CRYSTAL CITY, PLAZA 6 - MAJOR SITE PLAN AMENDMENT 05.05.14 A-001.00 G-001.00 C1.0 C1.1 C1.2 C3.0 C3.1 C4.0 C4.1 C4.2 C4.3 C4.4 C4.5 C5.0 C6.0 P1.0 P2.0 P3.0 P4.0 P5.0 L1.00 A-050.00 A-101.00 A-102.00 A-103.00 A-104.00 A-200.00 A-201.00 A-750.00 A-751.00 A-202.00 A-203.00 A-204.00
COVER / PROGRAM METRICS OVERVIEW TABULATION CHARTS OVERALL CERTIFIED SURVEY PLAT CERTIFIED SURVEY PLAT EXISTING ZONING EXHIBIT OVERALL PLOT AND LOCATION PLAN PLOT AND LOCATION & UTILITY PLAN SU-30 TRUCK TURN MOVEMENT GARBAGE TRUCK TURN MOVEMENT TRUCK TURN - SU-30 LOADING TRUCK TURN - SU-30 LOADING TRUCK TURN - TRASH LOADING TRUCK TURN - TRASH LOADING PRESENTATION PLAN SITE AERIAL PHOTOGRAPH PARKING PLAZA LEVEL PARKING G-1 LEVEL PARKING G-2 LEVEL VORNADO PARKING - PLAZA BLOCK PARKING CIRCULATION LANDSCAPE PLAN PROGRAMMATIC SECTION DIAGRAM GROUND FLOOR PLAN TYPICAL FLOOR PLAN (FLOORS 2-11) 12TH FLOOR PLAN ROOF FLOOR PLAN NORTH / EAST ELEVATIONS SOUTH / WEST ELEVATIONS GROUND FLOOR EXTERIOR WALL AMENDMENTS GROUND FLOOR EXTERIOR WALL AMENDMENTS EXISTING FACADE CONDITION FACADE STRATEGY / ALTERATIONS FACADE STRATEGY VIEWS
A-001.00
SITE
VICINITY MAP
METES AND BOUNDS DESCRIPTION BEGINNING AT A POINT IN THE EASTERLY RIGHT-OF-WAY LINE OF JEFFERSON DAVIS HIGHWAY, ROUTE 1 (VARIABLE WIDTH RIGHT-OF-WAY) SAID POINT ALSO MARKS THE NORTHEASTERLY CORNER OF THE PROPERTY OF COUNTY BOARD OF ARLINGTON, THENCE DEPARTING SAID POINT AND CONTINUING WITH THE EASTERLY RIGHT-OF-WAY LINE OF LINE OF SAID JEFFERSON DAVIS HIGHWAY, ROUTE 1 N 02°47'34" E, 936.91 FEET TO A POINT, SAID POINT BEING THE SOUTHWESTERLY CORNER OF THE 20TH STREET SOUTH; THENCE DEPARTING SAID POINT AND CONTINUING WITH THE SOUTHERLY RIGHT-OF-WAY LINE OF 20TH STREET SOUTH THE FOLLOWING TWO(2) COURSES AND DISTANCES:
S 87°12'26" E 50.00 FEET TO A POINT; THENCE N 87°18'04" E 754.95 FEET TO A POINT, SAID POINT LOCATED IN THE WESTERLY RIGHT-OF-W AY LINE OF CRYSTAL DRIVE; THENCE DEPARTING SAID POINT; THENCE DEPARTING SAID POINT AND CONTINUING WITH THE WESTERLY RIGHT-OF-WAY LINE OF CRYSTAL DRIVE ON THE FOLLOWING TWO(2) COURSES AND DISTANCES; S 01°52'34" W 730.79 FEET TO A POINT OF CURVATURE; THENCE 278.50 FEET ALONG AN ARC OF A CURVE DEFLECTING TO THE RIGHT AND HAVING A RADIUS OF 5655.00 FEET, A CENTRAL ANGLE OF 02°49'18" WITH A CHORD BEARING AND DISTANCE OF S 03°17'13" W 278.50 FEET TO A POINT, SAID POINT BEING LOCATED IN THE NORTHERLY RIGHT-OF-WAY LINE OF 23RD STREET SOUTH, THENCE DEPARTING SAID POINT AND RUNNING WITH THE NORTHERLY RIGHT-OF-WAY LINE OF 23RD STREET SOUTH N 87°12'26" W 810.77 FEET TO THE POINT OF BEGINNING, CONTAINING AN AREA OF 785,572 SQ.FT OR 18.03425 ACRES, MORE OR LESS.
ALL OF PARCEL A-1-A, AS SHOWN ON PLAT ENTITLED “PLAT SHOWING RESUBDIVISION OF PART OF THE FORMER PROPERTY OF R. F. & P. RAILROAD CO, DESIGNATED PARCELS “C”; AND RESUBDIVISION OF PARCELS A-1 AND A-2, BEING A SUBDIVISION OF PARCEL A OF A DIVISION OF THE PROPERTY OF WASHINGTON BRICK & TERRA-COTTA CO. AND REBECCA ROSS LIPSCOMB ESTATE”, WHICH PLAT IS ATTACHED TO THE DEED OF RESUBDIVIS ION RECORDED IN DEED BOOK 1566 AT PAGE 254, AMONG THE LAND RECORDS OF ARLINGTON COUNTY, VIRGINIA AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT BEING THE SOUTHEAST CORNER OF PARCEL C-1-A, AS SHOWN ON PLAT RECORDED IN DEED BOOK 1577 AT PAGE 429;
THENCE RUNNING WITH THE EASTERLY LINE OF PARCEL C-1-A, NORTH 02°47'34” EAST, 220.00 FEET TO A POINT BEING THE NORTHEAST CORNER OF PARCEL C-1-A AND A COMMON CORNER WITH PARCEL A-1-C1, AS SHOWN ON PLAT RECORDED IN DEED BOOK 2687 AT PAGE 1704; THENCE RUNNING WITH THE SOUTHERLY LINE OF PARCEL A-1-C1, SOUTH 87°12'26” EAST, 350.00 FEET TO A POINT BEING THE NORTHWEST CORNER OF PARCEL A-4, AS SHOWN ON PLAT RECORDED IN DEED BOOK 1577 AT PAGE 429; THENCE RUNNING WITH THE WESTERLY LINE OF PARCEL A-4, SOUTH 02°47'34” WEST, 220.00 FEET TO A POINT IN THE NORTHERLY LINE OF PARCEL B, WASHINGTON BRICK & TERRA-COTTA CO. AND REBECCA ROSS LIPSCOMB ESTATE; THENCE RUNNING WITH SAID NORTHERLY LINE OF PARCEL B, NORTH 87°12'26” WEST, 350.00 FEET TO THE POINT OF BEGINNING.
CONTAINING 77,000 SQUARE FEET OR 1.76768 ACRES.
P:\6981\6981-01-001 (ENG) - Plaza 6 Site Plan Amendment\Engineering\Engineering Plans\6981-01-001-LSP.dwg, 5/5/2014 3:10:53 PM, CDL
LEGEND
ARLINGTON CO. SHRUB CALCULATIONS
ARLINGTON CO. CBPO CALCULATIONS
REVISIONS: No. 1 2
14'-7"
8'-6"
18'-0"
8'-0"
8'-0"
15'-0"
8'-10"
22'-0"
8'-10"
20'-0"
5'-0"
8'-0"
16'-8"
8'-0"
(96" min.)
8'-0" 8'-0"
(60" min.)
(96" min.)
14'-3"
(96" min.)
17'-0"
hc hc
26'-6"
22'-2" 14'-4"
23'-4"
VORNADO/CHARLES E. SMITH ARLINGTON, VA
DEVELOPER:
25'-8"
12'-2"
18'-1"
26'-1"
20'-2"
CRYSTAL PLAZA 6
LOCATION/DESCRIPTION:
PLAZA LEVEL
PARKING LAYOUT
DRAWING TITLE:
134
20'-4"
20'-6"
19'-9"
DESIGNED BY: DRAWN BY: CHECKED BY: SEAL:
1407-074
PROJECT NO:
Note: Layout based on 2009 PMP and recent field observations. Measurements have not been field verified.
DATE: SCALE:
MAY 5, 2014 1" = 40'
PATH & FILENAME: SHEET:
P 1.0
REVISIONS: No. 1 2
24'-4"
52
21'-5"
15'-11"
19'-9"
21'-5"
20'-9"
21'-5"
19'-7"
17'-10"
18'-2"
17'-9" 21'-0"
22'-10" 18'-0"
18'-0"
8'-0"
15'-0"
18'-2"
24'-0"
8'-6"
10'-2"
8'-0"
10'-2"
17'-10"
17'-10"
13'-9"
8'-10"
20'-0"
18'-2"
24'-0"
8'-10"
22'-0"
17'-5"
8'-0"
18'-2"
16'-8"
22'-1"
15'-3"
5'-0"
18'-2"
15'-3"
22'-6"
25'-2"
18'-0"
21'-3"
12'-9"
12'-9"
23'-0"
17'-3"
23'-1"
17'-3"
17'-3"
18'-4"
(96" min.)
23'-1"
8'-0"
(96" min.)
8'-0" 8'-0"
(60" min.)
(96" min.) 18'-5" 18'-0"
18'-2"
17'-7"
23'-6"
178
24'-3"
215
24'-0"
24'-0"
25'-5"
16'-0"
18'-0"
VORNADO/CHARLES E. SMITH ARLINGTON, VA
18'-0" 20'-11"
DEVELOPER:
23'-6"
180
24'-1"
18'-1"
22'-8"
18'-1"
23'-4"
18'-0"
18'-4"
CRYSTAL PLAZA 6
LOCATION/DESCRIPTION:
G1 LEVEL
30 BIKES
PARKING LAYOUT
BICYCLE STORAGE
DRAWING TITLE:
10'-2"
17'-3"
19'-3"
25'-4" 22'-11"
23'-1"
25'-1"
21'-6"
21'-2"
18'-0"
DESIGNED BY: DRAWN BY: CHECKED BY: SEAL:
ACCESS TO G2 LEVEL PARKING FROM CRYSTAL DRIVE
Note: Layout based on 2009 PMP and recent field observations. Measurements have not been field verified.
1407-074
PROJECT NO:
DATE: SCALE:
MAY 5, 2014 1" = 40'
PATH & FILENAME: SHEET:
P 2.0
18'-9"
RAMP UP TO CRYSTAL DRIVE 23'-6"
17'-9"
19'-4"
RAMP UP TO CRYSTAL DRIVE
15'-1"
22'-6"
18'-9" 24'-9"
hc
25'-9"
PROJECT NO:
Note: Layout based on 2009 PMP and recent field observations. Measurements have not been field verified. DATE:
SCALE:
SHEET:
VORNADO/CHARLES E. SMITH ARLINGTON, VA
DEVELOPER:
293
CRYSTAL PLAZA 6
18'-0"
23'-6"
18'-0"
18'-0"
18'-0"
24'-0"
18'-0"
23'-0"
24'-0"
18'-0"
18'-5"
LOCATION/DESCRIPTION:
22'-4"
29'-2"
18'-0"
24'-1"
18'-0"
14'-1"
17'-10"
15'-0"
G2 LEVEL
8'-6"
18'-7"
15'-7"
17'-11"
24'-0"
17'-11"
19'-5"
PARKING LAYOUT
17'-10"
17'-2"
8'-0"
16'-2"
19'-7"
16'-10"
17'-11"
23'-9"
15'-0"
16'-5"
14'-11"
8'-0"
12'-8"
18'-7"
DRAWING TITLE:
ACCESS TO PARKING FROM BUILDING THRU ELEVATOR AND STAIR LOBBY 12'-3"
hc
23'-5"
23'-10"
23'-1"
18'-4"
22'-2"
24'-0"
24'-0"
26'-0"
6'-11"
372
15'-4"
hc
18'-4"
13'-0"
18'-1"
hc
17'-11"
18'-1"
579
18'-0"
hc
23'-9"
hc
15'-7"
hc 28'-1"
(96" min.)
15'-6"
(96" min.)
hc
18'-3"
(60" min.)
hc
13'-5"
16'-8" 15'-0"
17'-7"
20'-0" 17'-6"
24'-0"
8'-0"
13'-0"
17'-5"
8'-10"
8'-0"
17'-10"
8'-10"
22'-0"
16'-11"
8'-0"
15'-0"
c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c
5'-0"
18'-0"
18'-7"
8'-0" (96" min.)
8'-0" 8'-0"
24'-4"
28'-9"
REVISIONS: No. 1 2
18'-8"
24'-11"
19'-8"
15'-0"
26'-10"
23'-5" 18'-0"
24'-11"
24'-1"
20'-5"
19'-6"
21'-3"
19'-3"
22'-4"
17'-8" 18'-9"
18'-0"
hc
18'-0"
DESIGNED BY:
DRAWN BY:
CHECKED BY:
SEAL:
1407-074
MAY 5, 2014 1" = 40'
PATH & FILENAME:
P 3.0
Vornado Parking G1 Level G2 Level
Note: Layout based on 2009 PMP and recent field observations. DATE:
SCALE:
SHEET:
PROJECT NO:
CRYSTAL PLAZA 6
LOCATION/DESCRIPTION:
PLAZA BLOCK
VORNADO PARKING
DRAWING TITLE:
Gate Control Permit Only
No Access Control
c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c
Plaza Level hc
hc
hc
hc
215
hc
DEVELOPER:
VORNADO/CHARLES E. SMITH ARLINGTON, VA
Gate Control Permit Only
RAMP UP TO CRYSTAL DRIVE
hc
372
178
579
134
hc hc
hc hc
Gate Control Permit Only
RAMP UP TO CRYSTAL DRIVE
ACCESS TO G2 LEVEL PARKING FROM CRYSTAL DRIVE
ACCESS TO PARKING FROM BUILDING THRU ELEVATOR AND STAIR LOBBY
293
180
52
hc
hc
BICYCLE 30 BIKES
STORAGE
Gate Control Cashier Booth
No Access Control
REVISIONS: No. 1 2
DESIGNED BY:
DRAWN BY:
CHECKED BY:
SEAL:
1407-074
May 5, 2014 1" = 80'
PATH & FILENAME:
P 4.0
REVISIONS:
Gate Control Permit Only
hc hc
DEVELOPER:
372
VORNADO/CHARLES E. SMITH ARLINGTON, VA
215
c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c
No. 1 2
hc
hc
hc
hc
CRYSTAL PLAZA 6
LOCATION/DESCRIPTION:
PLAZA 6
Gate Control Permit Only
DRAWING TITLE:
RAMP UP TO CRYSTAL DRIVE
Parking Circulation
579
DESIGNED BY: DRAWN BY:
G1 Level
G2 Level
Plaza 6 Inbound/Outbound Circulation Vornado Parking
CHECKED BY: SEAL:
1407-074
PROJECT NO:
Note: Layout based on 2009 PMP and recent field observations.
DATE: SCALE:
May 5, 2014 1" = 40'
PATH & FILENAME: SHEET:
P 5.0
OVERVIEW TABULATION CHARTS
LAND AREA
C-O RA4.8 CO-1.5 M-2 Total Site Plan #11 Area
PARKING
Plaza 6 SF 73,731 3,269 77,000
Residential Units Units Per Acre GFA FAR
Acres 1.69 0.08 1.77
Site Plan #11 Area SF Acres 454,714 10.44 276,862 6.36 29,415 0.68 24,581 0.56 785,572 18.03
252 143 157,720 2.05
1,058 59 2,329,693 2.97
BUILDING AREAS
Existing Plaza 1 220 20th Street 2100 Crystal Drive 2200 Crystal Drive Plaza 5 Plaza 6 Plaza Apartments Street & Concourse Retail Total
Proposed Plaza 1 220 20th Street 2100 Crystal Drive 2200 Crystal Drive Plaza 5 Plaza 6 Plaza Apartments Street & Concourse Retail Total
Office
Retail
Residential
Total
158,785 262,857 261,125 149,270 157,670 989,707
1,563 195,047 196,610
326,666 816,660 1,143,326
158,785 328,229 262,857 261,125 149,270 157,670 816,660 195,047 2,329,643
Office
Retail
Residential
Total
158,785 262,857 261,125 149,270 832,037
1,563 5,848 195,047 202,458
326,666 151,872 816,660 1,295,198
158,785 328,229 262,857 261,125 149,270 157,720 816,660 195,047 2,329,693
GFA/Units Office Existing Changed Use (Plaza 6) Total Office
989,707 (157,670) 832,037
Spaces 994 (159) 835
1: 996 1: 992 1: 996
1.05 0.58 0.93
Residential Existing Proposed (Plaza 6) Total Residential
806 252 1,058
843 145 988
Retail Existing Proposed (Plaza 6) Total Retail
196,610 5,848 202,458
168 12 180
Total Existing Total Proposed Net decrease in spaces
Ratio
1: 1,170 1: 487 1: 1,125
2,005 2,003 2
Two parking spaces will be removed to accommodate the new loading bay. Other than that, no changes will be made to the existing parking. Plaza 6 parking is included in a parking structure servicing the entire Plaza block. Parking spaces within the block are unassigned. Parking on the plaza level will be by permission of Vornado and residents will need a permit. Parking on the G-1 and G-2 levels will be accessed via a parking keycard.
The increase of 50 SF is due to the addition of two entry vestibules on the ground floor Other than the entry vestibules, the building GFA will not change Existing floor elevations will not change.
G-001.00
PROGRAM KEY: PUBLIC UNITS RESI COMMON
FRONT PORCH
RESIDENTIAL COMMON SPACE
RESIDENTIAL COMMON SPACE
NEIGHBORHOOD NEIGHBORHOOD NEIGHBORHOOD NEIGHBORHOOD NEIGHBORHOOD
LANDING STRIP ENTERTAIN / RELAX COOKING / EATING CLEANSING / STORAGE TS EN SLEEPING ON P M CO
RESIDENTIAL COMMON
THE APARTMENT IS THE BASE UNIT OF THE WELIVE CONFIGURATION OF EXPERIENCES / SPACES. A SPACE MADE UP OF AN ADAPTABLE SET OF COMPONENTS THAT WILL ALLOW THE MEMBER TO CUSTOMIZE THEIR RESIDENCE AND HAVE ACCESS TO JUST WHAT THEY NEED.
SPACE
RESIDENTIAL COMMON SPACE
RESIDENTIAL COMMON SPACE
COMMUNAL SPACES BLOCK / LOCAL UNITS
PROGRAMMATIC SECTION DIAGRAM
THE BLOCKS ARE ARRANGED AROUND A COMMONS TO CREATE NEIGHBORHOODS. THESE LARGER COMMON SPACES PROVIDE THE KIND OF SHARED RESOURCES AND AMENITIES THAT MIGHT OTHERWISE BE FOUND IN LARGE, LUXURY RESIDENCES. THE ARRANGEMENT PROVIDES A DYNAMIC, SOCIAL EXPERIENCE WHICH HELPS FOSTER INTERACTIVITY AMONGST RESIDENTS.
12
WELIVE
11,328
12 12
9.6667 106' 1"
11
WELIVE
13,632
24 26
8 20
9.6667 96' 5"
10
WELIVE
13,632
24 26
9.6667 86' 9"
9
WELIVE
13,632
9.6667 77' 1"
8
WELIVE
9.6667 67' 5"
7
9.6667 57' 9"
4 BEDROOM BEDROOM 4
3 BEDROOM BEDROOM 3
2 BEDROOM BEDROOM 2
STUDIO MAX MAX STUDIO
STUDIO + + STUDIO
STUDIO STUDIO
# OF OF UNITS UNITS #
TOTAL GROSS AREA
FL-FL ELEVATION
11 115' 9"
88
22
22
0
102
2
1
22
21
8 20
102
2
1
22
21
24 26
8 20
102
2
1
22
21
13,632
24 26
8 20
102
2
1
22
21
WELIVE
13,632
24 26
8 20
102
2
1
22
21
6
WELIVE
13,632
24 26
8 20
102
2
1
22
21
9.6667 48' 1"
5
WELIVE
13,632
24 26
8 20
102
2
1
22
21
9.6667 38' 5"
4
WELIVE
13,632
24 26
8 20
102
2
1
22
21
9.6667 28' 9"
3
WELIVE
13,632
24 26
8 20
102
2
1
22
21
9.6667 19' 1"
2
WELIVE
13,632
24 26
8 20
102
2
1
22
21
GRD
LOBBY | RETAIL | SERVICE
10,072
19.083 0' 0" 13.00
-13' 0"
G1
PARKING / STORAGE
8.42
-21' 5"
G2
PARKING
157,720
200 20 80 100
288
TOTAL TOTALUNITS UNITS
12 2
22 22
10 20
252 272
BLOCKS ARE SMALL GROUPINGS OF APARTMENT UNITS WHICH ARE ADJACENT AND SHARE RESOURCES WITH THEIR NEIGHBORS. THESE ‘LOCAL AMENITIES’ ARE THINGS BETTER SHARED BY A FEW PEOPLE RATHER THAN THE WHOLE BUILDING. THEY RANGE FROM LAUNDRY FACILITIES, TOOLS AND KITCHEN EQUIPMENT, TO SMALL READING AND COFFEE NOOKS, AND GUEST BEDROOMS.
NOTE: THE GROSS FLOOR AREA IS NOT CHANGING BEYOND 50 ADDITIONAL SQFT FOR NEW ENTRY VESTIBULES AT THE GROUND FLOOR.
A-050.00
PROGRAM KEY: PUBLIC RESI COMMON SERVICE CORE
GROUND FLOOR PLAN 1/8” = 1’-0”
A-101.00
PROGRAM KEY: UNITS RESI COMMON SERVICE CORE
TYPICAL FLOOR PLAN (FLOORS 2-11) 1/8” = 1’-0”
A-102.00
PROGRAM KEY: UNITS RESI COMMON SERVICE CORE
12th FLOOR PLAN 1/8” = 1’-0”
A-103.00
ROOF PLAN 1/8” = 1’-0”
A-104.00
NORTH ELEVATION 1/16” = 1’-0”
EAST ELEVATION 1/16” = 1’-0”
A-200.00
SOUTH ELEVATION 1/16” = 1’-0”
WEST ELEVATION 1/16” = 1’-0”
A-201.00
INDICATES EXISTING METAL MULLIONS AND FRAMES TO REMAIN OR COLOR TO MATCH FOR SECONDARY DOORS (EGRESS OR UTILITY) INDICATES NEW PAINTED ENTRY DOORS AND FRAMES IN COLOR PANTONE PMS-116 (INCLUDING LOADING DOCK DOOR)
GROUND FLOOR EXTERIOR WALL AMENDMENTS
A-750.00
FINISH KEY - NEW GLASS (ONLY WITHIN DOORS AND ADJACENT PANELS AFFECTED BY THE INSERTION OF NEW DOORS) TO MATCH EXISTING. FRAMES/MULLIONS FINISHES INDICATED ON PARTIAL ELEVATIONS AS: INDICATES EXISTING METAL MULLIONS AND FRAMES TO REMAIN OR COLOR TO MATCH FOR SECONDARY DOORS (EGRESS OR UTILITY) INDICATES NEW PAINTED ENTRY DOORS AND FRAMES IN COLOR PANTONE PMS-116 (INCLUDING LOADING DOCK DOOR)
PHOTO OF EXISTING NORTH ENTRY FOR GENERAL REFERENCE
GROUND FLOOR EXTERIOR WALL AMENDMENTS
A-751.00
EXISTING FACADE CONDITION
A-202.00
PROPOSED FACADE ALTERATIONS - LENTICULAR COLOR FIELD EXISTING PRECAST CONCRETE FINS TO REMAIN - PAINT TO BE APPLIED
PREDOMINANT SCHEME FROM DIFFERENT VIEWPOINTS INDICATES SCHEME A INDICATES SCHEME B INDICATES SCHEME C INDICATES NO SCHEME - FINS LEFT AS IS
RANGE OF COLORS USED IN EACH SCHEME:
DEPENDING ON WHICH OF THE 4 FACADES (SEE DIAGRAM ABOVE), LOCATION OF NEW PAINTED SURFACE OF FIN DEPENDING ON WHICH OF THE 4 FACADES (SEE DIAGRAM ABOVE), LOCATION OF NEW PAINTED SURFACE OF FIN
SCHEME A SCHEME B SCHEME C
NEW PAINTED SURFACE OF FIN
DETAIL
REPEATS ACROSS FACADE
REPEATS ACROSS FACADE
N
FIN SCHEME LOCATIONS 3 FIN COLOR SCHEMES EXIST ON THE BUILDING KEYED THROUGH THESE COLORS ON THE DIAGRAM TO INDICATE WHICH SCHEME IS APPLIED TO EACH OF THE TWO SIDES OF A FIN ON THE FOUR FACADES.
COLORED PAINT IS APPLIED TO THE SIDE OF EXISTING FACADE “FINS” IN ORDER TO CREATE A NEW IDENTITY FOR THE BUILDING AS ONE MOVES AROUND THE BUILDING, THE CHANGING RELATIONSHIP TO THE FINS CREATES A DYNAMIC LENTICULAR EFFECT WHICH TAKES A SIMPLE BUILDING FORM AND TRANSFORMS IT INTO AN ACTIVATED INTERACTIVE EXPERIENCE.
SAMPLE CORNER VIEW - SOUTHWEST CORNER EXHIBITING SCHEME A A-203.00
EXPERIENTIAL CHANGE AS ONE MOVES AROUND THE BUILDING
VIEW FROM SOUTHWEST CORNER ROTATING AROUND TO SOUTHEAST CORNER
VIEW FROM SOUTHEAST CORNER ROTATING AROUND TO NORTHEAST CORNER
VIEW FROM NORTH FACADE ROTATING AROUND TO WEST FACADE
A-204.00