2016 works rwhite-architecture/urban design

ROB WHITE

work:2003-2016

civic / institutional / commercial

urbanism / public realm

complete works

ANDERSON ARCHITECTS: ABECROMBIE + FITCH CORPORATE CAMPUS & DISTRIBUTION Princeton University soccer stadium

SHINBERG LEVINAS ARCHITECTS: EAGLE ACADEMY PUBLIC MIDDLE SCHOOL & Develpment MASTERPLAN EL HAYNES PUBLIC HIGH SCHOOL PAUL PUBLIC CHARTER SCHOOL

kingston harbor masterplan

COOPER ROBERTSON: children’s hospital of philadelphia west street waterfront park museum park miami

works

list of all completed projects

urbanism/public

COLUMBIA UNIVERSITY GSAPP:

civic/ instutional/ commercial

RURAL STUDIO: RHC COMMUNITY ARTS CENTER + GARDENS

thomaston, alabama auburn university rural studio 2003 team: abby barnett, mellisa harold, paul kardous, rob white DIRECTOR: andrew freear

civic/ instutional/ commercial

rhc community arts center & Gardens

thomaston

main street @ highway 25

civic/ instutional/ commercial

Thomaston, Alabama is a small post-cotton town that has been in a slow but steady decline since the abolition of slavery. The lingering inhabitants work the few remaining businesses in town and commute to outside jobs in surrounding cities. The main traffic through town is people driving back and forth from the University of Alabama, North of town in Tuscaloosa, as well as people driving South to their vacation homes on the beaches of the Gulf Coast.

precedent

precedent

front elevation

civic/ instutional/ commercial

photo of super sign and event stage from terraced lawn seating & parking

existing structure in site

existing structure before construction

The Rural Heritage Foundation was born out of an attempt to spark a reinvorgoration of the town when several citizens created a board to begin assesing local resources and brainstorming way to create new jobs.

The foundation began working with Auburn University’s social sciences department to formalize the organization, writing goverment grants to obtain funds, and organizing Alabama artisans and craftspeople to get involved. The board obtained a closed state prep school grounds along the main highway on permanent lease for their headquarters. he largest rural studio project ever attempted, the scope had to be divided into 2 phases. The first phase of the gift shop & gallery (completed by Emily McGlohn, J.D. Caldwell & Walker Rennaker) was designed and built first to allow the commerce of the center to continue to flourish.

The second phase (our team) was to design and build a new building face and signage, events stage, restaurant, commerical kitchen, vegetable cleaning facilities, offices, entry, and parking.

T

6

4

3

2

7

9 8 10

1

11 1. parking 2. main entrance 3.phase 1 gallery 4. phase 1 gift shop 5. vegetable cleaning 6. outdoor seating deck

7. restuarant 8. meeting area 9. commercial kitchen 10. office 11. events stage

civic/ instutional/ commercial

5

exploded axonometric

cedar planes

existing shell

new floor & foundations

north elevation

civic/ instutional/ commercial south elevation

civic/ instutional/ commercial photo of stage @ festival event

abercrombie & fitch campus master plan & distribution center columbus, ohio anderson architects with meyers welsh 2005 design team: matt greer, m.j. sagan, rob white

COMPLETED MASTER PLAN: CAMPUS SITE AERIAL

civic/ instutional/ commercial

The Abercrombie & Fitch distribution center is unique in that it is a functionally based building typology that is designed to be comfortable to the workers who inhabit it. The mega monolithic warehouse spacial requirements for the large clothing company’s packaging and transport could easily be overwhelming and disorienting to the people inside. The idea of the design was to create several structural beacons to organize the more “human� functions of the center and help orient its workers. These beacons are designed to bring in a level of human scale and warmth to the giant, automated factory-like shell.

interior of conveyance shell SIDE FACADE

1

10

3

6 7

2 9

5 8

4

civic/ instutional/ commercial

plan element key: 1. guard house 2. bus stop beacon 3. admin offices 4. lockers 5. bathrooms 6. entry portal & front desk 7. dinning hall 8. kitchen & storage 9. butt hut

dinning deck axis

civic/ instutional/ commercial

DINNING HALL WITH TREE CANOPY DUCTS

reflected ceiling plan of entry volumes

THE “butt” hut AT END OF DECK AXIS

civic/ instutional/ commercial FIRE PLACE SHUTTLE STOP

PRINCETON, NJ anderson architects 2005 design team: scott lauer, brian finley, rob white

civic/ instutional/ commercial

PRINCETON UNIVERSITY SOCCER STADIUM

Three pavillions are the functioning beacons that orient the perimeter around the main field. The ticketing pavillion was designed to be a gateway into the stadium on gamedays, with an audio visual area on the upper level for the announcers and filming. The single slope metal roof opens up out to the field above the simple masonry and cedar volumes below.

The East and West pavillions are similar in design to the Ticeting pavillion but differ in programs. The 2 flanking pavillions house team locker rooms below with snack huts and public restaurants above.

rendering & MODEL of the ticketing pavillion

civic/ instutional/ commercial detailed section of ticketing pavillion

civic/ instutional/ commercial

washington, DC shinberg levinas archtects design team: a. vintro, c. talero, r. white

phase 1 & 2 COMPLETED Construction 2013 2

2

A-203B

A-212B

1a

2

A-212B

E

A-204B

D.1

Key Value

F

A101B.1 A101B.17 A-901B

A101B.2

A101B.16

39'-5 3/4" ,V.I.F.

B123

3

CONFIRM BY SURVEY TO MARK

EQ.

B101A

EQ.

B101B

18

B102A

CORRIDOR

UP

1 A-512B

A-503B 19 0 W32 3 B103

SIM

B105

B122

A-503B

DN

B110

21

0 P22 -

UP

22

4 A-701B

A101B.11

2 A-210B

20

B102B 5 A-411B

0 W32 0 C40 -

B121

BATHROOM B121

0 W32 ALIGN

A101B.20

2

A101B.21 A101B.22

STORAGE B122

15 1 A-730B

A101B.22 A-503B 13

B102

14

N.I.C.

0 F31 -

4 A-411B

5'-0"

3

RECEPTION AREA

1'-2 1/2"

A-510B

3

B113

2 1 A-510B A-510B

EQ

4'-7"

EQ

A101B.7 9

MAIL ROOM B112

12

A101B.20

A-503B 11

A101B.19

A-503B 23

2 S24 -

6

A101B.6

B107

1

2 3 A-411B

SIM

A-211B

3 A-411B

STORAGE

3

B109

BATHROOM

5 14 A-500B

B108

B108 A101B.6

OPEN TO BELOW

1 A-411B

2 A-411B

DN

4'-6 1/2"

C110

B109

C110

3 A-410B

1'-3"

C112B 2 S24 -

SIM

0 P22 5'-0"

DN

6'-0"

0 W32 -

A101B.11

1'-0"

20'-5" 10'-8"

A-804B

7'-4"

BATHROOM A-804B

SIM

4 A-503B 3 2 2 S24 S24 2 13'-1 1/8"

1 A-720B

3 A-703B

1 A-701B

B107

1

PRINCIPAL

9'-6"

1

7

10'-1 3/4"

A-902B

4 10'-5"

B106

B106

2'-10"

10 2 5 S24 8 A-503B

0 W32 ASSIST. PRINCIPAL -

DN

3 A-410B

DN

0 W32 -

6

0 W32 -

6.2 A101B.15

GYM C112 4

A101B.4 3 65'-6"

A-502B

65'-6"

2

1

1

A-204B

1

A-203B

6.6

A101B.14

7

3 A-410B 1'-3" 1 A-410B

A

1

GROUND FLOOR PLAN B 1/8" = 1'-0"

A101B.15

2 A-410B

B

C

106'-0 3/8"

1 A-412B

E

D.1

F

SIM

A101B.17 A101B.18 A101B.19

22 A-500B

ALIGN

A101B.22

LOBBY

A101B.6 A101B.7 A101B.11 A101B.14 A101B.15 A101B.16

1

0 F30 3

5 A-510B

A101B.1

5 A-411B

0 W31 3

B103

A-503B 17

B101

3'-5 7/8"

PARENT ADMIN.

ALIGN

VESTIBULE

A101B.21

ALIGN

1

6'-2 1/2"

A-901B

6 A-411B

7 A-411B

1'-0" 5'-7 1/2"

9'-9"

8 A-411B

A101B.2 A101B.4

A-205B

PANTRY

2

A101B.18

civic/ instutional/ commercial

eagle academy+ public gym + pool HEALTHPLEX+community market

A-101B Keynote Keyn

ST. STEEL RECESSED WALK O SPECIFICATIONS FOR DETAIL LOW CONCRETE WALL, CRT-1 PAD-N-POUR EPOXY GYM FLO THROUGHOUT MECH. SHAFTS. SEE MECHAN CONCRETE RAMP L.O, BLDG ABOVE SEE FLOOR FINISH PLAN FOR VOLLY BALL POST SLEAVES, S 8 LANDSCAPEFORMS RIDE BIK WWW.LANDSCAPEFORMS.CO WALK SEE SPECS FOR DETAIL LAYOUT SEE LANDSCAPE PLANS FOR FILL DOOR OPENING W/8X8X6 ADA DRINKING FOUNTAIN, SE PLUMBING EXTERIOR RAMP, COORDINAT STRUCTURAL SEE FINISH FLOOR FOR DETA BENCH, "CONNECT" BY LANDS TO FLOOR SLAB PER MFR.

GENERAL NOTE: ALL SPACING 5'-0" CENTER TO CENTE

civic/ instutional/ commercial

civic/ instutional/ commercial

1 1

11'-0 1/2" 1'-3"

1

1'-3" RA-2

RA-2

4733 Bethesda Shinberg Levinas Architectural Design Avenue Suite 550 INC. Bethesda, Mary 20814

MTL-1 COPING

8 A-401B

THIRD FLOOR GLAZING BEYOND

ROOF T.O.D. 165'-6"

Copyright 2012 Shinberg Levinas Architectural Design, INC.

2'-9"

ROOF T.O.D. 165'-6" WA-8

WA-8

11'-0 1/2"

7 A-401B 1'-5 1/2"

RA-2

TEACHERS ROOM B303

Client Eagle Academy PCS 770 M Street SE Washington, D.C., 20003 202.544.2646

MTL-1 COPING

Civil Engineers

TEACHERS ROOM B303

VIKA Engineering 8180 Greensboro Drive Suite 200 McLean, VA 22102 t- 703.761.2787

5 A-401B 7'-2 1/2"

9'-1 1/2"

WA-5

6 A-401B

2'-6 1/2"

RA-2 WA-5

Structural Shemro Engineering, L.L.C. 19636 Clubhouse Road, Suite 125 Montgomery Village, MD 20886 t- 301.990.9559

WA-1 MTL-4 STARTER TRACK EAGLE 3RD FLR T.O.S. 155'-0"

EAGLE 3RD FLR T.O.S. 155'-0"

Designs and dr by copyright, an copied or repro expressed writt above.

EAGLE 3RD FLR T.O.S. 155'-0"

MEP

HORIZONTAL STEEL BRACING, SEE STRUCT. DRAWINGS FOR DETAILS.

HORIZONTAL STEEL BRACING, SEE STRUCT. DRAWINGS FOR DETAILS.

3'-0"

Setty & Associates International PLLC 5185 Mac Arthur Blvd. NW, Suite 106 Washington, D.C., 20016 t-202.393.15.23

LINE OF GYP. BD. BULKHEAD BEYOND

WA-8

Roofing Consultant 22'-5 1/2"

LIBRARY

Seal Engineering, Inc. 3323 Duke St. Alexandria, VA 22314-4597 t- 703.823.6366

TRIM OF ACT CEILING EDGE @ BULKHEAD BEYOND

11'-3"

B205

LIBRARY

∆

B205

READING ROOM 9'-0"

B206 WA-1

ISSUE PRICING UPDATES PERMIT APPLICATION SET 95% CONSTRUCTION DOCUM BID SET

WA-5

EAGLE 2ND FLR T.O.S. 143'-0" MTL-1 COPING

2 A-401B 4'-0"

4'-0 1/4"

1 A-401B

EAGLE 2ND FLR T.O.S. 143'-0"

4 A-401B

KEYPLAN

4'-0"

EAGLE 2ND FLR T.O.S. 143'-0"

WA-1

WA-8

MTL-4 DRIP EDGE MTL-4 STARTER TRACK

SA-1

WA-5

WA-5

VESTIBULE

B103

7'-1 3/4"

11'-0"

WA-5

VESTIBULE B101

B101

11'-0"

7'-10 1/4"

SA-1

PARENT ADMIN.

EAGLE ACADEMY P EAGLE 1ST FLR T.O.S. 131'-0" MTL-3 FLASHING

EAGLE 1ST FLR T.O.S. 131'-0"

3400 Wheeler Rd SE Washington, D.C.

3 A-401B

GRAVEL BED

EAGLE 1ST-B T.O.S. 128'-0"

SEAL

EAGLE 1ST-B T.O.S. 128'-0" GRAVEL BED CONCRETE FOUNDATION WALL

FILL AS REQUIRED

CONCRETE WALL FOOTING PAD

6" PERIMETER DRAIN

6" PERIMETER DRAIN

3

NORTH WALL SECTION @ CURTAIN WALL 1/2" = 1'-0"

2

NORTH EAST WALL SECTION @ LIBRARY 1/2" = 1'-0"

1

NORTH WEST WALL SECTION @ LIBRARY 1/2" = 1'-0"

WALL SECTIONS

A-301B

civic/ instutional/ commercial

washington, DC shinberg levinas archtects design team: S. LEVINAS, c. talero, r. white

CRT-1 EXPOSED POLISH CONCRETE

GENERAL NOTE: CT-1 MIRAGE CEMENTI 2.0 4"X24" DIM GRAY TILES

Shinberg Levinas Architectural Design Inc.

1. ATHLETIC COURT STRIPING OF GYM FLOOR TO INCLUDE [3] COLORS AND SCHOOL LOGO.

4733 Bethesda Ave Suite 550 Bethesda, MD 20814

civic/ instutional/ commercial

PAUL PUBLIC CHARTER SCHOOL

301.652.8550 tel 301.652.1999 fax

Designs and drawings are protected by copyright, and may not be reused, copied or reproduced without the expressed written consent of the entity above.

ML-1 MARMOLEUM 2'X2' TILES

COMPLETED Construction 2014

© Copyright 2012 Shinberg.Levinas Architectural Design Inc. All rights reserved worldwide

CPT-X CARPET TILE

RTI-1 RUBBER ATHLETIC FLOOR TILE

PAUL PCS WD-1 MAPLE WOOD FLOOR

5800 8TH ST (NW) WASHINGTON, DC 20011

EP-1 EXPOXY PAINTED CONCRETE FLOOR

GK.1

GK

GJ GH

STRUCTURAL

GG

SHEMRO ENGINEERING 19636 CLUB HOUSE RD/SUITE 125 MONTGOMERY VILLAGE, MD 20886 301.990.9559

GF GE.1

GE GD GC

GYM

106

MEP

GB GA J

STAIR VESTIBULE

DANCE

001

109

F

SETTY & ASSOCIATES, LTD. 3040 WILLIAMS DR. SUITE 600 FAIRFAX, VA 703.691.2115

WP

J

GFI

1 F

VOLLEYBALL COURT POST SOCKETS

G1

CIVIL

A.MORTON THOMAS & ASSOCIATES, INC. 12750 TWINBROOK PKWY ROCKVILLE, MD 20852 301.881.2545

UP

G1.9 G2

1.5

J

J J

G2.9 2

K

G3 KK

KEY PLAN

G3.5

G3.8

PLAZA ENTRY

108

G4 G4.1

3

G4.5

ISSUES

STAIR

110 110cd AV

G5

No. Issue 1 50% DD SET 2 100% DD SET 3 PERMIT SET

G5.1 RECEPTION DESK

15cd AV

Date 08.21.2013 09.09.2013 11.04.2013

4 K K

F GFI

GFI +42"

WP

K

LOBBY

102 K

30cd AV

1 A-551.1

4.4 4.5 SEAL 30cd AV

K

EGRESS

4.8

F

+42" GFI

5

WP

GFI

103

DATE: SCALE:

A

1 01 FIRST FLOOR AD-FIN SCALE: 1/8" = 1'-0"

A.9

B.7

B

B.2

B.1

C

C.7

C.9

D

As indicated

FIRST FINISH/FURNITURE PLAN

A-551.0

civic/ instutional/ commercial

civic/ instutional/ commercial

washington, DC shinberg levinas archtects design team: a. vintro, c. talero, r. white

COMPLETED Construction 2012

CONCEPT: THE SPLIT AND CROSS CONNECTION. THE DIVISION OF THE VOLUME, SPLITTING, THEN CROSSING CREATES EFFICIENT CIRCULATION WITH A DYNAMIC HUBSPACE AND NEW ENTRY FOR THE HIGHSCHOOL.

civic/ instutional/ commercial

el haynes PCS High school + GYM

civic/ instutional/ commercial

SITE MASTER PLAN: THE NEW ADDITION HUGS THE STREET EDGE AND OPENS UP A NEW LEARNING GARDEN WITH AN ENTRY PLAZA FROM THE DROP OFF AND PARKING

GENERAL DEMOLITION NOTES:

1.

ALL DEMOLITION WORK MUST BE COORDINATED WITH ARCHITECTURAL DRAWINGS AND ARCHITECTURAL AND STRUCTURAL SPECIFICATIONS. AS STRUCTURAL, LOAD BEARING MEMBERS MAY BE AFFECTED IN THE DEMOLITION PROCESS, UTMOST PROFESSIONAL ATTENTION AND EXECUTION IS REQUIRED. ALL JOBSITE AND PROJECT SAFETY, AS WELL AS THE MEANS AND METHODS OF CONSTRUCTION ARE THE SOLE AND EXCLUSIVE RESPONSIBILITY OF THE CONTRACTOR. 3.

ANY EXISTING WORK TO REMAIN THAT IS DAMAGED UNINTENTIONALLY OR AS A RESULT OF THE DEMOLITION PROCESS SHALL BE REPAIRED AND/OR REPLACED TO A NEW CONDITION AS APPROVED BY THE ARCHITECT. 4. PROVIDE ALL NECESSARY STRUCTURAL SUPPORT AT DEMOLISHED WALLS TO ENSURE THEIR STRUCTURAL INTEGRITY. 5. CAP ALL UTILITIES THAT WILL NOT BE USED AGAIN. 6.

ALL DEMOLISHED ITEMS TO BE DISPOSED OF PER OWNER'S INSTRUCTIONS AND AS REQUIRED BY APPLICABLE REGULATIONS. 7.

ALL EXISTING DIMENSIONS AND CONDITIONS TO BE VERIFIED IN FIELD (V.I.F.) 8. THESE PLANS ILLUSTRATE THE TYPICAL LAYOUT OF THE BUILDING. DEMOLITION CONTRACTOR MAY FIND SOME VARIATION TO THESE PLANS. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH BUILDING PRIOR TO FINALIZING COST AND SCOPE. 9. CONTRACTORS SHALL INITIATE, MAINTAIN, AND SUPERVISE ALL DUST, NOISE, AND SAFETY PRECAUTIONS IN CONNECTION WITH DEMOLITION AS REQUIRED BY ALL RELEVANT REGULATIONS. 10. ALL SALVAGEABLE MATERIALS AND/OR EQUIPMENT TO BE REMOVED SHALL BE RETURNED TO BUILDING OWNER OR TENANT AT THE COMPLETION OF WORK. 11. G.C. SHALL BE RESPONSIBLE TO SEAL OFF AREAS TO REMAIN IN OPERATION DURING CONSTRUCTION FROM DUST AND CONSTRUCTION WORKERS. 12. G.C. SHALL BE RESPONSIBLE FOR SECURITY PRECAUTIONS DURING CONSTRUCTION, INCLUDING SECURING THE BUILDING AND PROPERTY. NEW OPENINGS AND EXISTING UNSECURED OPENINGS SHALL BE FULLY SECURED AND PROTECTED AGAINST PASSAGE OR DAMAGE. 13. MAINTAIN STRUCTURAL INTEGRITY OF BUILDING, SITE ELEMENTS AND NEIGHBORING STRUCTURES, DO NOT DAMAGE ELEMENTS TO REMAIN. 14. SEE ARCHITECTURAL PLANS FOR SIZES OF NEW SHAFTS, CONFIRM W/ ARCHITECT BEFORE PROCEEDING. 15. DEMOLISH ALL INTERIOR PARTITIONS, WINDOWS, DOORS AND TRIM AS SHOWN. 16. CONTRACTOR TO PROVIDE PROPER SHORING, BRACING AND ANY OTHER SUITABLE SUPPORT SYSTEMS DURING DEMOLITION OF ALL STRUCTURAL ITEMS. 17. COORDINATE AND EXECUTE ALL WORK PER ALL MUNICIPAL AND OTHER AUTHORITIES AS NECESSARY AND REQUIRED TO COMPLY WITH ALL APPLICABLE REGULATIONS AND REQUIREMENTS. 18. IT IS THE G.C.'S RESPONSIBILITY TO COORDINATE WITH THE OWNER AND THE OWNER'S ENVIRONMENTAL CONSULTANTS ANY AND ALL CONDITIONS, REQUIREMENTS AND RESTRICTIONS RELATED TO ENVIRONMENTAL AND HAZARDOUS MATERIALS THAT IN ANY WAY AFFECT THE DEMOLITION. ENVIRONMENTAL AND HAZARDOUS MATERIALS SCOPE IS NOT SPECIFIED IN THESE DEMOLITION DRAWINGS AND ARE NOT THE RESPONSIBILITY OF THE ARCHITECT OR ARCHITECT'S CONSULTANTS. ALL SUCH MUST BE ADDRESSED AS PER APPLICABLE REGULATIONS BE THE OWNER AND G.C. PRIOR TO EXECUTION OF THE SCOPE OF WORK DESCRIBED IN THESE DRAWINGS. 19. NOTIFY ARCHITECT AND STRUCTURAL ENGINEER IMMEDIATELY OF ANY QUESTIONS OR CONCERNS THAT ARISE DURING THE EXECUTION OF THIS WORK. 20. ALL JOBSITE AND PROJECT SAFETY, AS WELL AS THE MEANS AND METHODS OF CONSTRUCTION, ARE THE SOLE AND EXCLUSIVE RESPONSIBILITY OF THE CONTRACTOR. 2.

11

10

9

8

60'-0"

7

6

270'-0161 "

5

4

3

85'-0" 5'-0"

3'-934"

12'-6"

4'-934"

13'-1021"

3'-834"

2

1

42'-6" 4'-934"

13'-1121"

3'-921"

4'-934"

13'-1034" 5'-11"

4 A403

22'-021"

A404

29'-721"

22'-2163 "

7

W32

1 7 9'-52"

5'-44"

3

W32

173.2째

1'-8"

3'-041"

11'-2"

11'-2"

-

A-505

5

E

.53

째 -

7

"

4'-6

A-505

2

5'-0"

6

1

2

W32

A-505

A-701

4

18'-1141"

W42 1

W42

5'-

0"

W32

20

3 3

W42 1

A-503

-

A404

19

1 1

7

W32 1

14 W32

5'-0"

A-205

13'-

10'-1121"

5'-0"

3

20

5'-0"

2

5'-0"

2

A-203

7

11'-541"

7

11

10'-221"

24'-6"

1

22'-021"

22'-021"

23'-921"

22'-241"

A403

A403

1/2

3'-5"

A404

5'-0"

12'-6"

3'-934"

4'-934"

13'-1021"

42'-6"

3'-834"

4'-934"

13'-1121"

3'-921"

4'-934"

129'-11"

GENERAL NOTES

1

3

A-202

A-201

KNEE WALL 42" AFF W/ 1-1/4" PTD. WOOD CAP

2. SEE SHEET A810 FOR TYPICAL DOOR LOCATION RULES.

CONCRETE TREADS ON METAL PAN W/WELDED PREFABRICATED RAIL, WIRE MESH INFFILL PANELS

19 NEW STOREFRONT, SPANDREL TO SPANDREL BETWEEN FLOORS TYP. SAWCUT EX'G MASONRY TO RECEIVE NEW WINDOWS. FLASH THOROUGHLY W/END DAM AS SHOWN IN WINDOW DETAILS

3. ALL CLASSROOMS TO HAVE PLACARD POSTED DISPLAYING POPULATION LIMIT

ELECTRICAL CLOSET

20

4. REFER TO G-001 FOR TYPICAL ABBREVIATIONS.

2'-5"

87'-5"

SHEET A101 NOTES 1. FOR PARTITION MODIFIERS SEE SHEET A-801

13'-1034"

KONE ECOSPACE ELEVATOR. SEE A-704 FOR DETAILS. METAL PAN STAIR W/CONCRETE TREADS. FINISH W/SCHEDULED VCT. SEE FLOOR FINISH PLANS FOR DETAILS CHANGE OF PLANE IN CEILING ABOVE GWB AT ALL INTERIOR FINISHES OF BUILDING ENVELOPE WHERE SOLID, TYP. UTILITY CLOSET W/DRAIN FOR MOP SINK. COORDINATE SIZE AND LOCATION OF DRAIN W/PLUMBING DWGS. EXTERIOR BAMBOO WOOD DECKING CAST IN PLACE CONCRETE STAIR. WOOD DECKING AS SIDING. SEE WA-2 ON A-200 FOR DETAILS. WALL/SOFFITS/CEILINGS SHALL BE CONSTRUCTED AS DESCRIBED FOR UL ASSEMBLY L556, SEE SHEET A-801 FOR DETAILS MECHANICAL SHAFTS. SEE MECHANICAL DRAWINGS FOR COORDINATION. FULL HEIGHT NON INSULATED INTERIOR STOREFRONT, TEMPERED NOT USED L.O. LOCKERS, PROVIDED BY OWNER WATER FOUNTAINS, (2) PER FLOOR TYP., (1) FULL HEIGHT AND (1) ADA DEMOLISH EXISTING STOREFRONT AT THIS LOCATION. FINISH ALL EXISTING EDGES (JAMB AND HEAD) AS DETAILED AT 1/A516. REMOVE ANY HEATERS OR OTHER INFRASTRUCTURE AS NEEDED AND CAP FOR NEW CONNECTION AS SHOWN. SEE DEMOLITION NOTES THIS SHEET FOR GENERAL GUIDELINES.

1 A-203

0"

0 4"

5'-0"

W42

5'-

2

22'-741"

3

44 3 "

5'-

W32 1

1/2

1'-

0"

-

3

11'-641"

1 4"

51'-

W32

122

8

-

10

5'-0" 56'-321"

W32 1

-

5 8

W32 1

A-505

28'-441"

1

C

-

19'-721"

1'-0"

3'-934"

5'-3" 8'-841"

7

1

11'-

1

5'-0"

75'-7 4"

6

W32 1

2

A-503

W32 1

74.43째

째

W32 1

6

4

9

15'-1"

16

8

3 A-203

17

8 4"

.77

30'-821"

3

A-704

4

S21

3'-534"

92

5'-0"

A-504

W32

1'-0"

5'-0"

W32

17'-343"

2

SIM.

1'-0"

9'-8"

EQ.

W32 1

7

A-201

D

7"

12

28'-534"

A-506

16'-3"

14'-921"

1

P21

6'-6"

EQ.

S21

10'-334"

9

2

6 A404

16 10'-7"

1

A-205

W321

7

13

9

23'-141"

W32

13

10

B

32'-834"

7

S21

5'-0"

A-205

79'-0"

W32

20'-0"

22'-021"

1'-7"

7

45'-941"

1'-7"

5'-0"

1

11

5

10'-10"

3 A403

A

civic/ instutional/ commercial

12

2 A-202

19

1

A

RA-1

Shin Arch Inc.

4'-9"

MTL-1

COPING

SIM

Cop

Ow

Ci

G

4'-9" 4'-9"

RA-1

RA-1

A

COPING

MTL-1

A

COPING

St

421"

421"

MTL-1

WA-1A

SIM

ME

9" 28'-616

10'-978"

5'-321"

Ro

WA-1A

WA-1A

IS

17'-634"

17'-634"

5'-587"

Lig

11

12

6'-581", TO ALIGN W/ TOP OF SPANDREL @ LOBBY GLAZING, V.I.F. 4'-187"

1.3

3.2

4.1

WA-1A

WA-1A

5.0

6.0

4'-2"

3" 6'-516

11

K

5" 2'-116

4'-2"

WA-1A

SA-1C SA-1C

WA-3B

WA-3B

5'-1134"

6",MIN

WA-3A

8'-3"

7'-10"

3'-6"

5'-10"

SA-1C

E P

SIM

45 W

S

6"

3'-4"

WA-3B

7" 8'-1016

11'-6"

WA-4

W

3

WALL SECTION 1/2" = 1'-0"

2

WALL SECTION 1/2" = 1'-0"

1

WALL SECTION 1/2" = 1'-0"

civic/ instutional/ commercial

harbor symbiosis: kingston harbor masterplan

kingston, jamaica columbia university’s gSAPP design team: Jenny JOE, MONICA PINJANI, MIGUEL PORRAS, rob white

urbanism/public

urbanism/public

urbanism/public

urbanism/public

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children’s hospital of philadelphia philadelphia, pa cooper robertson design team: bill kenworthey, rob white, matt henry, lowell day phase 1 under construction

urbanism/public

urbanism/public

1"=1/4"

2

ZONE 4 PARTIAL SECTION PARTIAL SOUTH SECTION

urbanism/public

West Street waterfront park greenpoint, ny cooper robertson design team: don clinton, RoB WHITE, mike aziz, julia xiao approved for construction 2016

Conditions

27-41 West Street

treet Franklin S

Bushwick Inlet

t West Stree

Stree t

treet Oak S

Quay

East River

urbanism/public

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museum park

miami, fl cooper robertson design team: alex cooper, bill kenworthey, rob white phase 1 completed 2014, currently fundraising

urbanism/public

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SYMBOL LEGEND PROPERTY LINE LIMITS OF WORK

BAYWALK BENCH

SHEET MATCHLINE STEEL EDGER CONTROL JOINT

PARK BENCH 24"

SEALED EXPANSION JOINT

DECK W/ NO PICNIC TABLE

T IN EA NO

MATCH

ED IN

CLUD

W OPE OF THIS SC

408 LINE L.

TABLE AND CHAIRS 30"

EMERGENCY PHONE

DRAIN BASIN INLET

TRASH RECEPTACLE

7 L.40 INE CHL MAT

MOORING DOLPHIN

LIGHTING NOTE: REFERENCE ENLARGEMENT SHEETS FOR LIGHTING SYMBOLS

BIKE RACK

8 L.40 LINE L.407 TCH MA CHLINE T MA

DRINKING FOUNTAIN

IN NOT

DED CLU

IN

7 L.40 LINE L.406 TCH MA CHLINE T MA

A ARE

06 E L .4 ORK CHLIN T FW MA PE O SCO THIS

Muse Park Miam

MATCHLINE L.1101 B MATCHLINE L.1102 B

MATCHLINE L.408 MATCHLINE L.1202

City of Mia 444 S.W. 2nd Avenue Miami, Florida 33130

7 L.40 INE CHL 202 MAT INE L.1 L H C MAT

6 L.40 2 LINE 20 TCH INE L.1 MA HL C T MA

6 L.40 LINE L.405 TCH MA HLINE TC MA

L INE CHL MAT

302

THIS .405

MATCHLINE L.408

TABLE AND CHAIRS 42" TYPICAL MOVEABLE CHAIRS

STORM CLEANOUT

LINE L.

THIS AR

DECK W/ PICNIC TABLE

SEALED EXPANSION JOINT AT STRUCTURE

MATCH

ORK

PARK BENCH 69" PARK TABLE

MATCHLINE L.1202

5 L.40 LINE 02 TCH L.12 MA INE CHL MAT

MATCHLINE L.1102 B

MATCHLINE L.405

MATCHLINE L.302

Keyplan

B

Urban Designer/Architect

Cooper, Robertson

311 West 43 Street, New Associate Architect:

Rodriguez and Quiro

2100 Ponce de Leon Bou Landscape Architect:

Civitas, Inc.

1200 Bannock Street Den Traffic/Parking Engineer:

David Plummer & A

1750 Ponce de Leon Blvd Marine Engineering:

Coastal Systems Int

MATCHLINE L.405

464 S. Dixie Highway Co

Associate Landscape Architec

MAT

CHL

CHL

INE

INE

Savino & Miller Des L .12

L .50

02

12345 NE 6th Avenue Su

MATCH

2

MATCH MATCH

MATCH

MATCHLINE L.902 MATCHLINE L.602

Cost Estimator:

LINE L.1202 LINE L.1001

Construction Manag

10 Fairway Drive Suite 30

LINE L.1001 LINE L.902

0.0

EXISTING CONDITIONS & MATERIALS 0.1 0.2 0.3 0.4 0.5 0.6 0.7

1.0

9565 NW 40th Street Do

MA T MA CHLIN TCH E LIN L.100 EL .90 3 2

G

PAVING 1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.8 1.9 1.10 1.11 1.12

1.14 1.15

ASPHALT PAVING RE: CIVIL 6" C.I.P. COLORED CONC PAVING 1/L.1301, RE: SPEC 4" C.I.P. CONCRETE PAVING 1/L.1301, RE: SPEC 2" C.I.P. COLORED CONCRETE TOPPING SLAB 1B/L.1113 3" x 18" SAND SET PRECAST CONCRETE PAVER 5/L.1301 3" x 9" SAND SET PRECAST CONCRETE PAVER (VEHICULAR) 11/L.1301 PROPOSED BURLE MARX PAVING RE: SPEC CRUSHED SHELL PAVING 4/L.1301 CRUSHED STONE PAVING 4/L.1301 COMPACTED SAND SURFACE RE: SPEC & 8/L1301 EPDM POURED RUBBER PLAY SURFACE RE: SPEC & 2/L807 RUBBER PLAY MULCH RE: SPEC & 1/L807

2.0

13/L.1301 5/L.1301

3.13 3.14 3.15 3.16 3.17

JOINTING 2.1 2.2 2.3 2.4 2.5 2.6

3.0

3" X 18" MORTARED PRECAST CONCRETE PAVER 3" x 18" SAND SET PRECAST CONCRETE PAVER w/ SHELL TOOLED CONTROL JOINT SAW-CUT CONTROL JOINT W/ ROUTERED EDGE SEALED EXPANSION JOINT SEALED MORTAR JOINT WALL EXPANSION JOINT WALL CONTROL JOINT

2/L.1301 2/L.1301 2/L.1301 4/L.1302 4/L.1302 4/L.1302

CURBS, EDGERS, RAMPS, STEPS & WALLS 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10

C.I.P. CONCRETE 6"/8" FLUSH EDGE BAND W/ SAND FINISH PRECAST CURB (IN TERRACE) PRECAST 12" FLUSH BAND STEEL PAVING EDGER ALUMINUM PLANTING EDGER PUMP STATION WALL C.I.P. CONCRETE WALL ON STRUCTURE W/ PRECAST CAP TYPICAL STAIR HANDRAIL PRECAST 24" FLUSH BAND W/ BOLLARDS BAYWALK SEAT WALL A OR B

7/L.1301 5/L.409 10/L.1301 12/L.1301 3/L.1301 RE: ARCH 2/L.1302 6/L.1304 5/L.409 3/L.1113

4.0

MATCHLINE L.802

MATCHLINE L.702 MATCHLINE L.602 MATCHLINE L.702

PEDESTRIAN RAMP C.I.P CONCRETE WALL ON GRADE W/ PRECAST CAP C.I.P. CONCRETE WALL (NO CAP) NOT USED C.I.P. CONCRETE PAVER EDGE (BELOW GRADE)

DECK WITH PICNIC TABLE DECK NO PICNIC TABLE TYPICAL TRASH RECEPTACLE TYPICAL BIKE RACK FIXED 36" TABLE & BACKLESS CHAIRS MOVEABLE CHAIRS FIXED 42" TABLE & BACKED CHAIRS BOLLARD BAYWALK BENCH PARK BENCH 69" PARK BENCH 24" FIRE HOSE CABINET SUSPENDED BAY SEAT C.I.P. CONCRETE BENCH PARK TABLE DRINKING FOUNTAIN

Lighting Designer:

Kugler Ning Lighting

49 West 38th Street, 10t

Environmental Graphic Designe

Poulin + Morris

286 Spring Street New Y Irrigation Consultants:

MAT CHL IN MAT CHL E L.902 INE L.80 2

4/L.409 3/L.1302 5/L.1111 NA 6/L.1301

4.18 4.19 4.20 5.0

1/L.1303 2/L.1303 RE:SPECS RE:SPECS RE:SPECS RE:SPECS RE:SPECS 2/L.1302 6/L.1111 RE: SPEC RE: SPEC RE: CIVIL 6/L.1302 2, 3/L.130 RE: SPEC RE: SPEC

6.0

40'

0'

N

MATCHLINE L.802

MATCHLINE L.1104 B

MATCHLINE L.702

SITE FURNISHINGS 4.1 4.2 4.3 4.4 4.5 4.6 4.7 4.8 4.9 4.10 4.11 4.12 4.13 4.14 4.15 4.16

58 Major Mackenzie Dr.

2212 Hollywood Blvd., H

MATCHLINE L.502

DTL./SHT. #

Water Feature Designer:

Dan Euser Waterarc

Kenneth Didonato, I

MATCHLINE L.1106 B MATCHLINE L.1105 B

EXISTING SEAWALL TO REMAIN BISCAYNE BLVD. STREETSCAPE IMPROVEMENTS TO REMAIN EXISTING SURFACE UTILITY TO REMAIN/PROTECT FROM DAMAGE RETAINING WALL @ ARENA DRIVE TO REMAIN/PROTECT FROM DAMAGE WALK @ ARENA TO REMAIN/PROTECT FROM DAMAGE EXISTING BURLE MARX PAVING TO REMAIN /PROTECT FROM DAMAGE EXISTING JOINT TO REMAIN

4930 SW 74th Ct Miam Geotechnical Engineer:

KACO Kaderabek Co

MATCHLINE L.1105 B

,

3830 Shipping Avenue M Structural Engineer:

Donnell, DuQuesne

MATCHLINE L.1003

G

MAT CHL INE L.50 MAT 2 CHL INE L.60 2 F:\2008\2-08-0060 Museum Park Miami\design\07_documents\cadd\sheets\L.200 Grading.dwg

DETAIL KEYNOTES

Fraga Engineers

MATCHLINE L.1202

MA T MA CHLIN TCH E LIN L.90 2 EL .70 2

MATCHLINE L.602 MATCHLINE L.1105 B

Mechanical/Electrical/Plumbing

MATCHLINE L.1102 B MATCHLINE L.1103 B

MATCHLINE L.1103 B

MAT

MATCHLINE L.1003

MATCHLINE L.502

2 E L.30 HLIN MATC

MATCHLINE L.1103 B MATCHLINE L.1104 B

FIRE HYDRANT TRUNCATED DOMES 72" BENCH (SOUTH SLIP BAYWALK)

RE: CIVIL RE: SPEC RE: SPEC

PARK SPACES BISCAYNE PLAZA

L.300 SERIES

SITE ELECTRICAL & LIGHTING LAYOUT

THE TERRACE

L.400 SERIES

EXHIBIT GARDEN

L.500 SERIES

5.1 5.2 5.3 5.4 5.5 5.6 5.7

CULTURE GARDEN

L.600 SERIES

1

12/24/2009

PALM GARDEN

L.700 SERIES

CHILDREN'S GARDEN

L.800 SERIES

No.

Date

BULLET LIGHT OR TILE LIGHT LIGHT POWER SUPPLY VAULT EMERGENCY TELEPHONE BOLLARD LIGHT FOOTING POLE LIGHT FOOTING UPLIGHT FOOTING SEAWALL LIGHT FOOTING

DRAINAGE 6.1 6.2 6.3 6.4 6.5 6.6 6.7

RE: ELEC FOR TYPE & SPEC RE: ELEC. SPEC RE: ELEC. SPEC 7/L.1304, RE: ELEC FOR TYPE & SPEC 8/L.1304, RE: ELEC FOR TYPE & SPEC 9/L.1304, RE: ELEC FOR TYPE & SPEC 10/L.1304, RE: ELEC FOR TYPE & SPEC

TYPICAL DRAIN BASIN INLET TYPICAL STORM CLEANOUT TYPICAL SUBSURFACE "MULTI-FLOW" DRAIN TYPICAL TRENCH DRAIN NOT USED CURB INLETS 3" PVC

THE MOUND

L.900 SERIES

COASTAL GARDEN

L.1000 SERIES

THE BAYWALK

L.1100 SERIES

THE LAWN

L.1200 SERIES

D

The ideas, designs and arrangements show Cooper, Robertson & Partners and no part connection with any work or project other without the written consent of Cooper, Rob

Copyright © 2004-2006 Cooper, Rob

RE: CIVIL RE: CIVIL RE: CIVIL RE: CIVIL NOT USED RE: CIVIL RE: SPECS

Drawing Title:

Overall Grading North

OVERALL SITE GRADING SERIES

Scale:

1"

Date: December 24, Project No: 0803 Drawn By:

MD, R

urbanism/public

LIST OF COMPLETE WORKS: 2003-2016 RURAL STUDIO: Rammed earth HOUSE greensboro, al SUPER DECK newbern, al RHC COMMUNITY ARTS CENTER & GARDENS thomaston, al

SKT ARCHITECTS (ARCHITECTURAL INTERN): Regions bank huntsville, al church street house huntsville, aL

anderson architects (STAFF DESIGNER): princeton univeristy soccer stadium and practice fields princeton, nj abercrombie & Fitch corporate campus master plan columbus, oh abercrombie & Fitch Distribution center columbus, oh windmark beach visitors center windmark beach, fl fisher’s island private residence fisher’s island, ny

N+H ARCHITECTS (PROJECT DESIGNER): east village loft new york, ny union square loft new york, ny long island private residence long island, ny minneapolis retail center minneapolis, mn central park west duplex new york, ny park slope private residence BrOOKLYN, ny coorporate fitnness center jersey city, nj

eglin design (FREELANCE):

keith harring MEDICAL clinic dobbs ferry, ny

shingberg levinas architects (PROJECT manager/designer): e.l. haynes public school washington, dc dc prep elevated recreation deck washington, dc eagle academy public middle school and master plan washington, dc 18th & i street office building washington, dc capitol city public charter school at rabaut washington, dc rock creek park private residence washington, dc paul public charter school washington, dc eastern shore private residence washington, dc hyde-addison elementary school washington, dc institute for contemporary expression washington, dc vigilante coffee roastery and tasting hyattsville, md

cooper robertson (Project manager/urban designer):

works

arlington courthouse square masterplan and iemp ARLINGTON, VA children’s hospital of philadelphia privately owned public space PHILADELPHIA, PA miami museum park MIAMI, FL 11th street bridge park competition washington, dc Maspeth center development masterplan and pre approval queens, ny newark waterfront plan newark, nj dutchess county justice center and sherrif dept. public realm masterplan poughkeepsie, ny west street public waterfront park & Masterplan BROOKLYN, nY manama public realm feasiblity study and framework plan manama, bahrain private broadcasting facilities TUXEDO, NY distribution facilities and estuary wetlands masterplan CONFIDENTIAL FCC GOLF ACADEMY CHARLOTTESVILLE, VA contemporary arts center masterplan and feasibility study BROOKLYN, NY garden do japi affordable housing competition sao paulo, brazil

ROB WHITE robertwhite3@gmail.com 2 5 6 . 5 2 7. 8 9 9 2