tower. After researching the economy population, consumption and comparison with many other cases in China, my proposal was to build up a transit-oriented, mix-use highrise that uplifted the commercial podium and returned the ground to people. Not only does the elevated podium serve as the part of the highrise building, but also the connector that attracted and distributed people coming to this area. For the office tower, not only the is tower space horizontal and connected by elevators, but also it is vertical and is connected by stairs.
Bus Station
BRT
Massing Study
Circulation
Urban Public Space
Office Public Space
Private Car Entrance & Exit
Bus Station Exit
Bus Station Entrance Site Plan
Structure The large steel frame structure was thought as the main structure of the whole podium because this design would make people see this huge bulk as a big island floating in the air.
Core Tube Floor Slab
core
Steel Truss System
Concrete Frame Structure
Steel Sway Frame Structure with jointed Node
core+elevators
Structural Slab System
Podium Plan
Standard Floor Plan
Section View
Section View
Library and Information Center
Site Plan
Instructor: Peiru Yin Time & Type: 2012.2-5, Academic Work Collabrator: Individual Softeware: Sketch Up, Rhino, AutoCAD, V-ray, Adobe Suites co Se nd
Specification:
ary En nce tra
e an c ntr
in E
Open-shelf Collection
Ma
The project was about to turn an old arsenal into a library & information center. The new design should not only keep the atmosphere of history of this arsenal but also rethink the library design in terms of plan and space. The proposal was to hightlight the center area of the building at which the open-shelf stacks are located. This area could not only be seemed as the center of vision, but also the center of spirit. Also, the proposal applied passive strategies to this library so as to make it sustainable and Concept details of this project was researched and designed with reference to High-Tech architecture.
ing Park
Service Space
ance Entr
Circulation
Rendering from Reading Zone to Open-shelf Collection
Rendering of Open-shelf Collection
Skylight Window System Roof Panels System
Truss System
Slab System
New Steel Structure System
Hanging Structure System
Existing Reinforced Concrete Structure System
First Floor Plan & Second Floor Plan
Longgitudinal Section of lnform
Sustainable Design
Detail Design
Artificial Light
Daylight
Heating and Ventilation
mation Center & Outdoor Square
Natural Light
Nighttime
Pressure Ventilation
Entrance Lobby
Roof Windows
Structure for OpenShelf Stacks
Umbrella Shelter
201 King of Prussia Rd Office Building Lobby Renovation Granum A/I
Leader: Patrick McGranaghan, Rob Hibbard Role: Conceptual Design, Develop Design Dtudies, Prepare Presentation Materials Software: Sketch-Up, Rhino, V-ray/Podium, Adobe Creative Suites
Existing Lobby
Ceiling Form Study
Ceiling Top View
Ceiling Elevation View
426 Lancaster Ave Office Building Lobby & Facade Renovation Granum A/I Specification This proposal was to change the propotion of facade by adding a row of laminated aluminum panels, replace arch-shape curtain wall and renovate main lobby area.
Leader: Patrick McGranaghan, Rob Hibbard Role: Revit Model, Conceptual Designs, Develop Design Studies, Prepare Presentation Materials Software: Sketch-Up, V-ray/Podium, Adobe Creative Suites, Revit Existing Building
Subaru NSTC
Leader: Chris Miller, Rob Hibbard Role: Construction Drawings in Revit
Lobby Stair Construction Drawings Granum A/I
M
T.O. PARAPET 32' - 0"
7
6
5
A-600
A-600
A-600
GRANUM A/I
ARCHITECT 100 MATSONFORD ROAD RADNOR CORPORATE CENTER 4, SUITE 110 RADNOR, PA 19087 215.525.2663
T.O. ROOF 31' - 0"
IN COLLABORATION WITH:
T&M ASSOCIATES
CIVIL ENGINEER AND LANDSCAPE ARCHITECT
5
6
7
A-600
A-600
A-600
5
6
A-600
A-600
11 TINDALL ROAD MIDDLETOWN, NJ 07748 484.530.1270
7 A-600
O'DONNELL & NACCARATO 6"
4' - 0"
4' - 0"
6"
2"
4' - 0"
1' - 0"
DASHED LINES INDICATE JOINT PATTERN OF PRECAST TILES AT LANDING
4' - 0"
EXTENSION OF STEEL-PLATE BENCH ALIGN
4' - 0"
4' - 0"
2" RADIUS
STRUCTURAL ENGINEER
2"
7
111 S. INDEPENDENCE MALL EAST PHILADELPHIA, PA 19106 215.925.3788
10
MEPFP ENGINEERS
200 AMERICAN METRO BOULEVARD SUITE 120 HAMILTON, NJ 08619 609.750.9590
A-602
MEZZANINE 18' - 0"
4
DRAGO ILLUMINATION LIGHTING DESIGN
A-600
11"
1'-0" RADIUS
AKF ENGINEERS
TYP
5 A-831
1' - 0"
7
EQUALLY-SPACED
PICKETS AT 4" OC MAX
6.9 8"
3' - 6"
4' - 0"
6.9
138 CRICKET AVENUE ARDMORE, PA 19003 484.410.4580
8
7
6.9
6 A-831
62 7/8"
UPHOLSTERED CUSHION 4
4 A-600
3
12' - 10"
Project Name:
(15) TREAD @ 11"
13' - 9"
A-602
SUBARU OF AMERICA NATIONAL SERVICE TRAINING CENTER CAMDEN, NJ
A-600
PAINTED, STEEL CHANNEL STRINGER
ALIGN
STEEL-PLATE MODESTY PANEL
PAINTED, TUBE-STEEL SCREEN WALL FRAME WITH BARGRATING INFILL PANELS 2" RADIUS
1' - 8"
9 A-401
OPEN
1' - 0 1/4"
- 6"
1' - 0 1/4"
8"
1"1'
PAINTED STEEL PLATE BENCH WITH UPHOLSTERED CUSHION
DN
UP
8 7 3/4"
8
LEVEL 1 0"
PAINTED STEEL STIFFENER PLATE AT EACH SCREEN VERTICAL
1
A-600
TYP
11
PAINTED STEEL-PLATE GUARDRAIL INFILL
(15) TREAD @ 11"
12' - 10"
TUBE-STEEL SCREEN WALL ASSEMBLY
(14) TREADS @ 11" EA
STEEL-PLATE BENCH
(15) TREADS @ 11" EA
13' - 9"
A-600
ENLARGED PLAN AT STAIR 02 - FIRST FLOOR
2
3/8" = 1'-0"
A-600
ENLARGED PLAN AT STAIR 02 - MEZZANINE LEVEL
3
3/8" = 1'-0"
A-600
ELEVATION AT STAIR 02
4
3/8" = 1'-0"
A-600
CROSS SECTION AT STAIR 02 3/8" = 1'-0"
N
4 A-600
8
T.O. PARAPET 32' - 0" T.O. ROOF 31' - 0"
4
6.9
6.9
6"
1' - 1 1/4"
2"
2"
3' - 0"
6.9
8
A-600
T.O. PARAPET 32' - 0" T.O. ROOF 31' - 0"
2"
3' - 0"
2"
3' - 0"
3' - 0"
8
4 A-600
Professional Seals
6"
ANCHOR TUBE STEEL FRAME TO STRUCTURE ABOVE
PAINTED STEEL-PLATE GUARDRAIL FROM 1/4" PLATE WITH CONTINUOUS TOP CAP; EXTEND FROM TOP OF STRINGER TO FULL GUARDRAIL HEIGHT AT MEZZANINE 2"
PAINTED STEEL-PLATE GUARDRAIL; EXTEND TO FLUSH WITH FIRST FLOOR CEILING
2 A-602
EQUALLY-SPACED PICKETS AT 4" OC MAX
Patrick J. McGranaghan; NJ License # 21AI01596000 7 A-831
Issue Description
3' - 6"
3' - 6"
2"
PAINTED STEEL-PLATE GUARDRAIL; EXTEND TO FLUSH WITH FIRST FLOOR CEILING
10
TYP
MEZZANINE 18' - 0"
20' - 0"
MEZZANINE 18' - 0"
YYYY-MM-DD
DESIGN DEVELOPMENT BULLETIN 2 -CD ISSUE BULLETIN 3 - PERMIT ISSUE
A-602
MEZZANINE 18' - 0"
2017-05-17 2017-09-01 2017-09-22 2017-09-27
TYP
4"
1' - 0"
8' - 8 1/2"
1 1/2" DIAMETER STAINLESS STEEL HANDRAIL 4" RADIUS
(15) RISERS @ 6.97" +/-
4 A-602
8 A-602
20' - 0"
PAINTED 5/16" STEEL PLATE MODESTY PANEL
6 A-602
PAINTED, TUBE-STEEL SCREEN WALL FRAME WITH BAR-GRATING INFILL PANELS
Project No: BRT 1118G
1 1/2" DIAMETER STAINLESS STEEL HANDRAIL
7' - 0"
9' - 3 1/2"
NOTE: REFER TO 6/A-600 FOR ADDITIONAL INFORMATION
1'-0" RADIUS
0"
(16) RISERS @ 6.97" +/-
TYP
3' - 0"
2"
TYP 1 A-602
5' -
Sheet Title
2" RADIUS
STAIR 02 - ENLARGED PLANS, ELEVATIONS, AND SECTIONS
PAINTED STEEL CHANNEL STRINGER
1' -
4" 6"
0"
LEVEL 1 0"
LEVEL 1 0"
LEVEL 1 0"
Original drawing is 42 x 30
SECTION AT STAIR 02
5
A-600
6
A-600
3/8" = 1'-0"
Do not scale contents of this drawing
A-600
Sheet Number
8" MINIMUM CORE DRILL WITH EPOXY
SECTION AT STAIR 02
7
A-600
3/8" = 1'-0"
SECTON AT STAIR 02 3/8" = 1'-0"
G
4
GRANUM A/I
A-601
ARCHITECT 100 MATSONFORD ROAD RADNOR CORPORATE CENTER 4, SUITE 110 RADNOR, PA 19087 215.525.2663
T.O. PARAPET 32' - 0" T.O. ROOF 31' - 0"
G 3 A-601
G
IN COLLABORATION WITH:
1' - 9 1/4"
1.2
3' - 0"
2"
3' - 0"
2"
3' - 0"
2"
3' - 0"
T&M ASSOCIATES
CIVIL ENGINEER AND LANDSCAPE ARCHITECT
6"
ANCHOR TUBE STEEL FRAME TO STRUCTURE ABOVE
3A1
3
11 TINDALL ROAD MIDDLETOWN, NJ 07748 484.530.1270
A-601
7' - 0"
1.2
3 A-601
O'DONNELL & NACCARATO STRUCTURAL ENGINEER
8 A-601
4' - 10"
111 S. INDEPENDENCE MALL EAST PHILADELPHIA, PA 19106 215.925.3788
EQUALLY-SPACED 2" PICKETS AT
2"
4" OC MAX
1' - 4"
ALIGN BRACKETS AT WALLMOUNTED HANDRAIL WITH BRACKETS AT SCREENMOUNTED HANDRAIL
7 A-601
1' - 0"
UP
AKF ENGINEERS MEPFP ENGINEERS
200 AMERICAN METRO BOULEVARD SUITE 120 HAMILTON, NJ 08619 609.750.9590
3' - 6"
3' - 10 3/8"
ST01B 34A1 14 A
14 A
20' - 0"
MEZZANINE 18' - 0"
DRAGO ILLUMINATION
MEZZANINE 18' - 0"
LIGHTING DESIGN
138 CRICKET AVENUE ARDMORE, PA 19003 484.410.4580
TYP 4 A-602
9
(15) RISERS @ 6.97" +/-
12' - 10"
13' - 9"
12' - 10"
20' - 0"
SUBARU OF AMERICA NATIONAL SERVICE TRAINING CENTER
PAINTED, TUBE-STEEL SCREEN WALL FRAME WITH BAR GRATING INFILL PANELS
CAMDEN, NJ
2"
EQUAL PICKETS 2" @ 4" OC MAX PAINTED, STEEL-PLATE BARRIER
3' - 6"
EGRESS BARRIER
1' - 6"
2
LEVEL 1 0"
24 A 1
LEVEL 1 0" 4"
24 A 1
6"
6"
24 A 1
6"
9' - 3 1/2"
4' - 7"
3' - 8"
3' - 8"
11"
4 A-601
3' - 8"
6 A-601
Project Name:
4 A-601
2
A-602
5 A-601
CONCRETE-FILLED, STEELPAN STAIR ON PAINTED STEEL CHANNEL STRINGER WITH RUBBER STAIR TREADS AND PAINTED RISERS
(16) RISERS @ 6.97" +/-
13' - 9"
(15) TREAD @ 11" EA
8' - 8 1/2"
34A1
3' - 8" 3' - 8"
6"
3' - 8"
N
1
ENLARGED PLAN AT STAIR - FIRST FLOOR
A-601
2
ENLARGED PLAN AT STAIR - MEZZANINE LEVEL
A-601
3/8" = 1'-0"
3
A-601
3/8" = 1'-0"
SECTION AT EGRESS STAIR
4
A-601
3/8" = 1'-0"
SECTION AT EGRESS STAIR
Professional Seals
3/8" = 1'-0"
2 G
5 3/8" 1' - 0" HANDRAIL EXTENSION
6 1/2"
PARTITION TYPE AS SCHEDULED
HANDRAIL, BEYOND
ALIGN HANDRAIL CLOSURE PLATE WITH EDGE OF GUARDRAIL POST
FLOOR SLAB
PARTITION AS SCHEDULED
1 1/2" DIAMETER STAINLESS STEEL HANDRAIL GUARDRAIL SCREEN
J-RUNNER
MEZZANINE 18' - 0"
MEZZANINE 18' - 0"
MEZZANINE 18' - 0" GUARDRAIL SCREEN POST
POUR STOP GUARDRAIL BEYOND
11"
CLOSURE PLATE
1"
PARTITION AS SCHEDULED STEEL FRAMING, SEE STRUCTURAL DRAWINGS
FLOOR FINISH AS SCHEDULED
1/4"
2"
STAIRS, BEYOND
YYYY-MM-DD
BULLETIN 2 -CD ISSUE BULLETIN 3 - PERMIT ISSUE
MEZZANINE 18' - 0"
2017-09-01 2017-09-22 2017-09-27
7"
STEEL FRAMING, SEE STRUCTURAL DRAWINGS
Issue Description
STEEL BAR BLOCKING
POUR STOP GWB TO BYBASS EDGE OF SLAB
Patrick J. McGranaghan; NJ License # 21AI01596000
PAINTED STEEL-CHANNEL STRINGER
FLOOR SLAB, SEE STRUCTURAL DRAWINGS
FLOOR SLAB POUR STOP
J-RUNNER PARTITION TYPE AS SCHEDULED
PARTITION AS SCHEDULED
PARTITION TYPE AS SCHEUDLED
STEEL PAN, PAINTED THIN-SET, PRECAST, CONCRETE TREADS
5
SECTION DETAIL AT EDGE OF SLAB AT EGRESS STAIR
A-601
6
A-601
1 1/2" = 1'-0"
SECTION DETAIL AT EDGE OF SLAB AT EGRESS STAIR
7
1 1/2" = 1'-0"
A-601
SECTION DETAIL AT EGDE OF SLAB -EGRESS STAIR - EAST SIDE
8
1 1/2" = 1'-0"
SECTION DETAIL AT EGRESS STAIR 1 1/2" = 1'-0"
GRANUM A/I
ARCHITECT 100 MATSONFORD ROAD RADNOR CORPORATE CENTER 4, SUITE 110 RADNOR, PA 19087 215.525.2663
Project No: BRT 1118G
Sheet Title IN COLLABORATION WITH: STAIR 01 ENLARGED PLANS, SECTIONS T&M ASSOCIATES CIVIL ENGINEER AND LANDSCAPE ARCHITECT AND DETAILS
11 TINDALL ROAD MIDDLETOWN, NJ 07748 484.530.1270
Original drawing is 42 x 30
Do not scale contents of this drawing
A-601
Sheet Number O'DONNELL
& NACCARATO
STRUCTURAL ENGINEER
111 S. INDEPENDENCE MALL EAST PHILADELPHIA, PA 19106 215.925.3788
FULL WIDTH OF STRINGER
MEPFP ENGINEERS
6
A-602
3/4"
1 1/2" = 1'-0"
THIN-SET, PRECAST, CONCRETE TREADS
1/2"
1 1/2" = 1'-0"
2
A-602
A-602
HANDRAIL TERMINATION DETAIL
1 1/2" = 1'-0"
1 1/2" = 1'-0"
UPHOLSTERED CUSHION PAINTED 5/16" STEEL-PLATE BENCH
2"
1"
8
HANDRAIL EXTENSION AND RISER / TREAD DEATIL - STAIR 02
PAINTED TUBE STEEL SCREEN WALL
CONCRETE SLAB ON METAL DECK; REFER TO STRUCTURAL
1/2" GYP BOARD REVEAL SHIM REINFORCED POUR STOP; REFER TO STRUCTURAL
REINFORCED POUR STOP; REFER TO STRUCTURAL
CONCRETE SLAB ON METAL DECK; REFER TO STRUCTURAL
STEEL BEAM; REFER TO STRUCTURAL
STEEL BEAM; REFER TO STRUCTURAL
CONTINUOUS BOTTOM RAIL
1" RADIUS
9
1 1/2" DIAMETER BRUSHED HANDRAIL
SHIM AND BLOCKING AS NECESSARY PAINTED STEEL-PLATE GUARDRAIL SUPPORT BRACKET WITH COUNTERSUNK ANCHORS
PAINTED STEELPLATE GUARDRAIL
GUARDRAIL CONNECTION AT SLAB
6
SCHEDULED PARTITION AND CEILING
N
CONTINUOUS BOTTOM PLATE
10 GUARDRAIL CONNECTION AT DRYWALL
A-602
1 1/2" = 1'-0"
2"
PAINTED STEELPLATE GUARDRAIL
ALIGN
STEEL-PLATE HANDRAIL BRACKET FULL WIDTH OF OPENING BETWEEN GUARDRAIL PICKETS; PAINT TO MATCH GUARDRAIL A-602
1 1/2" = 1'-0"
FLOOR FINISH AS SCHEDULED CONTINUOUS, PAINTED STEEL BENT PLATE
SCHEDULED PARTITION
MODESTY PANEL DETAIL AT STAIR 02
STEEL-PLATE HANDRAIL BRACKET; PAINT TO MATCH GUARDRAIL
HANDRAIL BRACKET ELEVATION AT MODESTY PANEL
3/4"
FLOOR FINISH AS SCHEDULED
ALIGN
STEEL-PLATE HANDRAIL BRACKET FULL WIDTH OF OPENING BETWEEN GUARDRAIL PICKETS; PAINT TO MATCH GUARDRAIL
7
A-602
1 1/2" = 1'-0"
METAL EDGE STRIP
1 3/4"
PAINTED STEEL-PLATE GUARDRAIL SUPPORT BRACKET SHIM
1"
PAINTED STEEL-PLATE GUARDRAIL 1 1/2" DIAMETER STAINLESS STEEL HANDRAIL ALIGN CLOSURE PLATE WITH END OF HANDRAIL BRACKET
STEEL PAN WITH PAINTED RISERS
CAMDEN, NJ
HANDRAIL BRACKET ELEVATION AT SCREEN WALL
11 GUARDRAIL CONNECTION
A-602
1 1/2" = 1'-0"
1 1/2" = 1'-0"
5/16" STEEL-PLATE BRACK PAINT TO MATCH ADJACE SURFACE
1" RADIUS Patrick J. McGranaghan; NJ License # 21AI01596000
1' - 6"
PAINTED STEEL STIFFENER PLATE AT EACH SCREEN WALL VERTICAL
Issue Description
PAINTED STEEL BLOCKING AT EACH SCREEN WALL VERTICAL 4"
STEEL PAN STEEL-PLATE HANDRAIL HANDRAIL EXTENSION BRACKET; PAINT TO MATCH AND RISER / PAINTED STEEL-CHANNEL STAIR GUARDRAIL 1 1/2" = 1'-0" STRINGER
PAINTED STEEL-CHANNEL STRINGER
7"
NDRAIL EXTENSION
1
A-602
CONC TREAD
3
A-602
MODESTY PANEL DETAIL AT STAIR 02 CLOSURE PLATE 1 1/2" = 1'-0"
2
A-602 PAINTED TUBE STEEL SCREEN WALL UPHOLSTERED CUSHION
2"
1"
1' - 6"
8
A-602
1 1/2" = 1'-0"
PAINTED 5/16" STEEL-PLATE BENCH
1" RADIUS STEEL PAN WITH PAINTED STEEL STIFFENER PAINTED RISERS PLATE AT EACH SCREEN WALL VERTICAL
1" RADIUS
PAINTED STEEL BLOCKING AT EACH SCREEN WALL VERTICAL THIN-SET, PRECAST, CONCRETE TREADS
PAINTED STEEL BLOCKING AT EACH SCREEN WALL VERTICAL
PAINTED STEEL STIFFENER PLATE AT EACH SCREEN WALL VERTICAL
A-602
3/4"
1 1/2" = 1'-0"
FLOOR FINISH AS SCHEDULED CONCRETE SLAB ON METAL DECK; REFER TO STRUCTURAL
1" 5 1/2"
FLOOR FINISH AS SCHE
CONTINUOUS, PAINTED 1 1/2" DIAMETER BRUSHED SS STEEL BENT PLATE HANDRAIL
1/2" GYP BOARD REVEA SHIM REINFORCED POUR STO TO STRUCTURAL CONCRETE SLAB ON
METAL DECK; REFER 5/16" STEEL-PLATE BRACKET; STRUCTURAL PAINT TOTO MATCH TUBE-STEEL FRAME STEEL BEAM; REFER
1 1/2"
TO STRUCTURAL 10 GUARDRAIL CONNEC
A-602
6
A-602
1 1/2" = 1'-0"
PAINTED STEELPLATE GUARDRAIL
HANDRAIL BRACKET ELEVATION AT SCREEN WALL SCHEDULED PARTITION
1 1/2" = 1'-0"
10 GUARDRAIL CONNECTION AT DRYWALL A-602 1 1/2" = 1'-0" PAINTED STEEL-PLATE GUARDRAIL SUPPORT BRACKET WITH COUNTERSUNK ANCHORS METAL EDGE STRIP
1/2"
REINFORCED POUR STOP; REFER TO STRUCTURAL
FLOOR FINISH AS SCHEDULED CONTINUOUS, PAINTED STEEL BENT PLATE 1/2" GYP BOARD REVEAL SHIM REINFORCED POUR STOP; REFER TO STRUCTURAL CONCRETE SLAB ON METAL DECK; REFER TO STRUCTURAL
STEEL BEAM; REFER TO STRUCTURAL
STEEL-PLATE HANDRAIL BRACKET FULL WIDTH OF OPENING BETWEEN GUARDRAIL PICKETS; PAINT TO MATCH GUARDRAIL
1 1/2" = 1'-0"
METAL EDGE STRIP TUBE-STEEL FRAME
1/2"
CONTINUOUS BOTTOM RAIL CONCRETE SLAB ON METAL DECK; REFER TO STRUCTURAL
GUARDRAIL CONNECTION AT SLAB
HANDRAIL
PAINTED STEEL-PLATE GUARDRAIL SUPPORT B WITH COUNTERSUNK AN
EQ
STEEL BEAM; REFER TO STRUCTURAL
1 1/2" = 1'-0"
9
1 3/4"
1 3/4" 1"
9
SHIM
ALIGN
REINFORCED POUR STOP; REFER TO STRUCTURAL EQ
STEEL BEAM; REFER TO WALL AS SCHEDULED OR TUBESTRUCTURAL STEEL FRAME; PROVIDE GUARDRAIL CONNECTION AT SLAB BLOCKING AS NECESSARY ATCONTINUOUS BOTTOM RAIL 1 1/2" = 1'-0" WALL LOCATIONS
A-602
6
A-602
A-602
5/16" STEEL-PLATE BRACKET; ALIGN PAINT TO MATCH ADJACENT REINFORCED POUR STOP; REFER TO STRUCTURAL SURFACE
PAINTED STEEL-PLATE GUARDRAIL SUPPORT BRACKET
PAINTED STEEL-PLATE GUARDRAIL 1 1/2" DIAMETER STAINLESS STEEL HANDRAIL ALIGN CLOSURE PLATE WITH END OF HANDRAIL BRACKET
A-602
1 1/2" = 1'-0"
HANDRAIL BRACKET DETAIL AT WALL OR SCREEN WALL
HANDRAIL TERMINATION DETAIL 1 1/2" = 1'-0" PAINTED STEEL-PLATE GUARDRAIL
1"
3
PAINTED 5/16" STEEL-PLATE BENCH
5
1 1/2" = 1'-0"
1 3/4"
UPHOLSTERED CUSHION
4"
A-602
HANDRAIL BRACKET ELEVATION
PAINTED STEEL-PLATE GUARDRAIL
FLOOR FINISH AS SCHEDULED
A-602
BRACKET FULL WIDTH OF OPENING BETWEEN GUARDRAIL PICKETS; PAINT TO MATCH GUARDRAIL
DECK; REFER TO HANDRAIL BRACKET DETAIL AT WALL 5 OR SCREEN WALL STRUCTURAL
PAINTED STEEL-PLATE GUARDRAIL SUPPORT BRACKET
6
HANDRAIL TERMINATION DETAIL STEEL-PLATE HANDRAIL 1 1/2" = 1'-0"
ALIGN
1 1/2" DIAMETER BRUSHED SSSHIM HANDRAIL
ALIGN CLOSURE PLATE WITH END OF HANDRAIL BRACKET
THIN-SET, PRECAST, CONCRETE TREADS
HANDRAIL EXTENSION AND RISER / TREAD DEATIL - STAIR 02
SCHEDULED FLOOR FINISH 2"
4
1 1/2" = 1'-0"
PAINTED TUBE STEEL SCREEN WALL
1" RADIUS
A-602
HANDRAIL BRACKET DETAIL AT GUARDRAIL
A-602
STEEL BAR BLOCKING
8
TREAD DEATIL - STAIR 02
4"
2
A-602
0" 1' -
AT STAIR 02
STEEL PAN WITH PAINTED RISERS
ALIGN
ALIGN CLOSURE PLATE WITH END OF HANDRAIL BRACKET
1
STEEL BEAM; REFER TO STRUCTURAL
CONTINUOUS BOTTOM RAIL
1 3/4" 6 1/2"
THIN-SET CONCRETE STAIR TREAD
THIN-SET, PRECAST, CONCRETE TREADS HANDRAIL BRACKET; PAINT TO MATCH GUARDRAIL
STEEL-PLATE 1"
11"
5
A-602
1 1/2" = 1'-0"
2"
STEEL-PLATE HANDRAIL BRACKET FULL WIDTH OF PAINTED STEEL-PLATE OPENING BETWEEN GUARDRAIL GUARDRAIL PICKETS; PAINT STEEL-PLATE HANDRAIL BRACKET TO MATCH GUARDRAIL FULL WIDTH OF OPENING BETWEEN 1 1/2" DIAMETER STAINLESS STEEL GUARDRAIL PICKETS; PAINT TO HANDRAIL MATCH GUARDRAIL 3
A-602
HANDRAIL BRACKET ELEVATION
1/2"
4"
PAINT TO MATCH STRINGER
1 1/2" DIAMETER STAINLESS STEEL HANDRAIL
1 1/2" DIAMETER STAINLESS STEEL HANDRAIL ALIGN CLOSURE PLATE WITH END OF HANDRAIL BRACKET
1 3/4"
1 1/2" DIAMETER STAINLESS 1/4" RAKED CAULK JOINT STEEL HANDRAIL
PAINTED STEEL-PLATE GUARDRAIL
SCHEDULED FLOOR FINISH
1 1/2" DIAMETER STAINLESS STEEL HANDRAIL
2"
PAINTED1/2" STEEL-PLATE x 6" STEE BLOCKING; ALIGN WITH HANDRAIL BRACKETS ABOVE; GUARDRAIL
3/4"
2"
2" 1 1/2"
0" 1' -
PAINTED STEEL-CHANNEL STAIR STRINGER
STEEL BAR BLOCKING
STEEL PAN WITH PAINTED RISERS
A-602
4
A-602
1 1/2" = 1'-0"
1"
4
COUNTER-SUNK ANCHORS; PAINT TO MATCH ADJACENT SURFACE
FLOOR FINISH AS SCHEDULED
5 1/2"
3/4" OUTSIDE RADIUS
2"
CONC TREAD
PAINTED STEEL-PLATE GUARDRAIL HANDRAIL BRACKET DETAIL AT GUARDRAIL
EQ
Do not scale contents of this drawing
A-602
5/16" STEEL-PLATE BRACKET; PAINT TO MATCH ADJACENT SURFACE
SHIM
1 3/4"
A-602 CLOSURE PLATE
A-602
Sheet Title
STAIR DETAILS
Sheet Number
1"
PAINTED STEEL-PLATE 1' - 0 1/4" GUARDRAIL
3
PAINTED STEEL-CHANNEL STRINGER
Project No: BRT 1118G
1 1/2" DIAMETER BRUSHED SS HANDRAIL
WALL AS SCHEDULED OR TUBESTEEL FRAME; PROVIDE BLOCKING AS NECESSARY AT WALL LOCATIONS CONCRETE SLAB ON METAL
4"
3
1 1/2" = 1'-0"
PAINTED STEEL-PLATE 6 GUARDRAIL SUPPORTA-602 BRACKET
STEEL-PLATE HANDRAIL BRACKET FULL WIDTH OF OPENING BETWEEN GUARDRAIL PICKETS; PAINT TO MATCH GUARDRAIL
1 3/4"
7"
HANDRAIL EXTENSION
3/4"
2"
THIN-SET CONCRETE STAIR 3 TREAD A-602
1' - 0"
FULL WIDTH OF STRINGER 1"
3 A-602
HANDRAIL BRACKET DETAIL AT WALL OR SCREE A-
PAINTED STEEL-PLATE 2" GUARDRAIL
1 1/2" DIAMETER STAINLESS STEEL HANDRAIL
STEEL-PLATE HANDRAIL BRACKET; PAINT TO MATCH GUARDRAIL
2" 1 1/2"
1/4"
STEEL-PLATE HANDRAIL BRACKET; PAINT TO MATCH GUARDRAIL
CONTINUOUS, 5/16", STEELPLATE, MODESTY PANEL 11"
PAINTED STEEL-PLATE GUARDRAIL
WALL AS SCHEDULED OR STEEL FRAME; PROVIDE BLOCKING AS NECESSARY WALL LOCATIONS
5 1/2"
ALIGN CLOSURE PLATE WITH END OF HANDRAIL BRACKET
5
A-602
1 1/2" = 1'-0"
Original drawing is 42 x 30
1 1/2" DIAMETER STAINLESS STEEL HANDRAIL
2" 1 1/2"
STEEL HANDRAIL
COUNTER-SUNK ANCHORS; PAINT TO MATCH ADJACENT SURFACE
STEEL PAN
PAINTED STEEL-PLATE GUARDRAIL
3/4"
STEEL BAR BLOCKING
5/16", PAINTED, STEEL-PLATE, HANDRAIL BRACKET
1/4" RAKED CAULK JOINT
HANDRAIL BRACKET ELEVATION
A-602
2"
A-602
1 1/2" 3/4"
1/2" x 6" STEE BLOCKING; ALIGN WITH HANDRAIL BRACKETS ABOVE; PAINT TO MATCH STRINGER
4
4
SCHEDULED FLOOR FINISH 1 1/2" DIAMETER STAINLESS
7
3
A-602 A-602
GUARDRAIL
ALIGN
2"
2"
COUNTER-SUNK ANCHORS; PAINT TO MATCH ADJACENT SURFACE
1 1/2" = 1'-0"
CLOSURE PLATE
2"
3/4" OUTSIDE RADIUS
HANDRAILSTRINGER BRACKET DETAIL ATPAINTED GUARDRAIL STEEL-PLATE
A-602
A-602
CONC TREAD
1 1/2" DIAMETER STAINLESS STEEL HANDRAIL
FULL WIDTH OF
3
PAINTED STEEL-CHANNEL STRINGER
1 1/2" = 1'-0"
1"
1' - 0 1/4"
3
2017-09-01 2017-09-22 2017-09-27
12 BENCH DETAIL
A-602
2" 1 1/2"
7"
4" OC MAX REFER TO STAIR SECTION
YYYY-MM-DD
BULLETIN 2 -CD ISSUE BULLETIN 3 - PERMIT ISSUE
4"
1' - 0" HANDRAIL EXTENSION
ALIGN
STEEL-PLATE HANDRAIL BRACKET; PAINT TO MATCH GUARDRAIL
CONTINUOUS, 5/16", STEELPLATE, MODESTY PANEL
A-602
Professional Seals
2" 1 1/2"
1"
Project Name:
SUBARU OF AMERICA NATIONAL SERVICE TRAINING CENTER
6"
PAINTED STEEL-PLATE GUARDRAIL SUPPORT BRACKET WITH COUNTERSUNK ANCHORS
1 3/4" 6 1/2"
3/4" 2" 1 1/2"
CONTINUOUS, 5/16", STEELPLATE, MODESTY PANEL
HANDRAIL BRACKET DETAIL AT WALL OR SCREEN WALL
1 1/2" DIAMETER STAINLESS STEEL HANDRAIL 1 3/4"
2"
3 A-602
11"
5
A-602
1 1/2" = 1'-0"
1"
STEEL BAR BLOCKING
PAINTED STEEL-CHANNEL STAIR STRINGER
HANDRAIL BRACKET ELEVATION
5/16", PAINTED, STEEL-PLATE, HANDRAIL BRACKET
5/16" STEEL-PLATE BRACKET; PAINT TO MATCH TUBE-STEEL FRAME
1 1/2"
PAINTED STEEL-PLATE GUARDRAIL
0"
1
A-602
STEEL PAN
4
A-602
1 1/2" = 1'-0"
1/2" x 6" STEE BLOCKING; ALIGN WITH HANDRAIL BRACKETS ABOVE; PAINT TO MATCH STRINGER 1/4" RAKED CAULK JOINT
1 1/2" DIAMETER BRUSHED SS HANDRAIL
5/16" STEEL-PLATE BRACKET; PAINT TO MATCH ADJACENT SURFACE
4"
HANDRAIL BRACKET DETAIL AT GUARDRAIL
SCHEDULED FLOOR FINISH
THIN-SET CONCRETE STAIR TREAD
TUBE-STEEL FRAME
6
A-602
ALIGN
3
A-602
1 1/2" DIAMETER STAINLESS STEEL HANDRAIL
EQ
1 1/2" DIAMETER BRUSHED SS HANDRAIL
2"
STEEL-PLATE HANDRAIL BRACKET FULL WIDTH OF OPENING BETWEEN GUARDRAIL PICKETS; PAINT TO MATCH GUARDRAIL
WALL AS SCHEDULED OR TUBESTEEL FRAME; PROVIDE BLOCKING AS NECESSARY AT WALL LOCATIONS
CLOSURE PLATE
CONC TREAD
COUNTER-SUNK ANCHORS; PAINT TO MATCH ADJACENT SURFACE
EQ
1 1/2" DIAMETER STAINLESS STEEL HANDRAIL
2" 1 1/2"
3/4" 2" 1 1/2"
PAINTED STEEL-CHANNEL STRINGER
5
PAINTED STEEL-PLATE GUARDRAIL
5 1/2"
1' - 0 1/4"
138 CRICKET AVENUE ARDMORE, PA 19003 484.410.4580
A-602
A-602
PAINTED STEEL-PLATE GUARDRAIL
STEEL-PLATE HANDRAIL BRACKET; PAINT TO MATCH GUARDRAIL
4"
7"
HANDRAIL EXTENSION
3/4" OUTSIDE RADIUS
1 1/2" DIAMETER STAINLESS STEEL HANDRAIL
ALIGN CLOSURE PLATE WITH END OF HANDRAIL BRACKET
COUNTER-SUNK ANCHORS; PAINT TO MATCH ADJACENT SURFACE
TREAD DEATIL - STAIR 02
1' - 0" CONTINUOUS, 5/16", STEELPLATE, MODESTY PANEL
A-602
1 1/2" DIAMETER STAINLESS STEEL HANDRAIL
1' -
A-602
5/16", PAINTED, STEEL-PLATE, HANDRAIL BRACKET
4
STEEL-PLATE HANDRAIL BRACKET; PAINT TO MATCH GUARDRAIL
3
PAINTED STEEL-PLATE GUARDRAIL
2"
1 1/2" DIAMETER STAINLESS STEEL HANDRAIL
2"
1 1/2" DIAMETER STAINLESS STEEL HANDRAIL
7
FULL WIDTH OF STRINGER
PAINTED STEEL-PLATE GUARDRAIL
ALIGN CLOSURE PLATE WITH END OF HANDRAIL BRACKET
COUNTER-SUNK ANCHORS; PAINT TO MATCH ADJACENT SURFACE
A-602
2"
PAINTED STEEL-PLATE GUARDRAIL
LIGHTING DESIGN
A-602
7
1 1/2" 3/4" 2"
1 1/2" DIAMETER STAINLESS STEEL HANDRAIL
1' - 0 1/4"
3 A-602
DRAGO ILLUMINATION
A-602
5/16", PAINTED, STEEL-PLATE, HANDRAIL BRACKET
4
1' - 0"
4" OC MAX REFER TO STAIR SECTION
1 1/2" DIAMETER STAINLESS STEEL HANDRAIL
2"
200 AMERICAN METRO BOULEVARD SUITE 120 HAMILTON, NJ 08619 609.750.9590
3
PAINTED STEEL-PLATE GUARDRAIL
3 A-602
1/4"
4" OC MAX REFER TO STAIR SECTION
AKF ENGINEERS
ALI
PAINTED STEELPLATE GUARDRAIL SCHEDULED PARTITION
12 BENCH DETAIL
A-602
1 1/2" = 1'-0"
8
A-602
HANDRAIL TERMINATION DETAIL 1 1/2" = 1'-0"
9
A-602
GUARDRAIL CONNECTION AT SLAB 1 1/2" = 1'-0"
10 GUARDRAIL CONNECTION AT DRYWALL
A-602
1 1/2" = 1'-0"
11 GUARDRAIL CONNE
A-602
1 1/2" = 1'-0"
Subaru Global Headquarters
Leader: Chris Miller, Rob Hibbarb, Jennifer Hemphill Role: Construction Drawings in Revit
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&6. ,
FIRST FLOOR - COFFEE BAR LOOKING NORTH
South Jersey Industries
Leader: Mark Duckett, Rob Hibbard, Matthew Peters Role: Generated the building and structure models by Revit
Corporate Office Pre-Planning Granum A/I
GRANUM A/I ARCHITECT 100 MATSONFORD ROAD RADNOR CORPORATE CENTER 4, SUITE 110 RADNOR, PA 19087 215.525.2663
IN COLLABORATION WITH:
ALDERSON ENGINEERING MEP, FP
407 LAKESIDE DR SOUTHAMPTON, PA 18966 215.364.5635
Key Plan
Project Name:
SJI: FOLSOM RENOVATION HAMMONTON, NJ 08087
Professional Seals
No.
Issue Description
Project No:
1
A-711
YYYY-MM-DD
SJI 1156A
Sheet Title
{3D - xliu}
Unnamed
Original drawing is 48 x 36 Do not scale contents of this drawing
NOT FOR CONSTRUCTION
Sheet Number
A-711
GRANUM A/I
8
7
6
5
4
3
2
ARCHITECT 100 MATSONFORD ROAD RADNOR CORPORATE CENTER 4, SUITE 110 RADNOR, PA 19087 215.525.2663
1
IN COLLABORATION WITH:
A B
ALDERSON ENGINEERING MEP, FP
407 LAKESIDE DR SOUTHAMPTON, PA 18966 215.364.5635
6' - 0 1/2"
C
1' - 6"
20' - 0"
D
4' - 7 3/16" B'
C'
D'
F'
G'
J'
M.5'
N.5'
12' - 0"
19' - 8"
12' - 7" 6' - 5"
14'
L'
1' - 0"
3 7/8"
12' - 0 3/16"
14' - 10"
O
N
4' - 11 3/8"
13'
12'
E
Key Plan
DN
3' - 6"
4' - 4" 9' - 0 5/8"
10'
16' - 8"
11'
6' - 0"
5' - 1"
12'
5' - 2"
5' - 4 5/8"
DN
9'
8'
6.5'
20' - 8"
8' 7' 6.5' 6'
DN
Project Name:
5' - 9 3/8"
6' - 8"
DN
SJI: FOLSOM RENOVATION F
5' - 8"
4'
L'
HAMMONTON, NJ 08087
6' - 3 5/8"
1' - 4"
5' 4'
J'
16' - 0"
Professional Seals
3'
H' G
H
No.
Issue Description
J
2' DN
1'
Project No:
B'
C'
D'
E'
F'
M'
N'
N.1'
SJI 1156A
Sheet Title
Unnamed 1
A-712
W-XL 02 EXG PLAN 1/8" = 1'-0"
Original drawing is 48 x 36 Do not scale contents of this drawing
NOT FOR CONSTRUCTION
Sheet Number
A-712
YYYY-MM-DD
GRANUM A/I ARCHITECT 100 MATSONFORD ROAD RADNOR CORPORATE CENTER 4, SUITE 110 RADNOR, PA 19087 215.525.2663
8
7
6
5
4
3
2
IN COLLABORATION WITH:
1
ALDERSON ENGINEERING MEP, FP
3' - 6"
7' - 6"
40' - 0"
40' - 0"
40' - 0"
7' - 6"
407 LAKESIDE DR SOUTHAMPTON, PA 18966 215.364.5635
3' - 6"
A B
11"11"
38' - 2"
11" 2' - 8"
C
9' - 6"
3' - 8"
11" 2' - 8"
1' - 0"
1' - 0"
11"11" 1' - 4"
11" 2' - 8"
2' - 8" 11"
7' - 6"
2' - 0"
5' - 9" 4' - 5"
11' - 6"
12' - 6"
11"11"
1"
8' - 7"
3"
2' - 9 1/2"
11' - 3"
5' - 1 3/4"
11'
10'
10'
4' - 0"
8' - 10"
- 7"
40' - 0"
3' - 0"
E
3' - 0"
5' - 2"
27' - 1"
1' - 2" 3' - 0"
Key Plan
12'
6'
3' - 0"
26' - 1"
11' - 3"
2' - 1"
5' - 1"
6' - 0 17/32"
N13'
O 41' - 4 1/2"
16' - 4"
5' - 7 1/2"
12' - 11 3/4"
13' - 11"
14' - 10" 11'
DN
8' - 0"
2' - 8"
1' - 0"
14'
5' - 0"
11"11"
11"11"
N.5'
1' - 4 1/2"
2' - 8"
13'
M.5'
3' - 9"
6' - 10"
2' - 8"
14'
L'
43' - 0 1/2"
40' - 0"
J'
6' - 0"
G'
40' - 0"
D
4' - 10"
20' - 10"
F'
40' - 0"
6' - 3"
7' - 6 7/16"
D'
5" 4' - 11"
C'
3' - 4"
2' - 8"
4' - 2"
11"11"
1' - 3"2' - 4" 2' - 4"
B'
6' - 0"
9' - 2"
5' - 0"
4' - 0"
1' - 0"
9' - 0"
3' - 4 1/2"
40' - 0"
9"
6' - 0"
9'
9'
Project Name:
2"
HAMMONTON, NJ 08087
4'
5'
6' - 1 1/4"
4'
3' - 0"
F
3' - 0"
DN
DN
Professional Seals
7'
- 2"
7'
40' - 0"
- 2"
7'
- 2"
40' - 0"
5'
- 2"
3'
- 4"
L'
J'
DN
11"11"
5' - 9 3/16"
4' - 8"
5" 2' - 1"
°
1' - 1"
5' - 9" 1' - 5 29/32"
5'
5' - 9 3/8"
8' - 11"
45.00
4'
SJI: FOLSOM RENOVATION
4' - 4 1/2" 6' - 6 3/16"
5'
- 11 "
8' 8' 7' 6.5' 6.5'
10' - 1"
11"11"
6'
11"11"
7'
- 2"
1' - 0"
7'
- 2"
11" 2' - 8"
G No.
- 2"
YYYY-MM-DD
J
- 2"
7'
- 2"
7'
Issue Description
H
3' - 6"
31' - 1"
E'
7' - 6"
1' - 0"
1' - 4"
7'
- 2"
H'
2' - 8" 11"
4' - 0"
7'
- 2"
3'
7' -2
11' - 2"
5'
3' - 8" 1' - 0"
10' - 1"
3' - 8"
1/8"
11"
1' - 1"
2' - 8" 2'
1' - 0"
1' - 0"
3' - 10 3/16" 1'
1' - 0"
18' - 10"
11' - 0"
7' - 10"
7' - 2"
1' - 1"
19' - 11"
31' - 1"
45' - 4 1/2"
40' - 0"
Project No:
1' - 5" 1' - 8"2' - 6"
SJI 1156A
Sheet Title
C'
1
A-713
D'
Unnamed
F'
E'
M'
N'
N.1'
W-XL 01 EXG PLAN
Original drawing is 48 x 36 Do not scale contents of this drawing
1/8" = 1'-0"
NOT FOR CONSTRUCTION
A-713
Sheet Number
GRANUM A/I ARCHITECT 100 MATSONFORD ROAD RADNOR CORPORATE CENTER 4, SUITE 110 RADNOR, PA 19087 215.525.2663
IN COLLABORATION WITH:
ALDERSON ENGINEERING MEP, FP
407 LAKESIDE DR SOUTHAMPTON, PA 18966 215.364.5635
B'
C'
C'
D'
E'
F'
G.3'
G.2'
G.1'
G'
H'
J'
L'
K'
O
6
N
5
4
3
2
1
B'
PENTHOUSE FLR 113' - 1 1/2"
SECOND FLOOR 99' - 6"
FIRST FLOOR 84' - 6"
9
A-700
A-EE NORTH HIDDEN 1984
2
1/8" = 1'-0"
13'
A-700
A-EE SOUTH 1/8" = 1'-0"
1
14'
2
3
4
5
N
6
O
L'
K'
J'
G'
G.1'
G.2'
G.3'
F'
E'
D'
C'
B'
Key Plan
PENTHOUSE FLR 113' - 1 1/2"
SECOND FLOOR 99' - 6"
Project Name:
FIRST FLOOR 84' - 6"
8
A-700
A-EE EAST HIDDEN 1984
3
1/8" = 1'-0"
14'
A-700
13'
SJI: FOLSOM RENOVATION HAMMONTON, NJ 08087
A-EE NORTH 1/8" = 1'-0"
11'
9'
6'
3'
2'
A
1'
B
C
D
E
F
G
H
J
Professional Seals
PENTHOUSE FLR 113' - 1 1/2"
SECOND FLOOR 99' - 6"
No.
Issue Description
FIRST FLOOR 84' - 6" 6
A-700
A-EE WEST
4
1/8" = 1'-0"
A-700
J
H
G
A-EE WEST HIDDEN 1969 NORTH
5
1/8" = 1'-0"
A-700
F
E
A-EE WEST HIDDEN 1969 SOUTH 1/8" = 1'-0"
D
C
B
A
PENTHOUSE FLR 113' - 1 1/2"
SECOND FLOOR 99' - 6" Project No:
SJI 1156A
Sheet Title
FIRST FLOOR 84' - 6"
7
A-700
A-EE SOUTHEAST 1984 1/8" = 1'-0"
1
A-700
A-EE EAST 1/8" = 1'-0"
MECHANICAL 77' - 6"
NOT FOR CONSTRUCTION
EXTERIOR ELEVATIONS
Original drawing is 48 x 36 Do not scale contents of this drawing
Sheet Number
A-700
YYYY-MM-DD
Junyuan Spanish Housing Design Zhejiang Tianren Jingjie Architecture & Associates
Leader: Yafeng Song, Hui Liu Role: Construction Document Software: Sketch Up, AutoCAD, V-ray, Adobe Creative Suites
GARDEN EXPO MUSEUM for ART Zhejiang Tianren Jingjie Architecture & Associates
Leader: Yuqi Ji Softeware: Sketch Up, AutoCAD, Adobe Suites Role: Conceptual Design and Production for Design Competition
Specification: The site is located within Xiamen Garden Expo Area where it needs a sulptural building with geometric figure. To design a symbolic museum in this area, we need to take care of the key elements in surrounding atmosphere as well as creating beautiful sceneries for tourists. I propose to initially manipulate and organize exhibition spaces so that the shape of the museum will come out.
Northernwest Elevation
1-1 Section
First Floor Plan
Second Floor Plan
JIMEI DISTRICT RESIDENTIAL PlANNING Zhejiang Tianren Jingjie Architecture & Associates
Leader: Yuqi Ji Softeware: Sketch Up, AutoCAD, Adobe Suites Role: Conceptual Design and Production for Design Competition
Economic Index Planning Area: 779650m2 Total Built Area: 1559300m2 Residential Area: 78688m2 Commercial Area: 50000m2 Educational/Medicine Area: 30923m2 Public Space: 506772m2 FAR: 2.0 Green Ratio: 50% Building Area Ratio: 20.5% Residential Area Total population: 29652 Residential Area Total Unit: 9884
“ Home” Pen Drawing, 2013, Shanxi,China
“ the Ancient Villages” Photograph, 2014, Hongcun, China
“ Symbiosis City” Urban Design Physical Model, 2011,Xiamen, China