AFRH-W

Sheridan Building Exterior AlterationsFinal Design Review Submission

Submitted by: Armed Forces Retirement Home

Submitted to: National Capital Planning Commission

June 30, 2011

AFRH-W

Sheridan Building Exterior AlterationsFinal Design Review Submission

Submitted by: Armed Forces Retirement Home

Submitted to: National Capital Planning Commission

June 30, 2011

CONTENTS:

I. Project ReportII. Documentation of Existing ConditionsIII. Documentation of NEPA ComplianceIV. Documentation of Section 106 ComplianceV. Drawings, and Plans (also see separate enclosure)VI. Materials Specifications

Armed Forces Retirement Home - Washington Sheridan Building – Exterior Alterations for Assisted Living NCPC Final Design Review Submission June 30, 2011 I. PROJECT REPORT

a. Name and telephone number of agency project manager

Justin Seffens Armed Forces Retirement Home Chief of Campus Operations 3700 North Capitol Street, NW Washington, DC 20010 202-541-7549

b. Narrative description of the project including existing conditions to be affected and a

summary of the basic design concept on which the physical form of the proposal is based. AFRH proposes to construct a new glass and steel elevator tower and to expand existing window openings on the Sheridan Building (Building 17). These alterations will accommodate the relocation of Assisted Living residents from the LaGarde Building (Building 56) to the Sheridan Building as part of the Home’s ongoing efforts to consolidate operations in the north end of the campus. After the relocation, Assisted Living residents and services will be housed on the second and third floors of the south tower of the Sheridan Building. Constructed in 1960, the Sheridan Building dates from outside the period of significance of the AFRH-W Historic District (1842-1951) and is identified as a non-contributing resource. ELEVATOR TOWER Scope A new elevator tower at the Sheridan Building will accommodate two elevator shafts to provide access to all floors of the building, including the basement. AFRH has designed the new tower to be outside the existing building footprint because of the difficulty and cost of altering the original reinforced concrete floor structure. Instead, the tower will project from a recessed bay at the southwest corner of the Sheridan Building, adjacent to the south building entrance. The tower will extend approximately 6’ above the height of the existing roof parapet and continue a full story below grade to the level of the existing subterranean tunnel between the Sheridan and Scott buildings. The tower will be constructed of a steel frame with a glass curtain wall enclosure, and the elevator cabs will feature transparent glass walls. The curtain wall will have aluminum silicone glazed mullions along the vertical joints and will be fitted with aluminum mullions along the horizontal joints, corresponding to the floor lines of the existing building. The curtain wall glass will be Viracon 1” VE1-2m Insulating Silkscreen Glass in Medium Gray Viraspan. The Silkscreen will have a ½” fret stripe. The machine room for the elevators will be located below grade and accessed from the basement to minimize the height of the tower. The tower will have a flat roof and flush cornice to be in keeping with the character of the roofline of the existing building. AFRH will also construct a new entry pavilion at the existing south entrance to the building to be consistent in design and material with the new elevator tower. The new entry pavilion will also be constructed of a glass curtain wall with aluminum mullions and will project approximately 13 ft from the face of the building. The fascia and soffits of the pavilion’s projecting metal roof will be wrapped in aluminum panels. An aluminum-wrapped column will support the pavilion roof at the southwest corner.

Purpose • Consolidate operations on the north end of campus. • Reduce travel distances for residents and staff. • Improve food service. • Improve efficiency of back-of-house services. • Accommodate emergency equipment.

Need • AFRH is consolidating the Home’s operations in the north end of the campus to decrease

operating costs for the agency. The new elevator tower is part of the relocation of Assisted Living residents and services to the north end, and thus important to the overall consolidation effort.

• AFRH seeks to minimize travel distance for food service and to avoid moving food through common areas. The existing elevators would require dining staff to travel through the central activity spaces and the primary corridors of the Sheridan Building to access Assisted Living residents in the south tower of the building. The new elevators, however, will allow staff to move directly to Assisted Living from the service tunnel between the New Commons Building and the Sheridan Building. This will make food service more efficient and cost effective for AFRH-W.

• Transporting bulk food a shorter distance between the kitchen and Assisted Living floors will contribute to a higher quality of food because appropriate hot and cold temperatures can be maintained during transit.

• The elevators will serve all floors of the Sheridan Building and will thus provide additional convenience and mobility to all residents traveling between the Sheridan Building and the New Commons Building.

• The new elevators will improve safety and comfort for residents and staff by minimizing the travel distance between the new Assisted Living community and the wellness clinic in the New Commons Building.

• Elevators that are used to transport Assisted Living residents on stretchers must allow enough space for additional medical equipment and for larger than typical patients and medics, per building code requirements. The existing elevators in the Sheridan building can accommodate a stretcher on a diagonal only and do not meet this requirement. The new elevators will meet existing code.

• Maximizing the residents’ efficient and safe utilization of their living environment, promoting their access to supportive services, and enhancing the quality of food service are all important components of person-centered care, a key focus of the agency’s CARF accreditation. Enhancing the residents’ ability to safely and more easily move throughout the Sheridan Building will meet the goals for environmental and communications accessibility stated in CARF Quality Standards.

EXPANDED WINDOW OPENINGS Scope The exterior of the Sheridan Building will be altered to accommodate the new Assisted Living functions on the interior of the building. The existing masonry panels outside the corner rooms on the second and third floors at the south end of the Sheridan Building will be removed, and four existing punched openings will be expanded to accommodate larger windows. The openings will be fitted with Viracon 1” VRE1-46 #2 Radiant Low-e Insulating Laminated Glass. Purpose

• Consolidate operations on north end of campus. • Provide natural light and views to new Assisted Living day rooms.

Need • AFRH is consolidating the Home’s operations in the north end of the campus to decrease

operating costs for the agency. Design changes to accommodate the relocation of Assisted Living residents to the Sheridan Building is important to the overall consolidation effort.

• Providing more modern, light-filled spaces will be an attraction to potential AFRH-W residents and their families.

• Assisted Living residents may have limited mobility and may not be able to fully enjoy the amenities and common areas that the agency provides on other parts of the campus. Increasing the visibility of the campus from day rooms and activity rooms is an important part of providing a

comfortable, appealing, and calming setting for Assisted Living residents, while also providing a sense of connection between these residents and the activities taking place outside the building.

In accordance with the review process outlined in the 2008 AFRH-W Programmatic Agreement, AFRH has completed an Undertaking Review Request (URR) for this project. DCHPO has signed the request in concurrence with the agency’s finding of no adverse effect, contingent up on the design meeting the height described in this scope of work. No additional Section 106 review is required for this project.

c. Total area of the site and allocation of land to proposed uses.

1,380 square feet (area/limit of work on first floor, including interior work) d. Area of building(s) and site coverage. 7,750 square feet (total area of proposed work)

e. Existing assigned employment and projected assigned employment over a 20-year

period, in five-year increments.

Assisted Living employees currently working in the LaGarde Building will relocate to the new Assisted Living community in the Sheridan Building once construction is complete. The new elevator tower and expanded window openings will not result in a net change of full-time employees at AFRH-W

f. Description of the relationship of the project to the agency’s master plan, where

applicable, including rationale for any deviations. The proposed addition to and modification of the Sheridan Building is consistent with the NCPC-approved AFRH-W Master Plan (August 2008). The project is located in the North-Northeast Sub-zone of the AFRH Zone, and complies with all design guidelines relevant to this location. The project location is indicated in yellow on the Master Plan map. The proposed elevator tower is an appropriate architectural feature of the Sheridan Building (an institutional building) and is consistent with the design guidelines for this sub-zone. The window enlargements are in keeping with the allowable solid/void ratios for institutional buildings in this area of campus.

g. Status of coordination with affected local and state governments and the

Metropolitan Washington Council of Governments for projects not previously coordinated through an installation master plan.

N/A. The proposed project is not new development, but rather an improvement to an existing building. This project is consistent with the NCPC-approved Final AFRH-W Master Plan (August 2008). h. Status of community participation, including summary of community views.

The scope of the project is consistent with the NCPC-approved AFRH-W Master Plan and does not require a Master Plan Amendment. Therefore, no public participation is required for Section 106 compliance for this project, pursuant to the AFRH-W Programmatic Agreement (2008). Further, this project falls under an existing AFRH CATEX, and no public participation is required for NEPA compliance. i. Schedule for construction and occupancy. Construction will begin in November 2011. Construction should take approximately 1 year. The new elevator tower and expanded window openings should be in place and in service by November 2012. j. Total estimated cost of project and funding status.

The total project cost is approximately $1,900,000. Funding has been approved by the AFRH Chief Operating Officer, Chief Financial Officer, and the Capital Funding Committee. k. A transportation management program for any project that will increase the

employment level on a work site to 500 or more employees (including existing and proposed employees).

The new elevator tower and expanded window openings will not result in a net change of full-time employees or a change in land use at AFRH-W. There will be no permanent impact on traffic patterns or volume as a result of this project, and a transportation management program is not required.

Armed Forces Retirement Home - Washington Eagle Gate Renovation Project Final Design Review Submission June 30, 2011 II. EXISTING CONDITIONS

FIGURE 1: Proposed project location

PROJECT LOCATION

FIGURE 2: Location of proposed new elevator tower and entry pavilion (view of southwest corner of the Sheridan Building, looking northeast) EHT Traceries, May 2011

FIGURE 3: Location of proposed new elevator tower and entry pavilion (view of southwest corner of the Sheridan Building, looking east) EHT Traceries, May 2011

FIGURE 4: Location of proposed expanded window openings (view of south elevation of the Sheridan Building, looking northeast) EHT Traceries, May 2011

FIGURE 5: Location of proposed new entry pavilion (detail of south building entrance, looking east) EHT Traceries, May 2011

FIGURE 6: Location of proposed new entry pavilion (detail of south building entrance, looking northeast) EHT Traceries, May 2011

FIGURE 7: Location of proposed new elevator tower (detail of southeast corner of the Sheridan Building) EHT Traceries, May 2011

URR #15 – Sheridan Building Exterior Alterations May 20, 2011 Page 1/11

DC SHPOUNDERTAKING REVIEW REQUEST (URR)

DATE: May 20, 2011 PROPOSED START DATE: September 2011

RESOURCE(S) TO BE AFFECTED: RLS: Sheridan Building (Building 17) Non-Contributing

BRIEF DESCRIPTION OF PROPOSED ACTION:

AFRH proposes to construct a new glass and steel elevator tower and to expand existing window openings on the Sheridan Building. These alterations will accommodate the relocation of Assisted Living residents from the LaGarde Building to the Sheridan Building as part of the Home’s efforts to consolidate operations in the north end of the campus. Assisted Living will be located on the second and third floors of the south tower of the building. Constructed in 1960, the Sheridan Building dates from outside the period of significance of the AFRH-W Historic District and is identified as a non-contributing resource.

ELEVATOR TOWER

Scope The new tower will accommodate two elevator shafts that will provide access to all floors of the Sheridan Building, including the basement. The tower cannot be accommodated within the footprint of the building because of the difficulty and cost of altering the building’s floor structure. Instead, the tower will project from a recessed bay at the southwest corner of the building, adjacent to the south entrance. The tower will extend approximately 5’6” above the height of the existing roof parapet and will extend a full story below grade, at the level of the existing subterranean tunnel between the Sheridan and Scott buildings. A new entry pavilion will be constructed adjacent to the tower and will be consistent in character with the new elevator tower.

The tower will be constructed of a steel frame with glass enclosure, and the elevator cabs will be glass. The machine room will be located in the basement.

Purpose: The elevators will be used by all residents living in the south tower of the Sheridan Building to minimize the travel distance between the Sheridan Building and the New Commons Building. The elevators will be used for food service between the kitchen facilities in the New Commons Building and the relocated Assisted Living residents in the Sheridan Building. The elevators will assist in moving supplies and other back-of-house services between the New Commons Building and the two Assisted Living floors by connecting to the new service tunnel between the two buildings.The elevators will be used by AFRH-W staff to transport Assisted Living residents in the Sheridan Building to the wellness clinic, administrative and business offices, and activity spaces in the New Commons Building, including the dining room, library, computer room, meditation chapel, swimming pool, fitness center, and therapy room.The elevators will be used in emergency situations to accommodate stretchers.

Need: Relocating Assisted Living residents from the LaGarde Building to the Sheridan Building is the primary component of consolidating the Home’s operations in the north end of the campus and is crucial to decreasing operating costs for the agency. The new elevator tower will accommodate this relocation.

GOVERNMENT OF THE DISTRICT OF COLUMBIA STATE HISTORIC PRESERVATION OFFICE

1100 4th Street, S.W., Suite E650, Washington, D.C. 20024 Phone: 202-442-7600 Fax: 202-442-7638

DC STATE HISTORIC PRESERVATION OFFICEFEDERAL AGENCY SECTION 106 REVIEW FORM

TO: Justin Seffens, Federal Preservation Officer ADDRESS: Armed Forces Retirement Home-Washington, 3700 North Capitol Street, NW

PROJECT NAME/DESCRIPTION: Sheridan Building exterior alterations (URR #15)

PROJECT ADDRESS/LOCATION DESCRIPTION: Sheridan Building (Building 17)

DC SHPO PROJECT NUMBER: 11-275

The DC State Historic Preservation Office (DC SHPO) has reviewed the above-referenced federal undertaking(s) in accordance with Section 106 of the National Historic Preservation Act and has determined that:

Alternate two, with the lower elevator, will be constructed; the final design will be reviewed by the U.S. Commission of Fine Arts and the National Capital Planning Commission.

BY: DATE: June 8, 2011 Timothy Dennee, Architectural Historian

This project will have no effect on historic properties. No further DC SHPO review or comment will be necessary.

There are no historic properties that will be affected by this project. No further DC SHPO review or comment will be necessary.

This project will have no adverse effect on historic properties. No further DC SHPO review or comment will be necessary.

This project will have no adverse effect on historic properties conditioned upon fulfillment of the measures stipulated below.

Other Comments / Additional Comments (see below):

URR #15 – Sheridan Building Exterior Alterations May 20, 2011 Page 2/11

AFRH food services seek to minimize travel distance and avoid moving food through common areas. Theexisting elevators would require dining staff to travel through the central activity spaces and the primary corridors of the Sheridan Building to access Assisted Living residents. The new elevators, however, will allow staff to move directly to Assisted Living from the service tunnel between the New Commons Building and the Sheridan Building. This will make food service more efficient and cost effective for AFRH-W.Transporting bulk food a shorter distance between the kitchen and Assisted Living floors will contribute to a higher quality of food because appropriate hot and cold temperatures can be maintained during transit. The new elevators will provide additional convenience and mobility to all residents traveling from the New Commons Building to the Sheridan Building, as the elevators will serve all floors of Sheridan. The new elevators will improve safety and comfort for residents and staff by minimizing the travel distance for transporting Assisted Living residents to the wellness clinic in the New Commons Building. The elevators will minimize travel distance to the New Commons Building for all Independent Living residents in the southern towers of the Sheridan Building, which is important for many residents who have decreased mobility.Elevators that are used to transport Assisted Living residents on stretchers must allow enough space for additional medical equipment and for larger than typical patients and medics, per building code requirements. The existing elevators in the Sheridan building can accommodate a stretcher on a diagonal, but they do not provide enough additional space. The new elevators will meet existing code. Maximizing the residents’ efficient and safe utilization of their living environment, promoting their access to supportive services, and enhancing the quality of food service are all important components of person-centered care, a key focus of the agency’s CARF accreditation. Enhancing the residents’ ability to safely and more easily move throughout the Sheridan Building will meet the goals for environmental and communications accessibility stated in CARF Quality Standards.

EXPANDED WINDOW OPENINGS Scope The exterior of the Sheridan Building will be altered to accommodate the new Assisted Living functions on the interior of the building. The existing masonry panels outside the corner rooms on the second and third floors at the south end of the Sheridan Building will be removed, and four existing punched openings will be expanded to accommodate floor-to-ceiling glass.

Purpose: The expanded openings correspond to new day rooms on the interior of the building. The increased glazing will dramatically improve visibility from the day rooms to the exterior.

Need: Relocating Assisted Living residents from the LaGarde Building to the Sheridan Building is the primary component of consolidating the Home’s operations in the north end of the campus and is crucial to decreasing operating costs for the agency. Design changes for new day rooms for Assisted Living residents will accommodate this relocation.Providing more modern, light-filled spaces will be an attraction to potential AFRH-W residents and their families. Assisted Living residents may have limited mobility and may not be able to fully enjoy the amenities and common areas that the agency provides on other parts of the campus. Increasing the visibility of the campus from day rooms and activity rooms is an important part of providing a comfortable, appealing, and calming setting for Assisted Living residents, while also providing a sense of connection between these residents and the activities taking place outside the building.

IS ANY DEMOLITION OR REMOVAL OF BUILDING OR LANDSCAPE MATERIAL ANTICIPATED?

Yes. The proposed scope includes removal of existing building material from a non-contributing building.

IS THERE AN ADVERSE EFFECT ON RESOURCE(S)?No.

IF YES, EXPLAIN:N/A

URR #15 – Sheridan Building Exterior Alterations May 20, 2011 Page 3/11

ATTACHMENTS:

MAP SHOWING APE, INDICATING LOCATION OF AFFECTED RESOURCES

COMPREHENSIVE PHOTOS OF APECOMPREHENSIVE PHOTOS OF AFFECTED RESOURCE(S)AFRH-W RI/CRM DATA SHEET FOR AFFECTED RESOURCE(S)ARCHITECTURAL DRAWINGS, SUFFICIENT TO INDICATE DESIGN OF PROPOSED WORK

ADDITIONAL INFORMATION:n/a

INTERNAL AFRH-W INFO:

NAME OF PROJECT PROPOSER REQUESTING PERMISSION TO PROCEED:

Justin Seffens (Chief of Campus Operations and Federal Preservation Officer, AFRH-W)

TELEPHONE: 202-730-3508E-MAIL: justin.seffens@afrh.gov

WHO WILL OVERSEE THE ACTION? Justin Seffens (Chief of Campus Operations, AFRH-W)

CONTRACTOR(S) EXPECTED TO CARRY OUT THE ACTION:

Hensel Phelps

URR #15 – Sheridan Building Exterior Alterations May 20, 2011 Page 5/11

Figure 1: Location Map for Sheridan Building (Building 17)

ProjectLocation

URR #15 – Sheridan Building Exterior Alterations May 20, 2011 Page 6/11

Figures 2 and 3: View of recessed bay at southwest corner of the Sheridan Building, location of the proposed elevator tower

Figure 4: Detail of recessed bay at southwest corner of the Sheridan Building, location of the proposed elevator tower

URR #15 – Sheridan Building Exterior Alterations May 20, 2011 Page 7/11

Figure 5: View of southwest corner of the Sheridan Building, location of proposed expanded window openings on the second and third stories

Figure 6: Detail of existing entry at southwest corner of the Sheridan Building

URR #15 – Sheridan Building Exterior Alterations May 20, 2011 Page 8/11

Figure 7: Context view of proposed new elevator tower on the Sheridan Building

URR #15 – Sheridan Building Exterior Alterations May 20, 2011 Page 9/11

Figure 8: Context view of proposed alterations to window openings on south elevation of the Sheridan Building

Figure 9: Detail view of proposed alterations to window openings on 2nd and 3rd stories of the south elevation of the Sheridan Building

URR #15 – Sheridan Building Exterior Alterations May 20, 2011 Page 10/11

URR #15 – Sheridan Building Exterior Alterations May 20, 2011 Page 11/11

UP

18.6

5A

10.6

1A

10.2

EXIS

TIN

G P

EDES

TRIA

N T

UN

NEL

PHAS

E I

BASE

/ALT

ERN

ATE

1 (A

LL G

RO

UN

D L

EVEL

IMPR

OVE

MEN

TSIN

CLU

DIN

G E

LEVA

TOR

PIT

)

BASE

ON

LYR

EFER

TO

SH

EET

A10.

3 FO

REL

EVAT

OR

MAC

HIN

E R

OO

MAL

TER

NAT

E

1

A10

.8

2A

10.2

BASE

SEC

TIO

N

ALTE

RN

ATE

ISE

CTI

ON

BASE

/ALT

ERN

ATE

1G

RAD

ED T

ERR

AIN

AN

DR

ETAI

NIN

G W

ALL

BASE

BASE

BASE

REF

ER T

O S

HEE

T A1

0.3

FOR

ELE

VATO

R M

ACH

INE

RO

OM

ALT

ERN

ATES

ELEV

ATO

R AL

TERN

ATES

BASE

- PR

OVI

DE

TUN

NEL

CO

NN

ECTI

ON

FR

OM

SC

OTT

BU

ILD

ING

TO

SH

ERID

AN B

UIL

DIN

G,

INC

LUD

ING

ALL

DEM

OLI

TIO

N A

ND

IM

PRO

VEM

ENTS

WO

RK

AT L

EVEL

S G

RO

UN

DTH

RO

UG

H R

OO

F IN

CLU

DIN

G IN

STAL

LATI

ON

O

F N

EW E

LEVA

TOR

S, C

UR

TAIN

WAL

L SY

STEM

, EN

TRY

VEST

IBU

LE, S

LAB

ADD

ITIO

NAN

D S

TRU

CTU

RAL

REI

NFO

RC

EMEN

TS, A

ND

FI

NIS

HES

.

ALT

ERN

ATE

I -

PRO

VID

E AL

L W

OR

K IN

CLU

DIN

G D

EMO

LITI

ON

AND

NEW

IMPR

OVE

MEN

TS O

NLY

AT

GR

OU

ND

FLO

OR

. PR

OVI

DE

TEM

POR

ARY

CAP

AS

PER

1/

A10.

2. E

XCLU

DE

ALL

WO

RK

FRO

M L

EVEL

S1

THR

U 7

, EXC

LUD

E AL

L EL

EVAT

OR

EQ

UIP

MEN

T AT

GR

OU

ND

FLO

OR

.

ALTE

RNAT

E LE

GEN

D

BASE

/ALT

ERN

ATE

1 W

OR

K AN

DIM

PRO

VEM

ENTS

BASE

WO

RK

AND

IMPR

OVE

MEN

TS

EXIS

TIN

G S

HER

IDAN

CO

NST

RU

CTI

ON

TO

REM

AIN

AN

D B

E PR

OTE

CTE

D D

UR

ING

WO

RK

N

GEN

ERAL

SER

VIC

ES A

DM

INIS

TRAT

ION

301

7TH

& D

STR

EETS

, SW

RO

OM

200

2W

ASH

ING

TON

, DC

204

07

ARM

ED F

OR

CES

RET

IREM

ENT

HO

ME

3700

NO

RTH

CAP

ITO

L ST

REE

T N

WW

ASH

ING

TON

, DC

200

11

CERTIFICATIONS KEY PLAN REVISION NOTES GRAPHIC SCALE CONTRACTORS BUILDING PROJECT DRAWING

MAR

KD

ATE

DES

CR

IPTI

ON

A/E

CO

N. N

O.

A/E

TASK

NO

.

CO

NS.

CO

NTR

.

CO

NS.

WO

RK

PRIM

E A/

E

SUB

A/E

CO

NST

R. C

ON

.

NAM

E

STR

EET

CIT

Y/ST

./ZIP

BUIL

DIN

G N

O.

OTH

ERBU

ILD

ING

NO

s.

FAC

ILIT

Y C

OD

E

PRO

JEC

TTI

TLE

PRO

JEC

TD

ESC

RIP

TIO

N

PRO

JEC

T N

O.

GSA

PM

SUBM

ISSI

ON

SUB

DAT

E

DR

AWIN

G T

ITLE

FILE

NAM

E

FLO

OR

NO

.

DR

AWN

BY

CH

ECKE

D B

Y

DR

AWIN

G N

O.

DIS

CIP

LIN

ESH

EET

TYPE

SEQ

UEN

CE

SHEE

TO

FPR

OPE

RTY

OF

THE

UN

ITED

STA

TES

GO

VER

NM

ENT

- FO

R O

FFIC

IAL

USE

ON

LY.

D

o no

t rem

ove

this

not

ice.

P

rope

rly d

estro

y do

cum

ents

whe

n no

long

er n

eede

d.

DAT

E D

RAF

TED

:

SCO

TT B

UIL

DIN

G

SCO

TT R

OAD

NW

WAS

HIN

GTO

N, D

C 2

0011

SHEE

T SI

ZE: 3

0 X

42

RIC

K H

AMIL

TON

SCO

TT B

UIL

DIN

G R

EPLA

CEM

ENT

Tel D

ata

Engi

neer

Pow

erho

use

Des

ign

Arc

hite

cts

and

Engi

neer

s Lt

d.

412.

287.

7333

412-

287-

7334

Cos

t Con

sulta

ntR

ider

Lev

ett B

uckn

all

617.

737.

9339

617.

737.

0540

101

C:\U

sers

\mpa

gane

tti\D

ocum

ents

\AFR

HC

once

pt_C

entra

l_m

paga

netti

.rvt

As

indi

cate

d

Jaco

bs E

ngin

eerin

g, In

c.57

1.72

1.12

01C

onst

ruct

ion

Man

ager

571.

721.

1271

Amm

an W

hitn

ey20

2.33

1.74

90St

ruct

ural

Eng

inee

r20

2.33

1.10

29

Bur

o H

appo

ld C

onsu

lting

Engi

neer

s

MEP

/FP/

Tel D

ata

Engi

neer

617.

419.

2284

A. M

orto

n Th

omas

and

Ass

ocia

tes,

Inc.

301.

881.

0814

Civ

il En

gine

er80

0.88

1.25

45

Geo

conc

epts

Eng

inee

ring,

Inc.

703.

726.

8032

Geo

tech

nica

l Eng

inee

r70

3.72

6.80

30

Froe

hlin

g &

Rob

erts

on, I

nc91

9.58

2.03

04En

viro

nmen

tal E

ngin

eer

919.

828.

3441

Poly

soni

cs C

orpo

ratio

n54

0.34

1.09

09A

cous

tical

Con

sulta

nt54

0.34

1.49

88

mcl

a20

2.29

8.80

79Li

ghtin

g C

onsu

ltant

202.

298.

8062

Lee

and

Asso

ciat

es20

2.46

6.42

32La

ndsc

ape

Arc

hite

ct20

2.46

6.66

66

Hop

kins

Foo

d Se

rvic

eSp

ecia

lists

, Inc

.30

1.32

0.92

02Fo

od S

ervi

ce C

onsu

ltant

301.

320.

9200

A10.

1

Aut

hor

Che

cker

02/1

5/11

ELEV

ATO

R P

HAS

ING

Febr

uary

28,

201

1

BRID

GIN

G D

OC

UM

ENT

AFR

H -

New

Com

mon

s an

dH

ealth

care

Cen

ter

2900

3.00

1/8

" = 1

'-0"

1PH

ASIN

G P

LAN

- G

RO

UN

D F

LOO

R

1/8

" = 1

'-0"

2PH

ASIN

G P

LAN

- FI

RST

FLO

OR

1/8

" = 1

'-0"

3PH

ASIN

G P

LAN

- SE

CO

ND

FLO

OR

1/8

" = 1

'-0"

4

PHAS

ING

PLA

N -

ELEV

ATO

R R

OO

FLE

VEL

90

Sher

idan

Gro

und

Floo

r-1

' - 0

"

Sher

idan

Firs

t Flo

or13

' - 0

"

Sher

idan

Sec

ond

Floo

r27

' - 0

"

She

ridan

Ele

vato

r Pit

-8' -

0"

TEM

POR

ARY

CO

NC

RET

E SL

AB

NEW

WAL

KWAY

CO

NTI

NU

OU

S W

ATER

PRO

OFI

NG

OVE

RR

EMO

VABL

E C

ON

CR

ETE

SLAB

NEW

REM

OVA

BLE

CO

NC

RET

EM

ETAL

DEC

K SL

AB

8" x

8" S

TEEL

BEA

MS

AT 4

' ON

CEN

TER

INFI

LL E

LEVA

TOR

DO

OR

OPE

NIN

GS

WIT

H 6

x8x1

6C

ON

CR

ETE

BLO

CKS

EXIS

TIN

G E

NTR

Y

EXIS

TIN

G C

ANO

PY

EXIS

TIN

G F

OU

ND

ATIO

N W

ALL

EXIS

TIN

GPI

LE C

AP

PRO

VID

EBO

ND

BR

EAKE

R

PRO

VID

E KE

Y, W

ATER

STO

P AN

DEP

OXY

AN

CH

OR

ED D

OW

ELS

AT 2

4" O

N C

ENTE

R

PRO

VID

E KE

Y, W

ATER

STO

P AN

DEP

OXY

AN

CH

OR

ED D

OW

ELS

AT 2

4" O

N C

ENTE

R

PRO

VID

E EX

PAN

SIO

N B

OLT

EDA

NG

LES

BETW

EEN

TH

E BE

AMS

FOR

MET

AL D

ECK

SUPP

OR

T

EXIS

TIN

G P

EDES

TRIA

N T

UN

NEL

Sher

idan

Thi

rd F

loor

37' -

6"

She

ridan

Six

th F

loor

69' -

0"

She

ridan

Sev

enth

Flo

or79

' - 6

"

Sher

idan

T.O

. Cop

ing

93' -

0 1

/4"

Elev

ator

Roo

f Lev

el98

' - 6

"

8' - 6"

10' - 0"

8' - 3"8' - 0" TYP.

V.I.F.

8' - 0" TYP.

V.I.F.

8' - 0" TYP.

V.I.F. 10' - 0"

NEW

WAL

KWAY

CO

NC

RET

E PI

T W

ALLS

BEYO

ND

EXIS

TIN

G F

OU

ND

ATIO

N W

ALL

EXIS

TIN

GPI

LE C

AP

PRO

VID

EBO

ND

BR

EAKE

R

PRO

VID

E KE

Y, W

ATER

STO

P AN

DEP

OXY

AN

CH

OR

ED D

OW

ELS

AT 2

4" O

N C

ENTE

R

PRO

VID

E KE

Y, W

ATER

STO

P AN

DEP

OXY

AN

CH

OR

ED D

OW

ELS

AT 2

4" O

N C

ENTE

R

EXIS

TIN

G P

EDES

TRIA

N T

UN

NEL

HO

IST

BEAM

AS

PER

MFR

'SR

ECO

MM

END

ATIO

N

VIR

ACO

N 1

" VE1

-2M

INSU

LATI

NG

HS/

HS

SILK

SCR

EEN

ALU

MIN

UM

SIL

ICO

NE

GLA

ZED

CU

RTA

INW

ALL

MU

LLIO

N (V

ERTI

CAL

S)

6" S

IGH

TLIN

E AL

UM

INU

MC

UR

TAIN

WAL

L M

ULL

ION

(HO

RIZ

ON

TALS

)

CO

NTI

NU

OU

S W

ATER

PRO

OFI

NG

NEW

SLA

B PO

RTI

ON

EXIS

TIN

G B

EAM

. CU

T TO

P PO

RTI

ON

AND

REI

NFO

RC

E ST

RU

CTU

RE.

PRO

VID

E EX

PAN

SIO

N J

OIN

T TY

P.AB

OVE

GR

ADE

NEW

GW

B C

EILI

NG

TYP

.

4

A10

.8Si

m

5

A10

.8Si

m

5

A10

.8Si

m

4

A10

.8Si

m

EXIS

TIN

G C

EILI

NG

TO R

EMAI

N

EXIS

TIN

G C

EILI

NG

TO R

EMAI

N

EXIS

TIN

G C

EILI

NG

TO R

EMAI

N

EXIS

TIN

G C

EILI

NG

TO R

EMAI

N

NEW

AC

TC

EILI

NG

NEW

AC

TC

EILI

NG

NEW

GW

B C

EILI

NG

NEW

GW

B C

EILI

NG

NEW

GW

B C

EILI

NG

NEW

GW

B C

EILI

NG

NEW

GW

B C

EILI

NG

NEW

GW

B C

EILI

NG

INSU

LATE

D M

ETAL

PAN

EL

VEN

T LO

UVE

RS

AS P

ERM

FR'S

REC

OM

MEN

DAT

ION

NEW

ELE

VATO

RD

OO

RS

TYP.

N

GEN

ERAL

SER

VIC

ES A

DM

INIS

TRAT

ION

301

7TH

& D

STR

EETS

, SW

RO

OM

200

2W

ASH

ING

TON

, DC

204

07

ARM

ED F

OR

CES

RET

IREM

ENT

HO

ME

3700

NO

RTH

CAP

ITO

L ST

REE

T N

WW

ASH

ING

TON

, DC

200

11

CERTIFICATIONS KEY PLAN REVISION NOTES GRAPHIC SCALE CONTRACTORS BUILDING PROJECT DRAWING

MAR

KD

ATE

DES

CR

IPTI

ON

A/E

CO

N. N

O.

A/E

TASK

NO

.

CO

NS.

CO

NTR

.

CO

NS.

WO

RK

PRIM

E A/

E

SUB

A/E

CO

NST

R. C

ON

.

NAM

E

STR

EET

CIT

Y/ST

./ZIP

BUIL

DIN

G N

O.

OTH

ERBU

ILD

ING

NO

s.

FAC

ILIT

Y C

OD

E

PRO

JEC

TTI

TLE

PRO

JEC

TD

ESC

RIP

TIO

N

PRO

JEC

T N

O.

GSA

PM

SUBM

ISSI

ON

SUB

DAT

E

DR

AWIN

G T

ITLE

FILE

NAM

E

FLO

OR

NO

.

DR

AWN

BY

CH

ECKE

D B

Y

DR

AWIN

G N

O.

DIS

CIP

LIN

ESH

EET

TYPE

SEQ

UEN

CE

SHEE

TO

FPR

OPE

RTY

OF

THE

UN

ITED

STA

TES

GO

VER

NM

ENT

- FO

R O

FFIC

IAL

USE

ON

LY.

D

o no

t rem

ove

this

not

ice.

P

rope

rly d

estro

y do

cum

ents

whe

n no

long

er n

eede

d.

DAT

E D

RAF

TED

:

SCO

TT B

UIL

DIN

G

SCO

TT R

OAD

NW

WAS

HIN

GTO

N, D

C 2

0011

SHEE

T SI

ZE: 3

0 X

42

RIC

K H

AMIL

TON

SCO

TT B

UIL

DIN

G R

EPLA

CEM

ENT

Tel D

ata

Engi

neer

Pow

erho

use

Des

ign

Arc

hite

cts

and

Engi

neer

s Lt

d.

412.

287.

7333

412-

287-

7334

Cos

t Con

sulta

ntR

ider

Lev

ett B

uckn

all

617.

737.

9339

617.

737.

0540

101

C:\U

sers

\mpa

gane

tti\D

ocum

ents

\AFR

HC

once

pt_C

entra

l_m

paga

netti

.rvt

1/4

" = 1

'-0"

Jaco

bs E

ngin

eerin

g, In

c.57

1.72

1.12

01C

onst

ruct

ion

Man

ager

571.

721.

1271

Amm

an W

hitn

ey20

2.33

1.74

90St

ruct

ural

Eng

inee

r20

2.33

1.10

29

Bur

o H

appo

ld C

onsu

lting

Engi

neer

s

MEP

/FP/

Tel D

ata

Engi

neer

617.

419.

2284

A. M

orto

n Th

omas

and

Ass

ocia

tes,

Inc.

301.

881.

0814

Civ

il En

gine

er80

0.88

1.25

45

Geo

conc

epts

Eng

inee

ring,

Inc.

703.

726.

8032

Geo

tech

nica

l Eng

inee

r70

3.72

6.80

30

Froe

hlin

g &

Rob

erts

on, I

nc91

9.58

2.03

04En

viro

nmen

tal E

ngin

eer

919.

828.

3441

Poly

soni

cs C

orpo

ratio

n54

0.34

1.09

09A

cous

tical

Con

sulta

nt54

0.34

1.49

88

mcl

a20

2.29

8.80

79Li

ghtin

g C

onsu

ltant

202.

298.

8062

Lee

and

Asso

ciat

es20

2.46

6.42

32La

ndsc

ape

Arc

hite

ct20

2.46

6.66

66

Hop

kins

Foo

d Se

rvic

eSp

ecia

lists

, Inc

.30

1.32

0.92

02Fo

od S

ervi

ce C

onsu

ltant

301.

320.

9200

A10.

2

Aut

hor

Che

cker

02/1

7/11

ELEV

ATO

R P

HAS

ING

DET

AILS

Febr

uary

28,

201

1

BRID

GIN

G D

OC

UM

ENT

AFR

H -

New

Com

mon

s an

dH

ealth

care

Cen

ter

2900

3.00

1/4

" = 1

'-0"

1SE

CTI

ON

- EL

EVAT

OR

ALT

ERN

ATE

1 1

/4" =

1'-0

"2

SEC

TIO

N -

ELEV

ATO

R B

ASE

1/4

" = 1

'-0"

3SE

CTI

ON

- EL

EVAT

OR

BAS

E LO

BBY

91

LIM

IT O

F W

OR

K

EXIS

TIN

G U

TILI

TY C

HAS

EA

ND

PIP

ES T

O B

ED

EMO

LISH

ED

CU

T PO

RTI

ON

OF

EXIS

TIN

G P

EDES

TRIA

NTU

NN

EL T

O M

ATC

H N

EW C

ON

STR

UC

TIO

N

PRO

TEC

T ST

RU

CTU

RE

DU

RIN

G D

EMO

LITI

ON

TYP

.

EXIS

TIN

GBU

ILD

ING

JO

INT

(LIM

IT O

F FL

OO

RFI

NIS

H D

EMO

)

DEM

OLI

SH C

EILI

NG

AN

DFL

OO

R F

INIS

H T

HR

OU

GH

OU

T

LIM

IT O

F FL

OO

R F

INIS

HD

EMO

REM

OVE

SO

ILAS

PER

CIV

IL D

RAW

ING

S

AREA

OF

WO

RK

CU

T TO

P PO

RTI

ON

OF

BEAM

EXTE

ND

ING

OVE

R S

LAB.

PR

OTE

CT

AND

BR

ACE

REM

AIN

ING

PO

RTI

ON

OF

BEAM

EXIS

TIN

GBU

ILD

ING

JO

INT

(LIM

IT O

F FL

OO

RFI

NIS

H D

EMO

)

DEM

OLI

SH C

EILI

NG

AND

FLO

OR

FIN

ISH

TH

RO

UG

HO

UT

EXIS

TIN

G P

IPES

TO

BE

DEM

OLI

SHEDLIM

IT O

F FL

OO

RFI

NIS

H D

EMO

A10

.34

AREA

OF

WO

RK

CU

T TO

P PO

RTI

ON

OF

BEAM

EXTE

ND

ING

OVE

R S

LAB.

PR

OTE

CT

AND

BR

ACE

REM

AIN

ING

PO

RTI

ON

OF

BEAM

EXIS

TIN

GBU

ILD

ING

JO

INT

DEM

O F

LOO

RFI

NIS

H

LIM

IT O

F FL

OO

RFI

NIS

H D

EMO

LITI

ON

A10

.34

DEM

OLI

TIO

N LE

GEN

D: EX

ISTI

NG

DO

OR

& F

RAM

E TO

REM

AIN

EXIS

TIN

G W

IND

OW

& F

RAM

E TO

REM

AIN

GEN

ERAL

DEM

OLI

TIO

N NO

TES:

1. D

UR

ING

DEM

OLI

TIO

N, P

RO

TEC

T AL

L A

REA

S, S

YSTE

MS

FIN

ISH

ES A

ND

OTH

ERIT

EMS

TO R

EMAI

N.

2.D

EMO

LITI

ON

PLA

NS

ARE

PRO

VID

ED T

O D

IAG

RAM

AR

EAS

OF

DEM

OLI

TIO

N A

ND

AR

EN

OT

TO B

E C

ON

SID

ERED

A R

ECO

RD

OF

EXIS

TIN

G C

ON

DIT

ION

S.

3. C

OO

RD

INAT

E EX

TEN

T O

F D

EMO

LITI

ON

WIT

H N

EW C

ON

STR

UC

TIO

N W

OR

K.

4. D

EMO

LISH

ALL

FLO

OR

FIN

ISH

ES W

ITH

IN W

OR

K AR

EA.

5. R

EMO

VE C

EILI

NG

S W

ITH

IN W

OR

K AR

EA O

F G

RO

UN

D F

LOO

R A

ND

FIR

ST F

LOO

R, I

NC

LUD

ING

ALL

LIG

HT

FIXT

UR

ES A

ND

MEC

HAN

ICAL

DIF

FUSE

RS

PER

NAR

RAT

IVE.

6. R

EIN

FOR

CE

ALL

CU

T BE

AMS

AS P

ER S

TRU

CTU

RAL

REQ

UIR

EMEN

TS.

7. P

RO

TEC

T A

LL E

XIST

ING

TO

REM

AIN

TH

RO

UG

HO

UT,

INC

LUD

ING

MEC

HAN

ICAL

DU

CTW

OR

KAN

D E

QU

IPM

ENT

WIT

HIN

DEM

OLI

SHED

CEI

LIN

G A

REA

.

EXIS

TIN

G T

O R

EMAI

N

EXIS

TIN

G T

O B

E D

EMO

LISH

ED

EXIS

TIN

G D

OO

R &

FR

AME

TO B

E D

EMO

LISH

EDEX

ISTI

NG

WIN

DO

W &

FR

AME

TO B

E D

EMO

LISH

ED

EXIS

TIN

G C

EILI

NG

, IN

CLU

DIN

G L

IGH

T FI

XTU

RES

DIF

FUSE

RS

AND

OTH

ER C

OM

PON

ENTS

TO

BE

DEM

OLI

SHED

Leve

l 215

' - 0

"Sh

erid

an F

irst F

loor

13' -

0"

Sher

idan

Sec

ond

Floo

r27

' - 0

"

Sher

idan

Thi

rd F

loor

37' -

6"

Sher

idan

Fou

rth F

loor

48' -

0"

Sher

idan

Fift

h Fl

oor

58' -

6"

She

ridan

Six

th F

loor

69' -

0"

She

ridan

Sev

enth

Flo

or79

' - 6

"

Sher

idan

T.O

. Cop

ing

93' -

0 1

/4"

EXIS

TIN

G C

ANO

PYTO

BE

DEM

OLI

SHED

POR

TIO

NS

OF

FAC

HAD

ETO

BE

DEM

OLI

SHED

ENTR

Y SY

STEM

TO B

E D

EMO

LISH

ED

N

GEN

ERAL

SER

VIC

ES A

DM

INIS

TRAT

ION

301

7TH

& D

STR

EETS

, SW

RO

OM

200

2W

ASH

ING

TON

, DC

204

07

ARM

ED F

OR

CES

RET

IREM

ENT

HO

ME

3700

NO

RTH

CAP

ITO

L ST

REE

T N

WW

ASH

ING

TON

, DC

200

11

CERTIFICATIONS KEY PLAN REVISION NOTES GRAPHIC SCALE CONTRACTORS BUILDING PROJECT DRAWING

MAR

KD

ATE

DES

CR

IPTI

ON

A/E

CO

N. N

O.

A/E

TASK

NO

.

CO

NS.

CO

NTR

.

CO

NS.

WO

RK

PRIM

E A/

E

SUB

A/E

CO

NST

R. C

ON

.

NAM

E

STR

EET

CIT

Y/ST

./ZIP

BUIL

DIN

G N

O.

OTH

ERBU

ILD

ING

NO

s.

FAC

ILIT

Y C

OD

E

PRO

JEC

TTI

TLE

PRO

JEC

TD

ESC

RIP

TIO

N

PRO

JEC

T N

O.

GSA

PM

SUBM

ISSI

ON

SUB

DAT

E

DR

AWIN

G T

ITLE

FILE

NAM

E

FLO

OR

NO

.

DR

AWN

BY

CH

ECKE

D B

Y

DR

AWIN

G N

O.

DIS

CIP

LIN

ESH

EET

TYPE

SEQ

UEN

CE

SHEE

TO

FPR

OPE

RTY

OF

THE

UN

ITED

STA

TES

GO

VER

NM

ENT

- FO

R O

FFIC

IAL

USE

ON

LY.

D

o no

t rem

ove

this

not

ice.

P

rope

rly d

estro

y do

cum

ents

whe

n no

long

er n

eede

d.

DAT

E D

RAF

TED

:

SCO

TT B

UIL

DIN

G

SCO

TT R

OAD

NW

WAS

HIN

GTO

N, D

C 2

0011

SHEE

T SI

ZE: 3

0 X

42

RIC

K H

AMIL

TON

SCO

TT B

UIL

DIN

G R

EPLA

CEM

ENT

Tel D

ata

Engi

neer

Pow

erho

use

Des

ign

Arc

hite

cts

and

Engi

neer

s Lt

d.

412.

287.

7333

412-

287-

7334

Cos

t Con

sulta

ntR

ider

Lev

ett B

uckn

all

617.

737.

9339

617.

737.

0540

101

C:\U

sers

\mpa

gane

tti\D

ocum

ents

\AFR

HC

once

pt_C

entra

l_m

paga

netti

.rvt

1/8

" = 1

'-0"

Jaco

bs E

ngin

eerin

g, In

c.57

1.72

1.12

01C

onst

ruct

ion

Man

ager

571.

721.

1271

Amm

an W

hitn

ey20

2.33

1.74

90St

ruct

ural

Eng

inee

r20

2.33

1.10

29

Bur

o H

appo

ld C

onsu

lting

Engi

neer

s

MEP

/FP/

Tel D

ata

Engi

neer

617.

419.

2284

A. M

orto

n Th

omas

and

Ass

ocia

tes,

Inc.

301.

881.

0814

Civ

il En

gine

er80

0.88

1.25

45

Geo

conc

epts

Eng

inee

ring,

Inc.

703.

726.

8032

Geo

tech

nica

l Eng

inee

r70

3.72

6.80

30

Froe

hlin

g &

Rob

erts

on, I

nc91

9.58

2.03

04En

viro

nmen

tal E

ngin

eer

919.

828.

3441

Poly

soni

cs C

orpo

ratio

n54

0.34

1.09

09A

cous

tical

Con

sulta

nt54

0.34

1.49

88

mcl

a20

2.29

8.80

79Li

ghtin

g C

onsu

ltant

202.

298.

8062

Lee

and

Asso

ciat

es20

2.46

6.42

32La

ndsc

ape

Arc

hite

ct20

2.46

6.66

66

Hop

kins

Foo

d Se

rvic

eSp

ecia

lists

, Inc

.30

1.32

0.92

02Fo

od S

ervi

ce C

onsu

ltant

301.

320.

9200

A10.

3

Aut

hor

Che

cker

02/0

1/11

SHER

IDAN

DEM

OLI

TIO

N F

LOO

R P

LAN

S

Febr

uary

28,

201

1

BRID

GIN

G D

OC

UM

ENT

AFR

H -

New

Com

mon

s an

dH

ealth

care

Cen

ter

2900

3.00

1/8

" = 1

'-0"

1S

herid

an G

roun

d Fl

oor D

emol

ition

Pla

n

1/8

" = 1

'-0"

2S

herid

an F

irst F

loor

Dem

oliti

on P

lan

1/8

" = 1

'-0"

3S

herid

an T

ypic

al F

loor

s 2

- 7 D

emol

ition

Pla

n

92

1/8

" = 1

'-0"

4EL

EVAT

ION

- W

EST

DEM

OLI

TIO

N

UP

18.6

1A

10.6

2A

10.6

A10

.7

1

A10

.7

3

3A

10.6

4A

10.6

5A

10.6

ALT

. 2

ALT

. 2

PRO

TEC

T N

ON

-WO

RK

AREA

DU

RIN

G C

ON

STR

UC

TIO

N

EXIS

TIN

G P

EDES

TRIA

N T

UN

NEL

EXIS

TIN

G U

TILI

TY T

UN

NEL

LOW

ER G

RAD

E

RET

AIN

ING

WAL

LSA

ND

BLA

STED

CO

NC

RET

E

EDG

E O

F TU

NN

ELBE

LOW

ATM

MAC

HIN

EAT

M D

ESK

GW

B, P

T-2

S.S.

HAN

DR

AIL,

TYP

.

HO

RIZ

ON

TAL

SLID

ING

FIR

E D

OO

RG

WB,

PT-

1 TY

P.SW

-2 T

YP.

PFT5

PFT5

PFT5

PFT5

PFT5

PFT5

PFT5

PFT5

PFT6

PFT6

PFT6

PFT6

PFT6

PFT6

PFT6

1

A10

.8

PFT6

CPT

CO

NN

ECTI

ON

BET

WEE

NEX

ISTI

NG

AN

D N

EWFL

OO

RS

PFT5

MAC

HINE

ROO

MSH

03

MAC

HINE

ROO

MSH

04

SER

VIC

EEL

EVAT

OR

VEST

IBUL

ESH

02

NEW

PEDE

STRI

ANTU

NNEL

SH01

A10

.82

EXIS

TIN

G B

UIL

DIN

GJO

INT

A10

.83

ELEV

ATO

RSH

AFT

SH05

2A

10.2

3A

10.2

CPT

-6TH

RO

UG

HO

UT

A10

.7

1

A10

.72A10

.7

3

AREA

OF

WO

RK

PRO

TEC

T N

ON

-WO

RK

AREA

DU

RIN

G C

ON

STR

UC

TIO

N NEW

PLA

NTE

R

PTD

ALU

MIN

UM

CLA

D C

OLU

MN

CU

RTA

INW

ALL

ELEV

ATO

REN

CLO

SUR

E

NEW

ELE

VATO

RS,

REF

ERTO

ELE

VATO

R A

LTER

NAT

ES

NEW

EN

TRY

VEST

IBU

LEC

UR

TAIN

WAL

L SY

STEM

NEW

CU

RTA

INW

ALL

ENTR

YVE

STIB

ULE

SH11

CO

NN

ECTI

ON

BET

WEE

NEX

ISTI

NG

AN

D N

EWFL

OO

RS

EXIS

TIN

G B

UIL

DIN

GJO

INT

2A

10.2

3A

10.2

8A

10.7

A10

.77

4

5

6C

PT-6

THR

OU

GH

OU

T

A10

.7

1

A10

.72A10

.7

3

MAC

HIN

E R

OO

MAL

TER

NAT

E 3

MAC

HIN

E R

OO

MAL

TER

NAT

E 1

EXIS

TIN

G B

UIL

DIN

GJO

INT

2A

10.2

3A

10.2

EXIS

TIN

G C

OLU

MN

SBE

LOW

ELEV

ATO

R/M

.R.

RO

OF

TO D

RAI

N T

OEX

ISTI

NG

SH

ERID

ANR

OO

F

A10

.7

1

A10

.72A10

.7

3

PHAS

E II

AREA

OF

WO

RK

PRO

TEC

T N

ON

-WO

RK

AREA

DU

RIN

G C

ON

STR

UC

TIO

N

CU

RTA

INW

ALL

ELEV

ATO

REN

CLO

SUR

E

NEW

ELE

VATO

RS,

REF

ERTO

ELE

VATO

R A

LTER

NAT

ES

NEW

GW

B W

ALL,

TO M

ATC

H E

XIST

ING

CO

NN

ECTI

ON

BET

WEE

NEX

ISTI

NG

AN

D N

EWFL

OO

RS

EXIS

TIN

G B

UIL

DIN

GJO

INT

2A

10.2

3A

10.2

8A

10.7

CPT

-6TH

RO

UG

HO

UT

EXTE

NT

OF

NEW

CAR

PET

ELEV

ATO

R N

OTE

S

BASE

- PR

OVI

DE

MAC

HIN

E R

OO

M-L

ESS

ELEV

ATO

RS

PER

BR

IDG

ING

DO

CU

MEN

T M

ANU

AL.

ALTE

RN

ATE

1 -

PRO

VID

E TR

ACTI

ON

ELE

VATO

RS

WIT

H

MAC

HIN

E R

OO

M T

O B

E LO

CAT

ED O

VER

EL

EVAT

OR

SH

AFT.

SH

AFT

HEI

GH

T TO

BE

MO

DIF

IED

TO

AC

CO

MO

DAT

E M

.R.

REQ

UIR

EMEN

TS. S

EE 3

/A10

.4

ALTE

RN

ATE

2 -

PRO

VID

E TR

ACTI

ON

ELE

VATO

RS

WIT

H

MAC

HIN

E R

OO

MS

TO B

E LO

CAT

ED W

ITH

IN

SHER

IDAN

BU

ILD

ING

GR

OU

ND

FLO

OR

.

LOC

ATIO

N T

BD B

Y O

WN

ER. S

EE 1

/A10

.4

ALTE

RN

ATE

3 -

PRO

VID

E EL

EVAT

OR

S W

ITH

MAC

HIN

E

RO

OM

S TO

BE

LOC

ATED

ON

SH

ERID

AN

BU

ILD

ING

RO

OF

ADJA

CEN

T TO

SH

AFT.

AT

TAC

H M

ACH

INE

RO

OM

STR

UC

TUR

E TO

EX

ISTI

NG

CO

LUM

NS

MAR

KED

ON

PLA

N. S

EE3/

A10.

4

N

GEN

ERAL

SER

VIC

ES A

DM

INIS

TRAT

ION

301

7TH

& D

STR

EETS

, SW

RO

OM

200

2W

ASH

ING

TON

, DC

204

07

ARM

ED F

OR

CES

RET

IREM

ENT

HO

ME

3700

NO

RTH

CAP

ITO

L ST

REE

T N

WW

ASH

ING

TON

, DC

200

11

CERTIFICATIONS KEY PLAN REVISION NOTES GRAPHIC SCALE CONTRACTORS BUILDING PROJECT DRAWING

MAR

KD

ATE

DES

CR

IPTI

ON

A/E

CO

N. N

O.

A/E

TASK

NO

.

CO

NS.

CO

NTR

.

CO

NS.

WO

RK

PRIM

E A/

E

SUB

A/E

CO

NST

R. C

ON

.

NAM

E

STR

EET

CIT

Y/ST

./ZIP

BUIL

DIN

G N

O.

OTH

ERBU

ILD

ING

NO

s.

FAC

ILIT

Y C

OD

E

PRO

JEC

TTI

TLE

PRO

JEC

TD

ESC

RIP

TIO

N

PRO

JEC

T N

O.

GSA

PM

SUBM

ISSI

ON

SUB

DAT

E

DR

AWIN

G T

ITLE

FILE

NAM

E

FLO

OR

NO

.

DR

AWN

BY

CH

ECKE

D B

Y

DR

AWIN

G N

O.

DIS

CIP

LIN

ESH

EET

TYPE

SEQ

UEN

CE

SHEE

TO

FPR

OPE

RTY

OF

THE

UN

ITED

STA

TES

GO

VER

NM

ENT

- FO

R O

FFIC

IAL

USE

ON

LY.

D

o no

t rem

ove

this

not

ice.

P

rope

rly d

estro

y do

cum

ents

whe

n no

long

er n

eede

d.

DAT

E D

RAF

TED

:

SCO

TT B

UIL

DIN

G

SCO

TT R

OAD

NW

WAS

HIN

GTO

N, D

C 2

0011

SHEE

T SI

ZE: 3

0 X

42

RIC

K H

AMIL

TON

SCO

TT B

UIL

DIN

G R

EPLA

CEM

ENT

Tel D

ata

Engi

neer

Pow

erho

use

Des

ign

Arc

hite

cts

and

Engi

neer

s Lt

d.

412.

287.

7333

412-

287-

7334

Cos

t Con

sulta

ntR

ider

Lev

ett B

uckn

all

617.

737.

9339

617.

737.

0540

101

C:\U

sers

\mpa

gane

tti\D

ocum

ents

\AFR

HC

once

pt_C

entra

l_m

paga

netti

.rvt

As

indi

cate

d

Jaco

bs E

ngin

eerin

g, In

c.57

1.72

1.12

01C

onst

ruct

ion

Man

ager

571.

721.

1271

Amm

an W

hitn

ey20

2.33

1.74

90St

ruct

ural

Eng

inee

r20

2.33

1.10

29

Bur

o H

appo

ld C

onsu

lting

Engi

neer

s

MEP

/FP/

Tel D

ata

Engi

neer

617.

419.

2284

A. M

orto

n Th

omas

and

Ass

ocia

tes,

Inc.

301.

881.

0814

Civ

il En

gine

er80

0.88

1.25

45

Geo

conc

epts

Eng

inee

ring,

Inc.

703.

726.

8032

Geo

tech

nica

l Eng

inee

r70

3.72

6.80

30

Froe

hlin

g &

Rob

erts

on, I

nc91

9.58

2.03

04En

viro

nmen

tal E

ngin

eer

919.

828.

3441

Poly

soni

cs C

orpo

ratio

n54

0.34

1.09

09A

cous

tical

Con

sulta

nt54

0.34

1.49

88

mcl

a20

2.29

8.80

79Li

ghtin

g C

onsu

ltant

202.

298.

8062

Lee

and

Asso

ciat

es20

2.46

6.42

32La

ndsc

ape

Arc

hite

ct20

2.46

6.66

66

Hop

kins

Foo

d Se

rvic

eSp

ecia

lists

, Inc

.30

1.32

0.92

02Fo

od S

ervi

ce C

onsu

ltant

301.

320.

9200

A10.

4

Aut

hor

Che

cker

02/0

1/11

SHER

IDAN

FLO

OR

PLA

NS

Febr

uary

28,

201

1

BRID

GIN

G D

OC

UM

ENT

AFR

H -

New

Com

mon

s an

dH

ealth

care

Cen

ter

2900

3.00

1/8

" = 1

'-0"

1S

herid

an G

roun

d Fl

oor

1/8

" = 1

'-0"

3El

evat

or R

oof L

evel

1/8

" = 1

'-0"

4S

herid

an T

ypic

al F

loor

s 2

- 7 P

lan

93

18.6

9' -

6" G

WB

8' -

6" G

WB

8' -

10" A

CT

9' -

2" A

CT

9' -

2" G

WB

8' -

10" G

WB

8' -

6" G

WB

8' -

6" G

WB

10' -

0" A

CT8'

- 3"

GW

B

10' -

0" A

CT

8' -

0" G

WB

9' -

0" E

XIST

ING

N

GEN

ERAL

SER

VIC

ES A

DM

INIS

TRAT

ION

301

7TH

& D

STR

EETS

, SW

RO

OM

200

2W

ASH

ING

TON

, DC

204

07

ARM

ED F

OR

CES

RET

IREM

ENT

HO

ME

3700

NO

RTH

CAP

ITO

L ST

REE

T N

WW

ASH

ING

TON

, DC

200

11

CERTIFICATIONS KEY PLAN REVISION NOTES GRAPHIC SCALE CONTRACTORS BUILDING PROJECT DRAWING

MAR

KD

ATE

DES

CR

IPTI

ON

A/E

CO

N. N

O.

A/E

TASK

NO

.

CO

NS.

CO

NTR

.

CO

NS.

WO

RK

PRIM

E A/

E

SUB

A/E

CO

NST

R. C

ON

.

NAM

E

STR

EET

CIT

Y/ST

./ZIP

BUIL

DIN

G N

O.

OTH

ERBU

ILD

ING

NO

s.

FAC

ILIT

Y C

OD

E

PRO

JEC

TTI

TLE

PRO

JEC

TD

ESC

RIP

TIO

N

PRO

JEC

T N

O.

GSA

PM

SUBM

ISSI

ON

SUB

DAT

E

DR

AWIN

G T

ITLE

FILE

NAM

E

FLO

OR

NO

.

DR

AWN

BY

CH

ECKE

D B

Y

DR

AWIN

G N

O.

DIS

CIP

LIN

ESH

EET

TYPE

SEQ

UEN

CE

SHEE

TO

FPR

OPE

RTY

OF

THE

UN

ITED

STA

TES

GO

VER

NM

ENT

- FO

R O

FFIC

IAL

USE

ON

LY.

D

o no

t rem

ove

this

not

ice.

P

rope

rly d

estro

y do

cum

ents

whe

n no

long

er n

eede

d.

DAT

E D

RAF

TED

:

SCO

TT B

UIL

DIN

G

SCO

TT R

OAD

NW

WAS

HIN

GTO

N, D

C 2

0011

SHEE

T SI

ZE: 3

0 X

42

RIC

K H

AMIL

TON

SCO

TT B

UIL

DIN

G R

EPLA

CEM

ENT

Tel D

ata

Engi

neer

Pow

erho

use

Des

ign

Arc

hite

cts

and

Engi

neer

s Lt

d.

412.

287.

7333

412-

287-

7334

Cos

t Con

sulta

ntR

ider

Lev

ett B

uckn

all

617.

737.

9339

617.

737.

0540

101

C:\U

sers

\mpa

gane

tti\D

ocum

ents

\AFR

HC

once

pt_C

entra

l_m

paga

netti

.rvt

1/8

" = 1

'-0"

Jaco

bs E

ngin

eerin

g, In

c.57

1.72

1.12

01C

onst

ruct

ion

Man

ager

571.

721.

1271

Amm

an W

hitn

ey20

2.33

1.74

90St

ruct

ural

Eng

inee

r20

2.33

1.10

29

Bur

o H

appo

ld C

onsu

lting

Engi

neer

s

MEP

/FP/

Tel D

ata

Engi

neer

617.

419.

2284

A. M

orto

n Th

omas

and

Ass

ocia

tes,

Inc.

301.

881.

0814

Civ

il En

gine

er80

0.88

1.25

45

Geo

conc

epts

Eng

inee

ring,

Inc.

703.

726.

8032

Geo

tech

nica

l Eng

inee

r70

3.72

6.80

30

Froe

hlin

g &

Rob

erts

on, I

nc91

9.58

2.03

04En

viro

nmen

tal E

ngin

eer

919.

828.

3441

Poly

soni

cs C

orpo

ratio

n54

0.34

1.09

09A

cous

tical

Con

sulta

nt54

0.34

1.49

88

mcl

a20

2.29

8.80

79Li

ghtin

g C

onsu

ltant

202.

298.

8062

Lee

and

Asso

ciat

es20

2.46

6.42

32La

ndsc

ape

Arc

hite

ct20

2.46

6.66

66

Hop

kins

Foo

d Se

rvic

eSp

ecia

lists

, Inc

.30

1.32

0.92

02Fo

od S

ervi

ce C

onsu

ltant

301.

320.

9200

A10.

5

Aut

hor

Che

cker

02/0

1/11

SHER

IDAN

REF

LEC

TED

CEI

LIN

G P

LAN

S

Febr

uary

28,

201

1

BRID

GIN

G D

OC

UM

ENT

AFR

H -

New

Com

mon

s an

dH

ealth

care

Cen

ter

2900

3.00

1/8

" = 1

'-0"

1S

herid

an G

roun

d Fl

oor

1/8

" = 1

'-0"

2S

herid

an F

irst F

loor

1/8

" = 1

'-0"

3S

herid

an T

ypic

al F

loor

s 2

- 7 P

lan

94

Sher

idan

Gro

und

Floo

r-1

' - 0

"

Sher

idan

Firs

t Flo

or13

' - 0

"

Sher

idan

Sec

ond

Floo

r27

' - 0

"

Sher

idan

Thi

rd F

loor

37' -

6"

Sher

idan

Fou

rth F

loor

48' -

0"

Sher

idan

Fift

h Fl

oor

58' -

6"

She

ridan

Six

th F

loor

69' -

0"

She

ridan

Sev

enth

Flo

or79

' - 6

"

Sher

idan

T.O

. Cop

ing

93' -

0 1

/4"

Elev

ator

Roo

f Lev

el98

' - 6

"

MAC

HIN

E R

OO

MAL

TER

NAT

E 1

VIR

ACO

N 1

" VE1

-2M

INSU

LATI

NG

HS/

HS

SILK

SCR

EEN

ALU

MIN

UM

SIL

ICO

NE

GLA

ZED

CU

RTA

INW

ALL

MU

LLIO

N (V

ERTI

CAL

S)

6" S

IGH

TLIN

E AL

UM

INU

MC

UR

TAIN

WAL

L M

ULL

ION

(HO

RIZ

ON

TALS

)

NEW

GR

ADED

TER

RAI

NR

EFER

TO

CIV

IL

4

A10

.8Si

m

5

A10

.8Si

m

6

A10

.8Si

m

MAC

HIN

E R

OO

MAL

TER

NAT

E 1

VIR

ACO

N 1

" VE1

-2M

INSU

LATI

NG

HS/

HS

SILK

SCR

EEN

ALU

MIN

UM

SIL

ICO

NE

GLA

ZED

CU

RTA

INW

ALL

MU

LLIO

N (V

ERTI

CAL

S)

6" S

IGH

TLIN

E AL

UM

INU

MC

UR

TAIN

WAL

L M

ULL

ION

(HO

RIZ

ON

TALS

)

NEW

VES

TIBU

LEC

ANO

PY

ALU

MIN

UM

CO

LUM

NC

OVE

R

4

A10

.8Si

m

4

A10

.8Si

m

6

A10

.8Si

m

MAC

HIN

E R

OO

MAL

TER

NAT

E 1

VIR

ACO

N 1

" VE1

-2M

INSU

LATI

NG

HS/

HS

SILK

SCR

EEN

ALU

MIN

UM

SIL

ICO

NE

GLA

ZED

CU

RTA

INW

ALL

MU

LLIO

N (V

ERTI

CAL

S)

6" S

IGH

TLIN

E AL

UM

INU

MC

UR

TAIN

WAL

L M

ULL

ION

(HO

RIZ

ON

TALS

)

NEW

VES

TIBU

LE C

ANO

PY

4

A10

.8Si

m

5

A10

.8Si

m

6

A10

.8Si

m

Sher

idan

Firs

t Flo

or13

' - 0

"

Sher

idan

Sec

ond

Floo

r27

' - 0

"

ALU

MIN

UM

CO

LUM

N C

OVE

R

VEST

IBU

LE R

OO

F

CU

RTA

INW

ALL

ENC

LOSU

RE

WAL

K O

FF M

ATEN

TRY

SYST

EM

N

GEN

ERAL

SER

VIC

ES A

DM

INIS

TRAT

ION

301

7TH

& D

STR

EETS

, SW

RO

OM

200

2W

ASH

ING

TON

, DC

204

07

ARM

ED F

OR

CES

RET

IREM

ENT

HO

ME

3700

NO

RTH

CAP

ITO

L ST

REE

T N

WW

ASH

ING

TON

, DC

200

11

CERTIFICATIONS KEY PLAN REVISION NOTES GRAPHIC SCALE CONTRACTORS BUILDING PROJECT DRAWING

MAR

KD

ATE

DES

CR

IPTI

ON

A/E

CO

N. N

O.

A/E

TASK

NO

.

CO

NS.

CO

NTR

.

CO

NS.

WO

RK

PRIM

E A/

E

SUB

A/E

CO

NST

R. C

ON

.

NAM

E

STR

EET

CIT

Y/ST

./ZIP

BUIL

DIN

G N

O.

OTH

ERBU

ILD

ING

NO

s.

FAC

ILIT

Y C

OD

E

PRO

JEC

TTI

TLE

PRO

JEC

TD

ESC

RIP

TIO

N

PRO

JEC

T N

O.

GSA

PM

SUBM

ISSI

ON

SUB

DAT

E

DR

AWIN

G T

ITLE

FILE

NAM

E

FLO

OR

NO

.

DR

AWN

BY

CH

ECKE

D B

Y

DR

AWIN

G N

O.

DIS

CIP

LIN

ESH

EET

TYPE

SEQ

UEN

CE

SHEE

TO

FPR

OPE

RTY

OF

THE

UN

ITED

STA

TES

GO

VER

NM

ENT

- FO

R O

FFIC

IAL

USE

ON

LY.

D

o no

t rem

ove

this

not

ice.

P

rope

rly d

estro

y do

cum

ents

whe

n no

long

er n

eede

d.

DAT

E D

RAF

TED

:

SCO

TT B

UIL

DIN

G

SCO

TT R

OAD

NW

WAS

HIN

GTO

N, D

C 2

0011

SHEE

T SI

ZE: 3

0 X

42

RIC

K H

AMIL

TON

SCO

TT B

UIL

DIN

G R

EPLA

CEM

ENT

Tel D

ata

Engi

neer

Pow

erho

use

Des

ign

Arc

hite

cts

and

Engi

neer

s Lt

d.

412.

287.

7333

412-

287-

7334

Cos

t Con

sulta

ntR

ider

Lev

ett B

uckn

all

617.

737.

9339

617.

737.

0540

101

C:\U

sers

\mpa

gane

tti\D

ocum

ents

\AFR

HC

once

pt_C

entra

l_m

paga

netti

.rvt

As

indi

cate

d

Jaco

bs E

ngin

eerin

g, In

c.57

1.72

1.12

01C

onst

ruct

ion

Man

ager

571.

721.

1271

Amm

an W

hitn

ey20

2.33

1.74

90St

ruct

ural

Eng

inee

r20

2.33

1.10

29

Bur

o H

appo

ld C

onsu

lting

Engi

neer

s

MEP

/FP/

Tel D

ata

Engi

neer

617.

419.

2284

A. M

orto

n Th

omas

and

Ass

ocia

tes,

Inc.

301.

881.

0814

Civ

il En

gine

er80

0.88

1.25

45

Geo

conc

epts

Eng

inee

ring,

Inc.

703.

726.

8032

Geo

tech

nica

l Eng

inee

r70

3.72

6.80

30

Froe

hlin

g &

Rob

erts

on, I

nc91

9.58

2.03

04En

viro

nmen

tal E

ngin

eer

919.

828.

3441

Poly

soni

cs C

orpo

ratio

n54

0.34

1.09

09A

cous

tical

Con

sulta

nt54

0.34

1.49

88

mcl

a20

2.29

8.80

79Li

ghtin

g C

onsu

ltant

202.

298.

8062

Lee

and

Asso

ciat

es20

2.46

6.42

32La

ndsc

ape

Arc

hite

ct20

2.46

6.66

66

Hop

kins

Foo

d Se

rvic

eSp

ecia

lists

, Inc

.30

1.32

0.92

02Fo

od S

ervi

ce C

onsu

ltant

301.

320.

9200

A10.

7

Aut

hor

Che

cker

02/0

1/11

SHER

IDAN

ELE

VATI

ON

S

Febr

uary

28,

201

1

BRID

GIN

G D

OC

UM

ENT

AFR

H -

New

Com

mon

s an

dH

ealth

care

Cen

ter

2900

3.00

1/8

" = 1

'-0"

1S

herid

an -

Sou

th E

leva

tion

1/8

" = 1

'-0"

2S

herid

an -

Wes

t Ele

vatio

n 1

/8" =

1'-0

"3

She

ridan

- N

orth

Ele

vatio

n

96

1/4

" = 1

'-0"

4SH

ERID

AN F

IRST

FLO

OR

- 1

1/4

" = 1

'-0"

5SH

ERID

AN F

IRST

FLO

OR

- 2

1/4

" = 1

'-0"

6SH

ERID

AN F

IRST

FLO

OR

- 3

1/4

" = 1

'-0"

7SH

ERID

AN F

IRST

FLO

OR

- 4

1/4

" = 1

'-0"

8SE

CTI

ON

- SH

ERID

AN N

EW V

ESTI

BULE

5'-

53/

4"7'

-11

"

RO

OF

90'-

7"

B HGE FD.6

E.4

F.2

G.4

LIM

IT O

F W

ORK

EXIS

TING

UTI

LITY

CHA

SE A

NDPI

PES

TO B

E DE

MOL

ISHE

D

CUT

PORT

ION

OF E

XIST

ING

PED

ESTR

IAN

TUNN

EL T

O M

ATCH

NEW

CON

STRU

CTIO

N

PROT

ECT

STRU

CTUR

EDU

RING

DEM

OLIT

ION

TYP.

EXIS

TING

BUIL

DING

JOIN

T(L

IMIT

OF

FLO

ORFI

NISH

DEM

O)

DEM

OLIS

H CE

ILIN

G AN

DFL

OOR

FINI

SH T

HROU

GHOU

T

LIM

IT O

F FL

OOR

FINI

SHDE

MO

REM

OVE

SOIL

AS P

ER C

IVIL

DRA

WIN

GS

D

C

A11

.03

2

AREA

OF

WOR

K

CUT

TOP

PORT

ION

OF B

EAM

EXTE

NDIN

G O

VER

SLAB

. PRO

TECT

AND

BRAC

E RE

MAI

NING

PO

RTIO

NOF

BEA

M

EXIS

TING

BUIL

DING

JOIN

T(L

IMIT

OF

FLO

ORFI

NISH

DEM

O) DE

MOL

ISH

CEIL

ING

AND

FLOO

RFI

NISH

THR

OUGH

OUT

EXIS

TING

PIP

ES T

O BE

DEM

OLIS

HEDLI

MIT

OF

FLOO

RFI

NISH

DEM

O

D1.

014

AREA

OF

WOR

K

CUT

TOP

PORT

ION

OF B

EAM

EXTE

NDIN

G O

VER

SLAB

. PRO

TECT

AND

BRAC

E RE

MAI

NING

PO

RTIO

NOF

BEA

M

EXIS

TING

BUIL

DING

JOIN

T

DEM

O FL

OOR

FINI

SH

LIM

IT O

F FL

OOR

FINI

SH D

EMOL

ITIO

N

D1.

014

DEMO

LITI

ON L

EGEN

D:

EXIS

TING

DOO

R &

FRAM

E TO

REM

AIN

EXIS

TING

WIN

DOW

& F

RAM

E TO

REM

AIN

GENE

RAL

DEMO

LITI

ON N

OTES

:

1. D

URIN

G DE

MOL

ITIO

N, P

ROTE

CT A

LL A

REAS

, SYS

TEM

S FI

NISH

ES A

ND O

THER

ITEM

S TO

REM

AIN.

2.DE

MOL

ITIO

N PL

ANS

ARE

PROV

IDED

TO

DIAG

RAM

ARE

AS O

F DE

MOL

ITIO

N AN

D AR

ENO

T TO

BE

CONS

IDER

ED A

REC

ORD

OF E

XIST

ING

COND

ITIO

NS.

3. C

OORD

INAT

E EX

TENT

OF

DEM

OLIT

ION

WIT

H NE

W C

ONST

RUCT

ION

WOR

K.

4. D

EMOL

ISH

ALL

FLOO

R FI

NISH

ES W

ITHI

N W

ORK

AREA

.

5. R

EMOV

E CE

ILIN

GS W

ITHI

N W

ORK

AREA

OF

GROU

ND F

LOOR

AND

FIR

ST F

LOOR

, INC

LUDI

NGAL

L LI

GHT

FIXT

URES

AND

MEC

HANI

CAL

DIFF

USER

S PE

R N

ARRA

TIVE

.

6. R

EINF

ORCE

ALL

CUT

BEA

MS

AS P

ER S

TRUC

TURA

L RE

QUIR

EMEN

TS.

7. P

ROTE

CT A

LL E

XIST

ING

TO

REM

AIN

THRO

UGHO

UT, I

NCLU

DING

MEC

HANI

CAL

DUCT

WO

RK A

ND E

QUI

PMEN

T W

ITHI

NDE

MOL

ISHE

D CE

ILIN

G AR

EA. EX

ISTI

NG T

O RE

MAI

N

EXIS

TING

TO

BE D

EMOL

ISHE

D

EXIS

TING

DOO

R &

FRAM

E TO

BE

DEM

OLI

SHED

EXIS

TING

WIN

DOW

& F

RAM

E TO

BE

DEM

OLI

SHED

EXIS

TING

CEI

LING

, INC

LUDI

NG L

IGHT

FIX

TURE

SDI

FFUS

ERS

AND

OTHE

R CO

MPO

NENT

S TO

BE

DEM

OLIS

HED

LEVE

L - M

AIN

EL. 1

5' - 0

"

SHER

IDAN

FIR

ST F

LOO

REL

. 13'

- 0"

SHER

IDAN

SEC

OND

FLOO

REL

. 27'

- 0"

SHER

IDAN

THI

RD F

LOOR

EL. 3

7' - 6

"

SHER

IDAN

FOU

RTH

FLOO

REL

. 48'

- 0"

SHER

IDAN

FIF

TH F

LOOR

EL. 5

8' - 6

"

SHER

IDAN

SIX

TH F

LOO

REL

. 69'

- 0"

SHER

IDAN

SEV

ENTH

FLO

OREL

. 79'

- 6"

SHER

IDAN

T.O

. COP

ING

EL. 9

3' - 0

1/4

"

EXIS

TING

CAN

OPY

TO B

E DE

MOL

ISHE

D

PORT

IONS

OF

FACH

ADE

TO B

E DE

MOL

ISHE

D

ENTR

Y SY

STEM

TO B

E DE

MOL

ISHE

D

TOP

OF P

ARAP

ETEL

. 62'

- 6"

ATL

AN

TA -

WA

SH

ING

TON

- N

EW

YO

RK

- N

EW

PO

RT

BE

AC

H

OO

PE

RC

CA

RR

Y

©625 N

orth

Was

hingto

n Stre

etSu

ite 20

0Al

exan

dria,

VA

2231

4(7

03) 5

19-6

152

www.

coop

ercarr

y.com

SCO

PE D

OCUM

ENTS

The

Cons

tructi

on D

ocum

ents

have

not

bee

n co

mple

ted

ther

efor

e th

is dr

awing

may

be

incom

plete

or n

ot co

ordin

ated

. Th

e do

cum

ents

issue

d ind

icate

the

gene

ral s

cope

of

the

Proje

ct. T

he C

ontra

ctor i

s res

pons

ible

for c

omple

te a

nd c

oord

inate

d pr

icing

and

Wor

k, an

d sh

all in

clude

all i

tem

s nec

essa

ry fo

r the

pro

per e

xecu

tion

and

com

pletio

nof

the

Proje

ct, w

heth

er in

dicat

ed o

r not

. Al

l com

pone

nts o

f the

Pro

ject s

hall c

omply

with

any

and

all r

equir

emen

ts of

nat

ional,

stat

e, a

nd lo

cal c

odes

. Th

e Co

ntra

ctor s

hall

infor

m th

e Ow

ner a

nd A

rchit

ect o

f any

om

ission

s, inc

onsis

tenc

ies o

r erro

rs in

the

infor

mat

ion p

rovid

ed.

If no

not

ice is

give

n an

d an

y om

ission

s, inc

onsis

tenc

ies o

rer

rors

are

disc

over

ed, t

he A

rchit

ect's

dec

ision

s on

item

s of W

ork i

nclud

ed in

the

scop

e sh

all b

e bin

ding

on th

e Co

ntra

ctor,

when

cons

isten

t with

the

gene

ral s

cope

and

quali

ty of

the

Proje

ct.

Prin

cipa

l-in-

Cha

rge

Pro

ject

Man

ager

Pro

ject

Arc

hite

ct

Sta

ff A

rchi

tect

Pro

ject

No.

Dat

e

Dra

win

g N

o.

NOT

ISSU

ED F

OR

CONS

TRUC

TION

1

A

23

45

67

89

1011

1213

1415

1617

18

12

34

56

78

910

1112

1314

1516

1718

BCDEFGHJKLMNP

ABCDEFGHJKLMNP

Copy

right

Coo

per C

arry

201

1

GS

A P

roje

ct N

umbe

r

GS

A C

ontr

act N

umbe

r

GS-1

1-P1

0-M

KC-0

026

GS-1

1-P0

9-M

KC-0

022

PRO

PERT

Y OF

UNI

TED

STAT

ES G

OVE

RNM

ENT

FOR

OFF

ICAL

USE

ONL

YDo

not

rem

ove

this

notic

ePr

oper

ly de

stroy

doc

umen

ts wh

en n

o lon

ger n

eede

d

E:\2010\20100044\d-7 drawings\revit\users\20100044_2011_hawkinse.rvt6/28/20112:31:19PM

D1.

01

06/0

1/11

2010

0044

DANA

PO

MER

OY

STEV

E SM

ITH

KENN

ETH

BROW

N

Auth

orSHER

IDAN

DEM

OLIT

ION

FLOO

R PL

ANS

SCOT

T PR

OJEC

T

Scot

t Buil

ding

3700

N. C

apito

l St.,

NW

Was

hingt

on, D

.C. 2

0011

♦Ar

med

For

ces R

etire

men

t Hom

e

PROJECTNUMBER:20100044PROJECTNAME:SCOTTPROJECTSHEETNUMBER:D1.01-SHERIDANDEMOLITIONFLOORPLANS

SCAL

E: 1

/8" =

1'-0

"D1

.01

A4.6

11Sh

erida

n Gr

ound

Floo

r Dem

olitio

n Pl

an

SCAL

E: 1

/8" =

1'-0

"D1

.01

A4.6

12Sh

erida

n Fi

rst F

loor D

emoli

tion

Plan

SCAL

E: 1

/8" =

1'-0

"D1

.01

A11.

033

Sher

idan

Typic

al Fl

oors

2 -

7 De

moli

tion

Plan

92

SCAL

E: 1

/8" =

1'-0

"D1

.01

A2.0

2A4

ELEV

ATIO

N - W

EST

DEM

OLIT

ION

ISSU

ANCE

SNo

.Dr

awing

Issu

e Des

cripti

onDa

te1

FINA

L CON

CEPT

SUB

MISS

ION

04.11

.2011

2DE

SIGN

DEV

ELOP

MENT

SUB

MISS

ION

06.01

.2011

0'4'

8'16

'32

'

UP

3

A4.6

14

A4.6

1

A11

.03

1

ALT.

2

PRO

TECT

NO

N-W

ORK

ARE

ADU

RING

CON

STRU

CTIO

N

EXIS

TING

PEDE

STRI

ANTU

NNEL

EXIS

TING

UTIL

ITY

TUNN

EL

LOW

ER G

RADE

RETA

ININ

G W

ALL

SAND

BLA

STED

CON

CRET

E

EDGE

OF

TUNN

ELBE

LOW

ATM

MAC

HINE

ATM

DES

K

GWB,

PT-

2

S.S.

HAN

DRAI

L, T

YP.

HORI

ZONT

AL S

LIDI

NGFI

RE D

OOR

GWB,

PT-

1 TY

P.SW

-2 T

YP.

PFT5

PFT5

PFT5

PFT5

PFT5

PFT5

PFT5

PFT5

PFT6

PFT6

PFT6

PFT6

PFT6

PFT6

PFT6

PFT6

CPT

CONN

ECTI

ON B

ETW

EEN

EXIS

TING

AND

NEW

FLOO

RS

PFT5

STOR

AGE

SH03

MACH

INE

ROOM

SH04

SERV

ICE

ELEV

ATOR

VEST

IBUL

ESH

02

NEW

PEDE

STRI

ANTU

NNEL

SH01

EXIS

TING

BUI

LDIN

GJO

INT

ELEV

ATOR

SHAF

TSH

05

1

A11.

04CP

T-6

THRO

UGHO

UT

2

A4.5

2

GLAS

S CU

RTAI

N W

ALL

A11

.03

1

A11

.03

2

A11

.03

3

1

A11.

04 6

A11.

03

AREA

OF

WOR

K /

RENO

VATI

ON

PRO

TECT

NO

N-W

ORK

ARE

ADU

RING

CON

STRU

CTIO

N

EXISTINGFLOORNEWFLOOR

EXIS

TING

BUI

LDIN

GJO

INT

LINEOFNEWCARPET

12'-

3"1'

- 6"

12' -

3"

4'- 0

"2'

- 6"

5'- 9

"

CURT

AINW

ALL

ELEV

ATOR

ENC

LOSU

RE

NEW

ELE

VATO

RS

TPO

ROOF

MEM

BRAN

E

PREF

INIS

HED

ALUM

INUM

A11

.03

1

A11

.03

2

A11

.03

3EX

ISTI

NG B

UILD

ING

JOIN

T

1

A11.

04

EXIS

TING

CO

LUM

NSBE

LOW

ELEV

ATOR

/M.R

.RO

OF

TO D

RAIN

TO

EXIS

TING

SHE

RIDA

NRO

OF

A11

.03

1

A11

.03

2

1

A11.

04

EXIS

TING

BUI

LDIN

G JO

INT

CONN

ECTI

ON

BETW

EEN

EXIS

TING

AND

NEW

FLO

ORS

CPT-

6 TH

ROUG

HOUT

NEW

GW

B W

AL T

OM

ATCH

EXI

STIN

G

PHAS

E II

AREA

OF

WOR

K

CURT

AINW

ALL

ELEV

ATOR

ENC

LOSU

RE

NEW

ELE

VATO

RSEX

TENT

OF

NEW

CAR

PET

PROT

ECT

NOT-

WOR

K AR

EADU

RING

CON

STRU

CTIO

N

A11

.03

1

A11

.03

2

A11

.03

3

AREA

OF

WOR

K

PROT

ECT

NON-

WOR

K AR

EADU

RING

CON

STRU

CTIO

N

NEW

PLA

NTER

PTD

ALUM

INUM

CLAD

COL

UMN

CURT

AINW

ALL

ELEV

ATOR

ENCL

OSU

RE

NEW

ELE

VATO

RS, R

EFER

TO E

LEVA

TOR

ALTE

RNAT

ES

NEW

ENT

RY V

ESTI

BULE

CURT

AINW

ALL

SYST

EM

NEW

CUR

TAIN

WAL

L

ENTR

YVE

STIB

ULE

SH11

CONN

ECTI

ON

BETW

EEN

EXIS

TING

AND

NEW

FLOO

RS

EXIS

TING

BUI

LDIN

GJO

INT

1

A11.

04

6

A11.

03

CPT-

6TH

ROUG

HOUT

17' -

61/

2"

13' -

27/

8"

8'- 6

1/ 2"

16'-11/2"20'-4"3'-91/2"

ATL

AN

TA -

WA

SH

ING

TON

- N

EW

YO

RK

- N

EW

PO

RT

BE

AC

H

OO

PE

RC

CA

RR

Y

©625 N

orth

Was

hingto

n Stre

etSu

ite 20

0Al

exan

dria,

VA

2231

4(7

03) 5

19-6

152

www.

coop

ercarr

y.com

SCO

PE D

OCUM

ENTS

The

Cons

tructi

on D

ocum

ents

have

not

bee

n co

mple

ted

ther

efor

e th

is dr

awing

may

be

incom

plete

or n

ot co

ordin

ated

. Th

e do

cum

ents

issue

d ind

icate

the

gene

ral s

cope

of

the

Proje

ct. T

he C

ontra

ctor i

s res

pons

ible

for c

omple

te a

nd c

oord

inate

d pr

icing

and

Wor

k, an

d sh

all in

clude

all i

tem

s nec

essa

ry fo

r the

pro

per e

xecu

tion

and

com

pletio

nof

the

Proje

ct, w

heth

er in

dicat

ed o

r not

. Al

l com

pone

nts o

f the

Pro

ject s

hall c

omply

with

any

and

all r

equir

emen

ts of

nat

ional,

stat

e, a

nd lo

cal c

odes

. Th

e Co

ntra

ctor s

hall

infor

m th

e Ow

ner a

nd A

rchit

ect o

f any

om

ission

s, inc

onsis

tenc

ies o

r erro

rs in

the

infor

mat

ion p

rovid

ed.

If no

not

ice is

give

n an

d an

y om

ission

s, inc

onsis

tenc

ies o

rer

rors

are

disc

over

ed, t

he A

rchit

ect's

dec

ision

s on

item

s of W

ork i

nclud

ed in

the

scop

e sh

all b

e bin

ding

on th

e Co

ntra

ctor,

when

cons

isten

t with

the

gene

ral s

cope

and

quali

ty of

the

Proje

ct.

Prin

cipa

l-in-

Cha

rge

Pro

ject

Man

ager

Pro

ject

Arc

hite

ct

Sta

ff A

rchi

tect

Pro

ject

No.

Dat

e

Dra

win

g N

o.

NOT

ISSU

ED F

OR

CONS

TRUC

TION

1

A

23

45

67

89

1011

1213

1415

1617

18

12

34

56

78

910

1112

1314

1516

1718

BCDEFGHJKLMNP

ABCDEFGHJKLMNP

Copy

right

Coo

per C

arry

201

1

GS

A P

roje

ct N

umbe

r

GS

A C

ontr

act N

umbe

r

GS-1

1-P1

0-M

KC-0

026

GS-1

1-P0

9-M

KC-0

022

PRO

PERT

Y OF

UNI

TED

STAT

ES G

OVE

RNM

ENT

FOR

OFF

ICAL

USE

ONL

YDo

not

rem

ove

this

notic

ePr

oper

ly de

stroy

doc

umen

ts wh

en n

o lon

ger n

eede

d

E:\2010\20100044\d-7 drawings\revit\users\20100044_2011_hawkinse.rvt6/28/20112:31:09PM

A11

.01

06/0

1/11

2010

0044

Desig

ner

Appr

over

Chec

ker

Auth

or

SHER

IDAN

ELE

VATO

R - F

LOOR

PLAN

S

SCOT

T PR

OJEC

T

Scot

t Buil

ding

3700

N. C

apito

l St.,

NW

Was

hingt

on, D

.C. 2

0011

♦Ar

med

For

ces R

etire

men

t Hom

e

PROJECTNUMBER:20100044PROJECTNAME:SCOTTPROJECTSHEETNUMBER:A11.01-SHERIDANELEVATOR-FLOORPLANS

SCAL

E: 1

/8" =

1'-0

"A1

1.01

A4.6

11SH

ERID

AN G

ROUN

D FL

OOR

SCAL

E: 1

/8" =

1'-0

"A1

1.01

A11.

033

ENLA

RGED

FLO

OR P

LAN

- SHE

RIDA

N LE

VELS

2 -

3

ISSU

ANCE

SNo

.Dr

awing

Issu

e Des

cripti

onDa

te

SCAL

E: 1

/8" =

1'-0

"A1

1.01

A11.

035

ENLA

RGED

FLO

OR P

LAN

- ELE

VATO

R RO

OFSC

ALE:

1/8

" = 1

'-0"

A11.

01A1

1.034

ENLA

RGED

FLO

OR P

LAN

- SHE

RIDA

N LE

VELS

4 -

7

SCAL

E: 1

/8" =

1'-0

"A1

1.01

A4.6

12EN

LARG

ED F

LOOR

PLA

NS -

SHER

IDAN

FIR

ST F

LOOR

0'4'

8'16

'32

'

0'4'

8'16

'32

'0'

4'8'

16'

32'

0'4'

8'16

'32

'

0'4'

8'16

'32

'

3

A4.6

14

A4.6

1

1

A11.

04

6

A11.

03

2

A4.5

2

10' -

10

1/2"

GWB

9' - 2

"A

1

8' - 6

"GW

B

9' - 6

"GW

B

6' - 8

"GW

B

9' - 2

"8'

- 10"

8' - 6

"8'

- 10"

A 1

8' - 6

"GW

B

10' -

10

1/2"

GWB

10' -

0"

ACT1

GLAS

S CU

RTAI

NWAL

L

1

A11.

04

6

A11.

03

10' -

10

1/2"

GWB

8' - 3

"GW

B

10' -

0"

ACT1

13' -

0"

1

A11.

04

8' - 0

"GW

B

1

A11.

04

8' - 0

"GW

BA

TLA

NTA

- W

AS

HIN

GTO

N -

NE

W Y

OR

K -

NE

WP

OR

T B

EA

CH

OO

PE

RC

CA

RR

Y

©625 N

orth

Was

hingto

n Stre

etSu

ite 20

0Al

exan

dria,

VA

2231

4(7

03) 5

19-6

152

www.

coop

ercarr

y.com

SCO

PE D

OCUM

ENTS

The

Cons

tructi

on D

ocum

ents

have

not

bee

n co

mple

ted

ther

efor

e th

is dr

awing

may

be

incom

plete

or n

ot co

ordin

ated

. Th

e do

cum

ents

issue

d ind

icate

the

gene

ral s

cope

of

the

Proje

ct. T

he C

ontra

ctor i

s res

pons

ible

for c

omple

te a

nd c

oord

inate

d pr

icing

and

Wor

k, an

d sh

all in

clude

all i

tem

s nec

essa

ry fo

r the

pro

per e

xecu

tion

and

com

pletio

nof

the

Proje

ct, w

heth

er in

dicat

ed o

r not

. Al

l com

pone

nts o

f the

Pro

ject s

hall c

omply

with

any

and

all r

equir

emen

ts of

nat

ional,

stat

e, a

nd lo

cal c

odes

. Th

e Co

ntra

ctor s

hall

infor

m th

e Ow

ner a

nd A

rchit

ect o

f any

om

ission

s, inc

onsis

tenc

ies o

r erro

rs in

the

infor

mat

ion p

rovid

ed.

If no

not

ice is

give

n an

d an

y om

ission

s, inc

onsis

tenc

ies o

rer

rors

are

disc

over

ed, t

he A

rchit

ect's

dec

ision

s on

item

s of W

ork i

nclud

ed in

the

scop

e sh

all b

e bin

ding

on th

e Co

ntra

ctor,

when

cons

isten

t with

the

gene

ral s

cope

and

quali

ty of

the

Proje

ct.

Prin

cipa

l-in-

Cha

rge

Pro

ject

Man

ager

Pro

ject

Arc

hite

ct

Sta

ff A

rchi

tect

Pro

ject

No.

Dat

e

Dra

win

g N

o.

NOT

ISSU

ED F

OR

CONS

TRUC

TION

1

A

23

45

67

89

1011

1213

1415

1617

18

12

34

56

78

910

1112

1314

1516

1718

BCDEFGHJKLMNP

ABCDEFGHJKLMNP

Copy

right

Coo

per C

arry

201

1

GS

A P

roje

ct N

umbe

r

GS

A C

ontr

act N

umbe

r

GS-1

1-P1

0-M

KC-0

026

GS-1

1-P0

9-M

KC-0

022

PRO

PERT

Y OF

UNI

TED

STAT

ES G

OVE

RNM

ENT

FOR

OFF

ICAL

USE

ONL

YDo

not

rem

ove

this

notic

ePr

oper

ly de

stroy

doc

umen

ts wh

en n

o lon

ger n

eede

d

E:\2010\20100044\d-7 drawings\revit\users\20100044_2011_hawkinse.rvt6/28/20112:31:10PM

A11

.02

06/1

6/11

2010

0044

Desig

ner

Appr

over

Chec

ker

Auth

or

SHER

IDAN

ELE

VATO

R -

REFL

ECTE

D CE

ILIN

G PL

ANS

SCOT

T PR

OJEC

T

Scot

t Buil

ding

3700

N. C

apito

l St.,

NW

Was

hingt

on, D

.C. 2

0011

♦Ar

med

For

ces R

etire

men

t Hom

e

PROJECTNUMBER:20100044PROJECTNAME:SCOTTPROJECTSHEETNUMBER:A11.02-SHERIDANELEVATOR-REFLECTEDCEILINGPLANS

ISSU

ANCE

SNo

.Dr

awing

Issu

e Des

cripti

onDa

te

SCAL

E: 1

/8" =

1'-0

"A1

1.02

A2.1

11EN

LARG

ED R

EFLE

CTED

CEI

LING

PLA

N- S

HERI

DAN

GROU

ND L

EVEL

SCAL

E: 1

/8" =

1'-0

"A1

1.02

A2.1

22EN

LARG

ED R

EFLE

CTED

CEI

LING

PLA

N- S

HERI

DAN

MAI

N LE

VEL

SCAL

E: 1

/8" =

1'-0

"A1

1.02

A2.1

33EN

LARG

ED R

EFLE

CTED

CEI

LING

PLA

N- S

HERI

DAN

2 - 3

SCAL

E: 1

/8" =

1'-0

"A1

1.02

A2.1

44EN

LARG

ED R

EFLE

CTED

CEI

LING

PLA

N- S

HERI

DAN

4 - 7

0'4'

8'16

'32

'

0'4'

8'16

'32

'0'

4'8'

16'

32'

0'4'

8'16

'32

'

LEVE

L - M

AIN

EL. 1

5' - 0

"

SHER

IDAN

FIR

ST F

LOO

REL

. 13'

- 0"

SHER

IDAN

SEC

OND

FLOO

REL

. 27'

- 0"

SHER

IDAN

THI

RD F

LOOR

EL. 3

7' - 6

"

SHER

IDAN

FOU

RTH

FLOO

REL

. 48'

- 0"

SHER

IDAN

FIF

TH F

LOOR

EL. 5

8' - 6

"

SHER

IDAN

SIX

TH F

LOO

REL

. 69'

- 0"

SHER

IDAN

SEV

ENTH

FLO

OREL

. 79'

- 6"

SHER

IDAN

T.O

. COP

ING

EL. 9

3' - 0

1/4

"

ELEV

ATOR

ROO

F LE

VEL

EL. 9

8' - 6

"

ALUM

INUM

, SIL

ICON

E GL

AZED

CURT

AINW

ALL

MUL

LION

(VER

TICA

LS)

6" S

IGHT

LINE

ALU

MIN

UMCU

RTAI

NWAL

L M

ULLI

ON

(HO

RIZO

NTAL

S)

NEW

VES

TIBU

LE C

ANO

PY

VIRA

CON

1" V

E1-2

MIN

SULA

TING

HS/

HS S

ILKS

CREE

NVE

-2M

SCR

EEN

# 2

V948

- M

EDIU

M G

RAY

VIRA

SPAN

#3

PRE-

FINI

SHED

ALU

MIN

UMFA

SCIA

AND

SOF

FIT

LEVE

L - M

AIN

EL. 1

5' - 0

"

SHER

IDAN

FIR

ST F

LOO

REL

. 13'

- 0"

SHER

IDAN

SEC

OND

FLOO

REL

. 27'

- 0"

SHER

IDAN

THI

RD F

LOOR

EL. 3

7' - 6

"

SHER

IDAN

FOU

RTH

FLOO

REL

. 48'

- 0"

SHER

IDAN

FIF

TH F

LOOR

EL. 5

8' - 6

"

SHER

IDAN

SIX

TH F

LOO

REL

. 69'

- 0"

SHER

IDAN

SEV

ENTH

FLO

OREL

. 79'

- 6"

SHER

IDAN

T.O

. COP

ING

EL. 9

3' - 0

1/4

"

ELEV

ATOR

ROO

F LE

VEL

EL. 9

8' - 6

"

ALUM

INUM

SIL

ICO

NE G

LAZE

DCU

RTAI

NWAL

L M

ULLI

ON (V

ERTI

CALS

)

6" S

IGHT

LINE

ALU

MIN

UMCU

RTAI

NWAL

L M

ULLI

ON

(HO

RIZO

NTAL

S)

NEW

VES

TIBU

LECA

NOPY

ALUM

INUM

CO

LUM

NCO

VER

VIRA

CON

1" V

E1-2

MIN

SULA

TING

HS/

HS S

ILKS

CREE

NVE

-2M

SCR

EEN

# 2

V948

- M

EDIU

M G

RAY

VIRA

SPAN

#3

PRE-

FINI

SHED

ALU

MIN

UMFA

SCIA

AND

SOF

FIT

SHER

IDAN

GRO

UND

FLOO

REL

. -1'

- 0"

SHER

IDAN

FIR

ST F

LOO

REL

. 13'

- 0"

SHER

IDAN

SEC

OND

FLO

OR

EL. 2

7' - 0

"

SHER

IDAN

THI

RD F

LOOR

EL. 3

7' - 6

"

SHER

IDAN

FOU

RTH

FLOO

REL

. 48'

- 0"

SHER

IDAN

FIF

TH F

LOOR

EL. 5

8' - 6

"

SHER

IDAN

SIX

TH F

LOO

REL

. 69'

- 0"

SHER

IDAN

SEV

ENTH

FLO

OREL

. 79'

- 6"

SHER

IDAN

T.O

. COP

ING

EL. 9

3' - 0

1/4

"

ELEV

ATO

R RO

OF L

EVEL

EL. 9

8' - 6

"

ALUM

INUM

SIL

ICO

NE G

LAZE

DCU

RTAI

NWAL

L M

ULLI

ON (V

ERTI

CALS

)

6" S

IGHT

LINE

ALU

MIN

UMCU

RTAI

NWAL

L M

ULLI

ON

(HO

RIZO

NTAL

S)

NEW

GRAD

ED T

ERRA

INRE

FER

TO C

IVIL

12' -

3"1'

- 6"

12' -

3"

5' - 10" 2' - 6" 5' - 10" 2' - 6"

LIM

ESTO

NE T

O M

ATCH

EXI

STIN

G

ANNO

DIZE

D AL

UMIN

UMST

OREF

RONT

SYS

TEM

TO

MAT

CHEX

ISTI

NG A

LUM

INUM

FIN

ISH

BLAC

K AN

NODI

ZED

ALUM

INUM

STOR

EFRO

NT S

YSTE

M T

OM

ATCH

EXI

STIN

G W

INDO

WS

VIRA

CON

1" V

RE1-

46 #

2 RA

DIAN

TLO

W -

e ON

CLE

AR H

S

VIRA

CON

1" V

E1-2

MIN

SULA

TING

HS/

HS S

ILKS

CREE

NVE

-2M

SCR

EEN

# 2

V948

- M

EDIU

M G

RAY

VIRA

SPAN

#3

SHER

IDAN

FIR

ST F

LOO

REL

. 13'

- 0"

SHER

IDAN

SEC

OND

FLO

OR

EL. 2

7' - 0

"

ALUM

INUM

COL

UMN

COVE

R

VEST

IBUL

E RO

OF

CURT

AINW

ALL

ENCL

OSU

RE

WAL

K OF

F M

ATEN

TRY

SYST

EM

ATL

AN

TA -

WA

SH

ING

TON

- N

EW

YO

RK

- N

EW

PO

RT

BE

AC

H

OO

PE

RC

CA

RR

Y

©625 N

orth

Was

hingto

n Stre

etSu

ite 20

0Al

exan

dria,

VA

2231

4(7

03) 5

19-6

152

www.

coop

ercarr

y.com

SCO

PE D

OCUM

ENTS

The

Cons

tructi

on D

ocum

ents

have

not

bee

n co

mple

ted

ther

efor

e th

is dr

awing

may

be

incom

plete

or n

ot co

ordin

ated

. Th

e do

cum

ents

issue

d ind

icate

the

gene

ral s

cope

of

the

Proje

ct. T

he C

ontra

ctor i

s res

pons

ible

for c

omple

te a

nd c

oord

inate

d pr

icing

and

Wor

k, an

d sh

all in

clude

all i

tem

s nec

essa

ry fo

r the

pro

per e

xecu

tion

and

com

pletio

nof

the

Proje

ct, w

heth

er in

dicat

ed o

r not

. Al

l com

pone

nts o

f the

Pro

ject s

hall c

omply

with

any

and

all r

equir

emen

ts of

nat

ional,

stat

e, a

nd lo

cal c

odes

. Th

e Co

ntra

ctor s

hall

infor

m th

e Ow

ner a

nd A

rchit

ect o

f any

om

ission

s, inc

onsis

tenc

ies o

r erro

rs in

the

infor

mat

ion p

rovid

ed.

If no

not

ice is

give

n an

d an

y om

ission

s, inc

onsis

tenc

ies o

rer

rors

are

disc

over

ed, t

he A

rchit

ect's

dec

ision

s on

item

s of W

ork i

nclud

ed in

the

scop

e sh

all b

e bin

ding

on th

e Co

ntra

ctor,

when

cons

isten

t with

the

gene

ral s

cope

and

quali

ty of

the

Proje

ct.

Prin

cipa

l-in-

Cha

rge

Pro

ject

Man

ager

Pro

ject

Arc

hite

ct

Sta

ff A

rchi

tect

Pro

ject

No.

Dat

e

Dra

win

g N

o.

NOT

ISSU

ED F

OR

CONS

TRUC

TION

1

A

23

45

67

89

1011

1213

1415

1617

18

12

34

56

78

910

1112

1314

1516

1718

BCDEFGHJKLMNP

ABCDEFGHJKLMNP

Copy

right

Coo

per C

arry

201

1

GS

A P

roje

ct N

umbe

r

GS

A C

ontr

act N

umbe

r

GS-1

1-P1

0-M

KC-0

026

GS-1

1-P0

9-M

KC-0

022

PRO

PERT

Y OF

UNI

TED

STAT

ES G

OVE

RNM

ENT

FOR

OFF

ICAL

USE

ONL

YDo

not

rem

ove

this

notic

ePr

oper

ly de

stroy

doc

umen

ts wh

en n

o lon

ger n

eede

d

E:\2010\20100044\d-7 drawings\revit\users\20100044_2011_hawkinse.rvt6/28/20112:31:14PM

A11

.03

06/0

1/11

2010

0044

DANA

PO

MER

OY

STEV

E SM

ITH

KENN

ETH

BROW

N

Auth

or

SHER

IDAN

ELE

VATO

R -

BUIL

DING

ELE

VATI

ONS

SCOT

T PR

OJEC

T

Scot

t Buil

ding

3700

N. C

apito

l St.,

NW

Was

hingt

on, D

.C. 2

0011

♦Ar

med

For

ces R

etire

men

t Hom

e

PROJECTNUMBER:20100044PROJECTNAME:SCOTTPROJECTSHEETNUMBER:A11.03-SHERIDANELEVATOR-BUILDINGELEVATIONS

ISSU

ANCE

SNo

.Dr

awing

Issu

e Des

cripti

onDa

te1

DESI

GN D

EVEL

OPME

NT S

UBMI

SSIO

N06

.01.20

11

SCAL

E: 1

/8" =

1'-0

"A1

1.03

A2.0

2A3

SHER

IDAN

- NO

RTH

ELEV

ATIO

NSC

ALE:

1/8

" = 1

'-0"

A11.

03A2

.02A

2SH

ERID

AN -

WES

T EL

EVAT

ION

SCAL

E: 1

/8" =

1'-0

"A1

1.03

A3.0

31SH

ERID

AN -

SOUT

H EL

EVAT

ION

SCAL

E: 1

/4" =

1'-0

"A1

1.03

A2.0

2A6

SECT

ION

- SHE

RIDA

N NE

W V

ESTI

BULE

0'4'

8'16

'32

'0'

4'8'

16'

32'

0'4'

8'16

'32

'

0'2'

4'8'

16'

SHER

IDAN

THI

RD F

LOOR

EL. 3

7' - 6

"

SHER

IDAN

SIX

TH F

LOO

REL

. 69'

- 0"

SHER

IDAN

SEV

ENTH

FLO

OREL

. 79'

- 6"

SHER

IDAN

T.O

. COP

ING

EL. 9

3' - 0

1/4

"

ELEV

ATO

R RO

OF L

EVEL

EL. 9

8' - 6

"

8' - 6"

10' - 0"

8' - 3"8' - 0" TYP.

V.I.F.

8' - 0" TYP.

V.I.F.

8' - 0" TYP.

V.I.F. 10' - 0"

NEW

WAL

KWAY

CONC

RETE

PIT

WAL

LSBE

YOND

EXIS

TING

FOU

NDAT

ION

WAL

L

EXIS

TING

PILE

CAP

PROV

IDE

BOND

BRE

AKER

PROV

IDE

KEY,

WAT

ERST

OP A

NDEP

OXY

ANCH

ORED

DOW

ELS

AT 2

4" O

N CE

NTER

PROV

IDE

KEY,

WAT

ERST

OP A

NDEP

OXY

ANCH

ORED

DOW

ELS

AT 2

4" O

N CE

NTER

EXIS

TING

PED

ESTR

IAN

TUNN

EL

HOIS

T BE

AM A

S PE

R M

FR'S

RECO

MM

ENDA

TION

VIRA

CON

1" V

E1-2

MIN

SULA

TING

HS/

HS S

ILKS

CREE

NVE

-2M

SCR

EEN

# 2

V948

- M

EDIU

M G

RAY

VIRA

SPAN

#3

ALUM

INUM

SIL

ICO

NE G

LAZE

DCU

RTAI

NWAL

L M

ULLI

ON (V

ERTI

CALS

)

6" S

IGHT

LINE

ALU

MIN

UMCU

RTAI

NWAL

L M

ULLI

ON

(HO

RIZO

NTAL

S)

CONT

INUO

US W

ATER

PRO

OFIN

G

NEW

SLA

B PO

RTIO

N

EXIS

TING

BEA

M. C

UT T

OP P

ORT

ION

AND

REIN

FORC

E ST

RUCT

URE.

PRO

VIDE

EXP

ANSI

ON J

OIN

T TY

P. A

BOVE

GRAD

E

NEW

GW

B CE

ILIN

G TY

P.

EXIS

TING

CEI

LING

TO R

EMAI

N

EXIS

TING

CEI

LING

TO R

EMAI

N

EXIS

TING

CEI

LING

TO R

EMAI

N

EXIS

TING

CEI

LING

TO R

EMAI

N

NEW

ACT

CEIL

ING

NEW

ACT

CEIL

ING

NEW

GW

B CE

ILIN

G

NEW

GW

B CE

ILIN

G

NEW

GW

B CE

ILIN

G

NEW

GW

B CE

ILIN

G

NEW

GW

B CE

ILIN

G

NEW

GW

B CE

ILIN

G

ELEV

ATOR

PIT

EL. -

5' - 0

"

LIM

ESTO

NE

6"2"9' - 10"6"2"9' - 10"6"2"10' - 6"

2' - 6 1/2"5' - 9 1/2"

APPROX. 8' - 4"2' - 2"APPROX. 8' - 4"2' - 2"8' - 4"2' - 2"

2' - 6 1/2"5' - 9 1/2" 2' - 6 1/2"5' - 9 1/2"

NEW

ALU

MIN

UM S

ILL

TO M

ATCH

EXI

STIN

G FI

NISH

NEW

ALU

MIN

UM S

TORE

FRON

T SY

STEM

TO M

ATCH

EXI

STIN

G FI

NISH

3/16

" X 1

1/4

" X 6

" N.C

. STR

APS

VINY

L FL

OOR

WOO

D TO

P &

FRON

T CO

VERE

DW

ITH

LAM

INAT

ED P

LAST

ICIN

DUCT

ION

UNIT

LEVE

L 2

LEVE

L 3

LEVE

LS 4

- 7

VIRA

CON

1" V

RE1-

46 #

2 RA

DIAN

TLO

W -

e ON

CLE

AR H

S

ATL

AN

TA -

WA

SH

ING

TON

- N

EW

YO

RK

- N

EW

PO

RT

BE

AC

H

OO

PE

RC

CA

RR

Y

©625 N

orth

Was

hingto

n Stre

etSu

ite 20

0Al

exan

dria,

VA

2231

4(7

03) 5

19-6

152

www.

coop

ercarr

y.com

SCO

PE D

OCUM

ENTS

The

Cons

tructi

on D

ocum

ents

have

not

bee

n co

mple

ted

ther

efor

e th

is dr

awing

may

be

incom

plete

or n

ot co

ordin

ated

. Th

e do

cum

ents

issue

d ind

icate

the

gene

ral s

cope

of

the

Proje

ct. T

he C

ontra

ctor i

s res

pons

ible

for c

omple

te a

nd c

oord

inate

d pr

icing

and

Wor

k, an

d sh

all in

clude

all i

tem

s nec

essa

ry fo

r the

pro

per e

xecu

tion

and

com

pletio

nof

the

Proje

ct, w

heth

er in

dicat

ed o

r not

. Al

l com

pone

nts o

f the

Pro

ject s

hall c

omply

with

any

and

all r

equir

emen

ts of

nat

ional,

stat

e, a

nd lo

cal c

odes

. Th

e Co

ntra

ctor s

hall

infor

m th

e Ow

ner a

nd A

rchit

ect o

f any

om

ission

s, inc

onsis

tenc

ies o

r erro

rs in

the

infor

mat

ion p

rovid

ed.

If no

not

ice is

give

n an

d an

y om

ission

s, inc

onsis

tenc

ies o

rer

rors

are

disc

over

ed, t

he A

rchit

ect's

dec

ision

s on

item

s of W

ork i

nclud

ed in

the

scop

e sh

all b

e bin

ding

on th

e Co

ntra

ctor,

when

cons

isten

t with

the

gene

ral s

cope

and

quali

ty of

the

Proje

ct.

Prin

cipa

l-in-

Cha

rge

Pro

ject

Man

ager

Pro

ject

Arc

hite

ct

Sta

ff A

rchi

tect

Pro

ject

No.

Dat

e

Dra

win

g N

o.

NOT

ISSU

ED F

OR

CONS

TRUC

TION

1

A

23

45

67

89

1011

1213

1415

1617

18

12

34

56

78

910

1112

1314

1516

1718

BCDEFGHJKLMNP

ABCDEFGHJKLMNP

Copy

right

Coo

per C

arry

201

1

GS

A P

roje

ct N

umbe

r

GS

A C

ontr

act N

umbe

r

GS-1

1-P1

0-M

KC-0

026

GS-1

1-P0

9-M

KC-0

022

PRO

PERT

Y OF

UNI

TED

STAT

ES G

OVE

RNM

ENT

FOR

OFF

ICAL

USE

ONL

YDo

not

rem

ove

this

notic

ePr

oper

ly de

stroy

doc

umen

ts wh

en n

o lon

ger n

eede

d

E:\2010\20100044\d-7 drawings\revit\users\20100044_2011_hawkinse.rvt6/28/20112:31:16PM

A11

.04

06/1

6/11

2010

0044

Desig

ner

Appr

over

Chec

ker

Auth

or

SHER

IDAN

ELE

VATO

R

SCOT

T PR

OJEC

T

Scot

t Buil

ding

3700

N. C

apito

l St.,

NW

Was

hingt

on, D

.C. 2

0011

♦Ar

med

For

ces R

etire

men

t Hom

e

PROJECTNUMBER:20100044PROJECTNAME:SCOTTPROJECTSHEETNUMBER:A11.04-SHERIDANELEVATOR

ISSU

ANCE

SNo

.Dr

awing

Issu

e Des

cripti

onDa

te

SCAL

E: 1

/4" =

1'-0

"A1

1.04

A2.0

1A1

BUIL

DING

SEC

TION

- SH

ERID

AN E

LEVA

TOR

SCAL

E: 1

/2" =

1'-0

"A1

1.04

2SH

ERID

AN -

WAL

L SE

CTIO

N0'

2'4'

8'16

'0'

1'2'

4'8'

ATL

AN

TA -

WA

SH

ING

TON

- N

EW

YO

RK

- N

EW

PO

RT

BE

AC

H

OO

PE

RC

CA

RR

Y

©625 N

orth

Was

hingto

n Stre

etSu

ite 20

0Al

exan

dria,

VA

2231

4(7

03) 5

19-6

152

www.

coop

ercarr

y.com

SCO

PE D

OCUM

ENTS

The

Cons

tructi

on D

ocum

ents

have

not

bee

n co

mple

ted

ther

efor

e th

is dr

awing

may

be

incom

plete

or n

ot co

ordin

ated

. Th

e do

cum

ents

issue

d ind

icate

the

gene

ral s

cope

of

the

Proje

ct. T

he C

ontra

ctor i

s res

pons

ible

for c

omple

te a

nd c

oord

inate

d pr

icing

and

Wor

k, an

d sh

all in

clude

all i

tem

s nec

essa

ry fo

r the

pro

per e

xecu

tion

and

com

pletio

nof

the

Proje

ct, w

heth

er in

dicat

ed o

r not

. Al

l com

pone

nts o

f the

Pro

ject s

hall c

omply

with

any

and

all r

equir

emen

ts of

nat

ional,

stat

e, a

nd lo

cal c

odes

. Th

e Co

ntra

ctor s

hall

infor

m th

e Ow

ner a

nd A

rchit

ect o

f any

om

ission

s, inc

onsis

tenc

ies o

r erro

rs in

the

infor

mat

ion p

rovid

ed.

If no

not

ice is

give

n an

d an

y om

ission

s, inc

onsis

tenc

ies o

rer

rors

are

disc

over

ed, t

he A

rchit

ect's

dec

ision

s on

item

s of W

ork i

nclud

ed in

the

scop

e sh

all b

e bin

ding

on th

e Co

ntra

ctor,

when

cons

isten

t with

the

gene

ral s

cope

and

quali

ty of

the

Proje

ct.

Prin

cipa

l-in-

Cha

rge

Pro

ject

Man

ager

Pro

ject

Arc

hite

ct

Sta

ff A

rchi

tect

Pro

ject

No.

Dat

e

Dra

win

g N

o.

NOT

ISSU

ED F

OR

CONS

TRUC

TION

1

A

23

45

67

89

1011

1213

1415

1617

18

12

34

56

78

910

1112

1314

1516

1718

BCDEFGHJKLMNP

ABCDEFGHJKLMNP

Copy

right

Coo

per C

arry

201

1

GS

A P

roje

ct N

umbe

r

GS

A C

ontr

act N

umbe

r

GS-1

1-P1

0-M

KC-0

026

GS-1

1-P0

9-M

KC-0

022

PRO

PERT

Y OF

UNI

TED

STAT

ES G

OVE

RNM

ENT

FOR

OFF

ICAL

USE

ONL

YDo

not

rem

ove

this

notic

ePr

oper

ly de

stroy

doc

umen

ts wh

en n

o lon

ger n

eede

d

E:\2010\20100044\d-7 drawings\revit\users\20100044_2011_hawkinse.rvt6/28/20112:31:17PM

A11

.05

06/1

6/11

2010

0044

Desig

ner

Appr

over

Chec

ker

Auth

or

SHER

IDAN

ELE

VATO

R

SCOT

T PR

OJEC

T

Scot

t Buil

ding

3700

N. C

apito

l St.,

NW

Was

hingt

on, D

.C. 2

0011

♦Ar

med

For

ces R

etire

men

t Hom

e

PROJECTNUMBER:20100044PROJECTNAME:SCOTTPROJECTSHEETNUMBER:A11.05-SHERIDANELEVATOR

ISSU

ANCE

SNo

.Dr

awing

Issu

e Des

cripti

onDa

te

ATL

AN

TA -

WA

SH

ING

TON

- N

EW

YO

RK

- N

EW

PO

RT

BE

AC

H

OO

PE

RC

CA

RR

Y

©625 N

orth

Was

hingto

n Stre

etSu

ite 20

0Al

exan

dria,

VA

2231

4(7

03) 5

19-6

152

www.

coop

ercarr

y.com

SCO

PE D

OCUM

ENTS

The

Cons

tructi

on D

ocum

ents

have

not

bee

n co

mple

ted

ther

efor

e th

is dr

awing

may

be

incom

plete

or n

ot co

ordin

ated

. Th

e do

cum

ents

issue

d ind

icate

the

gene

ral s

cope

of

the

Proje

ct. T

he C

ontra

ctor i

s res

pons

ible

for c

omple

te a

nd c

oord

inate

d pr

icing

and

Wor

k, an

d sh

all in

clude

all i

tem

s nec

essa

ry fo

r the

pro

per e

xecu

tion

and

com

pletio

nof

the

Proje

ct, w

heth

er in

dicat

ed o

r not

. Al

l com

pone

nts o

f the

Pro

ject s

hall c

omply

with

any

and

all r

equir

emen

ts of

nat

ional,

stat

e, a

nd lo

cal c

odes

. Th

e Co

ntra

ctor s

hall

infor

m th

e Ow

ner a

nd A

rchit

ect o

f any

om

ission

s, inc

onsis

tenc

ies o

r erro

rs in

the

infor

mat

ion p

rovid

ed.

If no

not

ice is

give

n an

d an

y om

ission

s, inc

onsis

tenc

ies o

rer

rors

are

disc

over

ed, t

he A

rchit

ect's

dec

ision

s on

item

s of W

ork i

nclud

ed in

the

scop

e sh

all b

e bin

ding

on th

e Co

ntra

ctor,

when

cons

isten

t with

the

gene

ral s

cope

and

quali

ty of

the

Proje

ct.

Prin

cipa

l-in-

Cha

rge

Pro

ject

Man

ager

Pro

ject

Arc

hite

ct

Sta

ff A

rchi

tect

Pro

ject

No.

Dat

e

Dra

win

g N

o.

NOT

ISSU

ED F

OR

CONS

TRUC

TION

1

A

23

45

67

89

1011

1213

1415

1617

18

12

34

56

78

910

1112

1314

1516

1718

BCDEFGHJKLMNP

ABCDEFGHJKLMNP

Copy

right

Coo

per C

arry

201

1

GS

A P

roje

ct N

umbe

r

GS

A C

ontr

act N

umbe

r

GS-1

1-P1

0-M

KC-0

026

GS-1

1-P0

9-M

KC-0

022

PRO

PERT

Y OF

UNI

TED

STAT

ES G

OVE

RNM

ENT

FOR

OFF

ICAL

USE

ONL

YDo

not

rem

ove

this

notic

ePr

oper

ly de

stroy

doc

umen

ts wh

en n

o lon

ger n

eede

d

E:\2010\20100044\d-7 drawings\revit\users\20100044_2011_hawkinse.rvt6/28/20112:31:19PM

A11

.06

06/1

6/11

2010

0044

Desig

ner

Appr

over

Chec

ker

Auth

or

SHER

IDAN

ELE

VATO

R

SCOT

T PR

OJEC

T

Scot

t Buil

ding

3700

N. C

apito

l St.,

NW

Was

hingt

on, D

.C. 2

0011

♦Ar

med

For

ces R

etire

men

t Hom

e

PROJECTNUMBER:20100044PROJECTNAME:SCOTTPROJECTSHEETNUMBER:A11.06-SHERIDANELEVATOR

ISSU

ANCE

SNo

.Dr

awing

Issu

e Des

cripti

onDa

te

GLASS FOR ELEVATOR TOWER

GLASS FOR ELEVATOR TOWER

GLASS FOR EXPANDED WINDOW OPENINGS

GLASS FOR EXPANDED WINDOW OPENINGS