My ARchiTecture
WORK SAMPLE
I am crazy about this line: the line between Art and Architecture. I make art, through which my architecture is nourished. I am an architect, but always approach my architecture in the way of artist. Darian Lu
Darian Lu
Layering City
Tel: 703-409-9276 Email: darianylu@gmail.com URL: http://issuu.com/darianyylu
Education
Skills
Columbia University New York, NY M.S. Advanced Architectural Design Graduation Date: 2013 May
Computer Programs Digital Modeling: Rhino, Maya, Cinema 4D, Revit Architecture, Grasshopper 2D Graphic: Adobe Indesign, Illustrator, Photoshop Animation: 3dsMax, Maya, Adobe Premiere, After Effect Drafting: Revit Architecture, AutoCAD Excellent in physical modeling and hand drawings
Iowa State University Bachelor of Architecture Minor: Digital Media Graduation Date: 2012 May Cumulative GPA: 3.50
Inbetween NYC and Campus
Project Advisor: Fredrick Levrat Individual Project
Ames, IA
Honor Student
The goal of this project is to create a unique urban condition where activities happen on different layers. Knowledge exchange happens through the “interactions” of these layers. applications extracted from concept model
Program interactions
Language Proficient in both English and Mandarin
(Present in Section)
Currently pursuing LEED GA
Work Experience
(Present in Section)
Junior Architect W Architecture and Landscape Architecture LLC., NYC, NY 2013 Aug.-Present Preparing CD sets for public parks and plaza; detailing furniture; schematic design for a pavilion in Highbridge park, NYC. Projects Participated: Williamsburg the Edge , SUNY Purchase, Five Borough Farm, and 50 West Street Plaza Architectural Intern Snarkitecture, NYC, NY 2013 March-July Design artifacts through digital modeling and prototype fabrication; packaging design; material research; prepare project proposals; visual design Volunteer HWKN, New York 2012 May-2012 June Volunteered in the installation and construction of 2012 YAP winning Project: Wendy in MOMA PS1 Entrepreneur Project: “Waverly Amphitheater Design”, Waverly, Iowa 2011 June-Present Designed an outdoor amphitheater of 370 seatings in Waverly, IA; presented work to Parks and Leisure Services and City Council of Waverly for building possibility; gathered more than 700 signatures demonstrating public support for project. The Waverly City Council approved plans and specifications for the amphitheater proposal. Project is scheduled to be constructed in fall 2014 AHTS Architects, Waterloo, IA 2011 Nov.-2012 May Partnered with registered architects to further develope “Waverly Amphitheater Design” in plans and specifications(Estimated cost: $300,000) Architectural Intern WOODS BAGOT, Shanghai, 2010 May-2010 Aug. Worked in design development and presentation support role in both Interior Design and Architecture projects; projects include multiple resort planning project and 3500sqf villa designs.
5th Level
4th Level
3rd Level
Extra-Curricular Collegiate and Activities
2011-2012 School Year
Student Union Board Fine Arts Committee •Assist in artwork installation of various size and various media •Assist in artwork selection for annual show of 30-40 pieces. Art pieces include Sculpture, painting, photography, and multi media work
2011-2012 School Year
College of Design Peer Mentor •Critique projects from lower level design students during in-class work sessions and regular pin-ups. •Assist professor in preparing materials for class
Sept. 2009-May 2012
ISU Student Architecture Journal Datum • Fundraised $2500 for “Datum” publication from design firms and ISU organizations in 2010 •Discussed issues that we do not necessary have answers for in Architecture discipline • Challenged each other with different design methodology and ideology to gain a more rounded perspective • Article “From Anoymous to Known” included in “Datum”No.2 (See portfolio for article)
2nd Level
Street Level
Honors and Awards 2012 2nd Prize “UnCompetition Project” sponsored by “Chicago Architectural Club” and “School of the Art Institute of Chicago” and “AIA Chicago” 2011 Finalist CSI Competition Work Exhibited in ISU “2011 Studies in Creativity” 2011 2011,2012,2013 “Waverly Amphitheater Design” published in “Waverly Newspaper” Sept.29.2011, May,2013 “Iowa State Daily”May 2012 “Happening project: You got caked!” published in “Iowa State Daily” and “KCCI Des Moines” 2011 2011, 2012 Article published in “Datum” No.2 and No.3 2008,2010, 2012 Dean’s List
Basement -1
Back Entrance
Basement -2
Encounter Jazz Via Movement
Boston Jazz Symphony Center Project Advisor: Mitchell Squire Project Partner: Dream Potter John Graham
Exterior Shell
The building’s purpose is to perform in a similar manner to that of Boston, and amplify the very specific experience of a jazz performance through recreating improvisations in the architecture.
Main Structure Elements
CIRCULATION Visitors travel along this organized web of circulation and encounter spontaneously derived activities. STRUCTURE The structure of the building is composed of trusses and steel frame. Additional truss supports allow building shell to split to create a different lighting condition along the circulation spine. MATERIALITY The skin is composed of translucent stone panel and translucent skin. The same material is used on both the building facade and plaza. By getting closer to the building, one is able to tell the difference between two materials.
Connected Circulation Spine
Inner Shell: Illuminated Wood
Volume of Designed Programs
Structural Grid Beneath PlazaSteel Frame
Initial Sketches
Auditorium
Circulation Spine Public Area 3456 SF
Leased Office
Auditorium
Auditorium 13,000 SF Leased Office 25,000 SF
Experimental Hall Public Area
REGROUPING PROGRAM
Experimental Hall Public Area
Experimental Hall 3,000 SF
Auditorium
Volume of Subterranean Experimental Hall Space Plaza Level
Storage, Rehearsal, Dressing Room
Public Area
Mechanical
Street Level
Leased Offices
ORGANIZING FORM
Auditorium
Circulation Spine
Exploded Circulation Diagram
Public Area 3456 SF
Leased Office
Auditorium
Auditorium 13,000 SF Leased Office 25,000 SF
Auditorium
Experimental Hall
Experimental Hall
Public Area
Experimental Hall 3,000 SF
Experimental Hall
Plaza Level
Storage, Rehearsal, Dressing Room
Public Area
Mechanical
Street Level
Leased Offices
Public Area
RECONNECTING SPACES
DIVIDING PLANE
Perspectives from different approaches to the site Section
Fasion Cycle
Traditional
Conventional Fashion Cycle
Inventive
Traditional Conventional
Traditional
Exterior Shell Egress Stairs
Major Structure Interior Shell
Tilted Plaza
Staff Street Entrance
Floorplan
Shared Facilities
Conventional
Inventive
Inventive
Marking Status, signaling nobless and leisure by wearing clothes that restrict movements. eg. corset, hopple skirts in 1910 Conforming or adhering to accepted standards Time-related disruptions to a consistent type, style, or look
Band member Setup
Waverly Outdoor Amphitheater
Body-ish Fashion Gallery Curatorial Invention in Metropolitan Art Museum, NYC,NY
Entrepreneur Project Teammate: Ann Cashman
Project Advisor: Mark Rakatansky Individual Project
Entrace along Sidewalk
Space
Audience Area 3136sqft Performance
Main Entrance
Fashion is a time-based disruption of coluture. The project goal is to create a series of space disruptions in the museum galleries. The fashion gallery draws attention to historical costume, high-end fashion designs, and more importantly: daily wears.
40’-0”Set back
“The MOVEMENT of LAND to create a gathering SPACE”
Front Elevation/Section
New Circulation
LIGHT LOCATION-ADD ALTERNATE #1
Coat Check
Display
Visiting Studio
Library
Runway
Runway
Fashion Photography
Runway
Mix and Match + Controlled Perspective
F 5
E 5
LOCATION OF PANEL
C 4
917.56
Base T.W. (COLUMNS)
# OF PANELS FABRIC
D 5
1-2
2-3
(0)
(0)
(DIMENSION FROM GLASS TO NEAREST SHOE)
B 3
B 1
A 1
A 1
918.23 918.90 3-4
4-5
5-6
9
10
11
12
13
14
15
16
17
18
19
20 21
22
A 1
A 1
A 1
A 2
B 2
B 3
B 4
C 4
C 5
D 5
E 5
E F 6 6
F 7
920.24 6-7
7-8
8-9
919.57 918.90 918.23 9-10
11-12
12-13
13-14
17-18
18-19
19-20
20-21
21-22
(3)
(6)
(8)
(8)
(9)
(9)
(9)
(9)
(9)
(7)
(7)
(7)
(6)
(4)
(3)
(0)
(0)
(0)
(0)
5'-5"
4'-6"
5'-9"
5'-4"
5'-9"
5'-4"
5'-9"
5'-4"
6'-5"
6'-0"
6'-3"
6'-6"
6'-11"
7'-2"
3
COLUMN NUMBER
14-15
4
15-16
5
RIGHT 9'-8" 11'-1" 12'-6" HEIGHT OF ELECTRICAL CONDUIT LEFT NA 9'-0" HOLES
1'-0"
6
16-17
916.89 916.22
6'-6"
Front Elevation SCALE: 1/4" =
10-11
917.56
7
8
9
10
11
12
13
14
TOTAL PANELS (104)
17
18
12'-5" 12-10" 13'-3" 12'10" 13-3" 12'10" 12'-3" 11'-10" 12'-1" 11'-6" 10'-3" 9'-8"
15
16
NA
Ph.: 319-233-1163 Fax: 319-233-9863 Copyright 2012 C
Drawings and Specifications, ideas, designs, and arrangements represented are and shall remain the property of the architect and no part shall be copied or disclosed to others, or used in connection with any work or project other than the specfied project for which they have been prepared without the written consent of the architect. Visual contact with these plans and specifications shall constitute conclusive evidence of acceptance of these restrictions.
5" 4'-6" 8" 8" 8" 8"
Column Type Base I.D.
8"
8"
Image AHTS Archiects Column ID courtsey # 1 2 3 4 5 6 7 8
Waverly, Iowa
Arriving
STONE BLOCK LOCATION (DASHED)
1st Street NW between 2nd and 3rd Ave NW
Displa
916.22 915.55
(12,13)-2 (5,14)-3 (4,15,16)-4 (1,2,3,17,18,19)-5 (20,21)-6 (22)-7 GROUND LEVEL GRADE
Kohlmann Park Amphitheater
Circulation
(6,7,8,9,10,11,12)-1
7 1/2" 7 1/2" 1'-6" 1'-6" 1'-6"
1 A5.1
3'-8 1/2"
Exisiting Circulation
2 A5.1
1'
/Volumes/Groups/1. Active Projects/Kohlmann Ampihitheater 11-37/Drawings /K-3.pln
5"
10"
327 East Fourth Street Suite 204 Waterloo, Iowa 50703
SINGLE UNIT GLASS PANEL
Project No. 1137
A3.1
11'-2" 12'-5" 12'-10" 13'-3" 12'-10" 13'-3" 13'-6" 12'-3" 12'-6" 12'-9" 11'-6" 10'-11" 9'-8"
Jan/22/2013
60 05:32
300 20:44
Creating this “Mix and Match” display allows visitors to have a fresh view on different artifacts. A “Controlled Perspective” draws attention from outside of fashion gallery to particular objects.
70
18:19
327 East Fourth Street Suite 204 Waterloo, Iowa 50703
E
W
07:20
Shoe
Clothes
Hat
2'
Height varies
1'-5"
Electrical Below Grade pull box see spec
5" 1' 2'
8" Wide concrete mow strip 8" Existing Grade
Image courtsey AHTS Archiects
AA
Seat Wall Section SCALE: 1/4" =
1'-0"
4'-6"
EXISTING WALKWAY
Concrete mow edge. See Detail.
Existing Grade
nd
rd
and 3 Ave NW
Drawings and Specifications, ideas, designs, and arrangements represented are and shall remain the property of the architect and no part shall be copied or disclosed to others, or used in connection with any work or project other than the specfied project for which they have been prepared without the written consent of the architect. Visual contact
18'-1/8" Limestone Blocks.
1 Street NW between 2
3’-0”
Day lily planting area
st
3’-0”
Glass
Steel box 28" x 16" x 16" Tall. See Detail 1-A5.1
Kohlmann Park Amphitheater
3’-0”
6’-0”
3’-0”
Fabric
3’-0”
3’-0”
3’-0”
5’-0”
+
Glass
4’-0”
Fabric
15’-0”
BUILDING SET BACK
Curatorial Strategy in Architecture Space
lumes/Groups/1. Active Projects/Kohlmann Ampihitheater 11-37/Drawings /K-3.pln
40
2'-4"
Project No
A4.
Boshan Taihe 5 Star Resort
Gucheng Island He Resort (120,000 sq m)
A 5 star Resort planning project in North China. The main building is directly surrounded by montains and lake, sitting within the site’s natural landscape. My contribution includes producing Autocad drawings for plans and sections; preparing presentation documents. I worked side by side with supervising architect, testing back and forth between 2D drawings and sketchup models.
My contribution includes producing section renderings and drawings with photoshop and illustrator; making minor changes to autocad drawings; Researching on sustainability guide in China.
All images courtsey WoodsBagot,
All images courtsey WoodsBagot,
3' MAX
Drafting sample from Williamsburg the EDGE A - SIDE ELEVATION B - FRONT ELEVATION
All images courtseyW Architecture and Landscape Architecture LLC. 07
06
TYPICAL STEEL RAILING AT PIERS - TYPE R1 SCALE 1"=1'-0"
5'-9"
5'-4"
1'-11"
6'
6'
EL +5.0
EL +6.0
STEEL SUPPORT
EL +8.0
1 2"
J-BOLTS 12"
6" 6"
WOOD SLAT
CONCRETE STEPS VARIES
VARIES
VARIES
CONCRETE STEPS
RIP RAP
PRECAST CONCRETE STEPS
WOOD FASCIA,TYP.
INVERT ELEV. -1.63'
4X4 SLEEPER
METAL ANGLE 3'
FINISH GRADE
SYNTHETIC LAWN
CONCRETE STEPS
SLEEVE GROUT SOLID 8'-421"
VARIES
4X6 SLEEPER
SYNTHETIC LAWN
CONCRETE CURB BEYOND SYNTHETIC LAWN
CONCRETE STEPS
EL +7.0
1'-5"
1'-2"
10 7.6 0°
GROUT
4"
3'-7"
721"
4"
EL +4.0
SYNTHETIC LAWN
2'-3"
CONCRETE PAVING
6'-4"
4" METAL RAILING
STAINLESS STEEL BRACKET
1'-021"
6" TYP.
2" TYP.
3'-6"
EL +0.0
3'-10"
6'-1"
METAL RAILING
CAST IN PLACE CONC. WALL
2'-3" TYP.
5'-9"
6'-1" METAL RAILING
1 1/2" STAINLESS STEEL TUBE RAIL
10"
10"
5'-9"
5'-9"
6'-2" 1'-2"
1'-6"
STEEL RAILING TYPE R2
5'-9"
SCALE 1"=1'-0"
6" 6"
R
4'-3"
5'-9" 3'-9"
B - FRONT ELEVATION
3'
1" 8
TYPICAL STEEL RAILING AT PIERS BEYOND - TYPE R1
5'-9" 2
1 6 2"
5'-9" 2'
A - SIDE ELEVATION
6" 6"
4'-6" 6"
4'-6" 6"
5'-3"
5'-9"
721"
11/2" X 3/8" CS STEEL FRAME FOR WIRE MESH
STEEL RAILING AT GET-DOWN PIER RAMP - TYPE R2
6" 6"
1 1/2" STAINLESS STEEL TUBE RAIL
4'
1'
1'-621"
6'
CONCRETE STAIRS
CONCRETE
121"
1'-6"
PRECAST PILE CAP TYP.
DECOMPOSED GRANITE W BINDER
5"
16" X 16" PRECAST CONCRETE PILE TYP.
MLW EL. -3.85'
MATERIAL VARIES
CONCRETE BASE
MARINE SUB-STRUCTURE
APPROX. MUDLINE ELEV. -8.0'
42-09 235th Street Douglaston, NY 11363
24 Commerce Street Newark, NJ 07102
226 W 26th Street 9th Floor New York, NY 10001
315 Park Avenue South 17th Floor PAVEMENT New York, NYSCHEDULED 10010
225 West 34th Street 2nd Floor New York, NY 10122
6 East 32nd Street New York, NY 10016
127 W 25th Street 12th Floor New York, NY 10001
P 718-281-0550 F 718-224-1397
P 973-286-6100 F 973-286-6101
P 212-929-5656 F 212-929-5605
P 212-330-6226 P 845-353-6400 TYPICAL STEEL RAILING AT PIERS - TYPE R1 F 212-695-1898 ANCHOR BOLTS SCALE 1"=1'-0"F 845-353-6509
P 917-339-9300 F 917-339-9400
P 212-675-3225 F 212-675-3224
P 212-981-3933 F 212-981-3979
2'-721"
STEEL SUPPORT
20'-1"
STRUCTURE BOLTS
STEEL RAILING TYPE R2
"T
YP
WOOD SLAT
NORTH 5th STREET
TENSION ROD AND NYLON SPACER, TYP.
EL +0.0
2'-3" TYP.
0
VARIES
EAST RIVER
6" TYP. 3'
VARIES
721"
WYTHE AVENUE
3' 3'-6"
KENT AVENUE
EAST RIVER
3' 2" 4X4 SLEEPER
DECOMPOSED GRANITE W BINDER
MARINE SUB-STRUCTURE
DATE:
CONCRETE BASE
WOOD FASCIA, TYP.
CONCRETE PAVING
SYNTHETIC LAWN
02008
6'-2"
PROJECT NAME:
SHORELINE PLANTING
6'-1"
DZ, SY NOTE:
6'-4"
6'
EL +6.0
6'
EL +7.0
SITE FURNISHINGS & RAILING DETAILS SYNTHETIC LAWN
PARC CENTRE TABLE - TYPE F4 BEYOND
PARC CENTRE CONCRETE STEPS
CONCRETE STEPS
CHAIR - TYPE F3
EL. 8.00'
DECOMPOSED GRANITE
CONCRETE WALKWAY
4"
AS NOTED
Oct. 17 2013 W. A. P. RE-CERT
GLASS RAILING
PRECAST CONCRETE PARAPET
EL +8.0
ORNAMENTAL GRASS
SYNTHETIC LAWN
4"x12" ASPHALT PAVERS
3'-7"
DATE & ISSUE:
DRAWING TITLE:
Full sheet size is 24" X 36"
STAINLESS STEEL FASTENER, TYP.
SHEET NO:
R O F ION T T PRIVATEUC O TR N NSTERRACE EL.14.00 CO
BW EL. 11.50'
L-6.3
RIP RAP
DECOMPOSED GRANITE
INVERT ELEV. -1.63'
STEEL SUPPORT STRUCTURE
CONCERETE BASE FINISHED GRADE PAVERS
SCALE:
WILLIAMSBURG THE EDGE
6'-1"
DRAWN BY: METAL RAILING
5'-4"
CONCRETE STEPS
WOOD FASCIA, TYP.
CONCRETE STEPS
FINISHED GRADE PAVERS
CONCRETE STAIRS
MARINE SUB-STRUCTURE
RIP RAP
PILE CAP TYP. NOTESPRECAST & LEGENDS:
STEEL SUPPORT STRUCTURE
PROJECT NO:
DATE: 10.17.13
03
ANCHOR BOLTS
STAINLESS STEEL FASTENER, TYP.
NO: DESCRIPTION:
WAP SUBMISSION - PHASE 2 WAP SUBMISSION 1 02.22.06 10 5'-9" 5'-9" 5'-9" 5'-9" 5'-9" WAP SUBMISSION 2 5'-9" 04.14.06 3'-10" 1'-11" WAP SUBMISSION 2'2 06.05.06 3'-9" METAL RAILING WAP SUBMISSION 3 WOOD SEATING08.11.06 PLATFORM - TYPE F9 SCALE 1" = 1'-0" WAP SUBMISSION 4 09.15.06 WAP20'-0" CERTIFICATION - FINAL DRAWING SUBMISSION 11.01.06 EL +5.0 WAP CERTIFICATION - FINAL DRAWING REVISION 11.17.06 4'-0" EL +4.0 WAP CERTIFICATION - FINAL DRAWING REVISION 06.15.09 R1" T CONCRETE 1 BEYOND YP CURB . 2" TYP. 1" LAWN TYP. SYNTHETIC WAP RE-CERTIFICATION 12.28.09
NORTH 4th STREET
100
SCALE 1/4"=1'-0"
721"
WOOD FASCIA,TYP.
2'-3"
721"
.
1 1 2"TYP. 12" TYP.
5'-9"
4'-3" NORTH 6th STREET
STEEL SUPPORT STRUCTURE, TYP.
MLW EL. -3.85'
11'-4"
16" X 16" PRECAST CONCRETE PILE TYP.
SCHEDULED PAVEMENT
AL VARIES
4'-6"
1
13
R1
STAINLESS STEEL FASTENER, TYP.
4'-6"
3'-1"
2" TYP.
3'-6"
7/16" DIA HOLES FOR ANCHORING
5"
212-981-3933 4'-1021" 5'-9" F 212-981-3979
5'-9"
STEEL SUPPORT STRUCTURE, TYP.
34'-1121"
6x6 - W8.5xW8.5 MATERIAL VARIES
04
TYPICAL STEEL RAILING AT PIERS BEYOND - TYPE R1 P
P 212-675-3225 F 212-675-3224
CAST ALUMINUM STRAP & SUPPORT
1'-521"
STAINLESS STEEL BOLTS
NOTES & LEGENDS
1'-5"
0°
5'-3" 127 W 25th Street RAILING AT STEPS - TYPE R4 12th Floor STEEL SCALE 1" = 1'-0" New York, NY 10001
WOOD SLAT
1 2"
0
N
NORTH-SOUTH SECTION AT 6TH STREET GET-DOWN PIER
3'-6"
P 212-330-6226 F 212-695-1898
6 East 32nd Street New York, NY 10016
NORTH 7th STREET
01 02 03 041'-6" 05 06 07 08 09
02
VARIES
5'
P 212-929-5656 F 212-929-5605
SECTION
VARIES
4"
P 973-286-6100 F 973-286-6101
ELEVATION
O
SHE
MATERIAL VARIES
NO: DESCRIPTION:
NORTH 8th STREET
Architecture and Landscape Architecture, LLC
Fleming-Lee Shue, Inc.
VARIES
6" 6"
P 718-281-0550 F 718-224-1397
100 Snake Hill Road 225 West 34th Street CONCRETE WALL WITH STEEL RAILING - TYPE R3 West Nyack, NY 10994 2nd Floor SCALE 1" = 1'-0" New York, NY 10122 "LOOP" STYLE 48' P 845-353-6400 P 917-339-9300 F 845-353-6509 F 917-339-9400 ARMS
1
DAT
6TH STREET GET-DOWN PIER SECTIONS
CONCERETE BASE
6" 6"
315 Park Avenue South 17th Floor New York, NY 10010
SCA
6'
DRAWING TITLE:
Full sheet size is 24" X 36"
APPROX. MUDLINE ELEV.BOLTS -8.0' ANCHOR
721"
226 W 26th Street 9th Floor New York, NY 10001
DZ, SY NOTE:
1'-5"
24 Commerce Street Newark, NJ 07102
WILLIAMSBURG THE EDGE
16" X 16" PRECAST 02008 CONCRETE PILE TYP.
DRAWN BY:
6" 6"
42-09 235th Street Douglaston, NY 11363
05
Mueser Rutledge Consulting Engineers
SIGNATURE & STAMP:
EAST RIVER
M.G. McLaren, P.C., Consulting Engineers
10.17.13
PROJECT NAME: 18'
WOOD SLAT
1 2"
METAL ANGLE
121"
LANDSCAPE ARCHITECT:
6" TYP.
Edwards & Zuck Consulting Engineers
PRECAST CONCRETE STEPS
CONCRETE
" 72
Philip Habib & Assocociates, Engineers & Planners, PE, PC
NORTH 10th STREET
SCALE 1" = 1'-0"
3'
ENVIRONMENTAL ENGINEER:
Thornton Tomasetti Engineers
9"
01
1'-5"
GEOTECHNICAL/SOILS ENGINEER:
2'-721"
MARINE ENGINEER:
10
WAP SUBMISSION - PHASE 2
PROJECT NO:
6'
DATE:
4' WIDE WOOD BENCH WITHOUT BACK - TYPE F7 KEY PLAN: NORTH 9th STREET
5.0 0°
MEP ENGINEER:
KEY PLAN:
NOTES & LEGENDS:
NO: DESCRIPTION:
FINISHED GRADE PAVERS
VARIES
4X6 SLEEPER J-BOLTS 12"
1'-6"
1'-2"
Douglaston Development
CIVIL ENGINEER:
FINISH GRADE
1'-2"
STRUCTURAL ENGINEER:
1/8" x 1-1/2" METAL CENTER STRAP
SLEEVE GROUT SOLID
121"
WOOD
10
7.6
1'-021"
8'
OWNER:
1'-2"
GROUT
2'-121"
8'-421"
STEEL SUPPORT
A LONG SECTION
METAL RAILING
STAINLESS STEEL BRACKET
SCALE 1" = 1'-0"
EL +4.0
1 1/2" STAINLESS STEEL TUBE RAIL
CAST IN PLACE CONC. WALL
4' WIDE WOOD LOUNGE CHAIR - TYPE F8
4"
NOTES & LEGENDS:
6" 6"
6" 10"
2
1" R6 2
06
MHW EL. +0.37'
100
0
CONCRETE CURB
PRECAST PILE CAP TYP.
STEEL SUPPORT STRUCTURE
DATE:
WAP SUBMISSION 1 02.22.06 04.14.06 WAP SUBMISSION 2 WAP SUBMISSION 2 06.05.06 08.11.06 WAP SUBMISSION 3 WAP SUBMISSION 4 09.15.06 WAP CERTIFICATION - FINAL DRAWING SUBMISSION 11.01.06 WAP CERTIFICATION - FINAL DRAWING REVISION 11.17.06 06.15.09 WAP CERTIFICATION - FINAL DRAWING REVISION WAP RE-CERTIFICATION 12.28.09
4"
6"
721" 1" 8
1'
ANCHOR BOLTS
MHW EL. +0.54'
ANCHOR BOLTS
℄ PILE & GRADE BEAM
APPROX. MUDLINE ELEV. -8.0'
℄ PILE & GRADE BEAM 30"Ø STORM DRAIN
CONCERETE BASE
CONCRETE BASE
STEEL SHEET PILE WALL
MlW EL. -4.01'
A LONG SECTION
CONCRETE FOOTING
GRETCHEN BENCH WITH BACK (RELOCATED FROM PHASE 1) - TYPE F5 SCALE 1"=1'-0"
SCALE 1" = 1'-0"
SUBSTRUCTURE VARIES
A FRONT ELEVATION
05
01
4' WIDE WOOD LOUNGE CHAIR - TYPE F8
OWNER:
Douglaston Development
STRUCTURAL ENGINEER:
CIVIL ENGINEER:
MEP ENGINEER:
MARINE ENGINEER:
01 SUBSTRUCTURE VARIES
EAST-WEST SECTION AT 6TH STREET GET DOWN PIER GEOTECHNICAL/SOILS ENGINEER:
ENVIRONMENTAL ENGINEER:
LANDSCAPE ARCHITECT:
SIGNATURE & STAMP:
Philip Habib & Assocociates, Engineers & Planners, PE, PC
Edwards & Zuck Consulting Engineers
M.G. McLaren, P.C., SCALE 1/4"=1'-0" Mueser Rutledge Consulting Engineers Consulting Engineers
Fleming-Lee Shue, Inc.
42-09 235th Street Douglaston, NY 11363
24 Commerce Street Newark, NJ 07102
226 W 26th Street 9th Floor New York, NY 10001
315 Park Avenue South 17th Floor New York, NY 10010
100 Snake Hill Road West Nyack, NY 10994
225 West 34th Street 2nd Floor New York, NY 10122
6 East 32nd Street New York, NY 10016
127 W 25th Street 12th Floor New York, NY 10001
P 718-281-0550 F 718-224-1397
P 973-286-6100 F 973-286-6101
P 212-929-5656 F 212-929-5605
P 212-330-6226 F 212-695-1898
P 845-353-6400 F 845-353-6509
P 917-339-9300 F 917-339-9400
P 212-675-3225 F 212-675-3224
P 212-981-3933 F 212-981-3979
OWNER:
Douglaston Development 42-09 235th Street
STRUCTURAL ENGINEER:
SCALE 1" = 1'-0"
Architecture and Landscape Architecture, LLC
Thornton Tomasetti Engineers
B SIDE ELEVATION
4' WIDE WOOD BENCH WITHOUT BACK - TYPE F7
01
CIVIL ENGINEER:
EAST-WEST SECTION AT SCALE 1/4"=1'-0" MEP ENGINEER:
NO: DESCRIPTION:
DATE:
01 WAP SUBMISSION 1 02.22.06 02 WAP SUBMISSION 2 04.14.06 03 WAP SUBMISSION 2 06.05.06 04 WAP SUBMISSION 3 08.11.06 05 WAP SUBMISSION 4 09.15.06 PHASE 206PARK WAP CERTIFICATION - FINAL DRAWING SUBMISSION 11.01.06 07 WAP CERTIFICATION - FINAL DRAWING REVISION 11.17.06 08 WAP CERTIFICATION - FINAL DRAWING REVISION 06.15.09 MARINE ENGINEER: GEOTECHNICAL/SOILS ENGINEER: 09 WAP RE-CERTIFICATION 12.28.09
PROJECT NO:
NO: DESCRIPTION:
DATE:
10
10.17.13
WAP SUBMISSION - PHASE 2
02008 DRAWN BY:
DZ, SY NOTE:
Full sheet size is 24" X 36"
ENVIRONMENTAL ENGINEER:
Thornton Tomasetti Engineers
Philip Habib & Assocociates, Engineers & Planners, PE, PC
Edwards & Zuck Consulting Engineers
M.G. McLaren, P.C., Consulting Engineers
Mueser Rutledge Consulting Engineers
Fleming-Lee Shue, Inc.
24 Commerce Street
226 W 26th Street
315 Park Avenue South
100 Snake Hill Road
225 West 34th Street
6 East 32nd Street
LANDSCAPE ARCHITECT:
PROJECT NAME:
AS NOTED
DEP OUTFALL
DATE & ISSUE:
Oct. 17 2013 W. A. P. RE-CERTIFICATION
DRAWING TITLE:
SHEET NO:
F
O
SIGNATURE & STAMP:
01 02 03
WAP SUBMISSION 1 WAP SUBMISSION 2 WAP SUBMISSION 2
R N
IO
CT
T U O TR SITE FURNISHINGS & RAILING N NS CO DETAILS NO: DESCRIPTION:
Architecture and Landscape Architecture, LLC 127 W 25th Street
SCALE:
WILLIAMSBURG THE EDGE
SIONS
02
REVISIONS
02
1'-621"
1 1/2" STAINLESS STEEL TUBE RAIL
4'
10"
CONCRETE BASE
B - FRONT ELEVATION
FINISH GRADE
4'-11"
STEEL RAILING - TYPE R2
EL +6.0
4" SYNTHETIC LAWN
EL +4.0
EL. +8.0'
METAL RAILING METAL RAILING
EAST RIVER
Architecture and Landscape Architecture, LLC 3' MAX
A - SIDE ELEVATION
6"
NO: DESCRIPTION:
REVISIONS
Fleming-Lee Shue, Inc. 1'-5"
Mueser Rutledge Consulting Engineers
EL +6.0
NORTH 4th STREET
100
0
HEX HEAD BOLT AND WASHER
01 02 6' 11/2" X 3/8" CS STEEL 03 FRAME FOR WIRE MESH 04 05 A - SIDE ELEVATION B - FRONT ELEVATION 06 STEEL RAILING AT GET-DOWN PIER RAMP - TYPE R2 07 SCALE 1"=1'-0" 08 1'-2" 09
STEEL FASTENER, TYP. McLaren, P.C., Edwards &STAINLESS Zuck M.G. 6" 3" Consulting Engineers Consulting Engineers
EL. +8.0'
1" TYP.
3"
STAINLESS STEEL FASTENER, TYP.
SIGNATURE & STAMP: 1/2" TH. BASE PLATE
CONCERETE BASE ° .58 94 FINISHED GRADE PAVERS
1 2" TYP.
NORTH 6th STREET
1'-5"
ANCHOR BOLTS
LANDSCAPE ARCHITECT:
Philip Habib & Assocociates, Engineers & Planners, PE, PC
07
3'-6"
2"
ENVIRONMENTAL ENGINEER:
NORTH 7th STREET
NORTH 5th STREET
36'
GEOTECHNICAL/SOILS ENGINEER:
TY
WOOD FASCIA, TYP.
2" X 2" WIRE MESH PANEL
Thornton Tomasetti Engineers
100 Snake Hill Road West Nyack, NY 10994
321"
SEAWARD SIDE
Douglaston Development
STEEL SUPPORT STRUCTURE
321"
2"
WYTHE AVENUE
6"
FINISH GRADE
NORTH 8th STREET
P.
3'
1/2" TH. BASE PLATE
MARINE ENGINEER:
4 WOOD 9FASCIA, TYP.
"STEEL RAILING - TYPE R2
HANDRAIL WITH 1"RADIUS
1'-9"
06 Feb 2007 - 12:43 AM | dragana.zoric | F:\20424 - Williamsburg II\02 Drawings\02.1 CAD\WAP rev\L-6.0_FURNISH_LIGHT_PLAN.dwg
°
.58
721"
MEP ENGINEER:
STEEL SUPPORT STRUCTURE
1 2"
20'-1"
CIVIL ENGINEER:
321"
321"
4'-0"
NORTH 9th STREET
R1
STEEL SUPPORT STRUCTURE, TYP. CIRCULAR CROSS SECTION
5.0
HEX HEAD BOLT AND WASHER
STAINLESS STEEL FASTENER, TYP. STRUCTURAL ENGINEER:
2"
NORTH 10th STREET
HANDRAIL WITH 1"RADIUS CIRCULAR CROSS SECTION
CONTINUOUS STEEL
13
3'-121"
34'-1121"
SEAWARD SIDE
" T2" X 2" WIRE MESH PANEL YP . 1"TYP. 11" TYP. 2 2
KEY PLAN:
SLEEVE, 1/8" THK. STAINLESS STEEL VARIES
KENT AVENUE
R1
STEEL SUPPORT STRUCTURE, TYP.
OWNER:
3'-1"
KEY PLAN:
SCALE 1" = 1'-0"
3" PIPE TOP RAIL TENSION ROD AND NYLON SPACER, 2" STEEL FRAME FOR TYP. WIRE MESH 4"
STEEL FRAME FOR WIRE MESH
WOOD SEATING PLATFORM - TYPE F9
20'-0" WOOD SLAT
1
SLEEVE, 1/8" THK. STAINLESS STEEL
REVISIONS
4"
3" 2"
2"
WOOD SLAT
3"
6'
2"
2"
SCALE 1/4"=1'-0"
06 Feb 2007 - 12:43 AM | dragana.zoric | F:\20424 - Williamsburg II\02 Drawings\02.1 CAD\WAP rev\L-6.0_FURNISH_LIGHT_PLAN.dwg
EAST-WEST SECTION AT 6TH STREET GET DOWN PIER
4'-1021" CONTINUOUS STEEL PIPE TOP RAIL
" 72
01
SCALE 1" = 1'-0"
1'-9"
48'
03
STEEL RAILING AT STEPS - TYPE R4
42'
04
SCALE 1" = 1'-0"
0°
05
SECTION
06 Feb 2007 - 12:43 AM | dragana.zoric | F:\20424 - Williamsburg II\02 Drawings\02.1 CAD\WAP rev\L-6.0_FURNISH_LIGHT_PLAN.dwg
ELEVATION
CONCRETE WALL WITH STEEL RAILING - TYPE R3
L-6.3
DATE:
NO: DESCRIPTION:
DATE:
02.22.06 04.14.06 06.05.06
10
10.17.13
WAP SUBMISSION - PHASE 2
PROJECT NO:
02008 DRAWN BY:
DZ, SY
PROJECT NAME:
WILLIAMSBURG THE EDGE
SCALE:
1/4" = 1'-0"
DATE & ISSUE:
Oct. 17 2013 W
FELT LIGHT Wool Felt Variable Dimensions Felt Light is a series of light fixtures recall familiar pendants or lamps, translated into the unexpectedly soft and rich material of wool. From one side, the fixtures appear whole, while from the opposite side moments of excavation are cut into the interior, hinting at a contoured landscape and light within.
Kubuqi Desert Seven Star Lake Resort In this project, I assisted in rendering interior perspective and floorplans with photoshop and illustrator; researching on interior materials and furniture, preparing material boards for photograph and presentation. All images courtsey WoodsBagot,
Executive Platinum
SLICE Presidential Suite
Richlite, steel, rubber 30” x 108” x 60” (H x W x D) An all black table tennis table, Slice appears as a deceptively opaque landscape when viewed from its shorter ends and impossibly thin from its longer sides. The top is made from a single thin sheet of Richlite, an incredibly dense and durable eco friendly material. An undulating topography below this surface is described by a series of flat, solid layers made from flexible EPDM rubber and Richlite. While designed for indoor and outdoor table tennis, Slice can also be used as a conference or dining table.
Lobby Bar
All IMAGES COURTESY SNARKITECTURE
“VooDoo” Bear “The outlines of the form of life and beauty drawn on the paper are pricked through with the needle so that they show on both sides of the paper”Pricking, as one of the kindergarten gifts identified by Froebel, is capable of leading from LINE to SURFACE. In this excercise, I further exlplored its capability of leading from SURFACE to DEPTH, and to an OBJECT. A bear with a penetrable skin so that its own could attach and detach itself to at. Traces would be left. This project has cultural reference to Voodoo doll, but with a different perspective that this teddy could morph in new ways to relfect its owner.