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Volume 1 - The Work From Home Edition

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DOOR (BY OTHERS)

TYP. OF (41)

1-1/2" O.D. HANDRAIL

3/4" : 1'-0"

12"

9/16"

32"

7 13/16"

2"

12"

9"

TYP.

2 9/16"

33" TYP.

6 3/4"

11"

TYP. RUN

13"

5 1/2"

2" X 2" X .125" C385 SQUARE TUBE VERTICAL

1/2" X 2" C.R.F.B. GUARDRAIL CAP RETURN,

HOLD 1/16" ABOVE BOTTOM TREAD

(4) 1/4"-20 X 3/4" F.H.S.C.M.S.

1-1/2" O.D. X .125" WALL C385 ROUND TUBE HANDRAIL

14 1/4"

12"

2 1/2"

OPP.

1-1/2" O.D. CANE RAIL

WF01 FINISHED FLOOR (BY OTHERS)

1/2" X 2" C.R.F.B. CAPRAIL (BLACKENED)

3/16" X 1-3/4" H.R.F.B. GUARDRAIL CAP W/

#10-24 X 3/8" F.H.S.C.M.S.

1-1/2" O.D. X .125" WALL C385 ROUND TUBE HANDRAIL

60"

± 1/2" TYP. WIDTH

1/2"

7" X 5" X 3/8" H.R. STEEL TUBE STUB

(2) 5/8"-11 X 1-1/4" F.H.S.C.M.S. (EACH SIDE)

(2) 3/4" DIA. WEEP HOLES

(THIS SIDE ONLY)

(2) 1/2" THICK H.R. STEEL PLATE,

WELDED TO TREAD CHANNEL,

CAPPED AT EACH END WITH

3/8" THICK H.R. PLATE

3/8" 7"

1/2" X 14" X 32" H.R. STEEL FLOOR PLATE W/

(6) 1/2" X 6-1/2" HILTI HAS-E ANCHOR ROD AND

HY-200A, (PAINTED BLACK)

12" L C 1"

14"

2 1/2"

If this drawing is not 24" x 36" it is a reduced print and notations of scale no longer apply.

If this drawing is 12" x 18" it is a 50% reduced print, scaled dimensions need to be multiplied by a factor of 2

1/2" X 1-3/4" H.R.F.B. GUARDRAIL

16 GA. X 1-3/4" BLACKENED C.R. STEEL SHEET COVER PLATE

3/8"-16 X 1-3/4" GRADE 8 H.H.M.S. W/ WASHER,

3/4" X 1-7/16" CNC CUT H.R. PLATE, 7-1/4" LONG

DRILL AND TAP CHANNEL FOR 3/8"-16

4-1/2" THICK BUILT UP WHITE OAK TREAD,

TOP + BOTTOM: 3/4" THICK ENGINEERED MATERIAL

APRON: 3/4" THICK SOLID WOOD

10" X 2-3/4" X 3/8" BRAKE FORMED H.R. STEEL CHANNEL,

ATTACH W/ #12 X 3/4" P.H.S.M.S.

2" X 1" X .125" C385 RECTANGULAR TUBE RETURN, CAPPED

(BOTTOM TREAD ONLY)

1"

POLICY STATEMENT:

1) This shop drawing set represents

our interpretation of the original

plans, specifications, and G.S.

contract requirements. Prior to any

fabrication, all dimensions,

connections, and finish spec. must

be checked and approved or

corrected by the client.

2) Any delays in approval beyond a

reasonable time will be added to the

fabrication time.

ARCHITECT:

Gensler

2020 K Street NW

Washington, DC 20006

Tel: 202.721.5200

BUILDER:

Whiting-Turner Contracting

6305 Ivy Lane

Suite 800

Greenbelt, MD 20770

Attn: Kirk Dennis

Mob: 240.281.6428

SITE:

1550 Crystal Drive

Arlington, VA 22202

TEL: 240.297.3170

Attn: Stephen Fisher

FILE: 1550CrystalDrive_v04

DRAWN BY: ER

CHECKED BY: RC

DATE: 2020-06-19

± 3/4"

If this drawing is not 24" x 36" it is a reduced print and notations of scale no longer apply.

If this drawing is 12" x 18" it is a 50% reduced print, scaled dimensions need to be multiplied by a factor of 2

POLICY STATEMENT:

1) This shop drawing set represents

our interpretation of the original

plans, specifications, and G.S.

contract requirements. Prior to any

fabrication, all dimensions,

connections, and finish spec. must

be checked and approved or

corrected by the client.

2) Any delays in approval beyond a

reasonable time will be added to the

fabrication time.

ARCHITECT:

Gensler

2020 K Street NW

Washington, DC 20006

Tel: 202.721.5200

BUILDER:

Whiting-Turner Contracting

6305 Ivy Lane

Suite 800

Greenbelt, MD 20770

Attn: Kirk Dennis

Mob: 240.281.6428

SITE:

1550 Crystal Drive

Arlington, VA 22202

TEL: 240.297.3170

Attn: Stephen Fisher

FILE: 1550CrystalDrive_v04

DRAWN BY: ER

CHECKED BY: RC

DATE: 2020-06-19

PROJECT SPOTLIGHT

1550 Crystal Drive

GYP. BD. CEILING ALCOVE

(BY OTHERS)

VISIBLE WELDED JOINT IN VERTICAL,

TYP. EVERY 144"

2" X 2" X .125" C385

SQUARE TUBE VERTICAL,

C.R. STEEL FLAT BAR

GUARDRAIL CAP

H.R. STEEL FLAT BAR

GUARDRAIL

DIRECTION OF WOOD

GRAIN AT APRON, TYP.

31"

(24" MIN.)

318 1/4" EXPECTED

(LONGEST VERTICAL)

STAIR ELEVATION

1

SHOP DRAWING

9"

TYP.

LC

154"

14 TREADS AT 11"

LC

199 1/2"

LENGTH OF CANE RAIL

66"

DEPTH OF LANDING 1

84 5/8"

(80" MIN.)

12" X 8" X 3/8" HSS

H.R. STEEL STRINGER

13" DEEP X 60" WIDE X 4-1/2" THICK

WOOD TREAD, TYP.

68" DEEP X 60" WIDE X 4-1/2" THICK

WOOD LANDING, TYP.

EXISTING CONCRETE COLUMN BEYOND

(BY OTHERS)

154"

14 TREADS AT 11"

77" DEEP X 60" WIDE X 4-1/2" THICK

WOOD LANDING, TYP.

77"

DEPTH OF LANDING 2

124" EXPECTED

(SHORTEST VERTICAL)

202"

FINISHED FLOOR TO FINISHED FLOOR

The Modern

Monumental Stair

The main feature of the lobby is

a monumental staircase, which

was developed as a collaborative

design effort between Gensler and

Gutierrez Studios in Baltimore. The

stair features vented engineered

wood treads that are designed to

2010 CLIPPER PARK ROAD BALTIMORE, MARYLAND 21211 PHONE 410 889 5341 FAX 410 889 1347

allow for expansion and contraction

of the wood. The treads are

supported by a single steel tube

stringer, centered within the width of

the stair. A minimal steel handrail

and guardrail sit behind towering

decorative brass tubes that stretch

from the underside of each tread to

the double height ceiling above. A

full-scale mock-up was required to

test the effects of reverberation in

the decorative tubes on the stair.

STAIR

ELEVATIONS

GS2.02

The stair will connect the street

level to a new outdoor terrace,

designed by landscape architect

OJB, overlooking the revitalized

Central District Retail.

A New Crystal City

Lifestyle 2 has two projects

in construction as part of JBG

SMITH’s Crystal City Central District

redevelopment; The 1550 Crystal

Drive main lobby for the tenants of

the office building, and the Crystal

City Central District Retail Phase I, a

massive renovation and construction

of 109,000 square feet of retail

space that includes the anchor

tenant Alamo Drafthouse Cinema,

a confidential grocer, a pharmacy,

a bakery, and a taqueria. Led by

Tanja, team members Brynn and

Xavier work on the retail component,

while Sam is finishing CA on the

main lobby.

The two projects were separated

for clarity and efficiency, because

while they have the same client,

they are serving different sectors

from within the client’s organization.

The retail team works with the

Development arm of JBG Smith,

while the lobby team works with the

Asset Management arm.

The main lobby is slated for

Substantial Completion on October

12th. Originally an exterior part of

the building that was later enclosed,

the lobby had a long way to go

to bring it up to the standards of

a modern, high-end office building.

The concept for the lobby renovation

takes its cues from Streamline

Moderne, with aerodynamic curves,

horizontal lines, and soft earth-toned

colors. The interior palette includes

natural woods, white calacatta gold

stones, brass, and black rolled

steel.

R1"

2 1/2" LC C

12"

L LC

3" : 1'-0"

3" : 1'-0"

GS3.01

14 15

36"

42 1/2"

1" 2"

STAIR SECTION FACING VERTICALS AT BASEPLATE

1

SHOP DRAWING DETAIL

4 7/16" 5 11/16"

1"

4 1/2"

2 1/4"

6 3/4"

TYP. RISE

6 3/4"

LC

35 3/8"

2

36"

MOCK-UP

STAIR SECTION AT BASEPLATE

1" LC

42 1/2"

36"

TEXT BY CHANDRA SWOPE

STAIR

DETAILS

2010 CLIPPER PARK ROAD BALTIMORE, MARYLAND 21211 PHONE 410 889 5341 FAX 410 889 1347

TANJA BRYNN XAVIER SAM

Client:

Contractor:

Address:

Buliding Size:

JBG Smith

Whiting-Turner

1550 Crystal Drive, Arlington, VA

5,645 SF Interior Lobby Renovation

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