Design Explorations Vol II by Kara Biczykowski

Vol II KARA BICZYKOWSKI

Design Explorations Vol II/// Kara Biczykowski CONTENTS

PROFESSIONAL WORK 04

2100 PENNSYLVANIA AVENUE In Construction Pelli Clarke Pelli Architects

BOSTON BACK BAY SOUTH END GATEWAY PROJECT OFFICE TOWER In Documentation Pelli Clarke Pelli Architects

MIXED USE HOUSING, LOS ANGELES Unbuilt Pelli Clarke Pelli Architects

RED SKY FULTON MALL Unbuilt Pelli Clarke Pelli Architects COMPETITIONS

HOME Arch Out Loud Annual Competition

HUMAN TRAFFICKING TENANCINGO, TLAXCALA MEXICO Finalist Arch Out Loud International Open Ideas Competition

PLACE & DISPLACEMENT, A MARKETPLACE -”MARKETBALL”- IN REFUGEE SETTLEMENTS BERLIN, GERMANY IDeA International Development in Action Competition

PROJECT INDEX

Contact/// 440 . 522 . 9765 kara.biczykowski@gmail.com www.karamarie.biz

2100 PENNSYLVANIA AVENUE WASHINGTON DC Pelli Clarke Pelli Architects///2016-2022///Project///In Construction

2100 Pennsylvania Avenue is the site for a new office building located on George Washington University’s campus in Washington, D.C. With views of the White House from the penthouse deck, the Foggy Bottom metro line around the corner, and nearby campus benefits, the site is a prime location. The program includes 386,000SF of office, 22,000SF of retail, and 13,000SF of penthouse space. However, due to zoning restrictions, there is a maximum building height of 130 feet and little room to play with the floor plate due to setbacks which make every square foot count. The small opportunity to gain square feet generated the “projections” that protrude over the property line. This element became an influence for the entire design, inside and out. These projections slide around the building’s surface creating a

ripple effect as if the envelope is in motion. This wave-like quality of the facade softens the site’s busy corner and invites people in as the smooth exterior wraps around into the lobby. The lobby and central atrium space continue to embody the organic language of rippling surfaces. Materials for the interiors were selected to bring the natural quality of the park across the street, also part of the project scope, into the building. Wood fins on the lobby walls not only emphasize the curves, but mimic tall trunks of a bosque. Etched glass panes between the fins portray morning mist, and sand blasted and honed dark stone gives the illusion of a wet riverbed. The culmination ends up the lobby stairs in the atrium where the projections repeat on the atrium walls inside and the skylight pattern eludes to a forest canopy high above.

PEN NS YLV AN IA AV EN W

21ST STREET

I STREET NW

I STREET

LVA N

IA A VE

21ST STREET

I STREET

tes

inu

10 s

ute

min

s ute

min

White House Site Above///Site Plan Below///Context Plan Right///Site Axon 06

A0310

A0321

A0502

30' - 0"

A0448

SIM

3 A0310

30' - 0"

3 A0400

FLOOR PLAN - LEVEL .5

- 0" - 0"

3' 0" . GLA SS F.O

77'

06/21/18 8/30/18 4

3' F.O 7 3/4 .GL " ASS 3" 1' -

1' F.O 11 3/4 . GLA " SS

6' -

1' - 3 3/8"

12C1

2' - 2"

1' - 2"

12C1

L1-42 D1

R 4' F.O - 0" .G .

29' - 8"

F.O.GLASS

12C1

9' - 1"

17' - 9 3/4"

A0822

12C1

A0301

15' - 11"

12C1

A0310

01-028

01-039

STORAGE

STAIR D

37' - 0"

L1-75 D1 12C1

01-030 WOMEN 8' - 10 1/2"

01-037

1' - 4"

L1-74 D1

4' - 6"

3' - 9 1/8"

L1-67 D1

L1-49 U

ELEV E

ELEV G

ELEV. LOBBY - SOUTH

RETAIL BELOW

ELEV S2

L1-71 U

L1-73 U

ISSUED FOR PER ISSUED FOR BID

ELEV H

14A RETAIL BELOW

15E2

A0813

GARAGE ENTRY RAMP BELOW

2' - 4"

37' - 0"

18C

GARAGE AIR INTAKE PLENUM

15E2

A0322

L1-54 A2

15B2

EL 70.62' 37' - 0"

SIM

FITNESS CENTER OA SUPPLY. REF MECHANICAL

15B2 16C

F.O. METAL PANEL

I STREET EXIT PASSAGEWAY

A0310

4 A0501 30' - 0"

A0320

30' - 0"

PROFESS

A 2 A0321

30' - 0"

WDG PROJECT NO: WA16038

30' - 0"

2 A0501

30' - 0"

FLOOR PLAN LEVEL 0_5 1

2 A0521 30' - 0"

30' - 0"

A0443

A0320

30' - 0"

3' - 2 1/2" F.O. GLASS

285' - 2"

3 A0310

A0302

A0310

A0400

SCALE: As indicated

A0214 FLOOR PLAN - LEVEL 1

FDC

SCALE: As ind

GENERAL NOTES

19'

SHEET NOTES

- 4"

10'

C 35' - 0"

SIM

10' - 10 1/2"

19' - 1 1/2"

A0301

MECHANICAL

1/2

" -0 16'

4 1/4

E-MAIL

3' 0" . GLA SS

ELEV C

3' 0" . GLA SS

A0602

F.O

A0412 ELEV D

1 A0323

STAIR B

A0305

5' - 0"

A0481 20'

- 0"

02-010 ATRIUM

C L

OPEN TO BELOW

C L C L

2 A0305 5' - 0 1/2" 1 PROJECTION ABOVE

A0306

C L 15' - 0"

C L

20' - 0"

F.O.GLASS

A0433

OFFICE

F.O.GLASS

C L

29' - 8"

5' - 0"

ELEV. LOBBY - NORTH

F.O

1 04

C 2

A0424

SIM

A0301

37' - 0"

2 A0400

BOSTON PROPERTIES

2200 PENNSYLVANIA AVE, NW SUITE 200W WASHINGTON, DC 20037

EL 145.37'

A0303

STAIR C

ELEV G

ELEV E MEN'S RR

MECHANICAL

A0400

STAIR D

ELEV VEST

ELEC

06/21/18 8/30/18

EL 145.12'

JAN

# ISSUED FOR4 PERMIT A0400 ISSUED FOR BID

WOMEN'S RR

# ISSUED FOR PERMIT ISSUED FOR BID

06/21/18 8/30/18

ELEV. LOBBY - SOUTH

ELEV S2

ELEV S2 ELEV F

TELE

ELEV H

80' - 0"

ELEV F

TELE

FIRE STAIR D

ELEV H

80' - 0"

FIRE

1' -

EL 145.12'

ELEV B

A03

SEE LEVEL 6 FOR VERTICAL BAFFLE LAYOUT

5' - 0" 5' - 0"

ELEV A

SIM

5/8

2100 PENN

- 0" - 0"

3 EQ SPACING

WOMEN'S RR

703.208.6870 703.876.4881 @DEWBERRY.COM

11860 SUNRISE VALLEY DRIVE SUITE 200 RESTON, VA 20191 703.391.7600 TEL @WILESMENSCH.COM FAX

A0321

R 45' 4 SEGM - 0" ENTS ALON G RADIU

ELEV. LOBBY - SOUTH

WOMEN'S RR

EL 145.37'

JAN

A0483

5' 0" 3' TYP 7 3/4 .

MEN'S RR

TELE

TYP.

EQ 5' - 11 1/2"

TYP.

5' - 0"

ELEV G

ELEV E

A0400 MEN'S RR

106' - 8"

37' - 0"

A0813

ELEV VEST

ELEC

6' - 0"

E-MAIL

CIVIL/LANDSCAPE ARCHITECT WILES MENSCH

- 0"

BOSTON PROPERTIES

EL 100.12'

JAN

STAIR C

A0320

2200 PENNSYLVANIA AVE, NW SUITE 200W WASHINGTON, DC 20037 1B

10'

6' - 0"

3' - 0" F.O. GLASS

E.O. SYSTEM

SIM.

FAX

C L

3' - 0" F.O. GLASS

7' - 2 5/8"

A0946

EL 100.37'

A0303

211 2 PEN N AVE 3 EQ SPACIN G

PROJECTION ABOVE

A0484

TEL - 0"

- 5"

5' - 0"

SIM.

A0306

3' - 0" F.O. GLASS

PROJECTION ABOVE

7' - 10"

RADIUS

A0946

4' - 0"

R 55' 0" 5 SEGMEN TS ALONG

29' - 8"

FACADE ABOVE

6.61°

12.98°

2 A0305

2 A0321

30'

C L

F.O.GLASS

ATRIUM OPEN TO BELOW VERTICAL BAFFLE

MECHANICAL

16' -3 3/8 F.O . GLA " SS

C L

6' - 2 1/2"

41' - 3"

2' - 1 3/4" F.O. GLASS

LOBBY OPEN TO BELOW

2100 PENN

D 01-041

2100 PENNSYLVANIA AVE NW WASHINGTON, DC 20037

A0323

STAIR B

TC-01 D1

MPE ENGINEER DEWBERRY ENGINEERS INC.

TYP.

2 EQ 5' . SPA0" CIN G

5' -

22.11°

16.90°

2 EQ SPACING

2 EQ

SIM.

SPACING

5' - 5 3/8"

3' - 0" F.O. GLASS

C.O.MULLION

A0946

SIM.

A0811

A0433

A0946

02-010

3 EQ SPACI NG

ELEV D

FACADE ABOVE 1 A0305

3 EQ SPAC ING

11 1/4"

3 EQ SPACI NG

12.00°

6.49°

1' -

A0400

2' - 10" F.O.GLASS

C.O. MULLION

5' 2 EQ 0" . SPA CIN G 2 SPA EQ. CIN G

C.O . MU LLIO N

12505 PARK POTOMAC AVE SUITE 200 POTOMAC, MD 20854 TEL 301.881.1441 FAX E-MAIL @SKAENGINEERS.COM - 0"

ELEC

STAIR A

SIM.

-5

. GLA

E-MAIL

A0934 L3-01 D1

6' - 3"

0" 5' 0"

A0820 ELEV C

5' -

EL 100.12'

ELEV. LOBBY - NORTH

19.34°

53'

0" F.O

PROJECTION ABOVE

ELEV A

ELEV B 1 04

F.O.GLASS

-1

5' -

WOMEN'S RR

ELEV S1 14'

3 EQ SPAC ING

JAN

2' -

EL 100.37'

A0321

A03

11860 SUNRISE VALLEY DRIVE SUITE 200 RESTON, VA 20191 703.391.7600 TEL @WILESMENSCH.COM FAX

0" 5' 0" 5' -

.GL ASS F.O

MEN'S RR

TELE

VERTICAL BAFFLE

A1000

CIVIL/LANDSCAPE ARCHITECT WILES MENSCH 14

A0947

STRUCTURAL ENGINEER SK&A MARYLAND - 0"

8401 ARLINGTON BOULEVARD FAIRFAX, VIRGINIA 22031-4666

1A A03 03

703.208.6870 703.876.4881 @DEWBERRY.COM

19'

E-MAIL

14' - 4 3/4"

FAX

2 EQ 0" . SPA CIN 3 EQ 5' G . SPA0" . SPA 5' CIN CIN - 1 1/2 G G TO " THE F.O .GL ASS

TEL - 0"

2 EQ

30'

- 0"

8401 ARLINGTON BOULEVARD FAIRFAX, VIRGINIA 22031-4666 1 A0320

322 8TH AVENUE 11TH FLOOR NEW YORK, NY 10001 TEL 212.417.9496 212.417.9497 FAX E-MAIL INFONYC@PCPARCH.COM

15 1

FIRE

5' -

SIM

MECHANICAL

ELEV S1

1/2

ELEC

- 0"

30'

F.O .GL ASS

3 SPA EQ CIN G

STAIR A

A0602

30'

1 00

30'

MPE ENGINEER DEWBERRY ENGINEERS INC.

F.O .G.

3' 0" . GLA SS F.O

- 0"

A0421

SIM

. DESIGN ARCHITECT

' - 4"

A04

12505 PARK POTOMAC AVE SUITE 200 POTOMAC, MD 20854 TEL 301.881.1441 FAX E-MAIL @SKAENGINEERS.COM 30'

FIRE

A0433

229

A03

27'

211 2 PEN N AVE

- 0" 27'

OFFICE

1/8

WDG ARCHITECTURE, PLLC 1025 CONNECTICUT AVENUE NW SUITE 300 WASHINGTON DC 20036 TEL 202 857 8300 FAX 202 463 2198 E-MAIL wdg@wdgarch.com

SIM.

STRUCTURAL ENGINEER SK&A MARYLAND - 0"

1A A03 03

A0411

- 0"

REFER TO 14/A1102 FOR WALL CONSTRUCTION ADJACENT TO NEIGHBORING BLDG.

3' 0" . GLA SS

30'

A0820

-6

SHEET NOTES

- 4"

4' 00

16'

20'

322 8TH AVENUE 11TH FLOOR NEW YORK, NY 10001 TEL 212.417.9496 212.417.9497 FAX E-MAIL INFONYC@PCPARCH.COM

15 1

A0810

C L

ROOF DRAINAGE F1. SCUPPERS NOTED IN PLAN/ELEVATION. REFER TO 6/A0428 FOR TYPICAL DETAIL - 0"

F.O

- 0"

1 00

80'

. DESIGN ARCHITECT

' - 4"

15' C.O - 1 1/2 " . MU LLIO N

1/2

- 0"

-0 16'

20'

80'

229

A04

FACADE MAINTENANCE E1. REFER TO A1102 AND FACADE MAINTENANCE DRAWINGS FOR LOCATIONS AND DETAILS OF DAVIT ARMS, TIE-OFF ANCHORS, AND MONORAIL EQUIPMENT.

30'

1/4

EXTERIOR PAVERS D1. SEE LANDSCAPE DRAWINGS FOR PAVER SELECTION AND LAYOUT. D2. PAVER TYPE 1 ON LANDSCAPE DRAWINGS ARE FINISH PAV-20 D3. PAVER TYPE 2 ON LANDSCAPE DRAWINGS ARE FINISH PAV-22.

12 1 A0321

30'

A03

- 0"

A0412

4' -

- 0"

REFER TO 14/A1102 FOR WALL CONSTRUCTION ADJACENT TO NEIGHBORING BLDG.

1' -

30'

A0323

- 0"

30'

5' 0" TYP .

27'

WDG ARCHITECTURE, PLLC 1025 CONNECTICUT AVENUE NW SUITE 300 WASHINGTON DC 20036 TEL 202 857 8300 FAX 202 463 2198 E-MAIL wdg@wdgarch.com

1/2

- 0"

ROOF DRAINAGE F1. SCUPPERS NOTED IN PLAN/ELEVATION. REFER TO 6/A0428 FOR TYPICAL DETAIL

27'

10'

3' 0" . GLA SS

FACADE MAINTENANCE E1. REFER TO A1102 AND FACADE MAINTENANCE DRAWINGS FOR LOCATIONS AND DETAILS OF DAVIT ARMS, TIE-OFF ANCHORS, AND MONORAIL EQUIPMENT.

30'

4' -

F.O

1 A0321

1/2

3' 0" . GLA SS F.O

- 0"

30'

HOSE BIBS C1. SEE PLUMBING DRAWINGS FOR COORDINATION OF HOSE BIBS.

EXTERIOR PAVERS D1. SEE LANDSCAPE DRAWINGS FOR PAVER SELECTION AND LAYOUT. D2. PAVER TYPE 1 ON LANDSCAPE DRAWINGS ARE FINISH PAV-20 D3. PAVER TYPE 2 ON LANDSCAPE DRAWINGS ARE FINISH PAV-22.

A1000

PERIMETER COLUMNS B1. ALL PERIMETER COLUMNS LOCATED IN LEASABLE OFFICE SPACE LOCATED AT LEVELS 2 THROUGH PENTHOUSE TO BE ENCLOSED WITH GYPSUM BOARD, TAPED AND SANDED, TO PREPARE FOR FUTURE TENANT FINISH. SEE DETAIL B/A0150

- 4"

HOSE BIBS C1. SEE PLUMBING DRAWINGS FOR COORDINATION OF HOSE BIBS.

A0323

ROUND COLUMNS A1. ALL ROUND COLUMNS TO BE ARCHITECTURAL CONCRETE, CONC-01.

- 4"

FLOOR LEVEL 1

P FH

SCALE: 1/8" = 1'-0"

ROUND COLUMNS A1. ALL ROUND COLUMNS TO BE ARCHITECTURAL CONCRETE, CONC-01.

19'

2200 PENNSY SUI WASHING

01-021 16C

ELEV F STAIR C

L1-72 U

L1-70 U

BO PRO

2 A0400

VESTIBULE

14C 14C

CLEANOUT CLOSET

A0918 A0921

80' - 0"

01-029 MEN

5B 15D2

2D1

14C

4 1

11 1/4"

SIM

ELEV GE2

106' - 8"

37' - 0"

103' - 8"

L1-44 D1

L1-66 D1

TENANT KITCHEN EXHAUST

SIM

SCALE: 1/8" = 1'-0"

15D2 2D1

L1-45 D2

RETAIL BELOW

3' - 2 1/2" F.O. GLASS

2 A0310

15D2

MAIL

01-031

1 30' - 0"

1 A0302

8A1

15D2

01-023

L1-65 D1

2 A0448

L1-48 U

ELEV GE1

A L1-53 A2

30' - 0"

13B

L1-32 U

RETURN AIR OPENING, REF. MECHANICAL

01-013

A0502

SIM

EL 74.12'

14A

P 1

20'

29' - 8"

1' - 4"

11' - 6 3/8"

6' - 2"

6' - 7 1/2"

A0448

SHEET NOTES

GARAGE ELEV. VESTIBULE

13B

18C

11' - 6"

2B1

STAIR C

PROFESSIONAL SEAL

270' - 0"

3' - 9 1/2"

8A1

P1-007

EL 66.25'

FDC L1-52 A2

5 A0502

A0501

A0521

L1-47 A1

L1-34 A2

2' - 6"

4.9% UP

LOBBY ACCESS CORRIDOR

L1-76 D1

PACKAGE

EL 65.35'

EL 63.33'

11' - 0"

7' - 4"

25' - 0 1/8"

9' 1"

156.00

6' - 5 1/4"

13' - 9 3/8"

A0310

A0447

A0448

1 A0323

2100 PENNSYLVANIA AVE NW WASHINGTON, DC 20037

11' - 11 1/2"

5 SIM

L1-55 A2

LOBBY

37' - 0"

A0448 SIM

12' - 4 3/8"

01-033

EL 75.00'

2D1

A0322

A0440

SIM

L1-57 A2

01-024

103' - 8"

3' - 0" F.O. GLASS

F.O. GLASS

2 A0448

8A1

A0440

L1-56 A2

15E2

A0448

NOTE 2 5

EL 64.00'

A0447

5 A0502

F.O. JAMB

L1-22

L1-58 A2

3' - 0 1/2" F.O. GLASS

L1-24 A1

L1-50 A2

28' - 0"

4,494 SF

A0447

EL 62.75'

2' - 3 3/4" TRAFFIC PAINT

12" TRENCH DRAIN, SEE 3 / A1101

SWM VAULT ACCESS MANHOLE

15D1

A0322

E-MAIL

EL 74.12'

EL 73.87' T.O.S.S.

L1-35 D1

01-008 RETAIL 3

A0452 EL 73.87'

18A

4,813 SF EL 64.50'

EL 66.25'

27' - 7"

A0447

DN EL 63.08'

9.6% DN

15E2

A0444

15B2

01-007 RETAIL 2

11860 SUNRIS SUITE 200 RESTON, VA 2 703.391 @WILES FAX TEL

" 1/4 -6 R 10' GLASS . F.O

ELEV D

STAIR B

13B

3' - 0" F.O. GLASS

INTAKE AIR PLENUM

14' - 2"

EL 63.08'

ISSUED FOR PERMIT ISSUED FOR BID

15B2

L1-51 D2

ELEV C

L1-36 U 8A1

15D2

6' - 7 5/8"

BOSTON PROPERTIES

ELEV H

B SIM

12B1

L1-40 U

L1-39 U

A0820 "

01-022

2 A0521

A0812

16C

10' - 2"

4' - 6 3/8"

37' - 0"

4,074 SF

8'-2" VERTICAL CLEARANCE REQUIRED ON ENTIRE EXTENT OF RAMP FROM LEVEL P1 TO GRADE

15E2

1/4

15D2

2200 PENNSYLVANIA AVE, NW SUITE 200W WASHINGTON, DC 20037

37' - 0"

18C

EL 63.08'

ELEV F

ELEV. LOBBY - NORTH

ELEV B

- 11

A0603

A0812

A0603

A0821

1 A0322

A0322

A0412

30' - 0"

A0320

F.O. GLASS

2 A0321

A0302

A0400

FLOOR PLAN - LEVEL 3

6' - 0"

TYP.

30' - 0"

A0302

A0400

A0217

30' - 0"

6' - 2"

30' - 0"

5' - 0"

7' - 1"

6' - 1 1/2"

TYP.

3' - 2 1/2" F.O. GLASS

30' - 0"

WDG PROJECT NO: WA16038

FLOOR PLAN LEVEL 7

Above///Plans 0 Level 1/2 Retail///1 Level 1 Retail & Lobby///2 Level 2 Atrium///3 Level 3 Office Right///4 Typical office plan

10 SCALE: As indicated

A0221

SCALE: 1/8" = 1'-0"

285' - 2"

SCALE: As indicated

FLOOR PLAN - LEVEL 7

1 A0320

30' - 0"

F.O. GLASS

PROJECTION ABOVE

A0410

21' - 4 3/4"

A0321 30' - 0"

3/4"

5' - 0"

4' - 0"

5' - 11 1/2"

1/2"

6' - 0"

FLOOR PLAN LEVEL 3 11' - 11 1/2"

30' - 0"

SCALE: 1/8" = 1'-0"

SIM.

A0411

WDG PROJECT NO: WA16038

3' - 2 1/2" F.O. GLASS

285' - 2"

3' - 0" F.O. GLASS

PROJECTION ABOVE 11' - 11 1/2"

3' - 0" F.O. GLASS

PROFESSIONAL SEAL

6' - 6 1/2"

9' - 0"

A0412

A0411 SIM

5' - 0"

PROFESSIONAL SEAL

TYP.

37' - 0"

TYP.

5' - 0"

37' - 0"

OFFICE

A0421

703.208 703.876 @DEW

CIVIL/LANDSC WILES MENSC

A0930

2 A0321

15D2

GARAGE EXHAUST

ELEV S2

01-020

L1-38 T

13A

DOCK OFFICE

15D2

16E

15B2

A0821

15.8% DN TO P1

18C

SIM

15B2

L1-41 U

17B

01-025

A0400

GC TO PROVIDE TEMPORARY GUARD RAIL. ENTIRE PERIMETER OF EDGE OPEN TO BELOW.

12B1

ELEV A

01-001

10' - 2 1/8"

ELEV G

15B2

6' - 8 5/8"

EL 63.08'

4 A0440

16C

L1-01 D1

I STREET EXIT PASSAGEWAY

01-006 RETAIL 1

15B2

BEAM ABOVE

15E2

01-013

15D2 ELEV E

L1-05 U

7/8

EL 73.70'

8A1

EL 64.50'

BIKE LANE

L1-19 D1

5 A0502

15B2

-6

L1-69 A2

16' - 0 5/8"

FAX E-MAIL

16A

A0310

STAIR D

TEL

01-038

15B2

L1-25 D1

8401 ARLING FAIRFAX, VIRG

17B

16E

RETAIL ELEVATOR BY TENANT

7 5/8

13'

A0813

L1-06 D1

6' -

- 0"

A0811

L1-43 T

15D2

15B2

3' - 0"

EL 57.08'

PROVIDE TC-01 FINISH ON ENTIRE RAMP DOWN TO LEVEL P1

9' - 1"

L1-20 B1

2' - 8 7/8"

3' - 4"

A0521

3' - 0"

A0522

A0320

- 0"

13A

8A1

14'

PUBLIC CORRIDOR

16D

15B2

ELEV GE2

01-010

TENANT AIR SHAFT

10.0% DN

STAIR C

A0918

A0447

15D2

TEMPORARY GUARDRAIL

L1-04 D1

P1-007

11' - 2"

15D2

18C

15D2

15B2

14' - 2"

A0322

EL 56.08'

15E2

A0917

01-009

SERVICE CORRIDOR

A0321

A0501

5' - 8"

BEAM ABOVE

A0812

EL 64.50'

8.3%

EL 65.83'

8 1/4

1' - 4"

28.00

18C

ELECTRICAL CHASE

L1-03 D1

7' -

15D2

SHEET NOTES

MPE ENGINEE DEWBERRY EN 30'

FDC

C L

01-032

16A

A0445

7' - 7"

16E RAMP / LANDING NIC, PROVIDED BY TENANT

A0444

A0522

EL 65.83'

5' -

FAX

A0950

16A

A0522

OPEN TO BELOW

01-034 TRASH/RECYCLING

TEL

10'

12505 PARK P SUITE 200 POTOMAC, M 301.881 @SKAE

FDC

ELEV S1

E-MAIL

6' - 2"

13' - 7"

1 15B2

L1-46 U

EL 75.00'

OPEN TO BELOW 16D

11860 SUNRISE VALLEY DRIVE SUITE 200 RESTON, VA 20191 TEL 703.391.7600 @WILESMENSCH.COM FAX

1. MECHANICAL CHASE ENCLOSURE. GC TO COORDINATE FINAL WALL DIMENSIONS WITH APPROVED PENETRATIONS AND DUCT SIZES. 2. COORDINATE WITH OWNER'S SIGNAGE CONSULANT ON FINAL SIZE, LOCATION, POWER, DATA AND MOUNTING REQUIREMENTS. PROVIDE EXTERIOR GRADE PLYWOOD BACKING FOR SIGNAGE.

3' - 0" F.O. GLASS

9' - 10 5/8"

3' - 0"

1' - 6 1/4"

EL 74.50'

A0918

A0445

CIVIL/LANDSCAPE ARCHITECT WILES MENSCH

ELEV GE1

STRUCTURAL SK&A MARYL

- 0"

E-MAIL

A0502

L1-59

EL 73.87' T.O.S.S.

01-005

E-MAIL

L1-64 A1

TENANT LOBBY 8.3%

LOADING DOCK

A0323

BEAM BELOW

AC TOR

EL 65.82'

GAS VENT RISER 4' - 4 1/4"

9 A0501

A0441

15D2 01-027

703.208.6870 ADJACENT BUILDING 703.876.4881 @DEWBERRY.COM

15D2

10' - 10"

L1-02 D1

15D2

EL 73.75'

PARKING EQUIPMENT L1. OWNER PROVIDED PARKING GATE EQUIPMENT. GC TO COORDINATE DATA / ELECTRICAL REQUIREMENTS.

15B2

10' - 4 3/8"

A0522

37' - 0"

A0321

COMPACTOR 2

GARAGE EXHAUST

CORNER

OPEN TO BELOW

15B2

STAIR B 15D2

FAX

30'

L1-31 D1

PARKING LAYOUT K1. REFER TO A1101 FOR PARKING SPACE SIZES AND STRIPING

15D2

OPEN TO BELOW (SLAB ABOVE AT LEVEL 1)

8.3% UP

2 A0445

2 A0520

01-038

16A

2' - 7 5/8"

DOCK OFFICE

1 A0520

- 0"

L1-63 A1

BOLLARD J1. TYPE 1 - TYPICAL BOLLARD ON PLANS, UNO. SEE 9/A1101. PT-102b J2. TYPE 2 - REFER TO SPECIFICATIONS.

15B2

7' - 7"

15.00°

01-001

4 7/8

15B2

FAX

10' - 4 1/8"

A0446

A0811

1' -

7' -

15B2 EL 69.33' BER TH

ELEV C

ELEV B

ELEV D

8/ A091 9

L1-08 D1

15D2

OPEN TO BELOW

EL 68.33' 15B2 BER TH

L1-23 D1

EL 65.12'

6 A0445

OPEN TO RAMP BELOW

16A

EL 65.83'

A0446

A0501

3 1/8

E-MAIL

TEL 30'

5' - 0"

CORNER

15B2

15D2

" 8 1/2 7' 9' -

TEL

322 8TH AVEN 11TH FLOOR NEW YORK, N 212.417 212.417 INFON

1 00

ELEV S3

A0822

8401 ARLINGTON BOULEVARD FAIRFAX, VIRGINIA 22031-4666

BICYCLE RACKS, TENANT STORAGE, & STRIPING F1. PROVIDE BIKE RACKS AS INDICATED ON PLANS. SEE A1100 SERIES FOR DETAILS.

1 00

5 A0502

L1-30 D1

8' - 3"

15D2

EL 65.08'

8.3%

BER TH

0°

01-005 LOADING DOCK

90.0

LIMITS OF ACCESS EASEMENT

15B2

A0445

1A A03 03

DRIVE AISLES G1. MAINTAIN 20'-0" CLEAR MINIMUM WIDTH, UNLESS NOTED OTHERWISE.

- 0"

. DESIGN ARCH

15B2

2' - 4 1/2"

15B2

15D2

C-012 STAIR A

MPE ENGINEER DEWBERRY ENGINEERS INC.

FINISHES H1. ALL WALLS, COLUMNS AND UNDERSIDE OF EXPOSED CONCRETE SLABS TO BE PAINTED. PAINT COLOR AS DESIGNATED ON FINISH SCHEDULE. H2. WALL PAINT FINISH TO INCLUDE BOTH SCHEDULED TYPICAL PAINT FINISH AND WAINSCOTING PAINT FINISH. WAINSCOTING TO BE PROVIDED UP TO 42" AFF. SEE FINISH SCHEDULE FOR FINISH DESIGNATION. H3. ALL SPRINKLER PIPES TO BE PAINTED. REFER TO FIRE PROTECTION PLANS AND SPECIFICATIONS (DIVISION 9). H4. ALL FLOOR STRIPING, INCLUDING GRAPHICS, TO BE PAINTED. REFER TO SPECIFICATIONS FOR TRAFFIC MARKING PAINT SELECTION. REFER TO 14/A1101. H5. LEVELS P3 AND P2 SHALL BE CONSIDERED INTERIOR IN REGARDS TO SEALANT SELECTION, LEVEL P1 SHALL BE CONSIDERED EXTERIOR H6. ALL COLUMNS WHICH INCLUDED MOUNTED PANIC BUTTONS SHALL BE PAINT COLOR FINISH PT-107t. REFER TO OWNER'S SECURITY CONSULTANT DRAWINGS FOR LOCATIONS.

15D2 15D2

15B2 L1-33 U

16A

2' -

15B2

15D2

01-012 STORAGE

A03

A04 - 4"

2' - 0"

15D2

3 3/8

EL 73.75' T.O.S.S.

A0810

10'

E-MAIL w

SIM

4' -

9' -

ELEV A

L1-10 D1

A0321

TELECOM RISERS

EL 69.33'

L1-09 D2

- 0"

' - 4"

30'

8 3/8"

L1-17 D1

5' -

2' -

EL 69.33'

A0320 15D2

OPEN TO BELOW

TRASH/RECYCLING EL 69.33' 6' 3 5/8 "

8 3/8

30'

SIM

ELEV S1

0 7/8

7' "

L1-18 U

11"

JAN STORAGE

1/8

3 3/4

01-034

7' -

01-035

12'

EXTENT OF BUILDING BELOW

5' -

- 0"

9 1/2

9 5/8

A0820

01-002

7 5/8

CLEAR HEIGHTS & CEILINGS E1. MAINTAIN 8' - 2" MIN CLEAR VERTICAL HEIGHT ALONG VEHICULAR PATH FROM GARAGE ENTRY POINT TO HANDICAP VAN PARKING AND HCV ACCESS AISLE. PATH TO INCLUDE A TURN AROUND AREA FOR VAN. ELSEWHERE IN GARAGE, MAINTAIN 7' - 2" MIN CLEAR VERTICAL HEIGHT. E2. PROVIDE CEILINGS AS INDICATED ON PLANS. SEE DETAILS FOR HEATED PLENUM AND INSULATED SLAB DETAILS, A1100 SERIES.

P FH

14 229

A0448

2,600 SF

15B2

ADJACENT BUILDING

12505 PARK POTOMAC AVE SUITE 200 POTOMAC, MDE20854 TEL 301.881.1441 FAX E-MAIL @SKAENGINEERS.COM

- 0"

6' - 3 3/4"

2" 5/8

10 7/8 7' " 4"

3 5/8

A0446

15B2

1' 11

ECR 3' -

- 0"

15D2

3 1/8

EL 65.87'

L1-11 D2

30'

15D2

5' -

2' -

STRUCTURAL ENGINEER SK&A MARYLAND

STORM WATER RETENTION TANK D1. REMOVE FINS, PATCH TIE HOLES, STONE JOINT MARKS AND OUT-OF-PLANE SURFACES TO WITHIN 1/8 INCH OF FLUSH, TO PRODUCE UNIFORMLY DENSE AND SMOOTH CONCRETE, MOIST CURE ONLY. D2. APPLY SPECIFIED WATER TANK COATING TO ALL INTERIOR SURFACES. REFER TO PLANS AND DETAILS.

" 2 3/8 9' -

4 SERVICE

OPEN TO BELOW

15B2

322 8TH AVENUE 11TH FLOOR NEW YORK, NY 10001 212.417.9496 212.417.9497 INFONYC@PCPARCH.COM

FAX

E-MAIL

30'

A0466

01-026 RETAIL 4

TEL

GARAGE INTAKE AND EXHAUST SHAFTS C1. INTERIOR OF SHAFT WALLS AND FLOORS TO BE FINISHED WITH UV RESISTANT AIR BARRIER. SEE PLANS FOR DRAIN LOCATIONS.

STAIR A

L1-12 U

WASH

5 A0502

14' - 5"

L1-15 D1

C-012

- 0"

EL 65.08'

4' -

" 6 7/8 1' - 4"

A0445

30'

15B2

L1-16 D1

ELEV S3

15 1 00

2' -

9 5/8 6' -

RY F.O . MA SON

- 0" 27'

A04

6 1/4

A0810

A0822

A0445

- 0"

1 00

EL 65.08'

. DESIGN ARCHITECT

WDG A 1025 CONNEC

15B2

A0501

DRAINAGE B1. SEE STRUCTURAL & GEOTECHNICAL DRAWINGS FOR BELOW SLAB DRAINAGE SYSTEM LAYOUT. EXPLORATION AND GEOTECHNICAL ENGINEERING ANALYSIS ARE PROVIDED BY OWNER. REFER TO PLUMBING DRAWINGS FOR PUMP CONNECTIONS. COORDINATE CLEANOUT LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION. B2. DRAINAGE BOARD OVER WATERPROOFING TO BE PROVIDED AT ALL BELOW GRADE EXTERIOR FOUNDATION WALLS. B3. UNO THE SLOPE TO DRAINS IN VEHICULAR AREAS SHALL BE MIN SLOPE 1%, MAX SLOPE 2%. B4. SEE EDGE OF SLAB PLANS FOR LOCATIONS OF CONCRETE CURB UNDER CMU WALLS AND DOORS. B5. PROVIDE FORMED TRENCH DRAIN AS INDICATED ON PLANS. SEE A1100 SERIES FOR DETAILS.

ROOF DRAINAGE F1. SCUPPERS NOTED IN PLAN/ELEVATION. REFER TO 6/A0428 FOR TYPICAL DETAIL

A0442

15B2 1/2

FACADE MAINTENANCE E1. REFER TO A1102 AND FACADE MAINTENANCE DRAWINGS FOR LOCATIONS AND DETAILS OF DAVIT ARMS, TIE-OFF ANCHORS, AND MONORAIL EQUIPMENT.

2' - 0"

8 3/4

8' -

19'

- 0" 27'

A03

" 9' -

-8

6 3/8 - 8"

- 0"

10' - 2"

7 5/8

EL 64.41'

L1-21 D2

' - 0"

EL 73.75'

EL 73.75' 11'

29'

15B2

30'

L1-60 A2

1 3/4"

7' -

15B2

EL 64.41'

STORAGE

1 A0321

10' - 10 3/8"

01-012

- 8"

2 1/4

1' -

15B2 9' -

L1-13 D1

29'

EXTERIOR PAVERS D1. SEE LANDSCAPE DRAWINGS FOR PAVER SELECTION AND LAYOUT. D2. PAVER TYPE 1 ON LANDSCAPE DRAWINGS ARE FINISH PAV-20 D3. PAVER TYPE 2 ON LANDSCAPE DRAWINGS ARE FINISH PAV-22.

A0502

L1-61 D1

01-036 FIRE COMMAND CENTER

1/2

9" 7' -

210

8 3/8

CO RNE R

L1-14 D1

01-014 STAIR E

1A A03 03

30'

1' -

EL 64.41'

7 5/8

9" 4 3/8 "

5' -

7' -

CO RNE R

- 0"

HOSE BIBS C1. SEE PLUMBING DRAWINGS FOR COORDINATION OF HOSE BIBS.

EL 73.75'

L1-62 D1

5 A0501

" 1/2

- 0"

-0

- 0"

74'

20'

16'

EL 64.41'

A0501

30'

OPEN TO BELOW

15E2

- 0"

A0501

ADJACENT BUILDING

3' -

OPEN TO BELOW UP 01-003 EXIT CORRIDOR

WDG ARCHITECTURE, PLLC 1025 CONNECTICUT AVENUE NW SUITE 300 WASHINGTON DC 20036 TEL 202 857 8300 FAX 202 463 2198 E-MAIL wdg@wdgarch.com

- 0"

- 4"

VEHICULAR AND PEDESTRIAN BARRIERS A1. ALL CMU WALLS ARE TYPE 15D2 UNO. A2. ALL CMU WALLS ADJACENT TO VEHICULAR TRAFFIC, PARKING SPACES AND/ OR DRIVE AISLES ARE TO BE DESIGNED AS VEHICLE BARRIERS PER IBC WITH REINFORCING MIN 2' - 9" AFF. REFER TO STRUCTURAL DRAWINGS AND A1100 SERIES FOR ADDITIONAL DETAILS. A3. PROVIDE PRECAST WHEEL STOPS AS INDICATED ON PLANS. SEE A1100 SERIES FOR DETAILS. A4. PROVIDE PIPE GUARDS WHEREVER PIPES RUN VERTICALLY ADJACENT TO COLUMNS OR WALLS, SEE PLUMBING DRAWINGS FOR LOCATIONS AND A1100 SERIES FOR DETAILS. PT-102b. A5. PROVIDE CORNER GUARDS, DOCK BUMPERS, AND BOLLARDS AS INDICATED ON PLANS, SEE A1100 SERIES FOR DETAILS. PAINT FINISH IS PT-102b. A6. PROVIDE WIRE MESH ENCLOSURE AS INDICATED ON PLANS. FINISH TO BE PT-102b A7. COORDINATE LOCATION OF COMPACTOR WEARING STRIPS WITH OWNER'S SELECTED SYSTEM, SEE DETAILS A1100 SERIES.

27'

211 2 PEN N AVE

11 4' -

10'

30'

A0323 - 0"

2100 PENN

30'

EL 73.62'

ADJACENT BUILDING

1 A0321

1' -

3' 0" . GLA SS

CEILINGS CHANGE HATCH BRACKET MOUNTED FIRE EXTINGUISHER, INSTALL AT 44" A.F.F.

7 A0501

ROUND COLUMNS A1. ALL ROUND COLUMNS TO BE ARCHITECTURAL CONCRETE, CONC-01.

01-015 PENN AVE STAIR A EL 73.18'

F.O

OPEN TO BELOW

2100 PENNSYLVANIA AVE NW WASHINGTON, DC 20037

" 1/2

1' -

1 A0501

A0323

STRIPING

HOSE BIB, SEE PLUMBING

3' - 0"

A0501

A0814

CO RNE

- 0" 27'

CO RNE R

HB - 0"

- 4"

BOLLARDS (TYPE 1 UNO)

GENERAL NOTES 19'

LEGEND AND NOTES APPLY TO ALL PARKING LEVELS, INCLUDING PARKING ENTRY AND LOADING AREAS. LEGEND: (SEE DETAILS A1100 SERIES)

30'

0 7/8

- 4"

GARAGE AIR INTAKE

19'

CO RNE

2' -

11"

GENERAL NOTES CO RNE R

19'

- 4"

ROUND COLUM A1. ALL ROUND

PERIMETER COL B1. ALL PERIME AT LEVELS 2 THR TAPED AND SAN B/A0150

A0472 30'

- 0"

HOSE BIBS C1. SEE PLUMBIN

- 0"

EXTERIOR PAVER D1. SEE LANDSC D2. PAVER TYPE D3. PAVER TYPE

27'

A0323

10'

A0321

30'

- 0"

FACADE MAINT E1. REFER TO A AND DETAILS OF

ROOF DRAINAG F1. SCUPPERS N DETAIL

- 4"

- 0"

21'

229'

20'

- 0"

77'

- 0"

30'

EL 87.87'

- 4"

A0600 30'

1/2"

1' -

5 1/

- 0"

1 A03 00

02-002 02-029

1/2"

3' -

EL 87.62'

STORAGE

-1

1 A04 00

OFFICE

12'

19A1 - 0"

GC TO PROVIDE TEMPORARY GUARD RAIL TO PREPARE FOR FUTURE TENANT CONSTRUCTION

WOMEN'S RR

A0810

PROJECTION ABOVE 30'

20'

-9

02-001

L2-27 D1

1/2"

2112

27'

PEN NA VE

- 0"

30'

02-002 STAIR A

L2-13 D1

JANL2-31 D1

1A A03 03

MEN'S RR

L2-12 D1

02-004

02-005

ELEC

MECHANICAL

L2-09 D1

L2-10 D1

30'

A0472 L2-06 U

F.O .GLA SS

ELEV S1 EL 87.87'

19A1

1/2"

OPEN TO BELOW

02-023

A0445

L2-11 D1

L2-26 D1

- 0"

FIRE

- 0"

1 A0320

19A1

02-003

19C1

3' -

5 A0445

-0

L2-07 D1

TELE

A0321

02-008

1' 25'

ELEV B

EL 87.87'

L2-02 T

L2-05 T

JAN

- 0"

A0932

02-009 STAIR B

02-007

EXTENT OF THICKSET STONE

A03

A0452

ELEV C

ELEV. LOBBY - NORTH

EL 87.87'

A0820

A0946

ELEV D

FINISHES BY TENANT C L

EL 88.88' T.O.BEAM

L2-03 T

A0947

02-022 MECHANICAL

SIM.

OPEN TO BELOW

A0946

A0305

A0323

SIM.

1/8"

EL 87.87' FF EL. REFER TO A0951 FOR STAIR PLANS

-2

02-010

01-024

A0811

ATRIUM

24'

LADDER ACCESS TO MECHANICAL ROOM, EXTENDING BELOW DOOR SILL ABOVE. REF 10/A1102 SIM

ELEV A

1/2"

L2-01 D1

L2-04 T

EL 87.62'

02-006

1/8"

2 1/

15'

2' -

L2-08 D1

FINISHES BY TENANT

C L

5' -

C L

0" F. O.G

18'

-1

19A1

LOBBY

A0431 11.65Â°

A0960

A0962

A0306

2' - 4 3/8"

2' - 0" F.O. GLASS

A0321

17' - 8"

29' - 8"

A0305 2

A0445

2' - 1 3/4" F.O. GLASS

C L

1' - 8 1/8"

F.O R 4 .G'-0 LA " SS

C L C L

C 1

EXTENT OF THICKSET STONE

A0301 FINISHES BY TENANT

L2-20 D1

EL 87.62'

A0821

FIRE

ELEV VEST 02-015

02-011

L2-25 D1

MPE

L2-14 D1

19A1

ELEV E

L2-24 U

EL 87.62'

L2-17 T

L2-15 T

ELEV G

L2-28 D1

L2-32 D1

02-019

19A1

ELEV S2

EL 87.62'

EL 87.20'

ELEC

ELEV F

L2-18 T

L2-16 T

L2-34 D1

ELEV H

2 A0400

19A1

ELEV. LOBBY - SOUTH

MECHANICAL 02-013

1 A0310

EL 87.62'

19A1

L2-33 D1

02-017

STAIR C

L2-22 D1

02-028 FAMILY RR

L2-19 D1

TENANT KITCHEN EXHAUST

02-014

02-012 4 A0400

A0813 SIM

37' - 0"

EL 87.87'

A0601

A0812 1B A0303

EL 87.62'

19' - 2 1/2"

A0960

02-021

02-025

MEN'S RR

WOMEN'S RR

02-020 STAIR D L2-23 D1 02-030 STORAGE

L2-30 D1 19A1

02-016

19A1

OFFICE

A0322 FINISHES BY TENANT

B 7' - 7 1/2"

L2-21 D1

13' - 5 1/2"

21' - 7"

A0322

37' - 0"

EL 87.62'

EL 87.87'

4 A0522

3' - 0 1/2"

11 7/8"

4 A0522

A F.O.GLASS F.O.GLASS

2 30' - 0"

A0320

A0521

PROJECTION ABOVE

A0471

A0470

30' - 0"

A0471 30' - 0" 2' - 2 1/2" F.O. GLASS

FLOOR PLAN - LEVEL 2 SCALE: 1/8" = 1'-0"

A0321

3 A0310

A0302

A0310

A0400

PENTHOUSE ROOF 223.04' MECHANICAL

PENTHOUSE PLATFORM 214.66'

T.O. SKYLIGHT 213.93' TENANT OFFICE

WOMEN'S RR

CORRIDOR PENTHOUSE 203.37'

OFFICE LEVEL 11 190.70' OFFICE LEVEL 10 179.12' OFFICE LEVEL 9 167.87' OFFICE LEVEL 8 156.62' OFFICE LEVEL 7 145.37' OFFICE LEVEL 6 134.12' OFFICE LEVEL 5 122.87' OFFICE LEVEL 4 111.62' OFFICE LEVEL 3 100.37' OFFICE PUBLIC CORRIDOR

LOBBY

ATRIUM

LEVEL 2 87.87'

LOADING DOCK LEVEL 1 74.12' TENANT LOBBY

Left>Right/// Building section & atrium elevation looking south///North site elevation on Pennsylvania Avenue///East site elevation on 21st Street///View of lobby entrance at the intersection of Pennsylvania Avenue & 21st Street 10

Above///Sectional perspective looking north 12

Above///Diagrams exploring movement of buildingâ&#x20AC;&#x2122;s rippling exterior and interior surfaces Left>Right///View of lobby///View of lobby stair connection to atrium 14

STRUCTURAL ENGINEER SK&A MARYLAND

1' - 6"

A0430 EL 213.53' T.O.S.S. EL 213.53' T.O.S.S.

EL 213.79'

C L HSS MEMBER TO SUPPORT TOP BEAM. REF

HSS MEMBER SECTION DETAIL STRUCTURAL TO SUPPORT

DRAWINGS SCALE: 1 1/2" 1'-0" REF TOP =BEAM. REF DRAWING: STRUCTURAL 2/ A0430 DRAWINGS

8H1

WD-02

EL 212.09' T.O.S.S. 5A1

9' - 7"

5A4

8H1

TEL FAX E-MAIL

PENTHOUSE 203.37'

1' - 6"

10"

POTOMAC, MD 20854 FAX TEL 301.881.1441 @SKAENGINEERS.COM E-MAIL

MPE ENGINEER @SKAENGINEERS.COM DEWBERRY ENGINEERS INC. MPE ENGINEER DEWBERRY ENGINEERS INC. 8401 ARLINGTON BOULEVARD

FAX 8H1

E-MAIL

5A1

7E4

CURTAIN WALL TO STRUCTURE ANCHOR

5A1

FAIRFAX, VIRGINIA 22031-4666 8401 ARLINGTON BOULEVARD

SCALE: 1 1/2" = 1'-0"

SECTION DETAIL

REF DRAWING: 2/ A0430

703.876.4881 703.208.6870 @DEWBERRY.COM 703.876.4881 FAX CIVIL/LANDSCAPE ARCHITECT E-MAIL @DEWBERRY.COM WILES MENSCH CIVIL/LANDSCAPE ARCHITECT WILES MENSCH 11860 SUNRISE VALLEY DRIVE FAX TEL E-MAIL

STEEL POST - SEE STRUCTURAL MECHANICALLY DWGS FOR SIZING FASTEN BAFFLE TO HSS MEMBER STEEL POST - SEE STRUCTURAL DWGS FOR SIZING

STEEL BEAM. REF STRUCTURAL

SUITE 200 11860 SUNRISE VALLEY DRIVE RESTON, VA 20191 200 703.391.7600

Ref P-19///02 SUITE TEL

5A4 5A4

8H1 GL-02F

REF STRUCTURAL FOR 8H1 BRACKET CONNECTION TO TRUSS (LEVEL 9 ONLY)

6D2

VERTICAL BAFFLE (WHERE 5A4 SHOWN IN PLAN)

HSS_SEE STRUCTURAL DWGS FOR SIZING

8H2

FAX E-MAIL

5A4

1/2"

SECTION DETAIL

8H1

CURTAIN WALL TO CONCRETE CURB STRUCTURE ANCHOR

7E4 7C9

CURTAIN WALL TO STRUCTURE ANCHOR HSS_SEE STRUCTURAL DWGS LEVEL 2 FOR SIZING 87.87' HSS_SEE STRUCTURAL DWGS FOR SIZING 3"

3" 3" 3"

5D2

GL-02F

VERTICAL BAFFLE (WHERE SHOWN IN PLAN)

WT-03 WEST BOSTON PROPERTIES WALL DETAILS BOSTON PROPERTIES

C L LEVEL 4 111.62'

5F4 2"

SECTION DETAIL

3 7/8"

Ref P-19///02 ISSUED FOR PERMIT ISSUED FOR BID ISSUED FOR PERMIT ISSUED FOR BID

5F4

1/2"

2200 PENNSYLVANIA AVE, NW 2 SUITE 200W A0432 WASHINGTON, DC AVE, 20037 2200 PENNSYLVANIA NW SUITE 200W WASHINGTON, DC 20037

SCALE: 1 1/2" = 1'-0" WD-02

EL 134.50'

LEVEL 6 134.12'

# 1'-0" SCALE: 1 1/2" = 06/21/18 8/30/18 06/21/18 8/30/18

A0432

11' - 3" 7 3/8"

REF STRUCTURAL

7 3/8"

REF STRUCTURAL

1/2"

F.O. GLASS

8G1 8H1 8G1

F.O. GLASS

8H1

ALUMINUM STOOL TRIM BY CURTAINWALL MFR. PAINT TO MATCH MULLION FINISH ALUMINUM STOOL TRIM BY CURTAINWALL MFR. PAINT TO MATCH MULLION FINISH

3" 3"

11' - 3"

CONCRETE CURB

PROFESSIONAL SEAL

C L LEVEL 3 100.37'

LEVEL 2 87.87'

1' - 6"

PROFESSIONAL SEAL LEVEL 2 87.87'

LEVEL 4 111.62'

WT-03 WEST WALL WT-03 DETAILS WEST WALL DETAILS

BEAM. REF STRUCTURAL BEAM. REF STRUCTURAL

C L

WDG PROJECT NO: WA16038 WDG PROJECT NO: WA16038

C L 7C2

11' - 3"

7C9

CONCRETE CURB

7C9

1' - 0" 1' - 0"

8H2

C L

3 1/2"

C L C L

LEVEL 5 122.87'

8H2

3 1/2"

C L

11' - 3"

1/2"

10' - 8"

WD-02 MONORAIL SYSTEM IN THIS CONDITION AT LEVEL 9 ONLY. REF FACADE MAINTENANCE MONORAIL SYSTEM IN THIS DRAWINGS FOR POST AND CONDITION AT LEVEL 9 ONLY. MONORAIL SYSTEM 1 REF FACADE MAINTENANCE DRAWINGS FOR POST AND MONORAIL SYSTEM 1

1' - 6"

REF DRAWING: 2/ A0430

1' - 6"

5D2 7C2 7B1 5D2 7A1 7B1 2"

3 7/8"

1/2" 3 7/8"

SCALE: 1 1/2" = 1'-0"

SECTION DETAIL

REF DRAWING: 2/ A0430

SCALE: 1 1/2" = 1'-0"

12' - 6"

7A1

SECTION DETAIL 2"

10' - 5"

VERTICAL BAFFLE (WHERE 6D2 SHOWN IN PLAN)

WDG PROJECT NO: WA16038

7B1 7A1

MECHANICALLY FASTEN BAFFLE TO HSS MEMBER MECHANICALLY FASTEN BAFFLE TO HSS MEMBER 5A4

GL-02F

A0432 LEVEL 7 145.37'

7C2

PROFESSIONAL SEAL

LEVEL 6 134.12'

BEAM. REF STRUCTURAL 6D2 5A4 C L

LEVEL 8 156.62'

LEVEL 6 134.12'

2' - 6" 2' - 6"

STEEL BEAM. REF COVER, STRUCTURAL G OLUMNS. STEEL BEAM. REF STRUCTURAL EF RUCTURAL OLUMNS. EF RUCTURAL EF STRUCTURAL FOR RACKET CONNECTION O TRUSS (LEVEL 9 ONLY) EF STRUCTURAL FOR RACKET CONNECTION O TRUSS (LEVEL 9 ONLY)

A0430

1' - 6"

COVER, G

10"

7B1

8H1 8H2 7E4

C L

1' - 0"

C L 3 1/2"

EJ-03

7B1

ALUMINUM STOOL TRIM BY CURTAINWALL MFR. PAINT TO MATCH MULLION FINISH

8H1 EJ-03

DETAIL

F.O. GLASS

8G1

SCALE: 1 1/2" = 1'-0"

REF DRAWING: 2/ A0430

11' - 3"

C L

10"

SCALE: 1 1/2" = 1'-0"

LEVEL 9 167.87'

5A4

REF DRAWING: 2/ A0430

8 1/2"

REF STRUCTURAL

2100 2100 PENN PENN

2100 2100 PENNSYLVANIA PENNSYLVANIA AVEAVE NWNW WASHINGTON, WASHINGTON, DCDC 20037 20037

7 3/8"

06/21/18 8/30/18

T.O. SYSTEM

1' - 6"

PLANS

LEVEL 9 167.87'

LEVEL 11 190.70'

ISSUED FOR PERMIT ISSUED FOR BID

LEVEL 7 145.37' MECHANICALLY FASTEN BAFFLE TO HSS MEMBER, LOCATE AS SHOWN IN PLANS MECHANICALLY FASTEN BAFFLE TO HSS MEMBER, LOCATE AS SHOWN IN PLANS

WD-02 MONORAIL SYSTEM IN THIS CONDITION AT LEVEL 9 ONLY. REF FACADE MAINTENANCE DRAWINGS FOR POST AND MONORAIL SYSTEM 1

EL 168.37' SIM

2200 PENNSYLVANIA AVE, NW SUITE 200W WASHINGTON, DC 20037

LEVEL 7 145.37'

C L

BOSTON

@WILESMENSCH.COM PROPERTIES

C L

HSS_SEE STRUCTURAL DWGS FOR SIZING

5F4

8H2

A0432

RESTON, VA 20191 @WILESMENSCH.COM FAX TEL 703.391.7600 E-MAIL

2' - 6"

COLUMNS. REF STRUCTURAL

LEVEL 10 179.12'

FAIRFAX, VIRGINIA 22031-4666 TEL 703.208.6870

LEVEL 6 134.12'

SCALE: 1 1/2" = 1'-0"

DRAIN AND COVER, REF PLUMBING DRAWINGS

10' - 7"

10"

HSS_SEE STRUCTURAL DWGS FOR SIZING

SECTION DETAIL

12' - 8"

7B1

C L

11' - 3"

SHADOW BOX, ALL METAL SURFACES PAINTED PT-01d (TYP) SHADOW BOX, ALL METAL SURFACES EJ-03 PAINTED PT-01d (TYP)

SUITE TEL

LEVEL 11 190.70'

11' - 3"

REF DRAWING: 2/ A0430

12' - 8"

SUITE 200 12505 PARK MD POTOMAC POTOMAC, 20854 AVE 200 301.881.1441

PENTHOUSE MECHANICALLY FASTEN 203.37' BAFFLE TO HSS MEMBER, LOCATE AS SHOWN IN PLAN MECHANICALLY FASTEN BAFFLE TO HSS MEMBER, LOCATE AS SHOWN IN PLAN

SECTION DETAIL SCALE: 1 1/2" = 1'-0"

C L

11' - 3"

10"

5A4 PENTHOUSE 203.37'

11' - 7"

10"

11TH TEL

C L

1' - 6" 1' - 6"

11TH FLOOR 322 8TH AVENUE NEW YORK, NY 10001 FLOOR 212.417.9496 NEW YORK, NY 10001 212.417.9497 FAX TEL 212.417.9496 INFONYC@PCPARCH.COM E-MAIL 212.417.9497 FAX STRUCTURAL ENGINEER E-MAIL INFONYC@PCPARCH.COM SK&A MARYLAND STRUCTURAL ENGINEER SK&A MARYLAND 12505 PARK POTOMAC AVE

L TO MECHANICALLY FASTEN BAFFLE HSS MEMBER, LOCATE AS SHOWN IN PLANS

8H2

2100 PENN

9' - 4" 9' - 4"

. DESIGN ARCHITECT . DESIGN ARCHITECT 322 8TH AVENUE

LEVEL 7 145.37'

8H2

C L

PENTHOUSE 203.37'

HSS_SEE STRUCTURAL DWGS FOR SIZING

C L

703.208.6870 703.876.4881 @DEWBERRY.COM

WDG ARCHITECTURE, PLLC VALLEY DRIVE 11860 SUNRISE 1025 CONNECTICUT AVENUE SUITE 200 NW SUITEPLLC 300 WDG ARCHITECTURE, RESTON, VA 20191 WASHINGTON DC 20036 1025 CONNECTICUT AVENUE NW TEL 703.391.7600 TEL 202 SUITE 857 8300 300 FAXFAX 202DC 463 2198 @WILESMENSCH.COM WASHINGTON 20036 E-MAIL wdg@wdgarch.com E-MAIL TEL 202 857 8300 FAX 202 463 2198 E-MAIL wdg@wdgarch.com

EL 134.62'

PENTHOUSE PLATFORM 214.66'

CIVIL/LANDSCAPE ARCHITECT WILES MENSCH

8H2

A0494

A0432

MPE ENGINEER DEWBERRY ENGINEERS INC. 8401 ARLINGTON BOULEVARD FAIRFAX, VIRGINIA 22031-4666

WOOD 02

8H1 5A1

2100 PENNSYLVANIA AVE NW WASHINGTON, DC 20037

12505 PARK POTOMAC AVE SUITE 200 POTOMAC, MD 20854 TEL 301.881.1441 FAX E-MAIL @SKAENGINEERS.COM

11' - 3 1/2"

7E3 1' - 0 3/4" SHADOW BOX, ALL METAL SURFACES 7E3 PAINTED PT-01d (TYP)

EL 213.79'

KEYNOTES KEYNOTES

1' - 0 3/4"

11' - 3 1/2"

PENTHOUSE 203.37' PENTHOUSE PLATFORM 214.66' MECHANICALLY FASTEN PENTHOUSE PLATFORM BAFFLE TO HSS MEMBER, 214.66' 5A1 LOCATE AS SHOWN IN PLAN STRUCTURAL STEEL 5A4 ARCHITECTURALLY EXPOSED STRUCTURAL STEEL 5D2 SHEATHING STEEL 5A1 STRUCTURAL 5F4 DECORATIVE METAL (SHARP CORNER FABRICATION) 5A4 ARCHITECTURALLY EXPOSED STRUCTURAL STEEL 6D2 SOLID WOOD TRIM 5D2 SHEATHING CUSTOM SKYLIGHT 8G1 7A1 AIR BARRIER METAL (SHARP 5F4 DECORATIVE CORNER FABRICATION) PENTHOUSE PLATFORM SYSTEM 5A1 7A2 WATERPROOFING 6D2 SOLID WOOD TRIM 214.66' CUSTOM SKYLIGHT EL 213.79' 8G1 7B1 THERMAL INSULATION (REFER TO ENCLOSURE SUMMARY FOR 7A1 AIR BARRIER SYSTEM T.O. SYSTEM REQUIREMENTS) 7A2 WATERPROOFING 7C2 SINGLE SKIN METAL (REFER TO ENCLOSURE SUMMARY FOR 7B1 THERMAL INSULATION 7C9 TERRACOTTA REQUIREMENTS) 7D5 BALLAST (STONE, CONCRETE OR DECORATIVE PAVERS) 7C2 SINGLE SKIN METAL 7E3 SHEET METAL COPING, (REFER TO GENERAL NOTES) 7C9 TERRACOTTA 7E4 SHEET METAL FLASHING 7D5 BALLAST (STONE, CONCRETE OR DECORATIVE PAVERS) SUPPORT LEG, MISC METALS 7J1 SEALANT SYSTEM 7E3 SHEET METAL COPING, (REFER TO GENERAL NOTES) 8G1 GLAZING REFER TO GLAZING SCHEDULE 7E4 SHEET METAL FLASHING ANCHOR SUPPORT LEG, MISC METALS 8H1 CURTAIN SYSTEM WALL SYSTEM (REFER TO GENERAL NOTES) 7J1 SEALANT 8H2 EXTERIOR -STOREFRONT 8G1 GLAZING REFER TO GLAZING SCHEDULE ANCHOR WD-02 WOOD 02WALL SYSTEM (REFER TO GENERAL NOTES) STEEL POST SEE STRUCTURAL 8H1 CURTAIN EL 212.09' T.O.S.S. DWGS FOR SIZING 8H2 EXTERIOR STOREFRONT

LEVEL 3 100.37'

A0432 A0432

SCALE: 1 1/2" = 1'-0"

1/2"

SCALE: 1 1/2" = 1'-0"

02-010 ATRIUM

A0432

C L

LEVEL 2 87.87'

1' - 6"

12' - 6"

REF DRAWING: 2/ A0430

C L

Left>Right///Collection of atrium west wall structural details///Formal study DETAIL WALL SECTION model///Atrium west wall section///Atmospheric study of view in atrium 2 SCALE: 1/4" = 1'-0"

REF DRAWING: 3/ A0430

Above///Conceptual drawing of unraveling surfaces forming into the buildingâ&#x20AC;&#x2122;s interior public volume Right///Atrium west wall plans and rcpâ&#x20AC;&#x2122;s with continuing structural details 18

5 3

A0445

A0434

5' - 0" TYP 5' 0" TYP 5' -

1 6.49°

5.21°

A0430

A0433

REF STRUCTURAL DRAWINGS

5A4

3A9

ENLARGED PLAN - LEVEL 2

SCALE: 1/4" = 1'-0"

REF DRAWING: 1/ A0216

5' - 3 1/2"

5A4

5' -

A0445

8' -

1 1/

REF STRUCTURAL DRAWINGS

5' 0" TYP

A0445

A0430

A0434

5A4 5A4

EL 131.62'

A0434

16' - 2 1/4"

5F4

A0430

5A4

1/4" REVEAL

SCALE: 1/4" = 1'-0"

REF DRAWING: 1/ A0259

ENLARGED RCP - LEVEL 5

REF STRUCTURAL DRAWINGS

5F4

EQ 5A4

C.O. BEAM

A0430

5A4

WD-02

5A4

5F4

5A4

A0434

A0430

EL 134.50' T.O. PAVER

A0434

15' - 0"

ENLARGED PLAN - LEVEL 6

SCALE: 1/4" = 1'-0"

REF DRAWING: 1/ A0220

6' - 3"

5' - 0" TYP

F.O. GLASS

5' -

6.61°

7E3

A0432

A0433

4.66 °

EL 213.79'

4' -

1/2"

3' -

EL 213.53' T.O.S.S. 5A4

5A1 5A4 5D2 5F4 6D2 7A1 7A2 7B1

1' - 0 3/4"

A0430

6.37° 4"

PENTHOUSE PLATFORM 214.66'

5' 0" TYP

6.37°

5A4

F.O. GLASS

5A4

3' - 0"

CUSTOM SKYLIGHT SYSTEM

8G1

6D2

5' - 0"

HSS MEMBER TO SUPPORT TOP BEAM. REF STRUCTURAL DRAWINGS

5' - 0"

A0430

6' - 3"

5' - 0"

ENLARGED RCP - LEVEL 8

ANCHOR

5A1

5A4

8H2

A0434

TYPE 2 MONORAIL SYSTEM

A0434

C L

10"

C L

EL 165.45'

WD-02

MONORAIL SYSTEM TYPE 2. REF FACADE MAINTENANCE DRAWINGS

5A4 8H2

11"

9' - 4"

5A4

AESS STEEL MEMBERS. REF STRUCTURAL

8H1

5F4

4' -

5A4

5' -

5' 0" TYP

A0430

5' -

A0433

EL 212.09' T.O.S.S.

8H1

7 1/4"

F.O. METAL PANEL

5F4

5A4

SCALE: 1/4" = 1'-0"

REF DRAWING: 1/ A0262

TYP

SUPPORT LEG, MISC METALS

5F4 5A4

PENTHOUSE 203.37'

5' - 0"

SEE PLANS FOR LAYOUT

5' - 0"

E F.O PA . MET NEL AL

1' - 6"

SINGLE SKIN METAL 8H2 TERRACOTTA BALLAST (STONE, CONCRETE OR DECORATIVE PAVERS) SHEET METAL COPING, (REFER TO GENERAL NOTES) SHEET METAL FLASHING SEALANT SYSTEM GLAZING - REFER TO GLAZING SCHEDULE CURTAIN WALL SYSTEM (REFER TO GENERAL NOTES) EXTERIOR STOREFRONT WOOD 02

F.O PA . META NEL L

5A4

A0434

7C2 7C9 7D5 7E3 7E4 7J1 8G1 8H1 8H2 WD-02

STEEL POST - SEE STRUCTURAL DWGS FOR SIZING

EL 168.37' T.O. PAVER

HSS_SEE STRUCTURAL DWGS FOR SIZING 14' -7 1/2"

SUPPORT LEG, MISC METALS ANCHOR

STRUCTURAL STEEL ARCHITECTURALLY EXPOSED STRUCTURAL STEEL SHEATHING 8H1 DECORATIVE METAL (SHARP CORNER FABRICATION) SOLID WOOD TRIM AIR BARRIER WATERPROOFING THERMAL INSULATION (REFER TO ENCLOSURE SUMMARY FOR REQUIREMENTS)

5A4

LEVEL 7 145.37'

WDG ARCHITECTURE, PLLC 1025 CONNECTICUT AVENUE NW SUITE 300 WASHINGTON DC 20036 TEL 202 857 8300 FAX 202 463 2198 E-MAIL wdg@wdgarch.com

8H1 5A1

MECHANICALLY FASTEN BAFFLE TO HSS MEMBER, LOCATE AS SHOWN IN PLANS

EL 212.09' T.O.S.S.

A0430

7 1/4"

AESS STEEL MEMBERS. REF STRUCTURAL

5A1 5A4 5D2 5F4 6D2 7A1 7A2 7B1

5A4

C L

HSS MEMBER TO SUPPORT TOP BEAM. REF STRUCTURAL DRAWINGS

5A4

8G1

CUSTOM SKYLIGHT SYSTEM

2 1/

VERTICAL BAFFLE MEMBER

EL 213.53' T.O.S.S.

KEYNOTES

6D2

5F4 7E3

8' -

5A4

PENTHOUSE PLATFORM 214.66'

EL 213.79'

5 1/

F.O PA . MET NEL AL

8/ A0480

SECTION DETAIL SCALE: 1 1/2" = 1'-0"

EL 168.37' T.O. PAVER

ENLARGED PLAN - LEVEL 9

SCALE: 1/4" = 1'-0"

REF DRAWING: 1/ A0223

8" VERTICAL MULLION CAPS AT WEST WALL, TYP.

8H2

BEA M

5A1

REF DRAWING: 2/ A0430

1' - 0 3/4"

C.O .

SHADOW BOX, ALL METAL SURFACES PAINTED PT-01d (TYP)

C L

1' -

1/4" REVEAL

A0430

A0433

7D5

MECHANICALLY FASTEN BAFFLE TO HSS MEMBER, LOCATE AS SHOWN IN PLAN

A0433

5A4

F.O.G.

3" 3"

10"

703.208.6870 703.876.4881 @DEWBERRY.COM

VERTICAL BAFFLE (WHERE SHOWN IN PLAN)

C L

11860 SUNRISE VALLEY DRIVE SUITE 200 RESTON, VA 20191 TEL 703.391.7600 @WILESMENSCH.COM FAX

WD-02 MONORAIL SYSTEM IN THIS CONDITION AT LEVEL 9 ONLY. REF FACADE MAINTENANCE DRAWINGS FOR POST AND MONORAIL SYSTEM 1

HSS_SEE STRUCTURAL DWGS FOR SIZING

E-MAIL

7 3/8"

LEVEL 7 145.37'

8G1

F.O. GLASS

8H1

C L 3 1/2"

MECHANICALLY FASTEN BAFFLE TO HSS MEMBER, LOCATE AS SHOWN IN PLANS

5A4

REF STRUCTURAL

8H2

C L 7C9

ALUMINUM STOOL TRIM BY CURTAINWALL MFR. PAINT TO MATCH MULLION FINISH

CONCRETE CURB 1' - 0"

REF DRAWING: 2/ A0430

1/2"

Ref P-16///02

SCALE: 1 1/2" = 1'-0"

IA AVE NW C 20037

1/2"

C L

1 3/4"

1/2"

2" MIN.

2' - 6"

9' - 4"

3" 10"

5 1/2" 1' - 4 1/2"

1' - 6" 5' - 0"

5' - 0"

SEE PLANS FOR LAYOUT

5A4

WDG ARCHITECTURE, PLLC 1025 CONNECTICUT AVENUE NW SUITE 300 WASHINGTON DC 20036 TEL 202 857 8300 FAX 202 463 2198 E-MAIL wdg@wdgarch.com

. DESIGN ARCHITECT

322 8TH AVENUE 11TH FLOOR NEW YORK, NY 10001 212.417.9496 212.417.9497 INFONYC@PCPARCH.COM

TEL

5A4

SECTION8H2DETAIL

5A4

VERTICAL BAFFLE (WHERE SHOWN IN PLAN)

CIVIL/LANDSCAPE ARCHITECT 5F4 WILES MENSCH

REF PLANS

FAX

E-MAIL

C L

AESS STEEL MEMBERS. REF STRUCTURAL

E-MAIL

TEL FAX

7J1

5F4 8H1

LEVEL 6 134.12' MECHANICALLY FASTEN BAFFLE TO HSS MEMBER

6D2

8401 ARLINGTON BOULEVARD FAIRFAX, VIRGINIA 22031-4666 GL-02F

STEEL POST - SEE STRUCTURAL DWGS FOR SIZING

VERTICAL BAFFLE MEMBER

HSS_SEE STRUCTURAL DWGS FOR SIZING

MPE ENGINEER DEWBERRY ENGINEERS INC.

REF STRUCTURAL FOR BRACKET CONNECTION TO TRUSS (LEVEL 9 ONLY)

8" VERTICAL MULLION CAPS AT WEST WALL, TYP.

8H2

STRUCTURAL ENGINEER SK&A MARYLAND

STEEL BEAM. REF STRUCTURAL

REF DRAWING: 2/ A0430

5F4

12505 PARK POTOMAC AVE SUITE 200 POTOMAC, MD 20854 301.881.1441 @SKAENGINEERS.COM

SECTION DETAIL SCALE: 1 1/2" = 1'-0"

CURTAIN WALL TO STRUCTURE ANCHOR

12505 PARK POTOMAC AVE SUITE 200 POTOMAC, MD 20854 TEL 301.881.1441 FAX E-MAIL @SKAENGINEERS.COM

C L

8TH AVENUE 11TH FLOOR NEW YORK, NY 10001 TEL 212.417.9496 212.417.9497 FAX E-MAIL INFONYC@PCPARCH.COM STRUCTURAL ENGINEER SK&A MARYLAND

COLUMNS. REF STRUCTURAL

5A1

TEL

7B1

FAX

8H1 ALL SHADOW BOX, METAL SURFACES PAINTED PT-01d (TYP)

E-MAIL

DRAIN AND COVER, REF PLUMBING DRAWINGS

MPE ENGINEER DEWBERRY ENGINEERS INC.

MECHANICALLY FASTEN BAFFLE TO HSS MEMBER, LOCATE AS SHOWN IN PLAN

703.208.6870 703.876.4881 @DEWBERRY.COM

. DESIGN ARCHITECT

2"322

# PENTHOUSE 203.37'

8401 ARLINGTON BOULEVARD FAIRFAX, VIRGINIA 22031-4666

EL 134.62'

TEL

7E4

FAX

EJ-03

7B1

E-MAIL

7A2

CIVIL/LANDSCAPE ARCHITECT WILES MENSCH

8H1

2100 PENNSYLVANIA AVE NW WASHINGTON, DC 20037

SHADOW BOX, ALL METAL SURFACES PAINTED PT-01d (TYP) 7D5

11860 SUNRISE VALLEY DRIVE SUITE 200 RESTON, VA 20191 703.391.7600 @WILESMENSCH.COM

TEL

2100 PENN

7E3

FAX

C L

11 1/2"

SCALE: 1 1/2" = 1'-0"

REF DRAWING: 2/ A0430

BOSTON PROPERTIES

8H2

06/21/18 8/30/18

PROFESSIONAL SEAL

WDG PROJECT NO: WA16038

SECTION DETAIL

E-MAIL

PLAN DETAIL SCALE: 1 1/2" = 1'-0"

REF DRAWING: 3/ A0431

2200 PENNSYLVANIA AVE, NW SUITE 200W WASHINGTON, DC 20037

ISSUED FOR PERMIT ISSUED FOR BID

A0431 C L

WT-03 WEST WALL ENLARGED PLANS, RCP AND SECTIONS

5A4 8H2

SCALE: 1/4" = 1'-0"

AESS STEEL MEMBERS. REF STRUCTURAL

8H1

7C2 7C9 7D5 7E3 7E4 7J1 8G1 8H1 8H2 WD-02

KEYNOTES 6D2 7B2 7G2 7J1 8G1 8H1 9A5 9A11

SOLID WOOD TRIM SOUND ATTENUATION BLANKET FIRESTOPPING SYSTEM SEALANT SYSTEM GLAZING - REFER TO GLAZING SCHEDULE CURTAIN WALL SYSTEM (REFER TO GENERAL NOTES) DIRECT ANCHORED GYPSUM BOARD CEILING SYSTEM METAL STUD

PENTHOUSE ROOF 223.04'

8' - 4 1/2"

WDG ARCHITECTURE, PLLC 1025 CONNECTICUT AVENUE NW SUITE 300 WASHINGTON DC 20036 TEL 202 857 8300 FAX 202 463 2198 E-MAIL wdg@wdgarch.com

PENTHOUSE PLATFORM 214.66'

15 E

A0480

15 . DESIGN ARCHITECT

11' - 3 1/2"

A0494

SIM

322 8TH AVENUE 11TH FLOOR NEW YORK, NY 10001 TEL 212.417.9496 212.417.9497 FAX E-MAIL INFONYC@PCPARCH.COM

PENTHOUSE 203.37'

A0480

STRUCTURAL ENGINEER SK&A MARYLAND EL 143.83'

SIM

TYP. 12' - 8"

A0494

MONORAIL TYPE 2, REF. A0200 SERIES RCPS.

EL 166.41'

PT-111u

A0480

CEILING PAINT PT-111u

EL 132.66'

A0480

SIM

MPE ENGINEER DEWBERRY ENGINEERS INC.

CEILING PAINT

A0482

MONORAIL TYPE 2, REF. A0200 SERIES RCPS.

12505 CEILING PARKPAINT POTOMAC AVE PT-111u SUITE 200 POTOMAC, MD 20854 TEL 301.881.1441 FAX E-MAIL @SKAENGINEERS.COM

SIM

TEL FAX E-MAIL

A0480

8401 ARLINGTON BOULEVARD FAIRFAX, VIRGINIA 22031-4666

A0482

LEVEL 11 190.70'

A0482

SIM

A0482

1/4" 0"

703.208.6870 703.876.4881 @DEWBERRY.COM

11' - 7"

CIVIL/LANDSCAPE ARCHITECT WILES MENSCH 11860 SUNRISE VALLEY DRIVE SUITE 200 RESTON, VA 20191 TEL 703.391.7600 @WILESMENSCH.COM FAX LEVEL 10 179.12'

3' - 0"

11' - 3"

E-MAIL

ENLARGED RCP - LEVEL 8

SCALE: 1/2" = 1'-0"

REF DRAWING: 1/ A0260

11' - 3"

REF DRAWING: 1/ A0262

ENLARGED RCP - LEVEL 6

E D

3' -

1' -

LEVEL 8 156.62'

4' -

3' 0" F.O .G LA SS

MONORAIL TYPE 2, REF. FACADE MAINTENANCE DRAWINGS

2100 PENN

11' - 3"

10'

" -0

2100 PENNSYLVANIA AVE NW WASHINGTON, DC 20037

C LEVEL 9 167.87'

C 6

6 6

ENLARGED RCP - LEVEL 5

SCALE: 1/2" = 1'-0"

REF DRAWING: 1/ A0259

SCALE: 1/2" = 1'-0"

REF DRAWING: 1/ A0258

E F.O. GLASS

1' - 0"

4' - 0"

2' - 6"

5' - 0"

- 0"

ENLARGED RC

5' - 0"

A0482

SIM R

1' - 0"

0" -1

5' - 0"

LEVEL 7 145.37'

2200 PENNSYLVANIA AVE, NW SUITE 200W WASHINGTON, DC 20037

SIM

5' - 4 3/4"

SIM

# ISSUED FOR PERMIT ISSUED FOR BID

4' - 0"

LEVEL 6 134.12'

A0482

A0482 1' - 0"

A0482

06/21/18 8/30/18

1' - 0"

A0482

MONORAIL TYPE 2, REF. FACADE MAINTENANCE DRAWINGS

4' - 0"

SIM

5' - 4 3/4"

5' - 0"

11' - 3"

A0480

SIM

7' - 6"

NO MONORAL AT THIS LOCATION

5' - 0"

F.O. GLASS

10' - 0"

A0482

LEVEL 9 - ENLARGED PLAN SCALE: 1/2" = 1'-0"

Ref P-21///02 REF DRAWING: 1/ A0223

1' - 0"

SIM

5' - 0"

1' - 0"

2' - 6"

F.O. GLASS

5' - 0"

6 3

LEVEL 7 - ENLARGED PLAN SCALE: 1/2" = 1'-0"

REF DRAWING: 1/ A0221

WDG PROJECT NO: WA16038

WT-08 ATRIUM 6 EAST WALL ENLARGED SECTION AND DETAILS SCALE: As indicated

A0482

ENLARGED SECTION SCALE: 1/4" = 1'-0"

REF DRAWING: 1/ A0481

Left>Right///East atrium wall section///East atrium wall enlarged plan details///Physical model of conceptual drawing of unraveling surfaces forming into the building’s interior public volume///East atrium wall detail 20

5' - 0"

PROFESSIONAL SEAL

3' - 0"

11' - 3"

4' - 0"

LEVEL 4 111.62'

5' - 0"

LEVEL 5 122.87'

5' - 0"

A0482

5' - 0"

1' - 0"

11' - 3"

A0480

4' - 0"

BOSTON PROPERTIES

MONORAIL TYPE 2, REF. FACADE MAINTENANCE DRAWINGS

3' - 0"

A0482

C 6

6 2

LEVEL 5 - ENLARGED PLAN SCALE: 1/2" = 1'-0"

REF DRAWING: 1/ A0219

LEVEL 4 - ENLA SCALE: 1/2" = 1'-0"

REF DRAWING: 1/ A0218

2 1/2" 1" 6 1/2"

8H1

7G2

CONTINUOUS 1/8" STEEL PLATE STEEL POSTS AND IMBEDS. SEE STRUCTURAL DRAWINGS

9A11

LEVEL 9 167.87'

7B2 1/2"

1/2"

8 1/2"

1' - 6"

6D2

MISC. STEEL BY CURTAINWALL MFR.

8H1 9A5

7J1 MONORAIL SYSTEM TYPE 2. SEE FACADE MAINTENANCE DRAWINGS

STUD INFILL

8G1

Ref P-20///02 2

SECTION DETAIL SCALE: 1 1/2" = 1'-0"

REF DRAWING: 1/ A0482

SCALE: 1 1/2" = 1'-0"

REF DRAWING: 5/ A0483

SCALE: 1/2" = 1'-0"

REF DRAWING: 1/ A0218

PROVIDE STAINLESS STEEL TRIM AT EDGE OF STONE SYSTEM

4C1 4A6 2"

6A3

8H1

3' - 0"

4 1/2"

7 1/2"

1/2"

8 1/2"

C L

LEVEL 10 179.12' 1" ACOUSTIC INSULATION 9" 1' - 6"

6D3

1' - 0"

3A1 7G2 PEDESTALS /BLOCKING BY STONE SUBCONTRACTOR. DELEGTED DESIGN TO SUPPORT FINISH FLOOR SYSTEM

C L 8G1

Ref P-23///06

SCALE: 1 1/2" = 1'-0"

REF DRAWING: 5/ A0483

REF DRAWING: 1/ A0261

5 A0483

3' - 0 1/2"

5' - 0"

1' - 0"

4' - 0"

5' - 0" 1' - 6"

1' - 6"

A0483

1' - 0"

5' - 0"

.00

7 1/2"

LT-10B

ST-20 19.00°

5' - 0"

1' - 0"

4' - 0"

LEVEL 10 179.12'

GT-01

PLAN - LEVEL 10

C L

SCALE: 1/2" = 1'-0"

REF DRAWING: 1/ A0224

40' - 0"

A0483

LT-10B

3' - 0"

5' - 0" TYP

CENTERLINE @ F.O. GLASS

FACE OF GLASS

1/2"

3/4" 1 1/4"

4' - 0"

C L

STONE FLOORING SYSTEM

ALIGN JOINTS 5'-0" O.C. WITH MULLIONS AND CENTER JOINT EQUALLY BETWEEN MULLIONS (TYP)

1' - 0"

A0483

LT-10B

4' - 0"

1' - 6"

RCP - LEVEL 7 SCALE: 1/2" = 1'-0"

3' - 0"

8H1

SECTION DETAIL

TO F.O. GLASS

TYP

ARCS TANGENT AT 5' GRID LINE

3/4"

APEX OF CURVE

PLAN - LEVEL 8 SCALE: 1/2" = 1'-0"

A0306

REF DRAWING: 1/ A0218

A0483

A0480

SIM PT-111u

C L 1' - 8"

EL 154.93'

4' - 0"

5' - 0"

1' - 0"

4' - 0"

5' - 0"

C L

1' - 0"

4' - 0"

5' - 0"

1' - 0"

4' - 0"

5' - 0"

1' - 0"

LEVEL 9 167.87'

1' - 6"

1' - 0"

3' - 0"

CEILING PAINT

VEL 10 79.12'

ARCS NOT TANGENT AT GRID LINE

R 119'-4

11' - 3"

1' - 0"

ARCS TANGENT AT GRID LINE

7' - 6"

3' - 11 1/4"

LEVEL 10 179.12'

RCP - LEVEL 7 SCALE: 1/2" = 1'-0"

REF DRAWING: 1/ A0261

Above>Below///Atrium curtain wall projection section detail///Englarged atrium projection plans C L4 Right///Atrium curtain wall projection section///Physical model of conceptual interior volume & 5 views inside A0483

1' - 6"

C L

LEVE 17

SCALE: 1/2" = 1'-0"

REF DRAWING: 1/ A0224

8G1

5 26A

PROVIDE STAINLESS STEEL ESCUTCHEON AROUND STONE PENETRATION

3' - 0"

4C1 3/4" 1 1/4"

8H1

4 1/2"

5' - 0" TYP

CENTERLINE @ F.O. GLASS

CENTERLIN

FACE OF GLASS

1/2"

ARCS TANGENT AT GRID LINE

3' - 11 1/4"

LEVEL 10 179.12'

6A3

APEX OF CURVE

PEDESTALS /BLOCKING BY STONE SUBCONTRACTOR. DELEGTED DESIGN TO SUPPORT FINISH FLOOR SYSTEM

5' - 0" TYP CENTERLINE @ F.O. GLASS

8 3/4"

+/9A3

40' - 0"

A0483

LT-10B

TO F.O. GLASS

PROVIDE STAINLESS STEEL TRIM AT EDGE OF STONE SYSTEM

ARCS TANGENT AT 5' GRID LINE

SECTION DETAIL

SCALE: 1 1/2" = 1'-0"

REF DRAWING: 5/ A0483

PLAN - LEVEL 8 SCALE: 1/2" = 1'-0"

REF DRAWING: 1/ A0218

PROVIDE STAINLESS STEEL TRIM AT EDGE OF STONE SYSTEM

4C1 4A6 2"

5 A0483

6A3

8H1

CEILING PAINT

3' - 0"

4 1/2"

7 1/2"

1/2"

8 1/2"

C L PT-111u

LEVEL 10 179.12' 1" ACOUSTIC INSULATION 9"

EL 154.93' 1' - 6"

6D3

1' - 0"

3A1

4' - 0"

5' - 0"

1' - 0"

4' - 0"

5' - 0"

1' - 0"

7G2 PEDESTALS /BLOCKING BY STONE SUBCONTRACTOR. DELEGTED DESIGN TO SUPPORT FINISH FLOOR SYSTEM

8H1 C L 8G1

SECTION DETAIL

SCALE: 1 1/2" = 1'-0"

REF DRAWING: 5/ A0483

RCP - LEVEL 7 SCALE: 1/2" = 1'-0"

REF DRAWING: 1/ A0261

4 5 A0483

A0483

Ref P-22///06

C L LEVEL 10 179.12'

1' - 6"

7 1/2"

A0483

11' - 3"

7' - 6"

C L

A0480

SIM

C L LEVEL 9 167.87'

1' - 6"

1' - 8"

C L

11' - 3"

7' - 6"

C L

C L LEVEL 8 156.62'

1' - 6"

1' - 8"

C L

A0482

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

REF DRAWING: 1/ A0222

SIM

ENLARGED ELEVATION SCALE: 1/2" = 1'-0"

REF DRAWING: 1/ A0306

30' -

WINDOW WASHING RAIL BELOW

30' -

WINDOW WASHING RAIL BELOW

C L C L

30' -

C L C L

FRAMING ABOVE

C L C L

WIN RAIL C L

C L

WINDOW WASHING RAIL BELOW

C L

C L C L C L

FRAMING ABOVE

C L C L

C L

FRAMING ABOVE

C L C L

C L

30' - 0"

2' - 0"

GUTTER, TYP. 2' - 0"

2' - 0"

GUTTER, TYP. 2' - 0"

2' - 0"

MIN.

3 1/2" 1' - 10"

T.O. SKYLIGHT 213.93'

30' - 0"

TRUSS, SEE STRUCTURAL EL 205.50' T.O. BAFFLES EL 203.66' B.O. BAFFLES

HATCHED AREA INDICATES AREA FOR SYLIGHT BAFFLES. REFER TO PLANS FOR LAYOUT.

SKYLIGHT BAFFLES, TYP

Above>Below///Enlarged atrium skylight plan of baffles for sun shading///Skylight section Right///Skylight structure & baffle details///Skylight baffle samples///Early physical model studies of skylight 24

DAVIT SUPPORT PLATE. REFER TO FACADE MAINTENANCE DRAWINGS FOR LOCATIONS

8H2

EL 213.53' T.O.S.S.

7B1

8H2

7J1

MECHANICALLY FASTENED ALUMINUM ANGLES 1' - 10"

7A2 7A2

MTL-30: PERFORATED ALUMINUM SCREEN WELDED TO BOTTOM PLATE, PT-06D

8" 1/2"

1/2"

5A1 EL 212.09'

9A3

T.O. STEEL

7A1

WATERPROOFING GUTTER SUPPORT CONTINUOUS MEMBER - REF STRUCTURAL

9' - 4"

5D1

8 3/4"

9A3 5D1

HIGH POINT / LOW POINT AT BOTTOM SURFACE OF GUTTER. REF. 1 / A0491 FOR LOCATIONS

SKYLIGHT SYSTEM

PENTHOUSE 203.37' 1/2"

10"

WIRE SUSPENSION FROM TRUSS ABOVE. GAUGE, SPACING AND FASTENING IS DELEGATED DESIGN BY SCREEN MANUFACTURER

GASKET

CONTINUOUS CUSTOM GUTTER BODY WITH INTEGRAL WATERPROOFING. SEE PLANS TYPICAL SKYLIGHT STEEL FOR OVERFLOW ONTO ROOF. MEMBER, REFER STRUCTURAL DRAWINGS. SEE PLANS FOR FINISH DESIGNATION

8 1/4"

7A1

PENTHOUSE PLATFORM 214.66'

1/2"

7D4

SECTION DETAIL SCALE: 1 1/2" = 1'-0"

REF DRAWING: 2/ A0493

C L

7H2 7J1

SCALE: 1 1/2" = 1'-0"

REF DRAWING: 2/ A0493

SECTION DETAIL

7D4

SCALE: 1 1/2" = 1'-0"

1/2"

6CL

TRUSS - REF STRUCTURAL SECTION DETAIL

REF DRAWING: 1/ A0430

DAVIT SUPPORT PLATE. REFER TO FACADE MAINTENANCE DRAWINGS FOR LOCATIONS

8H2

11 10"

7A1 7B1

GASKET

PENTHO 203

7E3 CONCRETE CURB BELOW

ETYPICAL SKYLIGHT STEEL

7B4 MEMBER, REFER STRUCTURAL DRAWINGS. SEE PLANS FOR FINISH 7C2 DESIGNATION 2"

C L

GUTTER LINER INSULATION

5D2 7A1

7A2

NDOW WASHING L BELOW

5D1

30' -

8 1/4"

STEEL STRUCTURAL GUTTER

7H2 1/2"

7J1

C L

7D4 7A1 7B4

C L

1/2"

C L

5A1

1/2"

GUTTER

SECTION DETAIL

A0494

SCALE: 1 1/2" = 1'-0"

REF DRAWING: 2/ A0493

7B4

SECTION DETAIL SCALE: 1 1/2" = 1'-0"

CONTINUOUS FIRE SAFING

REF DRAWING: 1/ A0430

CONCRETE CURB

5D1

LATERAL LOAD CONNECTION TO TRUSS TRUSS SEE STRUCTURAL DWGS FOR SIZING

1/2"

C L

8" X 8" STEEL POST, REF STRUCTURAL

COPING BELOW

C L

8G1

WINDOW WASHING RAIL BELOW

C L

CONCRETE CURB BELOW

6" 1 1/4"

7B4 7C2

ENLARGED PLAN DETAIL GUTTER SCALE: 1 1/2" = 1'-0" REF DRAWING:GUTTER 1/ A0490LINER

5D2

INSULATION 1/2"

C1' - 0"

EL 212.08' T.O. STEEL MIN

9' - 2 1/2"

5D1

7B1 7H2

5D2

7A1

MFR STANDARD 211.00' EDGE EL PROTECTION

EL 205.20' 7E4

8" X 8" STEEL POST. REF STRUCTURAL

5D1 COPING BELOW

1/2"

CONTINUOUS FIRE SAFING

7E3LATERAL LOAD CONNECTION TO TRUSS

PENTHOUSE 203.37'

EDGE OF SLAB 1/2"

TRUSS SEE STRUCTURAL DWGS FOR SIZING 1/2"

SKYLIGHT TRUSS, REF STRUCTURAL

7B4 7H2 7J1

7D3

8G1

A0494

7B4

7D3 7B3

(ATRIUM INTERIOR) 1/2"

8G1

CONCRETE CURB

CURB BELOW

6" 1 1/4"

PENTHOUSE 203.37'

ENLARGED PLAN DETAIL SCALE: 1 1/2" = 1'-0"

1/2"

REF DRAWING: 1/ A0490

8 1/4"

MIN.

7J1

7D4

1/2"

MIN.

7B4

(EXTERIOR)

PLATFORM 214.66' 11' - 3 1/2"

2' - 0"

3' - 6"

2' - 0"

7A1

1 1/4" 6"

STEEL STRUCTURAL GUTTER

9A3

5D1 PENTHOUSE

LT08A/LT08B

7A2

1/2"

C 9A3 7B1

7A1 7C2

1/2"

1 1/4" 6"

4" 4"

C L

DETAIL

1/2"

3" 1/2"

7H2 7J1

7D4 1/2"

8H2

7A1 10"

10"

7A1 7B1

7B1

TYPICAL SKYLIGHT STEEL MEMBER, REFER STRUCTURAL DRAWINGS. SEE PLANS FOR FINISH DESIGNATION

C L

SECTION DETAIL SECTION DETAIL 8 SCALE: 1 1/2" = 1'-0"

SCALE: 1 1/2" = 1'-0"

SECTION DETAIL SECTION DETAIL 6 SCALE: 1 1/2" = 1'-0"

REF DRAWING: 3/ A0493

DAVIT SUPPORT PLATE. REFER TO FACADE MAINTENANCE DRAWINGS FOR LOCATIONS GASKET

TYPICAL SKYLIGHT STEEL MEMBER, REFER STRUCTURAL DRAWINGS. SEE PLANS FOR FINISH DESIGNATION

C L

SCALE: 1 1/2" = 1'-0"

REF DRAWING: 2/ A0493

SECTION DETAIL SECTION DETAIL 3 SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0"

REF DRAWING: 1/ A0430

C 8G1

8G1

CONCRETE CURB BELOW

7B4

VARIES

7C2

7C2 7J1

7J1

5A4

MIN

7A2

STEEL STRUCTURAL GUTTER

EL 211.00'

7B4

1/2"

TRUSS SEE STRUCTURAL DWGS FOR SIZING 1/2"

A0494

5D1

LATERAL LOAD CONNECTION TO TRUSS

1/2"

7B4

5D1

7B4

1/2

7J1

1/2"

7J1

7A1

LT08A/LT08B

1/2"

7H2

7H2 7D4

7D4 EL 211.00'

5D1

STEEL STRUCTURAL GUTTER

5E5

7A1

7A2

1' - 0"

EL 212.08'

EL 212.08' T.O. STEEL

5D2

INSULATION

9A3

GUTTER LINER

5D1

5D1 5A4

GUTTER

7A1 5D2

COPING BELOW

LATERAL LOAD CONNECTION TO TRUSS TRUSS SEE STRUCTURAL DWGS FOR SIZING

8G1

6" 1 1/4"

SECTION DETAIL SECTION DETAIL 5 SCALE: 1 1/2" = 1'-0"

REF DRAWING: 1/ A0482

REF DRAWING: 1/ A0490

1/2"

BTM. CHORD OF 9A3 TRUSS BEYOND

5D2

9A3

5D1

MFR STANDARD EDGE PROTECTION

DETAIL

1' - 10"

7B3

SKYLIGHT BAFFLES

7D3

C L

7H2 7J1

7B3

7E3

7H2 7J1 7E3

7D3

1/2

1/2"

CURB BELOW PENTHOUSE 203.37'

C L

1' - 7 1/2"

7E4 7D3

1/2"

MONORAIL SYSTEM TYPE 1 8H1

CURB BELOW

PENTHOUSE 203.37'

1' - 7 1/2"

C L 7" 7"

C L

1' - 6"

MONORAIL SYSTEM TYPE 1

C L

7D3

6D3

C L

OX, ALL RFACES 1d (TYP)

8H1

PENTHOUSE 203.37'

C L

AT WEST WALL, TYP. PENTHOUSE 203.37'

SHADOW BOX, ALL METAL SURFACES PAINTED PT-01d (TYP)

MONORAIL SYSTEM TYPE 1

1' - 3"

1' - 3" AT WEST WALL, TYP.

10"

8G1

F.O. GLASS

SKYLIGHT BAFFLE

F.O. GLASS

SKYLIGHT BAFFLES

C L

EL 205.20'

9A3

MFR STANDARD EDGE PROTECTION

EL 205.20'

1' - 10"

8H1

TYP.

(EXTERIOR)

7B4

7E4

A0494

9A3

TYP.

1 1/4" 6"

7B1 5D2 5D1

7B4

4" 9A3

7B1

EL 205.20' T.O. CURB

BTM. CHORD OF TRUSS BEYOND

REF DRAWING: 1/ A0490

9A3 EL 205.20' T.O. CURB

A0494

ENLARGED PLAN DETAIL ENLARGED PLAN DETAIL 2 SCALE: 1 1/2" = 1'-0"

SCALE: 1 1/2" = 1'-0"

1/2"

SCALE: 1 1/2" = 1'-0"

1/2"

DETAIL

2' - 9 5/8"

C L

7A1

7D4

DAVIT SUPPORT PLATE. REFER TO FACADE MAINTENANCE DRAWINGS FOR LOCATIONS

C L

9A3

7J1

TRUSS - REF STRUCTURAL

6' - 0"

C L

5D1

REF DRAWING: 2/ A0493

TRUSS - REF STRUCTURAL C L

9A3 1/2" 5D1

7A1

SECTION DETAIL SECTION DETAIL 7 SCALE: 1 1/2" = 1'-0"

C L

6' - 0"

C L

8" 1/2"

9A3

GASKET

C L

7H2

C L

GUTTER SUPPORT CONTINUOUS MEMBER - REF STRUCTURAL SCALE: 1 1/2" = 1'-0"

GUTTER SUPPORT CONTINUOUS MEMBER - REF STRUCTURAL C L

C L

6' - 0"

C L

7A2

9A3

MONORAIL SYSTEM TYPE 1

C L

VARIES

C L

7J1 7A2

7A2

WATERPROOFING

C L

HIGH POINT / LOW POINT AT BOTTOM SURFACE OF GUTTER. REF. 1 / A0491 FOR LOCATIONS

HIGH POINT / LOW POINT AT BOTTOM 8 3/4" SURFACE OF GUTTER. REF. 1 / A0491 FOR LOCATIONS

PIPE BEYOND, REF STRUCTURAL

7J1 7A2

MTL-30: PERFORATED ALUMINUM SCREEN WELDED TO BOTTOM PLATE, PT-06D

5D1

STEEL PLATE WELDED CONTINUOUSLY AT 5' O.C., REF STRUCTURAL

1' - 6"

2' - 9 5/8"

1 1/4"

TRUSS, REF STRUCTURAL

8H2

5D1 PRESSURE PLATE AND CAP BEYOND 8 3/4"

PRESSURE PLATE AND CAP BEYOND

MTL-30: PERFORATED ALUMINUM SCREEN WELDED TO BOTTOM PLATE, PT-06D

EL 213.15' LOW POINT OF GLAZING

8H2

MECHANICALLY FASTENED ALUMINUM ANGLES

9' - 4"

SKYLIGHT SYSTEM

TRUSS, REF STRUCTURAL

C L

8 1/4"

EL 213.15' LOW POINT OF GLAZING

MECHANICALLY FASTENED ALUMINUM ANGLES

WIRE SUSPENSION FROM TRUSS ABOVE. GAUGE, SPACING AND FASTENING IS DELEGATED DESIGN BY SCREEN MANUFACTURER

9' - 4"

SIM

CONTINUOUS CUSTOM GUTTER BODY WITH INTEGRAL WATERPROOFING. SEE PLANS FOR OVERFLOW ONTO ROOF.

CONTINUOUS CUSTOM GUTTER BODY WITH INTEGRAL WATERPROOFING. SEE PLANS 8 1/4" FOR OVERFLOW ONTO ROOF.

EL 213.15' T.O. GRATE

1' - 10"

EL 213.15' T.O. GRATE

A0494

VARIES

A0494

PRESSURE PLATE AND CAP BEYOND

CONTINUOUS GALVANIZED STEEL WALKWAY/GRATE (MAN LOAD RATED)

1' - 10"

PENTHOUSE PLATFORM 214.66' GLAZING CAP. FINISH TO MATCH MULLION

GLAZING CAP. FINISH TO MATCH MULLION

WIRE SUSPENSION FROM TRUSS ABOVE. GAUGE, SPACING AND FASTENING IS DELEGATED DESIGN BY SCREEN MANUFACTURER

PENTHOUSE PLATFORM 214.66'

STEEL PLATE AT 5' O.C., REF STRUCTURAL DRAWINGS BAFFLE BEYOND

MONORAIL SYSTEM TYPE 1

STEEL PLATE AT 5' O.C., REF STRUCTURAL DRAWINGS

PROVIDE TIGHT AND NEAT CUT AT PENETRATRION THROUGH SPANDREL WOOD FINISH, CAULK AT JOINT. LOCATE APPX AT MIDPOINT OF CURTAINWALL MODULE.

BAFFLE BEYOND

STEEL PLATE AT 5' O.C., REF STRUCTURAL DRAWINGS PROVIDE TIGHT AND NEAT CUT AT PENETRATRION THROUGH SPANDREL WOOD FINISH, CAULK AT JOINT. LOCATE APPX AT MIDPOINT OF CURTAINWALL MODULE.

CONTINUOUS FIRE SAFING

SECTION DETAIL SECTION DETAIL 4 SCALE: 1 1/2" = 1'-0"

SCALE: 1 1/2" = 1'-0"

REF DRAWING: 1/ A0482

5D1

7A1 7C2 5D1

8G1

7A1 7C2

CONTINUOUS FIRE SAFING

REF DRAWING: 1/ A0482

ENLARGED PLAN DETAIL ENLARGED PLAN DETAIL 1 SCALE: 1 1/2" = 1'-0"

SCALE: 1 1/2" = 1'-0"

REF DRAWING: 1/ A0490

Above>Below///Skylight glass & gutter connection to structure details///Early physical model studies of skylight design Right///Skylight details connection to parapet 26

REF DRAWING: 1/ A0490

11 7E3

CONCRETE CURB BELOW

7E3 7B4

2" 5D1

STEEL STRUCTURAL GUTTER

1/2"

1' - 6" C L

C L

1/2"

REF DRAWING: 1/ A0482

1/2"

2" 1' - 10"

A0494BAFFLES SKYLIGHT TYP.

FFLE BEYOND

7J1

7B3

7E3

8" X 8" STEEL POST. EDGE OF SLAB REF STRUCTURAL

1/2"

CONTINUOUS FIRE SAFING TYPICAL SKYLIGHT STEEL CONCRETE CURB MEMBER, REFER STRUCTURAL DRAWINGS. EDGE OF SLAB SEE PLANS FOR FINISH DESIGNATION

C L

1/2"

CONCRETE CURB

C L CURB BELOW

SECTION DETAIL

SCALE: 1 1/2" = 1'-0"

SECTION DETAIL SCALE: 1 1/2" = 1'-0"

REF DRAWING: 2/ A0493

SECTION DETAIL

7C2

SCALE: 1 1/2" = 1'-0"

5D1

REF DRAWING: 3/ A0493

7A1

SECTION DETAIL SCALE: 1 1/2" = 1'-0"

REF DRAWING: 2/ A0493

7C2 CONTINUOUS FIRE SAFING

5D1

8G1 VARIES

SECTION DETAIL

8G1

SCALE: 1 1/2" = 1'-0"

7J1

REF DRAWING: 1/ A0482

SECTION DETAIL SCALE: 1 1/2" = 1'-0"

VARIES

8G1

REF DRAWING: 1/ A0482

5A4

5D1

ENLARGED PLAN DETAIL EL 212.08' T.O. STEEL

STEEL STRUCTURAL GUTTER GUTTER

MIN

7J1 7A1 5D2

GUTTER LINER

7A2

1' - 0"

GUTTER LINER INSULATION 7D4

5E5 5D1 5A4

GUTTER

INSULATION

SCALE: 1 1/2" = 1'-0"

REF DRAWING: 1/ A0490

9A3

EL 212.08'

ENLARGED PLAN DETAIL SCALE: 1 1/2" = 1'-0"

REF DRAWING: 1/ A0490

7A1 5D2

1/2"

C L

7H2

7D3

7A1

CONTINUOUS FIRE SAFING

8" SKYLIGHT TRUSS, DAVIT SUPPORT PLATE. REF TO STRUCTURAL REFER FACADE 8G1 MAINTENANCE DRAWINGS FOR LOCATIONS TYPICAL SKYLIGHT STEEL SKYLIGHT TRUSS, MEMBER, REFER GASKET 8" X 8" STEEL POST. STRUCTURAL DRAWINGS. REF STRUCTURAL REF STRUCTURAL SEE PLANS FOR FINISH DESIGNATION CONTINUOUS FIRE SAFING

(ATRIUM INTERIOR)

REF DRAWING: 3/ A0493

PROVIDE TIGHT AND NEAT CUT AT PENETRATRION THROUGH STEEL PLATE AT 5' O.C., SPANDREL WOOD FINISH, REF STRUCTURAL CAULK AT JOINT. LOCATEDRAWINGS APPX AT MIDPOINT OF PROVIDE TIGHT AND NEAT CUT CURTAINWALL MODULE. AT PENETRATRION THROUGH SPANDREL WOOD FINISH, CAULK AT JOINT. LOCATE APPX AT MIDPOINT OF CURTAINWALL MODULE.

REF DRAWING: 3/ A0493

GASKET 8G1

7J1 7E3CL

SECTION DETAIL SCALE: 1 1/2" = 1'-0"

(ATRIUM INTERIOR)

7H2

7E4

PENTHOUSE 203.37'

1' - 7 1/2"

DAVIT SUPPORT PLATE. REFER TO FACADE MAINTENANCE DRAWINGS FOR LOCATIONS

1 1/4" 6"

MFR STANDARD EDGE PROTECTION

PENTHOUSE 203.37'

C L

REF DRAWING: 2/ A0493

(EXTERIOR)

C L CURB BELOW

8H1

SECTION DETAIL SCALE: 1 1/2" = 1'-0"

TRUSS - REF STRUCTURAL

C L

7D3

C STEEL PLATE AT 5' O.C., L REF STRUCTURAL DRAWINGS

T 5' O.C., REF DRAWINGS

(EXTERIOR)

C L

6D3

MEMBER - REF STRUCTURAL 4" 6"

C L

7D3

C L

WATERPROOFING TRUSS - REF STRUCTURAL

1/2"

SCALE: 1 1/2" = 1'-0"

REF DRAWING: 3/ A0493

7B1

7B3

SECTION DETAIL

YSTEM TYPE 1

EL 212.08' T.O. STEEL

9A3 EL 211.00'

7A2 7A1

1' - 0" LT08A/LT08B

EL 212.08'

STEEL 7B4 STRUCTURAL GUTTER

MIN

7B4 5E5

5D1 7D4 7A1 LATERAL LOAD CONNECTION TO TRUSS 7B4 TRUSS SEE STRUCTURAL DWGS FOR SIZING 7B4

EL 211.00' LT08A/LT08B 8" 1/2"

2" 1/2" 1/2"

1/2"

5D1

LATERAL LOAD CONNECTION TO TRUSS 8" 1/2"

TRUSS SEE STRUCTURAL DWGS FOR SIZING

2" 1/2"

SECTION DETAIL

SCALE: 1 1/2" = 1'-0"

1/2"

SECTION DETAIL REF DRAWING: 1/ A0482

SECTION DETAIL

1/2"

SCALE: 1 1/2" = 1'-0"

1/2"

C 9A3 7B1

SCALE: 1 1/2" = 1'-0"

REF DRAWING: 1/ A0482

REF DRAWING: 2/ A0493

SCALE: 1 1/2" = 1'-0"

REF DRAWING: 2/ A0493

EL 205.20' T.O. CURB

5D2

9A3 1/2"

1/2"

5D1

BTM. CHORD OF TRUSS BEYOND

EL 205.20' T.O. CURB

A0494 BTM. CHORD OF TRUSS BEYOND TYP.

9A3 9A3

7D3 7B4 7B3 STANDARD MFR EDGE PROTECTION 7D3

STEEL PLATE AT 5' O.C., REF STRUCTURAL DRAWINGS BAFFLE BEYOND

STEEL PLATE AT 5' O.C., REF STRUCTURAL DRAWINGS

SCALE: 1 1/2" = 1'-0"

PROVIDE TIGHT AND NEAT CUT AT PENETRATRION THROUGH 8G1 SPANDREL WOOD FINISH, CAULK AT JOINT. LOCATE APPX AT MIDPOINT OF CURTAINWALL MODULE.

REF DRAWING: 4/ A0430

SECTION DETAIL SCALE: 1 1/2" = 1'-0"

REF DRAWING: 1/ A0482

8G1

SECTION DETAIL SCALE: 1 1/2" = 1'-0"

REF DRAWING: 4/ A0430

SECTION DETAIL SCALE: 1 1/2" = 1'-0"

REF DRAWING: 1/ A0482

F.O. GLASS

2" 7"

PENTHOUSE 203.37'

C L

STEEL PLATE AT6D3 5' O.C., REF STRUCTURAL DRAWINGS 1' - 7 1/2" PROVIDE TIGHT AND NEAT CUT C L AT PENETRATRION THROUGH SPANDREL WOOD FINISH, CAULK AT JOINT. LOCATE APPX AT MIDPOINT OF CURTAINWALL MODULE. STEEL PLATE AT 5' O.C., REF STRUCTURAL DRAWINGS

6" C L

7B3 7D3 PENTHOUSE 203.37'

8H1

PENTHOUSE 203.37' MONORAIL SYSTEM TYPE 1

BAFFLE BEYOND

SECTION DETAIL

1' - 7 1/2" MONORAIL SYSTEM TYPE 1

1' - 3"

MONORAIL SYSTEM TYPE 1

C L

AT WEST WALL, TYP.

C L SHADOW BOX, ALL METAL SURFACES PAINTED PT-01d (TYP)

C L

7E4 7D3

6D3SKYLIGHT BAFFLES

C L 7"

1' - 6" 10"

SKYLIGHT BAFFLE

8G1

C L

1' - 6"

8H1

PENTHOUSE 203.37'

EL 205.20'

1' -1"10"

SYSTEM TYPE 1

1' - 3" AT WEST WALL, TYP.

C L

9A3

7B1 5D2 7E4

F.O. GLASS

8G1 8H1

A0494 TYP. MONORAIL

10"

SKYLIGHT BAFFLE

7B4 MFR STANDARD 9A3 PROTECTION EDGE

5D1

SKYLIGHT BAFFLES C L

SHADOW BOX, ALL METAL SURFACES PAINTED PT-01d (TYP)

EL 205.20'

2" 1' 1" - 10"

8H1

ONORAIL SYSTEM TYPE 1 ND EL PLATE AT 5' O.C., REF RUCTURAL DRAWINGS

1' - 7 1/2"

MONORAIL SYSTEM TYPE 1

C L

EL 205.20'

1' - 10"

F.O. GLASS

6D3

9A3

7B4

C L

8H1

5D1

7E4

9A3

SKYLIGHT BAFFLES MONORAIL C L 1 SYSTEM TYPE

7B1

SECTION DETAIL SCALE: 1 1/2" = 1'-0"

REF DRAWING: 2/ A0493

C L ENLARGED PLAN DETAIL GUTTER SUPPORT CONTINUOUS 1 1/4"

SCALE: 1 1/2" = 1'-0"

5D2

EL 205.20'

C L

F.O. GLASS

PENTHOUSE 203.37'

9A3

C L

8 3/4" ENLARGED PLAN DETAIL

C L

MONORAIL 2" 1 SYSTEM TYPE 1/2"

HIGH POINT / LOW POINT 1 1/4" AT BOTTOM SURFACE OF GUTTER. REF. 1 / A0491 FOR LOCATIONS

SCALE: 1 1/2" = 1'-0"

5D2 MFR STANDARD EDGE PROTECTION 5D1

GUTTER SUPPORT CONTINUOUS 4" STRUCTURAL6" MEMBER - REF

C L

REF DRAWING: 1/ A0490

EL 205.20' T.O. CURB

9A3

TYP.

C L

REF DRAWING: 1/ A0490

2" PIPE BEYOND, REF STRUCTURAL

C L

9A3

BTM. CHORD OF TRUSS BEYOND

A0494

USE 3.37'

1 1/4" WATERPROOFING

STRUCTURAL

MTL-30: PERFORATED ALUMINUM SCREEN WELDED TO BOTTOM PLATE, PT-06D

C L BTM. CHORD OF TRUSS BEYOND

6' - 0"

1/2"

EL 205.20' T.O. CURB

8G1

8” XFASTENED 8"8”XSTEEL 8" STEEL POST, REF STRU MECHANICALLY POST, REF ALUMINUM ANGLES 3"

1/2"

C L

6' - 0"

C L

8 3/4"

EL 213.15' LOW POINT OF GLAZING

PRESSURE PLATE AND CAP BEYOND

TRUSS, REF STRUCTURAL MONORAIL SYSTEM TYPE 1 STEEL PLATE WELDED CONTINUOUSLY AT 5' O.C., REF STRUCTURAL

C L

SECTION DETAIL SCALE: 1 1/2" = 1'-0"

8 1/4"

1/2"

STEEL PLATE WELDED 1/2" 2" CONTINUOUSLY AT 5' O.C., REF STRUCTURAL PIPE BEYOND, REF SKYLIGHT SYSTEM STRUCTURAL

C L

REF DRAWING: 1/ A0482

TRUSS SEE STRUCTURAL DWGS FOR SIZING

CONTINUOUS CUSTOM GUTTER BODY WITH INTEGRAL WATERPROOFING. SEE POINT PLANS HIGH POINT / LOW FORATOVERFLOW ONTO ROOF. BOTTOM SURFACE OF GUTTER. REF. 1 / A0491 4"FOR LOCATIONS 6"

COPING BELOW 8G1

EL 213.15' T.O. GRATE PRESSURE PLATE AND CAP BEYOND

1 1/4"

1' - 6"

COPING BELOW EL 213.15' LOW POINT OF CONTINUOUS GALVANIZED GLAZING STEEL WALKWAY/GRATE (MAN LOAD RATED)

2' - 9 5/8"

TRUSS, REF STRUCTURAL

CONTINUOUS FIRE SAFING MECHANICALLY FASTENED ALUMINUM ANGLES

CONCRETE CURB MTL-30: PERFORATED WIRE SUSPENSION FROM CONTINUOUS ALUMINUM WELDED TRUSS ABOVE. GAUGE, 8" X 8"SCREEN STEEL POST, REF STRUCTURAL CONTINUOUS FIRE SAFING FIRE SAFING TO BOTTOM PLATE, PT-06D SPACING AND FASTENING IS DELEGATED DESIGN BY CONCRETE SCREEN MANUFACTURER CONCRETE CURB CURB

1/2"

SIM

TRUSS SEE STRUCTURAL DWGS FOR SIZING LATERAL LOAD CONNECTION TO TRUSS

SKYLIGHT SYSTEM 2"

8 1/4"

1/2"

1 1/4"

PRESSURE PLATE AND CAP BEYOND 8" 1/2" 1/2"

CONTINUOUS CUSTOM GUTTER BODY WITH INTEGRAL A0494 WATERPROOFING. SEE PLANS FOR OVERFLOW ONTO ROOF. PENTHOUSE PLATFORM 214.66'

1/2"

7B4 LATERAL LOAD CONNECTION TO TRUSS 5D1

GLAZING CAP. FINISH TO MATCH MULLION

SECTION DETAIL SCALE: 1 1/2" = 1'-0"

7B4

WIRE SUSPENSION FROM TRUSS ABOVE. GAUGE, SPACING AND FASTENING IS DELEGATED DESIGN BY SCREEN MANUFACTURER

EL 213.15' T.O. GRATE

5D1

CONTINUOUS GALVANIZED STEEL WALKWAY/GRATE (MAN LOAD RATED)

SIM

A0494

7A1

A0494

7D4

7B4

2' - 9 5/8"

LT08A/LT08B

7B4

VARIES

GLAZING CAP. FINISH TO MATCH MULLION PRESSURE PLATE AND CAP BEYOND

VARIES

LT08A/LT08B

EL 211.00'

8" PENTHOUSE PLATFORM 214.66' 1/2"

7J1 A0494

6' - 0"

5E5

1/2" 2"

7H2

7A1

8 1/4"

7J1

7D4

7H2

1' - 10"

MIN

EL 211.00'

8 1/4"

7A1

7A2

1' - 0"

8 1/4"

EL 212.08' T.O. STEEL

9A3

1' - 10"

MIN

5D2

5D1

INSULATION STEEL STRUCTURAL GUTTER

1/2"

5D1

7A1

7A2 GUTTER LINER

1' - 0"

EL 212.08' T.O. STEEL

INSULATION GUTTER

7J1 7A1 5D2

6' - 0"

7C2

5D2

1/2"

GUTTER LINER

8 1/4"

GUTTER

1 2

1/2"

7B4

1/2"

CONCRETE CURB BELOW 7C2

1/2"

CONTINUOUS FIRE SAFING

BOSTON BACK BAY SOUTH END GATEWAY PROJECT OFFICE TOWER Pelli Clarke Pelli Architects///2012-2019///Project///In Documentation

The Boston Back Bay South End Gateway Project office tower is an exciting change for a prime area of Boston in need of improvement. The new tower reaches around 400ft and has a gross square foot of nearly 1,000,000. This square footage will be able to accommodate a wide range of program including office, retail, amenity, parking, and a new connector concourse from Stuart Street to Back Bay Station. This concourse will offer thousands of travelers each day more direct access into the station for people arriving from the North and East and vice versa. Terrazzo was selected as the finish for the concourse in order to meet durability and light weight requirements due to suspending over existing railways and highways below the building. After exploring many design 6

variations, an asymmetrical appearance in color and texture was chosen to break up the length of the concourse. Without the ability to have storefronts for retail on one side due to a private wellness club this was a key factor. This asymmetry of a gradating terrazzo from black to white allowed for a perfect backdrop to project moving images on during active hours. The concourse ceiling plays off of the terrazzo floor’s inlay of white marble fragments. These floating luminescent modules can be seen as a larger scale of the floor below. Mimicing the translucent quality of the marble, the ceiling modules show off their delicate structures behind their membrane when lit to enhance their weightlessness.

50' - 0"

30' - 0"

35' - 0"

42' - 6"

A-201

1 A-710

SITE BOUNDARY LINE

A GA

43' - 8"

ESCALATOR OPEN TO BELOW

1 A-750

113

EL116

EMER ELEC RM

STAIR E STE-01

104

103

100

40' - 8"

102

IDF RM

SHUTTLE LOBBY

A-751

ELEC RM

104

FDC LOCATION REFER TO 'FP' SERIES

GA1

LOW-RISE LOBBY

HIGH-RISE LOBBY

1066

1065

STA-01B

101

108

STA-01

110.1 BOH

111

1 A-740

110

109

110.2

14' - 11"

18' - 0"

DASHED LINE INDICATES SOFFIT/GARAGE SCREEN ABOVE

111

BOH

STAIR A

114

40 THICK DASH LINE TRINITY INDICATES 2HR CONNECTOR EXPANSION JOINT

44' - 2"

114

1 A-730

GC 116

GC1

4' - 0"

C.9 D

RETAIL #4 116

1 A-731

DIAGONAL HATCH WITHIN DASHED LINE BOUNDARY INDICATES REDUCED CLEAR HEIGHT ZONE BELOW EXISTING GARAGE

PROPOSED AMENITY 109

T.O.FF 33' - 0" T.O.SL 32' - 11" STUART STREET CONNECTOR

ADA LIFT

112

28' - 0"

E120

STC-01

DASHED LINE INDICATES PROPOSED PARTITION LOCATION; CONFIRM W. OWNER

RETAIL #2 VESTIBULE

E121

120

117.1 STAIR C

GARAGE LOBBY

117

STC-01

RETAIL #2

117.2

SLOPE DN 1" / 12" (1:12)

1 A-760

118

121

GENERATOR ROOM

B SLOPE DN 1/2" / 12" (1:20)

FAN ROOM

STAIR G STG-01

BIKE ROOM (150 SPACES)

VENT 42

118

THICK DASH LINE INDICATES 2HR EXPANSION JOINT DASHED LINE INDICATES OPTIONAL SERVICE CORRIDOR TO BE CONFIRMED W. OWNER

7' -

FACADE MAINTENANCE PLATFORM W. 42" HIGH PERIMETER GUARDRAIL

T.O.Grate 31' - 0"

1 A-23 1

T.O.FF 31' - 1" T.O.SL 31' - 0"

119.1

119.2

STUART STREET CONNECTOR APPENDIX

BACK BAY STATION

119

X.EL 29' - 2"

ORIGINAL SHEET - ARCH E1

G01 G02 4/8/2019 4:34:21 PM

A-101

G03

G4'

FLOOR PLAN - LEVEL 1 3/32" = 1'-0"

Left>Right///Level 1 Concourse plan above lobby & street level///View from Dartmouth Street 30

1 A-770

E119

G10

G10.5

G11

T.O.FF 40 TRINITY (VIF) 37' - 2"

SLOPE DN 1" / 12" (1:12)

101

110' - 1"

48' - 2"

113

FSAE LOBBY

T.O.FF 33' - 0" T.O.SL 32' 32'- -11" 6"

STA-01A

LANDSCAPED AREA SEE 'L' SERIES

115.2

SLOPE DN 1/2" / 12" (1:20)

115

TB 102

LEVEL 1 AMENITY LOBBY

TRINITY BRIDGE

115.1

A-204

T.O.SL 32' - 11"

RETAIL #3

A-202

OPEN TO BELOW OPEN TO BELOW

G11.3

G11.6

G12

EXISTING GARAGE

BA CK Y BA IO AT ST N

IO TAT

YS BA

TIN

XIS

O AT EV

G RA

AIR ST

ITY

L EL

W IL TA

IO TAT

BIK

IL TA

ITY

O AT EV

A AR

AIR ST

YS BA

W IL TA

Above>Below///Site diagram///Concourse relationship to existing garage///Concourse relationship to Back Bay Station, 40 Trinity, & the existing garage Right Above>Below///Concourse section looking north///Terrazzo mock-up sample and section detail///Concourse gradient study of white marble in black terrazzo floor 32

ALIGN

Boston, MA 022 Tel: (617) 234-31 www.stantec.c

50. CMU wall 51. Steel angle 52. Termination trim; to match metal mesh

Consultant

STUART STREET CONNECTOR

LEVEL 3 55' - 0"

112

5 A-854

Key Plan

U/S CEILING 49' - 0"

MP-26

18' - 0"

G7 EXISTING GARAGE STRUCTURE

MTL-12

SECTION STAINLESS STEEL METAL PANEL CEILING TO WALL TRANSITION (TYP) (REF: A-734) 601B

MTL-13

MP-12

2 A-854

13' - 6"

MP-26

1 A-854

REVEAL

3 A-854

LEVEL 2 45' - 0"

STUART STREET CONNECTOR

3' - 0"

4 A-854

A-852

MP-30

MP-12

1 1/2" = 1'-0"

Notes

TRINITY BRIDGE CONNECTOR

SF-01

U/S CEILING 42' - 0"

SF-01

9' - 0"

U/S CEILING 46' - 6"

CLG-01

6" 2' - 0"

MP-26

DARTMOUTH STREET

A-850

MTL-12

GL-32

01A

GL-32

ST-22

2 A-852

LEVEL 1 33' - 0"

TERRAZZO FINISH ENDS

NORTH ELEVATION - TRINITY BRIDGE CORRIDOR (REF: A-710)

A-742

1/4" = 1'-0"

A-742

NO CO (R

1/4"

2' - 0"

5 in

4 3/8 in

LEVEL 3 55' - 0"

3 1/2 in

4 1/2 in

5 1/2 in

2 5/8 in

VARIES

1 3/4 in

3 in

U/S CEILING 49' - 0"

2' - 0"

5 in

1 MP-12

SF-01

6" 6 in

MTL-12

-0

Issued/Revi

Permit/Seal

WHITE MARBLE

EQ 3 in

5 EQUAL PANELS 10

4 1/2 in

DESIGN DEVELOPM 85% DESIGN DEVE MDOT SD/30% SUB SCHEMATIC DESIG

STUART STREET CONNECTOR

7 TERRAZZO FIELD FILL

3 1/2 in

4 3/8 in

5/ 8"

CLG-01

ALIGN

9' - 0"

-8 "

2 5/8 in 1 3/4 in

LEVEL 1 33' - 0"

U/S CEILING 46' - 6"

MP-26

3 5 1/2 in

3 in

MP-12 9

SF-01

LEVEL 1 33' - 0"

MTL-12

3 in

3 3"

U/S CEILING 42' - 0"

REVEAL

EXISTING GARAGE STRUCTURE

13' - 6"

LEVEL 2 45' - 0"

6 in

3 in

3/8 in

6" 2' - 0"

SEE STUART STREET CONNECTOR RCP *Intent to give range of size and keep trapezoid profile

LEVEL 1 33' - 0"

STUART STREET CONNECTOR

RETAIL

112

SO CO Scale (R 2 Project No.

3 in

LEVEL 2 45' - 0"

SOUTH ELEVATION - TRINITY BRIDGE CORRIDOR (REF: A-710)

Ref P-37///01A

A-742

1/4" = 1'-0"

TO TRINITY PLACE

TERRAZZO - SECTION WALL TO FLOOR TRANSITION (TYP) (REF: A-734)

A-742

LEVEL 33" = 1'-0" A-852 55' - 0"

C 1

A-852

SECTION OF TERRAZZO - GLASS TRANSITION AT RETAIL STOREFRONT (REF: A-735)

LEVEL 3 55' - 0"

1 1/2" = 1'-0"

TO BACK BAY STATION

8' - 8 3/4"

SEE SCHEDULE

CW-09

RETAIL

LEVEL 2 45' - 0"

EXISTING GARAGE STRUCTURE ABOVE

U/S CEILING 42' - 0"

EXISTING GARAGE STRUCTURE ABOVE

U/S CEILING 42' - 0"

GARAGE ELEVATORS GL-32

1" / 12" (1:12)

3' - 0"

ST-25 3' - 3"

115.1

METAL PANEL JOINT TO MATCH EXTERIOR

TO STUART STREET CONNECTOR

9' - 0"

T.O.FF 35' - 3"

LEVEL 1 33' - 0"

7 A-854

9' - 0"

9' - 0" DOOR

13' - 9"

MP-01

2' - 3"

STUART STREET

MTL-13

MP-01

3' - 0"

7' - 0"

RETAIL ST-25

MP-30

16' - 0"

LEVEL 2 45' - 0"

ST-25

3' - 0"

AREVEAL

BIKE ROOM

U/S CEILING 49' - 0"

TO EXISTING GARAGE

MP-13

TO TRINITY PLACE

4' - 9"

REVEAL

1/4"

INTERIO STUART CONNE

LEVEL 1 33' - 0"

27' - 0" RAMP GUARDRAIL (SHOWN HIDDEN FOR CLARITY): 5 EQUAL PANELS

6 A-854

4/10/2019 4:35:08 PM

ORIGINAL SHEET - ARCH E1

WELLNESS CENTER

EAST ELEVATION - TRINITY BRIDGE CORRIDOR (REF: A-740) 1/4" = 1'-0"

STAIR

A-742

WEST ELEVATION - TRINITY BRID 1/4" = 1'-0"

4/8/2019 11:11:02 PM

A-730

C.9

SEE 1 / A-702 110

BOH

15' - 9 3/4" 3' - 0"

18' - 0" AFF

MP-26

109

PROPOSED AMENITY

MEP-01A

MEP

20' - 0" AFF

MP-26

4' - 2 1/4"

5' - 11 1/2"

16' - 0" AFF

CLG-01

SEE 2 / A-731

112

STUART STREET CONNECTOR

16' - 0" AFF

L112

STUART STREET CONNECTOR LOBBY

SITE BOUNDARY LINE

30' - 0"

13' - 6" AFF

3' - 0"

MP-26

7' - 11 3/4"

MP-26

13' - 6" AFF

MP-26

TYP

3' - 0"

113

RETAIL #3

113

RETAIL #3

ENLARGED RCP - STUART STREET CONNECTOR (REF: A-201) 3/16" = 1'-0"

SEE 1 / A-711

ORIGINAL SHEET - ARCH E1

TYP 10' - 0" 13' - 7 3/4"

10' - 0"

Above>Below///Concourse RCP of luminescent modules that play off the scale of white marble fragments in the black terrazzo floor///Views through concourse looking south with & without projections

SEE 1 / A-740

114

40 TRINITY CONNECTOR

A-731

GC GC1

MP-26

18' - 0" AFF

112

STUART STREET CONNECTOR

CLG-01

16' - 0" AFF

SEE 2 / A-730

13' - 6 1/4"

5' - 1 1/4"

119.2

117.1

STG-01

STAIR G

11' - 0"

AFF

117

GARAGE LOBBY

MP-10

18' - 0" AFF

MP-26

8' - 1"

119.1

MP-26

ENLARGED RCP - STUART STREET CONNECTOR (cont'd) (REF: A-201) 3/16" = 1'-0"

109

PROPOSED AMENITY

STC-01

6' - 7 1/2"

-77 0 /A E2 SE

ORIGINAL SHEET - ARCH E1 4/8/2019 11:11:08 PM

SEE 2 / A-760

BAC GA

G C O Client

Design A

CW-08

INTERIOR MATERIALS GLAZING GL-40 LOW IRON CORLOR PRINTED LAMINATED GLAZING W. PVB INTERLAYER; TRANSLUCENT FULL FRIT/ETCH ON OUTER OR INTERLAYER

CLG-01

ST-23 17

A-850 0 MTL-13

MITERED JOINT (TYP)

CW-06

LEVEL 3 55' - 0"

MTL-12 EQ

2' - 0"

MP-24

SEE 1 / A-735

12' - 0"

MTL-12

CW-05

14' - 0"

20' - 0"

C ST-23

Architec

Stantec Arc 311 Summe Boston, MA Tel: (617) 23 www.stante

Consulta

MISCELLANEOUS GW-01 REAR IRRIGATED GREEN WALL SYSTEM; LIVE WALL OR SIMILAR APPROVED; PROVIDE GROWING LIGHTS UNO. STONE ST-40 LARGE FORMAT CERAMIC TILE (NEOLITH, LAMINAM OR APPROVED SIMILAR); 1/4in THICK; FINISH TBD; PROVIDE LEVEL SURFACE & ADHESIVE PER MANUFACTURER ST-41 LARGE FORMAT CERAMIC TILE (NEOLITH, LAMINAM OR APPROVED SIMILAR); 1/4in THICK; FINISH TBD; PROVIDE LEVEL SURFACE & ADHESIVE PER MANUFACTURER ST-42 LARGE FORMAT CERAMIC TILE (NEOLITH, LAMINAM OR APPROVED SIMILAR); 1/8in THICK; FINISH TBD; STAINLESS STEEL TRIM AT ALL JOINTS MP-12 SIMILAR); 1/8in FORMAT CERAMIC TILE (NEOLITH, LAMINAM OR APPROVED SF-01 ST-44 LARGE ST-24 THICK; FINISH TBD; STAINLESS STEEL TRIM AT ALL JOINTS

9' - 0"

3' - 0"

2' - 0"

SF-01

U/S CEILING 49' - 0"

31' - 0"

3' - 6"

10 A-850

METAL MP-10 CUSTOM PERFORATED METAL CEILING PANEL ON ACOUSTICAL CORE, 2-COAT CUSTOM COLOR FINISH ALT-01: MICRO-PERFORATED WOOD VENEER ON ACOUSTICAL CORE MATERIAL MP-12 CUSTOM PERFORATED METAL CEILING PANEL ON ACOUSTICAL CORE, 2-COAT CUSTOM COLOR FINISH MP-13 CUSTOM PERFORATED METAL CEILING PANEL ON ACOUSTICAL CORE, 2-COAT CUSTOM COLOR FINISH MP-20 METAL PANEL, 2-COAT CUSTOM COLOR FINISH ALT-01: 100% RECYCLED COPPER PANEL ON ACOUSTICAL CORE, PRE-PATINATED FINISH ALT-02: GKD MESH ON ACOUSTICAL CORE ALT-03: FULL HEIGHT LARGE FORMAT CERAMIC; NEOLITH, LAMINAM OR SIMILAR APPROVED; 1/8in THICK MP-21 CUSTOM PERFORATED METAL CEILING PANEL ON ACOUSTICAL CORE, 2-COAT CUSTOM COLOR FINISH ALT-01: MICRO-PERFORATED WOOD VENEER ON ACOUSTICAL CORE MATERIAL FRAMEFINISH - TO MATCH MP-20 MP-26 CUSTOM METAL TERRAZZO ENDS MTL-06 STAINLESS STEEL WALKOFF MAT MTL-10 GKD METAL FABRICS OMEGA 1500 STAINLESS STEEL MESH MTL-11 GKD METAL FABRICS OMEGA 1500 STAINLESS STEEL MESH

Pelli Clarke 322 Eighth A New York, N Tel: (212) 41 www.pcpa

MP-01

STOREFRONT SF-01 CUSTOM STAINLESS STEEL CLAD REVEAL / FRAME AT ALL INTERFACE DETAILS WITH ST-22, APPROXIMATELY 3' STAINLESS STEEL PANEL RETURN PANEL AT ALL INTERFACE CONDITIONS, BUTT GLAZED LAMINATED GLASS PANELS IN STAINLESS STEEL CHANNEL PROFILES, STAINLESS STEEL TRIM PROFILE AT BUTT GLAZED JOINTS

3' - 10"

9' - 0"

SF-01 TERRAZZO ST-21 3/8in THINSET EPOXY TERRAZZO ON TOPPING SLAB. CUSTOM CUT WHITE MARBLE INLAY ON 6in GRID - LAYOUT AS PER DRAWINGS. CUSTOM COLOR & SIZE AGGREGATES. CUSTOM COLOR FILLER. STAINLESS STEEL TRIMS & CONTROL JOINTS ST-22 3/8in THINSET EPOXY TERRAZZO ON TOPPING SLAB. CUSTOM COLOR & SIZE AGGREGATES. CUSTOM COLOR FILLER. STAINLESS STEEL TRIMS & CONTROL JOINTS ST-23 3/8in TERRAZZO ON 1/2in CEMENT BOARD. CUSTOM COLOR & SIZE AGGREGATES. CUSTOM COLOR FILLER. TO MATCH ST-21 ST-24 3/8in TERRAZZO ON 1/2in CEMENT BOARD. CUSTOM COLOR & SIZE AGGREGATES. CUSTOM COLOR FILLER. TO MATCH ST-21 ST-25 3/8in TERRAZZO ON 1/2in CEMENT BOARD. CUSTOM COLOR & SIZE AGGREGATES. CUSTOM COLOR FILLER. TO MATCH ST-21 (CONNECTOR TO GARAGE) & SIZE AGGREGATES. ST-43 3/8in THINSET EPOXY TERRAZZO. CUSTOM COLOR CUSTOM COLOR FILLER. TO MATCH ST-22

LEVEL 1 33' - 0" EXISTING DECK 30' - 9"

A-735

Notes

WOOD WD-01 WOOD FLOOR. FSC SOURCED. SPECIE & FINISH TBD. TONGUE & GROOVE JOINTS. WD-02 1/16in WOOD VENEER OVER 3/4in FSC CORE; FORMALDEHYDE FREE; TO MATCH WD-01 WD-03 CUSTOM GLULAM BEAM OVER ACOUSTICAL MAT. SPECIE & FINISH TBD WD-20 1/16in WOOD VENEER OVER 3/4in FSC CORE; FORMALDEHYDE FREE; WHITE OAK; FINISH TBD; STAINLESS STEEL TRIM AT ALL JOINTS. ALT 01: 100% RECYCLED COPPER; PRE-PATINATED FINISH WD-21 1/16in WOOD VENEER OVER 3/4in FSC CORE; FORMALDEHYDE FREE; WHITE OAK;FINISH TBD; PERIMETER LIGHT COVE ALT 01: 100% RECYCLED COPPER W. PRE-PATINATED FINISH WD-22 1/16in WOOD VENEER OVER 3/4in FSC CORE; FORMALDEHYDE FREE; WHITE OAK;FINISH TBD; PERIMETER LIGHT COVE

EAST ELEVATION - STUART STREET CONNECTOR LEV 1/4" = 1'-0"

LEVEL 3 55' - 0" TERRAZZO FINISH ENDS

U/S CEILING 49' - 0"

2' - 0"

SOFFIT LEVEL 49' - 0"

MITERED JOINT (TYP)

2' - 0"

CW-08

CLG-01

A-850

SEE 1 / A-735

0 A-850

DESIGN DEVEL 85% DESIGN D MDOT SD/30% SCHEMATIC D

A LEVEL 1 33' - 0" 6 1

14' - 0"

SF-01

ST-24 TYP 5' - 0"

TYP 3' - 0"

ST-24

SF-01

0 A-850

Issued/Re 11

ST-24

03B

Permit/Se

A-850

MTL-13 SF-01

A-735

EAST ELEVATION - STUART STREET CONNECTOR LEV

1/4" = 1'-0"

9' - 0"

MP-01 CW-05

A-858

4/8/2019 11:11:46 PM

A-850

ORIGINAL SHEET - ARCH E1

5 16' - 0"

20' - 0"

0 A-850

SEE 1 / A-722

MTL-13

31' - 0"

CW-06

12' - 0"

13' - 0"

1 9

Scale

Project N

Above>Below///Views of concourse lobby at Stuart Street///East concourse elevation at Stuart EAST ELEVATION - STUART STREET CONNECTOR LOBBY (REF: A-720) 1 Street entrance A-722 1/4" = 1'-0" Right Above>Below///Typical section details of window in above East concourse elevation/// Typical sectional relationship of suspended ceiling modules against terrazzo walls///Typical storefront & terrazzo transition in section above & plan below 36

INTERI STUAR CONN

(REF: A-722) FINISH BY TENANT

A-852

7 7/8"

(REF: A-705) 6 (REF: A-734) A-850 1 1/2" = 1'-0"

1 1/2" = 1'-0"

ALIGN

18 ALIGN

ALIGN

2 1/2"

A-850

STAIR C

STUART STREET CONNECTOR

112

A-850

L112

-8 "

3' - 0"

MEP

STREET MEP-01A CONNECTOR LOBBY

LEVEL 1 33' - 0"

L112

ALIGN

12 15

ALIGN

3 18 9

RETAIL

ALIGN

1 29 3

FINISH BY TENANT

STUART STREET CONNECTOR LOBBY

BOH

110

SLOPE DN 1/2" / 12" (1:20)

STUART STREET CONNECTOR

L112

112

STUART STREET VARIES CONNECTOR LOBBY STUART STREET CONNECTOR

2' - 6"L112

A-850

113

3" = 1'-0"

SECTION DOOR HEADER TOWAR TRANSITION SPACE (REF: A-722) STUART STREET CONNECTOR LOBBY

3" = 1'-0"

CLG-01

4 STUART STREET CONNECTOR RETAIL VESTIBULE

STUART STREET CONNECTOR LOBBY

LEVEL 2 45' - 0"

MP-25

L112

112

L112

STUART 14 STREET CONNECTOR

L112

L106

RETAIL #3

12 11

TRANSITIO SPACE

RCP

SECTION DOOR HEADER TOWAR TRANSITION SPACE (REF: A-722)

STUART STREET CONNECTOR LOBBY

RETAIL

A-851

MP-12

BOH RR L109

STOREFRONT GLASS - GLASS RETURN 14 (REF: A-730) 8

7 7/8"

L106

LEVEL 1 33' - 0"

11 18

5/ 8"

5STUART

7 7

FINISH BY TENANT

1/2"

RETAIL

STUART STREET CONNECTOR 1 LOBBY 1/2" = 1'-0"

3' - 0" TYP.

ALIGN

FLUSH DOOR - SWING20TOWARDS8 10 CONNECTOR 14 (REF: A-731) R 6

5' - 0" TYP.

LEVEL 1 33' - 0"

112

ALIGN

3' - 0"

18A-851 19

4" 7

SEE 3 / A-772

CLG-01

2 1/2"

2' - 0"

SEE

18 21

30 14

-0

STREET CONNECTOR

1 1/2" = 1'-0" STUART

17' - 11"

3 1/4"

1 1/2"

TRANSITIO SPACE

L112

ALIGN

2' - 0"

3 1/4"

STC-01

LEVEL 1 33' - 0"

TERRAZZO - GLASS TRANSITION AT RETAIL WINDOW - HEADER SECTION (REF: A-722)

STUART STREET CONNECTOR LOBBY

1 1/2" = 1'-0" Ref P-40///01

L112

LEVEL 1 33' - 0"

2 1/2"

3' - 6"

STUART STREET CONNECTOR LOBBY

TERRAZZO - GLASS TRANSITION AT RETAIL WINDOW - HEADER SECTION G8 (REF: A-722)

109

A-850

10 1/2"

3' - 6" 1 1/2"

12 40

L112

PROPOSED AMENITY

STUART STREET CONNECTOR LOBBY L112

2' - 0"

ALIGN

39 STUART STREET CONNECTOR LOBBY

TERRAZZO FINISH ENDS

RETAIL

L112

11 10 20

STUART STREET CONNECTOR LOBBY

ESCALATOR

1 1/2" = 1'-0"

15 3

20 RETAIL

A-850

SECTION AT RETAIL ENTRANCE (REF: A-705)

10 1/2"

FINISH BY TENANT

3' - 11 1/2"

1 1/2" = 1'-0"

9 G8

ESCALATOR

1 1/2" = 1'-0"

ALIGN

A-850

SF-01

BOH RR

TOF 31' - 1"

6 TERRAZZO - GLASS TERRAZZO - SECTION WALL TO FLOORTRANSITION AT RETAILRefSECTION OF TERRAZZO - GLASS TRANSITION Ref P-40//02 P-41//03A SECTION AT LEVEL 1 FASCIA METAL PANEL RETURN AT ELEVA WINDOW - SILL SECTION ELEVATION - STUART STREET STAT G7 (TYP) TRANSITION AT RETAILEAST STOREFRONT (REF: A-722) (REF: A-720) (REF: A-722) 10 8 4CONNECTOR AT STATION BRIDGE G8 (REF: A-734) A-850 1 1/2" = 1'-0" (REF: A-735) 2 1 A-850 1 1/2" = 1'-0" A-850 1 1/2" = 1'-0" VESTIBULE A-852 3" = 1'-0" A-852 1 1/2" = 1'-0" FLUSH DOOR - SWING TOWARDS- GLASS BOH TERRAZZO TRANSITION AT RETAIL VEL 1 (cnt'd) (REF: A-731) (REF: A-731) 3 (REF: A-730) 9 A-735 1/4" = 1'-0" SECTION AT LEVEL 1 FASCIA METAL PANEL RETURN AT ELEVA WINDOW - SILL SECTION A-851 1 1/2" = 1'-0" C C.9 D (REF: A-722) (REF: A-720) (REF: A-722) 10 8 4 A

5' - 7"

(STATION CONNECTOR)

14' - 4"

(SLOPED FLOOR)

(UNROLLED CURVED ELEVATION)

7 7/8"

4/8/2019 8:50:20 PM

ORIGINAL SHEET - ARCH E1

L109

39' - 0"

STUART STREET CONNECTOR

RETAIL #3 113

112

ORIGINAL SHEET - ARCH E1

4/8/2019 8:50:20 PM

A-850

1 1/2" = 1'-0"

A-850

FINISHED FLOOR BY TENANT

1 1/2" = 1'-0"

A-850

3' - 0"

1 1/2" = 1'-0" STUART STREET

CONNECTOR RETAIL VESTIBULE

112

MP-12

4' - 6"

SF-01

ALIGN

SF-01

ST-24

SF-01

9' - 0"

A-851 EQ

TERRAZZO - METAL PANEL RETURN (REF: A-730)

1 1/2" = 1'-0"

(CONNECTOR TO 40 TRINITY)

A-851 EQ

1 1/2" = 1'-0"

112

2' - 5"

STUART STREET CONNECTOR APPENDIX 119

ALIGN

13 14

112

2' - 8"

STUART STREET CONNECTOR

FINISHED FLOOR BY TENANT

RETAIL #3 ALIGN

STUART STREET CONNECTOR

113

FINISHED FLOOR BY TENANT

STUART STREET CONNECTOR RETAIL VESTIBULE

112

BOH

RAZZO - GLAZING DETAIL AT

ALIGN

(CONNECTOR TO GARAGE)

VEL 1 (REF: A-730) 5

SF-01

GLASS - GLASS RETURN AT RETAIL ENTRANCE (REF: A-730)

3' - 0" STUART STREET CONNECTOR

MP-12

2' - 5"

13' - 6"

9' - 0"

STUART STREET CONNECTOR

16' - 0"

ST-24

MITERED JOINT (TYP)

REVEAL

ALIGN

CLG-01

1/2"

2' - 0"

03A

1 A-852

SEE 2 / A-735

9' - 0"

9 4

3' - 0"

2' - 5 1/4"

TERRAZZO - METAL PANEL RETURN AT

MIXED USE HOUSING, LOS ANGELES Pelli Clarke Pelli Architects///WI 2019///Competition///Unbuilt

WILSHIRE BOULEVARD EXISTING HOTEL SITE

L A COUNTRY CLUB

N SA

R VA LE

AL W

T AS

The site is located on the western edge of Beverly Hills, California at the intersection of Wilshire and Santa Monica Boulevards. A new vision to modify part of the hotel complex, with potential to upgrade or relocate the ballroom, and expand across Merv Griffin Way will keep the existing hotel as a competitive destination for future travelers. The vision targets a new hotel addition of approximately 260,000SF with amenity and residential condos at 1,000,000SF with an included amenity space of 100,000SF. The first and preferred design proposal is concentrically organized as a series of terraces around a green plaza for residents and guests. Together the centrality of this green plaza and new loop drop off road set the outdoor stage for the International Ballroomâ&#x20AC;&#x2122;s new location.

During special events or awards night, the spectacle begins when residents and hotel guests can see those being celebrated arriving and entering the ballroom before the show begins. The concentric design is also beneficial because it keeps views open into the distance, and it promotes a sense of community. Neighbors can see each other relaxing on nearby balconies or watch the amenity terraces below bustle with activity. In one of the most agreeable year long climates, the generous extents of outdoor space incorporated into the design promote a healthy lifestyle by spending time outside and the reintegration of nature with our built environment.

EXISTING HOTEL

GROUND LEVEL (+12')

THE BEVERLY HILTON

RING SCHEME

9900 WILSHIRE AVE

Left>Right///Ground plan of first design option proposal///Aerial plan///Amenity plan 42

EXISTING HOTEL

THE BEVERLY HILTON 9900 WILSHIRE AVE

ROOFTOP VIEW RING SCHEME

EXISTING HOTEL

THE BEVERLY HILTON 9900 WILSHIRE AVE

PODIUM LEVEL (+30') RING SCHEME

Left>Right///Plan & axon sketch of design option///Diagrammatic model///View from Whilshire Boulevard 44

RED SKY FULTON MALL Pelli Clarke Pelli Architects///AU 2016///Competition///Unbuilt

Located at the easternmost end of Fulton Mall district in Downtown Brooklyn, the project combines an understanding of requirements together with the NYC Zoning Resolution & Special Purpose Districts to enhance the Mallâ&#x20AC;&#x2122;s vibrancy and multifamily residences for modern living. The 26,000SF specialty retail design on Site 1 imagines a transparent glass structure with an integrated metal screen. The space is envisioned as a gallery-like retail environment through a series of four concentric stepping levels, with one or many vendors benefiting from a dramatic interior space. The glass building volume is setback from the screen element on Bond Street immediately adjacent to the existing plaza. It subtly recognizes the need for additional pedestrian relief on a very

active corner of the site. On site 2 the immense bulk of the As-of-Right Diagram led to an option where the 445,000SF multifamily residential program begins at 85 feet above grade in order to create a more efficient, better proportioned tower. The design provides a 3 story terraced retail base, which acknowledges the intimate scale of DeKalb Avenue where the outdoor levels may serve either retail or residential uses. The sixteen story residential tower is composed of 2 intersecting masses that provide the units alternate views from the site. The site plan also takes advantage of potential urban cues. Hanover Place is the generating entry for a through-block passage to Dekalb Avenue. Also, it is a logical mid-block circulation point, should the Duane Reade property be acquired for a full block development in the future.

Fulton Mall Development Pelli Clarke Pelli Architects AS-OF-RIGHT DIAGRAM FLOORS / PROGRAM Floor (Total)

HEIGHT FTF Height

TOB

SQUARE FOOTAGE Residential

Residential

11.00'

11,485

Residential

11.00'

11,485

Residential

11.00'

11,485

Residential

11.00'

11,485

Residential

11.00'

11,485

Residential

11.00'

11,485

Residential

11.00'

11,485

Residential

11.00'

11,485

Residential

11.00'

11,485

Residential

11.00'

21,413

Residential

11.00'

21,413

Residential

11.00'

21,413

Residential

11.00'

21,413

Residential

11.00'

21,413

Residential

11.00'

21,413

5 4

Retail

Comm. Center

# OF UNITS

249.00'

Residential

Comm Center Comm Center Comm Center RETAIL

RETAIL

1 Total

SITE 2 Max Residential Retail

150FT 150FT L12 L12 L11 L11 L10 L10 L9 L9 L8 L8 L7 L7

14.00'

27,600

14.00'

27,600

14.00'

27,600

14.00'

27,600

14.00'

27,600

14.00'

27,600 231,843

Targets

250FT 250FT L21 L21 L20 L20 L19 L19 L18 L18 L17 L17 L16 L16 L15 L15 L14 L14 L13 L13

82,800

85FT 85FT L6 L6 L5 L5 L4 L4 L3 L3 L2 L2 GROUND Ground

SQ FT 445,000 331,200 2-3 floors

TOTAL (residential)

231,843

TOTAL (for DIAGRAM)

397,443

Above///As of right chart & massing/// Based on preliminary research and analysis, the zoning diagram tries to fulfill the square footage requirements for Site 2: 445,000 SF combined total for a retail base and multifamily residential space. Also included is a chart for Lot Area and FAR, which reveals that to maximize residential FAR, including the Inclusionary Housing Program bonus, the Subdistrict 250 foot height limit would be exceeded. Left>Right///Context diagram of surrounding Brooklyn neighborhoods highlighting the importance of the siteâ&#x20AC;&#x2122;s centrality 48

Boerum Hill

Fort Greene

Site 1

ush

Boe

rum

Flatb

Downtown Brooklyn

Pl Han ove r

Bon dS

tree t

Ave

Dekalb Ave

Livi

ngs

ton

Fult

on S

tes

inu

Stre

tree

Site 2

tes nu mi 10

15 s

te nu

RETAIL AREAS Retail Level 01 Retail Level 02/03 Retail Level 04 Total

8,271 SF 6,406 x 2 SF 4,142 SF 26,125 SF Loading Ramp Down

Terrace Level (Fl 2) (FF +15’-0”) Terrace Level (Fl 3) (FF +30’-0”)

Terrace Level (Fl 4) (FF +45’-0”) Connecting Walkway

Residential Tower Entry at Level 01

Landing Below

Open to

Retail Corridor & Pass-through

Above///Site 2-residential tower plan///Exterior terrace deck plan of tower base on Fulton Street & Flatbush Avenue & Site 1-floor 2 specialty retail plan on corner of Dekalb Avenue & Bond Street/// Site 2-ground retail plan of tower base & Site 1-ground plan of specialty retail Right Above>Below///Context diagram of bus routes and pedestrian traffic flows within reasonable walking distances///Context diagram of subway stops and paths within reasonable walking distances 50

Alternate (Residential) Tower Entry at Level 01

B 25 26 52 B 25 26 52 38

tes

inu 5m

10 tes

nu mi

15 tes

2 3

5 2 3

R Q B

2 3 tes

inu

A C B 10 tes

Q B

15 tes

D R N

Fulton Mall Development Pelli C larke Pelli Architects

TO W ER O PTIO N 2 (AREA Summary) FLO O RS / PRO G RA M Floor (Total)

HEIGHT FTF Hei ght

SQ UA RE FO O TA G E Residential Residential

Retail 29# OF UNITS

TO B

Residential

1 2 .0 0 '

1 1 ,4 8 5

Residential

1 2 .0 0 '

1 1 ,4 8 5

Residential

1 2 .0 0 '

1 1 ,4 8 5

Residential

1 2 .0 0 '

1 1 ,4 8 5

Residential

1 2 .0 0 '

1 1 ,4 8 5

27 26 25

ADDITIONAL FLOORS MAX ALLOWABLE RESIDENTIAL

3 9 4 .0 0 '

27 26 25

12 12 12 12

ADDITIONAL FLOORS MAX1 2ALLOWABLE RESIDENTIAL 12

Residential

1 2 .0 0 '

1 1 ,4 8 5

Residential

1 2 .0 0 '

1 1 ,4 8 5

Residential

1 2 .0 0 '

1 1 ,4 8 5

Residential

1 2 .0 0 '

1 1 ,4 8 5

Residential

1 2 .0 0 '

1 1 ,4 8 5

Residential

1 2 .0 0 '

1 1 ,4 8 5

19 (15RES)

Residential

1 2 .0 0 '

1 1 ,4 8 5

18 (14RES)

Residential

1 2 .0 0 '

6 ,8 9 1

6 17 (13RES)

17 (13RES)

Residential

1 2 .0 0 '

1 1 ,4 8 5

Residential

12 16 (12RES)

1 2 .0 0 '

1 1 ,4 8 5

Residential

1 2 .0 0 '

1 1 ,4 8 5

Residential

1 2 .0 0 '

1 1 ,4 8 5

Residential

1 2 .0 0 '

1 1 ,4 8 5

Residential

1 2 .0 0 '

1 1 ,4 8 5

12 (8RES) 12

Residential

1 2 .0 0 '

1 1 ,4 8 5

12 11 (7RES)

Residential

1 2 .0 0 '

1 1 ,4 8 5

Residential

1 2 .0 0 '

1 1 ,4 8 5

Residential

1 2 .0 0 '

1 1 ,4 8 5

Residential

1 2 .0 0 '

1 1 ,4 8 5

8 (4RES)

Residential

1 2 .0 0 '

1 1 ,4 8 5

7 (3RES)

Residential

1 2 .0 0 '

1 1 ,4 8 5

6 (2RES)1 2

6 (2RES)

Residential

1 2 .0 0 '

1 1 ,4 8 5

5 (1RES)1 2

5 (1RES)

Residential

1 2 .0 0 '

1 1 ,4 8 5

Amenities

1 3 .0 0 '

5 ,2 6 0

21 (ROOF) 20 (16RES)

15 (11RES) 14 (10RES) 13 (9RES) 12 (8RES) 11 (7RES)

TYPICAL 12'-0" FLR TO FLR, EA.

16 (12RES)

10 (6RES) 9 (5RES)

4 (AMENITY)

2 (RETAIL) 1 (RETAIL)

TYP 15'-0" FLR TO FLR

3 (RETAIL)

3 2 1

RETAIL RETAIL RETAIL

Targets SITE 2 Max Residential Retail

15 (11RES) 12

14 (10RES) 12

13 (9RES) 12

12 10 (6RES) 12

9 (5RES)

8 (4RES)

7 (3RES)1 2

4 (TERRACE)

2 1 ,1 3 5

1 5 .0 0 '

2 4 ,2 9 0

2 (RETAIL)

1 5 .0 0 '

2 7 ,6 0 0

1 (RETAIL)

SQFT 445,000 331,200 2 -3 floors 322,246

TO TAL (for design scheme)

257,451

1 2 Levels above Levels above 250’ 250’ to max

18 (14RES) residential to max out residential 1 2 out

CORE & TOWER PIERS

TO TAL (residential)

Above///Section & area summary chart///The maximum commercial FAR for the site is not yet achieved. Like the As-of-Right Diagram, to achieve the bonused, maximum residential FAR, the Subdistrict height limit would need to be exceeded. The section indicates the additional number of stories that would be required. Right Above>Below///Context diagram of landmarks and green space surrounding the site/// Context diagram of existing retailers along Fulton Mall to track what consumers are visiting the area

19 (15RES)

1 5 .0 0 '

184,426

Total

20 (ROOF)

TYPICAL 12'-0" FLR TO FLR, EA.

137,820

73,025

3 (RETAIL)

330

TYP 15'-0" FLR TO FLR

COMMODORE BARRY PARK

US post office

FORT GREENE PARK

Kings County Supreme Court

Borough Hall

City Tower

LIU Brooklyn

m 15 tes inu

BAM Howard Gilman Opera House 10

One Hanson Place

tes

Atlantic Terminal Mall

tes

inu

Barclays Center

CITY POINT RETAIL

LTO N

CUYLER

GORE

tes inu

10 tes nu

m 15 tes inu

Above>Below///Integrated pedestrian passage in project design as an extension of Hanover Place to connect to Dekalb Avenue///Specialty retail space on corner of Dekalb Avenue & Bond Street Right///View from intersection of Flatbush Avenue & Fulton Street 54

HOME Arch Out Loud///Annual Competition///SU 2018

What is the future of “Home?” “The Home remains the most significant architectural place we experience throughout our lives. Home represents safety, ownership, privacy, and stability. Home is where we can be alone and with people we care about most. Historically, it has been a place of permanence.

Despite how chaotic our lives are, we cherish the consistency of sleeping in the same bed and performing the same daily rituals here. Yet, new trends in digitalization and globalization continue to reshape realms of everyday life and alter our physical environments, including our homes.”

Left>Right///Home module type 2///Site conditions of the 6 “Home” module types, with type 1 in the enlarged foreground 58

Narrative Historically the home has been a place of permanence, and in a world altered by globalization, it continues to offer the comfort of daily consistency. Now in a more accessable world, many people cherish the idea of collecting a memento to remember what was inspirational about a place and the associated feelings. This home is a physical record of a travelerâ&#x20AC;&#x2122;s collection inspired by works from the Renaissance, Gothic, and Contemporary styles which aggregate together and form the home.

Together they make up the vertical circulation, horizontal organization, and building shell to create a unique habitat that represents a single individual and their identity. Because you never know where in the world you might want to call home, this home allows for adaptability. The length can vary through the addition or subtraction of the shellâ&#x20AC;&#x2122;s inverted arch bays, accommodate footprint flexibility to squeeze into spaces 17 feet wide, adjust in section to scale a slope, or change site configuration.

Left>Right///Wormâ&#x20AC;&#x2122;s eye axonometric of ground floor plan///Home module type 3 & 4

Left>Right///Physical model section of vertical circulation///Section perspective The Florence Cathedral’s dome by Brunelleschi became the inspiration for the vertical circulation piece of collected architecture in the home. Meanwhile, gothic architecture was implemented as the building’s shell through a series of inverted arches on the ground floor to constrain views into the home at the public level. Typical arches were used on floor 2 on the private level to allow more light in and better views out. The arches act as modules that can be added on or subtracted from the home to adjust the length. To complete the collection, the interior program is organized by a singular wall winding through the length of the home. It’s contemporary influence is derived from Los Angeles’s Broad Museum. 62

LIVE

Left>Right///Zero degree axon of ground & 2nd floor plans & elevations///Home module type 5 &6

Above>Below///Physical model of vertical circulation///View into the living space looking towards the kitchen & entry 66

Below///Physical model, deconstruction of the exterior shell to reveal the interior program organization formed by the winding wall///View along the wall on floor 2; as the wall appears to pop out of the homeâ&#x20AC;&#x2122;s framework on the right, sunlit circulation is provided for access to two small bedrooms on the left before the wall cuts across the space to separate the end of the home into one large bedroom 68

HUMAN TRAFFICKING TENANCINGO TLAXCALA, MEXICO Arch Out Loud///International Open Ideas Competition///SU 2017 COLLABORATORS Miju Hong///Nathan Wang

Background “Today’s issues of modern day slavery may appear invisible but are real and widespread. The Polaris Project, a leading organization in the battle against human trafficking, reports nearly 20.9 million victims worldwide are fueling an obscene multi-billion dollar industry. Encompassing both labor and sex, human trafficking denies basic freedoms and degrades life to the status of a commodity. Traffickers prey on vulnerable populations by employing sophisticated strategies to lure individuals into lives of forced service. An eradication of trafficking demands global enforcement of human rights. New efforts to reform areas where illicit behaviors have become normalized are necessary to change the perceptions of future generations. In source communities such as Tenancingo, human trafficking has become an industry that sustains both the wealth of its citizens and international networks of illegal human exchange. This design issue investigates architecture’s capacity to challenge entrenched exploitation. Typically the town square is an integral center for a community’s cultural and social exchanges. By reimagining the town square of Tenancingo through architectural intervention, there is potential to reshape the communal mindset and reconstruct the image of a town where exploitation has become normalized. Architecture can be a first step to help victims feel empowered and educated on the topic.

A small town of only 10,000 residents, Tenancingo has been declared by notable organizations as the sex trafficking capital of the world and drives the sex trade in many US cities. Tenancingo is located 80 miles southeast of Mexico City in the state of Tlaxcala. Elaborate mansions across the townscape illustrate the profits of illegal work. These homes are known locally as “calcuilchil” or “houses of ass.” The prevalent issues of Tenancingo are both familial and intergenerational with an estimated one in 10 residents somehow involved in sex trafficking. A study conducted by the Autonomous University of Tlaxcala reported approximately 20 percent of Tenancingo schoolboys saying they hoped to grow up to become pimps. Lured to Tenancingo on false promises of love, wealth, and opportunity, vulnerable women and girls are quickly coerced into acts of sexual exploitation. Depending on their profitability, they are relocated to Mexico City and American cities.

Garden of Empowerment/// Dwelling Space Hill of Visibility/// Community Awareness Space Parroquia de San Miguel Arcangel/// Symbol of prayer and healing Community Markets New Pedestrian Friendly Zone

According to Fusion’s Pimp City: A Journey into the Center of the Sex Trade, women may be forced to service up to 60 clients per day with all profits being channeled back to their pimps in Tenancingo. Trafficking victims lack the resources and protection necessary to liberate themselves. Although the law forbids trafficking in Tlaxcala, conviction is rare and corruption is rampant.”

PARROQUIA DE SAN MIGUEL ARCANGEL

SITE

New York City

Chicago

MEXICO CITY

NA NC

TR AF

FIC

KIN G

NE T

WO R

Newark

Houston

New Orleans Tampa Miami

Tenancingo

Left>Right///Sex trafficking destination routes from Tenancingo///Tenancingo site plan 72

80 miles

Los Angeles

ING

ANC

TEN

Narrative Years ago folks in the area recounted a town called Tenancingo where human beings not much different than you and I were sent to work as slaves. They lived in shame and nearly invisible to the people around them, but one day someone came to town and said letâ&#x20AC;&#x2122;s build a garden and a hill to make this town whole again. So then a hole was dug into the earth and the soil was used to build a hill. Then they offered to empower those formerly enslaved humans by inviting them to come

and learn to build structures of rammed earth and plant thriving gardens. The humans lived in the garden and many structures were built on the hill and in the garden while they lived there. When the townâ&#x20AC;&#x2122;s people saw what the humans had created, they came and celebrated together in the garden and on that hill. They called the humans friends and a community was born out of that work of love. Their friends however could not keep it to themselves. Some of them went elsewhere to build and create, so their work could be made visible for all to see.

EMPOWERMENT Creation of Rammed Earth Pavilions for Dwelling

VISIBILITY Garden & a Hill

COMMUNITY Social Urban Space

Above>Right///Site photos of a pimp house & women caught in sex trafficking lined up as prostitutes///Diagram of project design philosophy///View of victims creating pavilions for dwelling 74

Left>Right///View on raised hill with activities for victims & community support to bring awareness///View on raised hill where victims have constructed spaces for children to play, movie screenings, dance stages, reflecting pools to cool down, & cactus gardens to sit, relax, eat, & talk 76

HEIMANNSCHAFT

TEGEL

SPANDAU

BERLIN

TEMPELHOF

PLACE & DISPLACEMENT, A MARKETPLACE IN REFUGEE SETTLEMENTS IDeA/International Development In Action///Competition///WI 2017 COLLABORATORS/// Hiba Bhatty

GASTEMANNSCHAFT

HEIMANNSCHAFT

REFUGEE RESOURCES *Data included below is based on research by Hamidullah Ehrari, Mohammad Yari, Farhad Ramazanali, Alhadi Aldebs â&#x20AC;&#x201C; Members at the Haus Leo Refugee Accomodation Center in Berlin. https://arriving-in-berlin.de/ DOCTOR (GENERAL PRACTITIONER, ARABIC/FARSI) PUBLIC LIBRARIES COUNSELING FRIEDRICHSHAIN

DOCTORS (GYNAECOLOGIST, ARABIC/FARSI) GERMAN LANGUAGE CLASS PUBLIC AUTHORITIES LAWYERS (RESIDENCE AND ASYLUM LAW) POLICE PUBLIC TRANSPORT

NEUKOLLN

SPORTS AND FREETIME SHIPPING AND FOOD

In light of the current surge of international refugees, their livelihoods in transitional settlements have become a crucial topic in geopolitical relations. Most inhabitants in refugee settlements rely on humanitarian aid and cannot fully exercise their agency and skillsets. While many wait to receive their citizenship and can only be the buyers in trading activities, the newly legalized who cannot ďŹ nd a job right away may find establishing a business or working in a marketplace may serve as a temporary source of income. A marketplace can become an embodiment of dignity and resilience that respects refugee inhabitantsâ&#x20AC;&#x2122; autonomy, creativity, and capability, especially for the most vulnerable such as women and adolescents. Activities in the marketplace can

involve both the newcomers and the local population, and thus increase interaction and foster understanding between the two. MarketBall is an atypical market in the heart of Berlin that brings together education, resources, and labor to Syrian refugees. It also functions as a community center where refugees can build and practice new skill sets, learn the German language, create a source of income, and educate locals about their heritage and culture. The market attaches to a familiar and non-discriminatory site throughout the city: the football field. This typology mix unites sport, culture, and commerce to strengthen relationships between newly settled refugees and native Berliners.

TEMPELHOF K AL US W DI IN RA M 20 6 KM 1.

REFUGEE HOUSING LOCATION

PUBLIC TRANSPORTATION STOPS

SITE 1

Above///Site strategy Right Above>Below///Newcomers resting in the trade fair hall in Germany///Tempelhof Airport temporary shelter 80

The prototype design can grow or contract based on need and budget. Therefore, the MarketBall module includes a minimum of one covered and uncovered gathering space, seating, vendor booths, informal classroom settings in “leg A,” or semi-private spaces for labs, health clinics, and formal classrooms in “leg B.” Furthermore, during off game times seating on the field’s perimeter provides a large outdoor gathering space where festivals can be celebrated and shows can be performed. The interior gathering space under the canopy’s corner can be used as a congregational prayer space. The market layout accommodates space for selling vendors and avid consumers by following the German phrase “Rechts stehen,

“ARAB STREET”

links gehen,” or stand to the right, walk to the left. A simple reminder is emphasized in the mosaic arrow-like flooring pattern. MarketBall’s intention is to create a design that gives refugees ownership over the space, but also incorporate themes of Damascene architecture through the arches, striped patterns, and colorful mosaics printed on the canopy. MarketBall’s architecture becomes a symbol of differnt cultures coming together against the German landscape backdrop. An additional mark of a new merging community is represented on the soccer field where Home Team and Visiting Team are written in both German and Arabic. MarketBall aspires to be a space that refugees and Berliners alike can feel comfortable in and with community.

Left>Right///Site plan///MarketBall adaptability for alternative neighborhood sites: The first prototype of MarketBall is located close to Templehofer field where refugees are currently housed and Sonnenallee Street, otherwise known as â&#x20AC;&#x153;Arab Street.â&#x20AC;? Here, there are many resources for the refugees to take advantage of, and the Neukolln community is culturally rich from an older wave of Arabic speaking immigrants who have settled in. Alternative sites were then picked based on the number of resources that surround them, such as Friedrichshain. Then in the future less diverse areas like Spandau and Tegel can provide places to house these resources. 82

LEG A 4X4///2.44M GRID 19.52M X 9.7M

LAB

FORMAL CLASSROOM

LAB

HEALTH CLINIC

LAB

LEG B 4x8///2.44M GRID 9.76M X 19.52M

TEMPELHOF

INTERIOR GATHERING SPACE CONGREGATIONAL PRAYER SPACE COMMUNAL MEETING AREA EXTERIOR GATHERING TEMPELHOF SPACE FOOTBALL FIELD COMMUNAL MEETING AREA

TEGEL

FRIEDRICHSHAIN

LEG A MARKET INFORMAL CLASSROOMS FOUNTAIN SEATING LEG B MARKET

TEGEL

FRIEDRICHSHAIN

012 4

TEMPELHOF

TEGEL

TEMPELHOF

TEGEL

NEUKOLLN

SPANDAU

FRIEDRICHSHAIN

NEUKOLLN

Above///Axon with associated refugee stories of daily life at MarketBall 84

MARKET PLACE LIFE & REFUGEE STORIES HASAN KOTOB///AGE 25///COMPUTER ENGINEER Hasan was forced to move from his home in Damascus before graduating. In an effort to utilize his studies, Hasan spends two days each week working in one of the MarketBall lab spaces to teach young children simple computer engineering skills through workshops. He uses the time before lessons to work on an independent project to build an app that alerts MarketBall customers when their purchases or orders are ready at the various food and clothing booths throughout the space. RAIA MOHAMMAD///AGE 22///JOURNALIST Raia uses the computer lab to write profiles and stories about newly settled refugees in Berlin. The informal classroom is her favorite place to edit and work with new writers who want to publish their work. Her latest endeavor is to create and distribute a bi-monthly publication to all members of the MarketBall comunity in an effort to showcase new shops and activities at the community center and surrounding regions in the city, as well as, highlight prominent individuals in the community. Her latest piece was on Club Al-Hakawati, which is a collective of refugees and ally activists who use art and food to fight against racism and discrimination. JENINE HAMAD///41///NURSE ISABEL LAHM///49///DOCTOR Jenine serves time in the clinic with a local Berlin clinician, named Dr. Isabel Lahm. Dr. Lahm comes to do bi-weekly, pro-bono rotations with Jenine. Not only does Jenine service as the nurse practitioner, she also manages the clinic’s operations, including order and stock check of medicines and medical devices. She spent her first three months learning about managing a practice during MarketBall’s night classes for aspiring new business owners. These classes were held for new vendors in the classroom spaces from 20h00 to 23h00 every Friday evening. MUSA JABRI///31///ATHLETE Musa loves working with the YMCA to teach young kids the importance of health and fitness. He teaches a class every week that draws kids and their parents. He also coaches a soccer league for teenagers on the weekends. SERENCE BAKIR///19///SERENE Serene had an idea for an iPhone app that she and her friends could use. She doesn’t have any experience with coding, so she uses the MarketBall lab to learn about the basics of programming. She and her friends study together and meet weekly to talk about the features they’d like their app to contain. YASEEN ALBIBI///52///CHEF Yaseen works with United Street Food as a vendor to showcase Syrian cuisine. He’s eager to share his food with his new neighbors, and also to teach future generations about his cooking techniques. He teaches a cooking class every third Friday of the month. His food stand is by far the most popular lunch and dinner option for customers, as he tailors unique dishes from around the world to have a Syrian twist.

Grommets

Canvas Canopy

Uncoated Aluminum Columns FSC Certified Wood Furniture

Cinder Block Weight & Anchors Neting

Standing Seam Uncoated Aluminum Panels Rubber Paving

Above>Below///Modular Prototype///MarketBall & Game Zone Cross Section 86

The majority of the structure and FSC certified wood furniture was designed to fit within the designated grid so that the building blocks can be mass produced. Aluminum is recyclable and can easily be manufactured off site and fabricated in modules to maintain low costs. The light weight modules of structure can be easily assembled by the refugees with grommets along the fabric that slide over the aluminum pipes which are weighed down with cinder blocks and anchors. The canvas canopy

is stamped with Syrian mosaic patterns. Netting is incorporated for refugees to hang up goods to sell, and even posters or art to decorate the space as a way to call it their own. The designâ&#x20AC;&#x2122;s adaptability can transform the environment from work to fun for game time and events. For example, the seating along the goal in the informal classrooms can move forward while people want to watch the game and be pushed back to create a comfortable sized classroom.

Left>Right///Diagram demonstrating modular capability of structure to reduce or add sections depending on a locationâ&#x20AC;&#x2122;s needs///View at the markethall corner which holds the praryer space and views of ongoing soccer games and MarketBall life along either direction 88

*Intent to give range of size and keep trapezoid profile

6 in

3 in

3/8 in

3 in

5 in

5 1/2 in

2 5/8 in 1 3/4 in 6 in

TERRAZZO FIELD FILL

4 3/8 in

3 1/2 in WHITE MARBLE

3 in 3 in

4 1/2 in

BOSTON BACK BAY P 28 Pelli Clarke Pelli Architects 2018-Present In Documentation PLACE & DISPLACEMENT, A MARKETPLACE -”MARKETBALL”- IN REFUGEE SETTLEMENTS BERLIN, GERMANY P 78 IDeA International Development in Action Competition WI 2017 Team///Hiba Bhatty

2100 PENNSYLVANIA AVENUE P 04 Pelli Clarke Pelli Architects 2016-22 In Construction

RED SKY FULTON MALL P 46 Pelli Clarke Pelli Architects AU 2016 Unbuilt, Competition HUMAN TRAFFICKING TENANCINGO, TLAXCALA MEXICO P 70 Arch Out Loud International Open Ideas Competition SU 2017 FINALIST Team///Miju Hong///Nathan Wang

MIXED USE HOUSING, LOS ANGELES P 38 Pelli Clarke Pelli Architects WI 2019 Unbuilt, Competition

HOME P 56 Arch Out Loud Annual Competition SU 2018 90

PROJECT INDEX DESIGN EXPLORATIONS KARA BICZYKOWSKI VOLUME II PROFESSIONAL WORK + COMPETITIONS

Contact/// 440 . 522 . 9765 kara.biczykowski@gmail.com www.karamarie.biz