SC18008_T2_IFB Drawings_20200417.pdf

/ / CONTROLLED / // / CONTROLLED / /

/ / CONTROLLED / // / CONTROLLED / /

THURGOOD MARSHALL FEDERAL

JUDICIARY BUILDING

AO SPACE REALIGNMENTS

ISSUED FOR BID

ASSOCIATE ARCHITECT

AECOM

ARCHITECTURE/ ENGINEERING

3101 WILSON BOULEVARD, SUITE 900

ARLINGTON, VA 22201

ASSOCIATE ENGINEERS

JENSEN HUGHES

LIFE SAFETY & FIRE ALARM

3610 COMMERCE DRIVE, SUITE 817

BALTIMORE, MD 21227

AECOM PROJECT # 60593208

WASHINGTON, DC

PROPERTY OF THE UNITED STATES GOVERNMENT

OF THESE DRAWINGS, PLANS, DETAILS, OR SPECIFICATIONS, IN WHOLE OR IN PART, WITHOUT THE APPROVAL OF THE UNITED STATES GOVERNMENT IS STRICTLY PROHIBITED.

VIOLATORS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW.

AOC PROJECT SC18008

J. BRETT BLANTON

Architect of the Capitol

Director of Design Services

Director of Planning & Project Management

AOC Approvals:

PROJECT: SC18008 DATE: APR. 08, 2020

CONTROLLED UNCLASSIFIED INFORMATION REPRODUCTION, DISTRIBUTION OR DISSEMINATION

Do not remove this notice. Properly destroy documents when no longer needed.

TASK 2

G-001 SC18008_T2_G-001 .dwg

F. H. C.

F. E. C.

F. E. C.

F. E. C.

F. H. C.

F. H. C.

F. E. C.

F .H .C .F .E.C.

F .H .C.F .E.C.

F. E. C.

F. E. C.

F. H. C.

FD

F D

OPEN TO BELOW

SITE LOCATION

THURGOOD MARSHALL

FEDERAL JUDICIARY

BUILDING

THE MALL

HOUSE

UNDERGROUND

GARAGE

HOUSE

UNDERGROUND

GARAGE

CANNON

HOUSE OFFICE

BUILDING

LIBRARY OF

CONGRESS

MADISON

MEMORIAL

BUILDING

LONGWORTH

HOUSE OFFICE

BUILDING

N E

W J

E R

S E

Y A

V E

N U

E S

.E

RAYBURN

HOUSE OFFICE

BUILDING

ADMIN.

BUILDING

POSTAL

SQUARE

UNION STATION

MASSACHUSETTS AVENUE N.E.

T H

IR

D

S T

R E

E T

N .E

RED LINE

SENATE

CHILD

CARE

CENTER

CAPITOL

POLICE

GHQ

D

IR

K S

E N

S E

N A

T E

O

F F

IC

E

B U

IL

D

IN

G

H A

R T

S E

N A

F

IC

E

B U

IL

D

IN

G

RUSSELL SENATE

OFFICE BUILDING

SENATE

UNDERGROUND

GARAGE

ROBERT TAFT

MEMORIAL

DEPT. OF LABOR BUILDING

MASSACHUSETTS AVENUE N.E.

U N

IT

E

D S

T A

T E

S C

A P

IT

O

L

U.S

CAPITOL

POWER

PLANT

GARFIELD PARK

DWIGHT DAVID EISENHOWER FREEWAY

AMTRACK R

.R

EXISTING WORK AREAS THAT WILL BE DISTURBED MAY CONTAIN ASBESTOS,

LEAD OR PCB'S.

BEFORE THE WORK BEGINS, VISUALLY INSPECT ALL WORK AREAS THAT WILL

BE DISTURBED FOR SUSPECT MATERIAL. SAMPLE COLLECTION OF SUSPECT

HAZMATS MUST BE PERFORMED AS A PROJECT TARGETED HAZMAT SURVEY/

INSPECTION BY A 3RD PARTY IH CONSULTANT USING LICENSED AND

ACCREDITED INSPECTORS.

ANY SUSPECT MATERIAL MUST BE SAMPLED BY A CERTIFIED AND DISTRICT OF

COLUMBIA LICENSED ASBESTOS INSPECTOR.

IF THE ANALYTICAL RESULT SHOW THAT THE SUSPECT MATERIAL CONTAINS

ASBESTOS, WORK CANNOT PROCEED UNTIL ALL REGULATORY REQUIREMENTS

AND ARCHITECT OF THE CAPITOL POLICIES ARE MET.

COMPLY WITH ALL EPA AND OSHA REQUIREMENTS FOR PCB CONTAINING

MATERIALS (FOR EXAMPLE, CAULK, GLAZING, PAINTS AND HVAC COMPONENTS)

TEST FOR LEAD BASED PAINT BEFORE DRILLING OR DISTURBING PAINTED

SURFACES.

IF LEAD IS FOUND, FOLLOW ALL FEDERAL, DISTRICT OF COLUMBIA

REGULATIONS AND ARCHITECT OF CAPITOL POLICIES.

ASBESTOS / LEAD / PCB WARNING:

BREATHING CRYSTALLINE SILICA DUST CAN CAUSE SERIOUS OR FATAL

RESPIRATORY DISEASES INCLUDING SILICOSIS. ANY WORK ACTIVITIES SUCH

AS ABRASIVE BLASTING WITH SAND; SAWING BRICK OR CONCRETE; SANDING

OR DRILLING INTO CONCRETE WALLS; GRINDING MORTAR; MANUFACTURING

BRICK, CONCRETE BLOCKS, OR CERAMIC PRODUCTS; AND CUTTING OR

CRUSHING STONE GENERATES RESPIRABLE DUST. ALL SUCH WORK ACTIVITIES

SHALL BE PERFORMED IN ACCORDANCE WITH THE OSHA RESPIRABLE

CRYSTALLINE SILICA CONSTRUCTION STANDARD.

SILICA WARNING:

F S

T R

E E

T N

.E

COLUMBUS CIRCLE, N.E.

M A

S S

A C

H U

S E

T T S

A V

E N

.E

2ND STREET, N.E.

REVISIONS:

NO DATEDESCRIPTION

LOGO

PROPERTY OF THE

UNITED STATES GOVERNMENT

KEY PLAN

THURGOOD MARSHALL FEDERAL

JUDICIARY BUILDING

N

RECOMMENDED FOR APPROVAL

DIRECTOR OF DESIGN SERVICES

DIRECTOR OF PLANNING & PROJECT MANAGEMENT

J. BRETT BLANTON

ARCHITECT OF THE CAPITOL

BUILDING NAME

PROJECT TITLE

DRAWING TITLE

DRAWN BY CHECKED BYSCALE

PROJ. NO. IFB NO.

CAD FILE NO.

DRAWING NO.

SHEET DATE

THURGOOD MARSHALL

FEDERAL JUDICIARY

BUILDING

OF 72

DRAWING SECURITY

ARCHITECT & ENGINEERS SEAL

3101 WILSON BOULEVARD

ARLINGTON, VA 22201

T: (703) 682 4900

AECOM PROJECT NUMBER: 60593208

/ / CONTROLLED / // / CONTROLLED / /

/ / CONTROLLED / // / CONTROLLED / /

SC18008

AO SPACE

REALIGNMENTS

3610 COMMERCE DRIVE, SUITE 817

BALTIMORE, MD 21227

T: (410) 737 8677

04/08/20

CONTROLLED UNCLASSIFIED

INFORMATION

REPRODUCTION, DISTRIBUTION

OR DISSEMINATION OF THESE

DRAWINGS, PLANS, DETAILS

OR SPECIFICATIONS,

IN WHOLE OR IN PART,

WITHOUT THE APPROVAL

OF THE

UNITED STATES GOVERNMENT

IS STRICTLY PROHIBITED.

VIOLATORS WILL BE

PROSECUTED TO THE

FULLEST EXTENT

OF THE LAW.

Do not remove this notice.

Properly destroy documents when no longer needed.

TASK 2

As indicated JH RH

DRAWING INDEX AND

PROJECT NOTES

G-002

SC18008_T2_G-002 .dwg

FIFTH FLOOR - TASK 2 LOCATION

SECOND FLOOR - TASK 2 LOCATION

AD104 DEMOLITION AND PHASING PLANS - LEVEL 2

AD107 DEMOLITION PLAN - LEVEL 5

AD154 DEMOLITION RCP - LEVEL 2

AD157 DEMOLITION RCP - LEVEL 5

A-104 FLOOR PLAN - LEVEL 2

A-107 FLOOR PLAN - LEVEL 5

A-154 REFLECTED CEILING PLAN - LEVEL 2

A-157 REFLECTED CEILING PLAN - LEVEL 5

A-202 INTERIOR ELEVATIONS - LEVEL 2

A-203 INTERIOR ELEVATIONS - LEVEL 5

A-401 ENLARGED PLANS

A-501 INTERIOR DETAILS

A-601 DOOR SCHEDULE, FRAME TYPES, & DETAILS

A-611 PARTITION SCHEDULE & DETAILS

A-701 FINISH DETAILS & FINISH LEGEND

A-704 FLOOR FINISH PLAN - LEVEL 2

A-707 FLOOR FINISH PLAN - LEVEL 5

I-104 FURNITURE PLAN - LEVEL 2

I-107 FURNITURE PLAN - LEVEL 5

E-001 ELECTRICAL LEGEND, NOTES & ABBREVIATIONS

ED104 LIGHTING DEMOLITION PLAN - LEVEL 2

ED107 LIGHTING DEMOLITION PLAN - LEVEL 5

EK104 POWER DEMOLITION PLAN - LEVEL 2

EK107 POWER DEMOLITION PLAN - LEVEL 5

EL104 LIGHTING PLAN - LEVEL 2

EL107 LIGHTING PLAN - LEVEL 5

EP104 POWER PLAN - LEVEL 2

EP107 POWER PLAN - LEVEL 5

E-501 LIGHTING SCHEDULES

E-502 LIGHTING DETAILS

E -503 POWER DETAILS

E-601 PANEL SCHEDULES

E-602 PANEL SCHEDULES

M-001 ABBREVIATIONS, SYMBOLS, AND GENERAL NOTES

MD104 MECHANICAL DEMOLITION PLAN LEVEL 2

MD107 MECHANICAL DEMOLITION PLAN LEVEL 5

MH104 MECHANICAL FLOOR PLAN LEVEL 2

MH107 MECHANICAL FLOOR PLAN - LEVEL 5

M-501 MECHANICAL DETAILS

M-601 MECHANICAL SCHEDULES

T-001 TELECOMMUNICATIONS GENERAL NOTES, SYMBOLS &

ABRVS

TD104 TELECOMMUNICATIONS DEMO PLAN LEVEL 2

TD107 TELECOMMUNICATIONS DEMO PLAN LEVEL 5

T-104 TELECOMMUNICATIONS PLAN LEVEL 2

T-107 TELECOMMUNICATIONS PLAN LEVEL 5

T-402 TELECOMMUNICATIONS ENLARGED PLANS - LEVEL 2

T-404 TELECOMMUNICATIONS ENLARGED PLANS - LEVEL 5

T-501 TELECOMMUNICATIONS DETAILS

T-502 TELECOMMUNICATIONS DETAILS

T-503 TELECOMMUNICATIONS DETAILS

T-603 TELECOMMUNICATIONS RACK ELEVATIONS

P-001 ABBREVIATIONS, SYMBOLS, AND GENERAL NOTES

PD104 PLUMBING DEMOLITION PLAN - LEVEL 2

P-104 PLUMBING FLOOR PLAN - LEVEL 2

P-107 PLUMBING FLOOR PLAN - LEVEL 5

FX001 FIRE PROTECTION GENERAL NOTES

FD104 FIRE PROTECTION DEMOLITION PLAN - LEVEL 2

FD107 FIRE PROTECTION DEMOLITION PLAN - LEVEL 5

FX104 FIRE PROTECTION PLAN - LEVEL 2

FX107 FIRE PROTECTION PLAN - LEVEL 5

FA001 FIRE ALARM GENERAL NOTES

FK104 FIRE ALARM DEMOLITION PLAN - LEVEL 2

FK107 FIRE ALARM DEMOLITION PLAN - LEVEL 5

FA104 FIRE ALARM PLAN - LEVEL 2

FA107 FIRE ALARM PLAN - LEVEL 5

SHEET INDEX

Sheet Number Sheet Name

#SC18008 - TASK 2

G-001 COVER SHEET

G-002 DRAWING INDEX AND PROJECT NOTES

G-003 SYMBOLS, LEGENDS AND ABBREVIATIONS

G-004 SITE LOGISTICS PLAN

G-005 ORIENTATION & PHASING PLANS

G-006 LIFE SAFETY PLAN - LEVEL 2

G-007 LIFE SAFETY PLAN - LEVEL 5

GENERAL NOTES

A. DEVICES SHALL BE INSTALLED ON A COMMON

VERTICAL CENTERLINE WHEREVER POSSIBLE.

B. ALL DEVICES SHALL BE INSTALLED AT MOUNTING

HEIGHTS AS INDICATED ON THIS DETAIL UNLESS

OTHERWISE NOTED.

C. MOUNTING HEIGHT OF ALL SIGNS SHALL

CONFORM WITH 2010 ADA REQUIREMENTS.

D. SEE A-601 FOR DOOR HARDWARE MOUNTING

HEIGHTS.

THERMOSTAT

SWITCHES/DIMMERS

RECEPTACLES

C L

C L

4'-0"

1'-6"

FEC

T .O

F

E C

M A

X

NEW PARTITION

NEW DOOR

MATERIAL LEGEND

CONCRETE

CONRCRETE

MASONRY UNIT

BRICK

FINISHED WOOD

WOOD BLOCKING

(CONTINUOUS)

ROUGH BLOCKING

(NOT CONTINUOUS)

PLYWOOD

PARTICLE BOARD

GWB / PLASTER /

STUCCO/GROUT

COMP

FILLER

RIGID INSULATION

BATT INSULATION

STEEL

ALUMINUM

GLASS

ACOUSTICAL TILE

ARCHITECTURAL LEGEND

INTERIOR WINDOW

BREAK LINE

WORK ABOVE (PLANS)

HIDDEN WORK (PLANS)

ACTIVE

LEAF

INACTIVE

LEAF

DOUBLE DOORS

REFERENCE SYMBOLS

A

COLUMN GRID

NORTH ARROW

REFERENCE LOCATION

DRAWING TITLE

DRAWING SCALE

DRAWING TITLE

SHEET NUMBER

A1

A-101

View name

1/8" = 1'-0"

GRAPHIC SCALE

INTERIOR ELEVATION REFERENCE

A-401

A1

A2

A3

A4

SHEET NUMBER ON WHICH

ELEVATION IS DRAWN

REFERENCE

LOCATION

SHEET NUMBER ON WHICH

SECTION IS DRAWN

DETAIL SECTION

REFERENCE LOCATION

ARROW & TAIL INDICATE

DIRECTION OF SECTION

DETAIL SECTION REFERENCE

A-301

A1

SHEET NUMBER ON WHICH

DETAIL IS DRAWN

DETAIL SECTION NUMBER

DETAIL CALLOUT REFERENCE

A-401

A1

ROOM NAME & NUMBER

DOOR TAG

1-101

Room Name

D101A

SPOT ELEVATIONS

ELEVATION DATUM

EL: 8'-0"

AFF

CENTERLINE TAG

KEY NOTES

C L

Level Name

EL: 0'-0"

W = WINDOW

L = LOUVER

S = STOREFRONT

B = BORROWED LITE

W1

WALL OPENING REFERENCE TAG

ALIGN TAG

ALIGN

REVISION CALLOUT AND CLOUD

ABBREVIATIONS

N

EXISTING PARTITION

EXISTING DOOR

DEMOLISH PARTITION

DEMOLISH DOOR

0 8' 16'

1/8"=1'-0"

AREA NOT IN SCOPE

XX

WALL TYPE/PARTITION

FLOOR

BASE

WALL

ROOM FINISH TAG

FIRE EXTINGUISHER

CABINET

FEC

CARPET

TYPICAL DEVICE MOUNTING HEIGHT

D101A

FLOOR FINISH

BASE FINISH

WALL FINISH

FINISH TAG

TEMPORARY PARTITION

O O O O O O

F S

T R

E E

T N

.E

COLUMBUS CIRCLE, N.E.

M A

S S

A C

H U

S E

T T S

A V

E N

.E

2ND STREET, N.E.

REVISIONS:

NO DATEDESCRIPTION

LOGO

PROPERTY OF THE

UNITED STATES GOVERNMENT

KEY PLAN

THURGOOD MARSHALL FEDERAL

JUDICIARY BUILDING

N

RECOMMENDED FOR APPROVAL

DIRECTOR OF DESIGN SERVICES

DIRECTOR OF PLANNING & PROJECT MANAGEMENT

J. BRETT BLANTON

ARCHITECT OF THE CAPITOL

BUILDING NAME

PROJECT TITLE

DRAWING TITLE

DRAWN BY CHECKED BYSCALE

PROJ. NO. IFB NO.

CAD FILE NO.

DRAWING NO.

SHEET DATE

THURGOOD MARSHALL

FEDERAL JUDICIARY

BUILDING

OF 72

DRAWING SECURITY

ARCHITECT & ENGINEERS SEAL

3101 WILSON BOULEVARD

ARLINGTON, VA 22201

T: (703) 682 4900

AECOM PROJECT NUMBER: 60593208

/ / CONTROLLED / // / CONTROLLED / /

/ / CONTROLLED / // / CONTROLLED / /

SC18008

AO SPACE

REALIGNMENTS

3610 COMMERCE DRIVE, SUITE 817

BALTIMORE, MD 21227

T: (410) 737 8677

04/08/20

CONTROLLED UNCLASSIFIED

INFORMATION

REPRODUCTION, DISTRIBUTION

OR DISSEMINATION OF THESE

DRAWINGS, PLANS, DETAILS

OR SPECIFICATIONS,

IN WHOLE OR IN PART,

WITHOUT THE APPROVAL

OF THE

UNITED STATES GOVERNMENT

IS STRICTLY PROHIBITED.

VIOLATORS WILL BE

PROSECUTED TO THE

FULLEST EXTENT

OF THE LAW.

Do not remove this notice.

Properly destroy documents when no longer needed.

TASK 2

As indicated JH RH

SYMBOLS, LEGENDS

AND ABBREVIATIONS

G-003

SC18008_T2_G-003 .dwg

UON UNLESS OTHERWISE NOTED

UPS UNINTERRUPTABLE POWER SUPPLY

UR URINAL

USACE UNITED STATES ARMY CORPS OF

ENGINEERS

UV UNIT VENTILATOR

V

V VOLT

VAV VARIABLE AIR VOLUME

VB VINYL BASE

VC VERTICAL CURVE

VCP VITRIFIED CLAY PIPE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VFD VARIABLE FREQUENCY DRIVE

VIF VERIFY IN FIELD

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

W

W WEST

W/ WITH

W/O WITHOUT

WAGD WATER ANESTHESIA GAS DISPOSAL

WC WATER CLOSET

WD WOOD

WDW WINDOW

WG WALL GUARD

WH WATER HEATER / WALL HYDRANT

WP WEATHERPROOF

WPFG WATERPROOFING

WR WATER RESISTANT

WS WATER STOP

WT WEIGHT

WWF WELDED WIRE FABRIC

X

XFMR TRANSFORMER

Y

YD YARD

YH YARD HYDRANT

SAT SUSPENDED ACOUSTICAL TILE

SB SPLASH BLOCK

SC SCUPPER

SC SHOWER CURTAIN

SCER SECURE EQUIPMENT RM

SCH SCHEDULE

SCI SENSITIVE COMPARTMENTAL

INFORMATION

SCIF SENSITIVE COMPARTMENTAL

INFORMATION FACILITY

SCR SHOWER CURTAIN ROD

SD SMOKE DAMPER / SUB DRAIN

SECT SECTION

SER SECURE EQUIPMENT RM

SF SQUARE FOOT

SG SPANDREL GLASS

SHT SHEET

SHW SHOWER

SIM SIMILAR

SND SANITARY NAPKIN DISPOSAL

SOC SECURITY OPERATIONS CENTER

SOG SLAB-ON-GRADE

SP SUMP PUMP

SPEC SPECIFICATIONS

SQ SQUARE

SS SERVICE SINK / STORM SEWER

SSO STORM SEWER OVERFLOW

SSR SECURE SWITCH ROOM

SSTL STAINLESS STEEL

ST STREET

STA STATION

STC SOUND TRANSMISSION CLASS

STD STANDARD

STE STANDARD TAPERED END

STIFF STIFFENER

STIR STIRRUP

STL STEEL

STOR STORAGE

STR SECURE TELECOM RM

STRUCT STRUCTURAL

SUSP SUSPENDED

SW SWITCH

SWGR SWITCHGEAR

SYM SYMMETRICAL

SYS SYSTEM

T

T TEMPERED

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TC TOP OF CURB

TE TOP ELEVATION

TEL TELEPHONE

TEMP TEMPERATURE

TERR TERRAZZO

TH THICKNESS

THLD THRESHOLD

TIR TELECOMMUNICATIONS

INFRASTRUCTURE RM

TLT TOILET

TOPO TOPOGRAPHY

TOS TOP OF STEEL

TOW TOP OF WALL

TP TOP OF PAVEMENT

TRANS TRANSVERSE

TRTD TREATED

TYP TYPICAL

U

U URINAL

UC UNDERCUT

UFC UNITED FACILITIES CRITERIA

UG UNDERGROUND

UH UNIT HEATER

OPP OPPOSITE

OX OXYGEN

OZ OUNCE

P

P PAINT / PUMP / PENDANT

PA PASCAL

PART PARTITION

PAVT PAVEMENT

PC POINT OF CURVATURE

PCF POUNDS PER CUBIC FOOT

PED PEDESTAL

PERP PERPENDICULAR

PHC PREHEAT COIL

PHVAC PLUMBING, HEATING, VENTILATING AND

AIR CONDITIONING

PI POINT OF INTERSECTION

PIV POST INDICATOR VALVE

PKG PARKIING

PL PLASTIC LAMINATE / PROPERTY LINE /

PLATE

PLAS PLASTER

PLBG PLUMBING

PLF POUNDS PER LINEAR FOOT

PLYWD PLYWOOD

PNL PANEL

POL POLISHED

PR PAIR

PREFIN PREFINISHED

PROJ PROJECTION

PRV PRESSURE REGULATING VALVE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT OF TANGENCY

PTD PAINTED

PTN PARTITION

PTVC POINT OF VERTICAL CURVATURE

PVC POLYVINYL CHLORIDE

PVI POINT OF VERTICAL INTERSECTION

PVT POINT OF VERTICAL TANGENCY

Q

QT QUARRY TILE

R

REFERENCE

RADIO FREQUENCY

RUBBER BASE

R RADIUS / REGISTER

RA RETURN AIR

RAF RAISED ACCESS FLOOR

RB RESILIENT BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RED RECESSED

REF REFRIGERATOR

REFL REFLECTED

REG REGISTER

REINF REINFORCED

REQD REQUIRED

REV REVERSE / REVISION

RF RETURN FAN

RGS RIGID GALVANIZED STEEL

RH ROOF HOOD / RELATIVE HUMIDITY /

REHEAT

RHC REHEAT COIL

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

RTU ROOF TOP UNIT

S

SUPPLY FAN

S SOUTH

SA SUPPLY AIR / SOUND ATTENUATER

SAN SANITARY

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LMU LIGHTWEIGHT MASONRY UNITS

LOC LOCAL OPERATOR CONSOLE

LONG LONGITUDINAL

LPM LITERS PER MINUTE

LSC LIFE-SAFETY CODE

LT LIGHT

LT WT LIGHT WEIGHT

LTG LIGHTING

LV LABORATORY VACUUM

LVL LEVEL

M

M METER

M2 SQUARE METER

M3 CUBIC METER

MA MEDICAL AIR

MACH MACHINE

MAINT MAINTENANCE

MAR MARBLE

MAS MASONRY

MAT MATERIAL

MAU MAKEUP AIR UNIT

MAX MAXIMUM

MBH 1000 BTUH

MDF MEDIUM DENSITY FIBERBOARD

MDO MEDIUM DENSITY OVERLAY

MECH MECHANICAL

MEMB MEMBRANE

MEZZ MEZZANINE

MFR MANUFACTURER

MG MOTOR GENERATOR / MEDICAL GAS

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MKD MARKED

MLO MAIN LUGS ONLY

MM MILLIMETER

MO MASONRY OPENING

MR MIRROR

MSL MEAN SEA LEVEL

MTD MOUNTED

MTG MOUNTING

MTL METAL

MULL MULLION

MV MEDICAL VACUUM

N

N NITROGEN

N NORTH

N2O NITROUS OXIDE

NAT NATURAL

NEC NATIONAL ELECTRICAL CODE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

O

O/S OFFSET

OA OUTSIDE AIR

OBD OPPOSED BLADE DAMPER

OC ON CENTER

OD OVERFLOW DRAIN

OF OUTSIDE FACE

OFCI OWNER FURNISHED, CONTRACTOR

INSTALLED

OFOI OWNER FURNISHED, OWNER

INSTALLED

OH OPPOSITE HAND

OPNG OPENING

GL GLASS

GLB GLASS BLOCK

GP GLAZED PAINT

GPM GALLONS PER MINUTE

GR GRADE

GRV GRAVITY ROOF VENTILATOR

GWB GYPSUM WALLBOARD

GYP GYPSUM

H

HB HOSE BIBB

HC HEATING COIL

HDNR HARDENER

HDW HARDWARE

HDWD HARDWOOD

HK1E HOOK ONE END

HK2E HOOK TWO ENDS

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HORSEPOWER

HPT HIGH POINT

HR HOUR

HS HIGH STRENGTH

HT HEIGHT

HTG HEATING

HTR HEATER

HVAC HEATING, VENTILATING AND AIR

CONDITIONING

HW HOT WATER

HWC HOT WATER CIRCULATING

HZ HERTZ

I

IA INSTRUMENT AIR

IBC INTERNATIONAL BUILDING CODE

IC INTERCOM

ID INSIDE DIAMETER

IE INVERT ELEVATION

IF INSIDE FACE

IG INSULATED GLASS

IN INCH

INCAN INCANDESCENT

INFO INFORMATION

INSUL INSULATION

INT INTERIOR

INTER INTERMEDIATE

IT INFORMATION TECHNOLOGY

J

JAN JANITOR

JB JUNCTION BOX

JC JANITORS CLOSET

JP JOCKEY PUMP

JST JOIST

JT JOINT

K

KC MIL THOUSAND CIRCULAR MILS

KCJ KEYED CONSTRUCTION JOINT

KIT KITCHEN

KPA KILOPASCALS

KS KITCHEN SINK

KV KILOVOLT

KVA KILOVOLT AMPERE

KW KILOWATTS

L

L LENGTH

LA LANDSCAPE ARCHITECT

LAB LABORATORY

LAD LADDER

LAM LAMINATE

LAV LAVATORY

LBS POUNDS

LC LINEN CLOSET

LF LINEAR FEET

LIN LINEAR

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EM EMERGENCY

EMBED EMBEDMENT

EMD ESTIMATED MAXIMUM DEMAND

EMT ELECTRICAL METAL TUBING

ENCL ENCLOSURE

ENGR ENGINEER

ENT ENTRANCE

EOS EDGE OF SLAB

EQ EQUAL

EQUIP EQUIPMENT

ET EXPANSION TANK

ETR EXTRUSION

EVAC MEDICAL GAS EVACUATION

EW EACH WAY

EWC ELECTRICAL WATER COOLER

EWH ELECTRICAL WATER HEATER

EXH EXHAUST

EXIST EXISTING

EXP EXPOSED

EXPN EXPANSION

EXT EXTERIOR

F

F FIRE MAIN

FA FIRE ALARM

FCU FAN COIL UNIT

FD FLOOR DRAIN / FIRE DAMPER

FD / SD COMBINATION FIRE AND SMOKE

DAMPER

FDC FIRE DEPARTMENT CONNECTION

FDR FEEDER

FE FIRE EXTINGUISHER

FEB FIRE EXTINGUISHER WALL BRACKET

FEC FIRE EXTINQUISHER CABINET

FF FINISHED FLOOR

FG FIXED GLASS

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FIN FINISH

FIX FIXTURE

FL FLASHING

FLOUR FLOURESCENT

FLR FLOOR

FM FORCE MAIN / FACTORY MUTUAL

FND FOUNDATION

FNR FEMININE NAPKIN RECEPTACLE

FOG FACE OF GLASS

FOS FACE OF SURFACE

FP FIREPROOFING / FIRE PUMP

FPM FEET PER MINUTE

FR FIRE RATED

FRP FIBERGLASS REINFORCED PLASTIC

FRT FIRE RETARDANT TREATED

FS FLOW SWITCH

FT FEET

FTG FOOTING

FUR FURRING

FVC FIRE VALVE CABINET

G

G GAS / GROUT

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GBD GRAVITY BACKDRAFT DAMPER

GD GUARD

GEN GENERATOR

GFGI GOVERNMENT FURNISHED

GOVERNMENT INSTALLED EQUIPMENT

GFRC GLASS FIBER REINFORCED CONCRETE

GI GALVANIZED IRON

CLO CLOSET

CLR CLEAR

CM CENTIMETER

CMH CUBIC METER PER HOUR

CMP CORRUGATED METAL PIPE

CMT CERAMIC MOSAIC TILE

CMU CONCRETE MASONRY UNIT

CO CLEANOUT / CARBON MONOXIDE

CO2 CARBON DIOXIDE

COL COLUMN

COMB COMBINATION / COMBINE

COMP COMPRESSIBLE

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS / CONTINUATION

CONTR CONTRACTOR

COR CORRUGATED

CORR CORRIDOR

CP CEMENT PIPE

CPT CARPET

CR CARD READER

CSF CUBIC FEET PER SECOND

CSR COMMERCIAL SWITCH ROOM

CT CERAMIC TILE / COOLING TOWER

CTR CENTER

CTR COMMERCIAL TELECOM RM

CU CONDENSING UNIT

CUH CABINET UNIT HEATER

CUYD CUBIC YARD

CW COLD WATER

CW CURTAINWALL

CWK CASEWORK

D

D DRAIN / DIFFUSER

DA DENTAL AIR

DBL DOUBLE

DEG DEGREE

DEPR DEPRESSED

DEPT DEPARTMENT

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIFF DIFFUSER

DIM DIMENSION

DIP DUCTILE IRON PIPE

DISC DISCONNECT

DISP DISPENSER

DIST DISTRIBUTION

DIV DIVISION

DK DECK

DL DEAD LOAD

DN DOWN

DO DITTO

DPR DAMPER

DR DOOR

DS DOWNSPOUT

DTL DETAIL

DV DENTAL VACUUM

DWG DRAWING

DWL DOWEL

DWP DOMESTIC WATER PUMP

E

E EAST

EA EACH / EXHAUST AIR

EB EXPANSION BOLT

EF EACH FACE / EXHAUST FAN

EFR ENTRANCE FACILITY RM

EIFS EXTERIOR FINISH/INSULATION SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

A

& AND

@ AT

A ALIGN

A/C AIR CONDITIONING

AB ANCHOR BOLT / AIR BLENDER

AC ALTERNATING CURRENT / AIR

COMPRESSOR

AC ACOUSTIC

ACP ASBESTOS CEMENT PIPE

ACT ACOUSTIC CEILING TILE

ACU AIR CONDITIONING UNIT

AD AREA DRAIN

ADA AMERICAN WITH DISABLITIES ACT

ADH ADHESIVE

ADJ ADJACENT / ADJUSTABLE

ADR ACCESS DOOR

AFF ABOVE FINISH FLOOR

AHJ AUTHORITY HAVING JURISDICTION

AHU AIR HANDLING UNIT

AL ALUMINUM

ALT ALTERNATE

APC ARCHITECTURAL PRECAST

APPROX APPROXIMATELY

APT APARTMENT

ARCH ARCHITECT(URAL)

ASB ASBESTOS ABATEMENT CONTRACTOR

ASPH ASPHALT

ATB AIR TERMINAL BOX

ATD AIR TRANSFER DUCT

ATU AIR TERMINAL UNIT

AUX AUXILIARY

AVG AVERAGE

AZ AZIMUTH

B

BB BALLED AND BURLAPPED

BD BOARD

BDD BACK DRAFT DAMPER

BE BOTTOM ELEVATION

BET BETWEEN

BL BUILDING LINE

BLDG BUILDING

BLKG BLOCKING

BM BENCH MARK / BEAM

BOC BUILDING OPERATIONS CENTER

BOD BASIS OF DESIGN

BR BULLET RESISTANT

BRG BEARING

BTU BRITISH THERMAL UNIT

BTUH BRITISH THERMAL UNIT PER HOUR

BUR BUILT UP ROOFING

C

COMPUTER EQUIPMENT RM

C/C CENTER TO CENTER

CAB CABINET

CB CIRCUIT BREAKER / CATCH BASIN

CC COOLING UNIT

CE COVER ELEVATION

CEM CEMENT

CER CERAMIC

CFM CUBIC FEET PER MINUTE

CG CORNER GUARD

CH CHILLER

CI CURB INLET / CAST IRON

CIP CAST IRON PIPE

CJ CONTROL JOINT OR CONTRACTION

JOINT

CKT CIRCUIT

CL CENTER LINE

CLG CEILING

CLK(G) CAULK(ING)

EM

H

EM

H

EM

H

EM

H

EM

H

EM

H

S S

EM

H

M H

M H

EM

H

EM

H

EM

H

EM

H

S S

EM

H EM

H

EM

H

EM

H

S S

M H

M H

M H

EM

H

EM

H

EM

H EM

H

EM

H

EM

H

EM

H

EM

H

EM

H

EM

H

EM

H

EM

H

EM

H

G

S D

CM

H

CM

H

CM

H

CM

H

S S

S

IG

S

IG

W

W W

W

F STREET

PARKING GARAGE

ENTRY AND EXIT

LOADING DOCK

AOC TRAILER

COMPOUND

WORKER ACCESS

ROUTE - 2ND STREET ENTRANCE

FOR USE BY ALL WORKERS

2ND STREET PARKING GARAGE

ENTRY AND EXIT TO REMAIN

ACCESSIBLE AT ALL TIMES

STRUCTURE

BELOW

5"

5 4

S T E A M

V A U

LT

C O N D E N S A T

IO

N

S T E A M

G A S

12"12"

12"

12"

36" STEEL

6" W

AT

ER

8"

WAT

ER

8"

W

WW

W

W W

W

W

W W

W

WW

W

W

W

W W

W

W W

W

W W

W W

W

W

W

W M

W M

G

K

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

A

G

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

H

H

A

H

H

H

H

A

H

H

A

A

A

A

C

A

A

A

A

A

A

A

A

A

A

A

A

A

A

L(S im

.) L(S im

.) L(S im

.) L(S im

.) L(S im

M

M

M

D

D

D

D

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

D

D

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A A

A

A A

A A

A A

A A

A

A

LINE OF BLDG PERIMETER BELOW GRADE

Due South 684.90'

S

' 4

E

.8

S8° 09' 06" E

357.97'

N16° 36' 50" E 264.29'

S

' 5

E .9

S0° 00' 55" W 406.13'

N6° 30' 46" E 353.98'

N

' 3

W .2

R

R =1

5'

R =7

0'

R=405'

R=843'

R .6

N

' 2

"W

.4

S

' 5

"E

.1

N15° 42' 57"E 146.61'

D u e So ut h

E L

EM

H

E L

E L

M A S S A C H U S E

TT

S

A V E N U E

N .E

2nd STREET N.E.

F

S T R E E T

N .E

E

S T R E E T

N .E

B E N C H

(T Y P

RAMP

RA

MP

RA

MP

R

AM

P

RA

MP

RAMP RAMP

R A M P

R A M P

R A M P

R A M P

F D C

R A M P

F D C

ATRIUM PLAZA

ATR-PLZ

M A

S S

E

N T R

Y

M A

S S

-E N

T

W

EST ENTRANCE SIDEW

ALK

GW

ESW

WEST ENTRANCE SIDEWALK

GWESW

S O

U T

H E

N T

R A

N C

E S

ID

E

W A

L K

G S

O S

W

PLAYGROUND

PLYGRND

EAST ENTRANCE SIDEWALK

GEESW

N O

R T

H S

ID

E

W A

L K

G N

O S

W

L O

A D

IN

G

D O

C K

L O

A D

D O

C K

SECOND STREET RAMP

2-RAMP

EAST PLAZA

E-PLZ

SOUTH LAWN

SOUTHLWN

TRANSFORMER VAULT

TRANSVLT

C W

0 32' 64' 1/32"=1'-0"

F S

T R

E E

T N

.E

COLUMBUS CIRCLE, N.E.

M A

S S

A C

H U

S E

T T S

A V

E N

.E

2ND STREET, N.E.

REVISIONS:

NO DATEDESCRIPTION

LOGO

PROPERTY OF THE

UNITED STATES GOVERNMENT

KEY PLAN

THURGOOD MARSHALL FEDERAL

JUDICIARY BUILDING

N

RECOMMENDED FOR APPROVAL

DIRECTOR OF DESIGN SERVICES

DIRECTOR OF PLANNING & PROJECT MANAGEMENT

J. BRETT BLANTON

ARCHITECT OF THE CAPITOL

BUILDING NAME

PROJECT TITLE

DRAWING TITLE

DRAWN BY CHECKED BYSCALE

PROJ. NO. IFB NO.

CAD FILE NO.

DRAWING NO.

SHEET DATE

THURGOOD MARSHALL

FEDERAL JUDICIARY

BUILDING

OF 72

DRAWING SECURITY

ARCHITECT & ENGINEERS SEAL

3101 WILSON BOULEVARD

ARLINGTON, VA 22201

T: (703) 682 4900

AECOM PROJECT NUMBER: 60593208

/ / CONTROLLED / // / CONTROLLED / /

/ / CONTROLLED / // / CONTROLLED / /

SC18008

AO SPACE

REALIGNMENTS

N

3610 COMMERCE DRIVE, SUITE 817

BALTIMORE, MD 21227

T: (410) 737 8677

04/08/20

CONTROLLED UNCLASSIFIED

INFORMATION

REPRODUCTION, DISTRIBUTION

OR DISSEMINATION OF THESE

DRAWINGS, PLANS, DETAILS

OR SPECIFICATIONS,

IN WHOLE OR IN PART,

WITHOUT THE APPROVAL

OF THE

UNITED STATES GOVERNMENT

IS STRICTLY PROHIBITED.

VIOLATORS WILL BE

PROSECUTED TO THE

FULLEST EXTENT

OF THE LAW.

Do not remove this notice.

Properly destroy documents when no longer needed.

TASK 2

1/32" = 1'-0" JH RH

SITE LOGISTICS PLAN

G-004

SC18008_T2_G-004 .dwg

1/32" = 1'-0"G-004

1 SITE LOGISTICS PLAN

D

OPEN TO BELOW

F.H.C.

F.E.C.

F.E.C.

F.E.C.

F.H.C.

F.H.C.

F.E.C.

F.H.C.F.E.C.

F.H.C.F.E.C.

F.E.C.

F.E.C.

F.H.C.

FD

R E

F

R E

F

R E

F

REF.

R E

F

SERVICE

ELEVATOR

PHASE 3: SUITES

2-300 & 2-500

PHASE 4: SUITES

2-270 & 2-358

SERVICE

ELEVATOR

PHASE 1: SUITE 5-200

PHASE 2:

SUITE 5-450

PHASE 3:

SUITES 2-300

& 2-500

PHASE 4:

SUITES 2-270

& 2-358

AD104

PHASE 1:

SUITE 5-200

PHASE 2:

SUITE 5-450

PROPOSED PHASING LEGEND

1. CONSTRUCTION PHASE 1: SUITE 5-200

2. CONSTRUCTION PHASE 2: SUITE 5-450

3. CONSTRUCTION PHASE 3: SUITES 2-300 AND 2-400

4. CONSTRUCTION PHASE 4: SUITES 2-270 AND 2-358

GENERAL PHASING NOTES

1. REFER TO DIVISION 1 SPECIFICATIONS FOR

COORDINATION AND SCHEDULE SEQUENCE OF THE

WORK WITH THE ARCHITECT.

2. PROPOSED PHASING (INCLUDING EGRESS

ROUTING) IS CONCEPTUAL IN NATURE.

CONTRACTOR MAY PROPOSE ALTERNATE

APPROACHES. COORDINATE WITH ARCHITECT.

3. REFER TO DEMOLITION PLANS SERIES AD FOR

GENERAL DEMOLITION NOTATION, SUITE ACCESS

LOCATIONS, AND TEMPORARY PARTITIONS

REQUIREMENTS.

4. EACH CONSTRUCTION PHASE MUST BE COMPLETED

PRIOR TO START OF NEXT CONSTRUCTION PHASE.

5. PROTECT EGRESS PASSAGEWAYS WITH

TEMPORARY PARTITIONS.

6. REFER TO LIFE SAFETY PLANS SERIES G FOR

CONSTRUCTION EGRESS REQUIREMENTS.

7. CONTRACTOR SHALL PROVIDE A 4-WEEK LAG

BETWEEN THE SUBSTANTIAL COMPLETION OF A

PHASE AND THE SUBSEQUENT START OF THE NEXT

PHASE.

8. CONTRACTOR SHALL PROVIDE 4 WEEK NOTICE

AHEAD OF SUBSTANTIAL COMPLETION FOR EACH

PHASE.

9. NO SWING SPACE BUILD OUT WILL BE PERFORMED

BY THE CONTRACTOR AS PART OF THIS CONTRACT.

10. NO EXISTING FURNITURE/EQUIPMENT MOVEMENT

WILL BE REQUIRED BY THE CONTRACTOR UNDER

THIS CONTRACT. EXISTING FURNITURE/EQUIPMENT

WILL BE RELOCATED BY THE GOVERNMENT.

0 32' 64' 1/32"=1'-0"

F S

T R

E E

T N

.E

COLUMBUS CIRCLE, N.E.

M A

S S

A C

H U

S E

T T S

A V

E N

.E

2ND STREET, N.E.

REVISIONS:

NO DATEDESCRIPTION

LOGO

PROPERTY OF THE

UNITED STATES GOVERNMENT

KEY PLAN

THURGOOD MARSHALL FEDERAL

JUDICIARY BUILDING

N

RECOMMENDED FOR APPROVAL

DIRECTOR OF DESIGN SERVICES

DIRECTOR OF PLANNING & PROJECT MANAGEMENT

J. BRETT BLANTON

ARCHITECT OF THE CAPITOL

BUILDING NAME

PROJECT TITLE

DRAWING TITLE

DRAWN BY CHECKED BYSCALE

PROJ. NO. IFB NO.

CAD FILE NO.

DRAWING NO.

SHEET DATE

THURGOOD MARSHALL

FEDERAL JUDICIARY

BUILDING

OF 72

DRAWING SECURITY

ARCHITECT & ENGINEERS SEAL

3101 WILSON BOULEVARD

ARLINGTON, VA 22201

T: (703) 682 4900

AECOM PROJECT NUMBER: 60593208

/ / CONTROLLED / // / CONTROLLED / /

/ / CONTROLLED / // / CONTROLLED / /

SC18008

AO SPACE

REALIGNMENTS

N

3610 COMMERCE DRIVE, SUITE 817

BALTIMORE, MD 21227

T: (410) 737 8677

04/08/20

CONTROLLED UNCLASSIFIED

INFORMATION

REPRODUCTION, DISTRIBUTION

OR DISSEMINATION OF THESE

DRAWINGS, PLANS, DETAILS

OR SPECIFICATIONS,

IN WHOLE OR IN PART,

WITHOUT THE APPROVAL

OF THE

UNITED STATES GOVERNMENT

IS STRICTLY PROHIBITED.

VIOLATORS WILL BE

PROSECUTED TO THE

FULLEST EXTENT

OF THE LAW.

Do not remove this notice.

Properly destroy documents when no longer needed.

TASK 2

As indicated JH RH

ORIENTATION &

PHASING PLANS

G-005

SC18008_T2_G-005 .dwg

1/32" = 1'-0"G-005

1 SECOND FLOOR - TASK 2 ORIENTATION & EXISTING CONDITIONS PLAN

1/32" = 1'-0"G-005

2 FIFTH FLOOR - TASK 2 ORIENTATION & EXISTING CONDITIONS PLAN

1/16" = 1'-0"G-005

3 SECOND FLOOR - TASK 2 NEW WORK PHASING PLAN

1/16" = 1'-0"G-005

4 FIFTH FLOOR - TASK 2 NEW WORK PHASING PLAN

15.3

WORKSTATIONS

2-200

G. OFFICE

C-735

CORRIDOR

2-300

RECEPTION

2-301

G-OFFICE

2-305

WET

PANTRY

2-307

WKRM

2-208

LOCKERS

2-302

WKRM

2-311

MER

2B30

G-OFFICE

2-304

G-OFFICE

2-204

G-OFFICE

2-203

WORKSTATIONS

2-209

WORKSTATIONS

2-205

G-OFFICE

2-310

PANTRY/

WKRM

2-202

G-OFFICE

2-207

WORKSTATIONS

2-206

WORKSTATIONS

2-303

WORKSTATIONS

2-308

WORKSTATIONS

2-309

OFFICE SPACE / CIRCULATION

OFFICE SPACE / CIRCULATION

9.8

A B C D E F G H I JB.1 B.6 F.9

LIFE SAFETY PLAN -

LEVEL 2

G-006

1/8"=1'0" GAM CWM

LIFE SAFETY PLAN - LEVEL 2

1/8" = 1'-0"

N

OCCUPANT LOAD TABLES

LIFE SAFETY GENERAL NOTES

1. THE OCCUPANT LOAD OF THE FACILITY WAS DETERMINED UTILIZING A COMBINATION

OF THE VALUES FOR OCCUPANT LOAD FACTORS OUTLINED IN TABLE 7.3.1.2 IN NFPA

101 AND A MODIFIED OCCUPANT LOAD FACTOR.THE MODIFIED OCCUPANT LOAD

FACTOR FROM VALUES CONTAINED IN NFPA 101 INCLUDES THE FOLLOWING:

· BUSINESS USES: 1 PERSON PER 150 SQUARE FEET

THE MODIFIED OCCUPANT LOAD FACTOR WAS TAKEN FROM A UNIVERSAL CODE

MODIFICATION FOR THE TMFJB. THE UNIVERSAL CODE MODIFICATION PERMITTED

USE OF AN OCCUPANT LOAD FACTOR OF 1 PERSON PER EVERY 150 SQUARE FEET.

THE AOC TMFJB UNIVERSAL CODE MODIFICATION DATED AND SIGNED MARCH 22, 2019

ADDRESSES THIS CODE MODIFICATION.

2. THE AOC TMFJB LIFE SAFETY CODE EVALUATION DATED APRIL 24, 2017 INDICATED

INSUFFICIENT EXIT CAPACITY ON LEVEL 2 OF THE BUILDING. THE REPORT INDICATED

THE OCCUPANT LOAD OF LEVEL 2 TO BE 701 PERSONS WITH AN EXIT CAPACITY OF

648 PERSONS. THE RENOVATIONS IN THE OFFICE SUITE HAVE NOT IMPACTED THE

OCCUPANT LOAD ON THE LEVEL, HOWEVER THE EGRESS CAPACITY STILL REMAINS

INSUFFICIENT. NO RENOVATIONS TO THE FLOOR EXIT CAPACITY ARE INCLUDED

UNDER THIS PROJECT.

3. THE EXISTING TRAVEL DISTANCE, COMMON PATH OF TRAVEL, AND DEAD-END

CORRIDOR REQUIREMENTS WERE NOT IMPACTED AS A RESULT OF THESE

RENOVATIONS.

4. PER AOC DESIGN STANDARDS, FIRE SAFETY DURING CONSTRUCTION SHALL COMPLY

WITH APPLICABLE IBC REQUIREMENTS, NFPA 241 AND AOC FIRE PROTECTION POLICY

11-4: FIRE CODE DURING CONSTRUCTION OPERATIONS.

· MEANS OF EGRESS SERVING OCCUPIED BUILDING AREAS ARE REQUIRED TO

BE MAINTAINED DURING CONSTRUCTION.

· FIRE PROTECTION SYSTEMS SHALL BE MAINTAINED OPERATIONAL WHILE

THE BUILDING (OR AFFECTED AREA) IS OCCUPIED.

5. EXISTING FIRE-RESISTANCE RATINGS SHALL BE MAINTAINED. ALL PENETRATIONS IN

FIRE-RESISTANCE RATED CONSTRUCTION SHALL BE SEALED WITH FIRESTOPPING.

THIS PROJECT CONSISTS OF PROVIDING A DESIGN FOR THE RENOVATION OF THE EXISTING

OFFICE SUITE LOCATED ON LEVEL 2 OF THE THURGOOD MARSHALL FEDERAL JUDICIARY

BUILDING (TMFJB). LEVEL 2 OF THE TMFJB IS CLASSIFIED AS A BUSINESS (GROUP B)

OCCUPANCY WITH STORAGE AND ASSEMBLY OCCUPANCIES THAT ARE CONSIDERED

ACCESSORY. THE RENOVATIONS WILL NOT IMPACT THE OCCUPANCY CLASSIFICATION OR

THE OCCUPANT LOAD OF THIS LEVEL.

THE DESIGN SHALL COMPLY WITH ALL APPLICABLE CODES AND STANDARDS INCLUDING, BUT

NOT LIMITED TO, THE FOLLOWING:

· AOC DESIGN STANDARDS, 2018 EDITION.

· INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION (EXCEPT CH. 10).

· INTERNATIONAL EXISTING BUILDING CODE (IEBC), 2015 EDITION.

· INTERNATIONAL FIRE CODE (IFC), 2015 EDITION.

· INTERNATIONAL MECHANICAL CODE (IMC), 2015 EDITION.

· INTERNATIONAL PLUMBING CODE (IPC), 2015 EDITION.

· NFPA 10, STANDARD FOR PORTABLE FIRE EXTINGUISHERS, 2013 EDITION.

· NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS, 2016 EDITION.

· NFPA 70, NATIONAL ELECTRIC CODE, 2017 EDITION.

· NFPA 72, NATIONAL FIRE ALARM CODE, 2016 EDITION.

· NFPA 101, LIFE SAFETY CODE (LSC), 2015 EDITION.

· NFPA 241, STANDARD FOR SAFEGUARDING CONSTRUCTION, 2013 EDITION.

· 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN.

SCOPE OF WORK

APPLICABLE CODES

LEVEL 2 - EXISTING OCCUPANT LOAD

SPACE

FUNCTION OF

SPACE

APPROXIMATE

AREA (FT²)

OCC. LOAD FACTOR

(FT²/PERSON)

OCC. LOAD

(PERSONS)

OFFICE SPACE /

CIRCULATION BUSINESS USE 12,800 150 86

TOTALS 12,800 86

1. FUNCTION OF SPACE IN ACCORDANCE WITH NFPA OCCUPANT LOAD

DRAWINGS FOUND IN APPENDIX C OF THE AOC TMFJB LIFE SAFETY CODE

EVALUATION DATED APRIL 24, 2017.

1. OCCUPANT LOAD FACTOR PERMITTED FOR BUSINESS USE PER THE

UNIVERSAL CODE MODIFICATION VARIANCE MEMO DATED AND APPROVED

MARCH 22, 2019 BY THE AOC FIRE MARSHAL.

LEVEL 2 - NEW OCCUPANT LOAD

SPACE

FUNCTION OF

SPACE

APPROXIMATE

AREA (FT²)

OCC. LOAD FACTOR

(FT²/PERSON)

OCC. LOAD

(PERSONS)

OFFICE SPACE /

CIRCULATION BUSINESS USE 12,800 150 86

TOTALS 12,800 86

REVISIONS:

NO DATEDESCRIPTION

LOGO

PROPERTY OF THE

UNITED STATES GOVERNMENT

KEY PLAN

THURGOOD MARSHALL FEDERAL

JUDICIARY BUILDING

N

RECOMMENDED FOR APPROVAL

DIRECTOR OF DESIGN SERVICES

DIRECTOR OF PLANNING & PROJECT MANAGEMENT

BUILDING NAME

PROJECT TITLE

DRAWING TITLE

DRAWN BY CHECKED BYSCALE

PROJ. NO. IFB NO.

CAD FILE NO.

DRAWING NO.

SHEET DATE

THURGOOD MARSHALL

FEDERAL JUDICIARY

BUILDING

NOT FOR CONSTRUCTION

DRAWING SECURITY

ARCHITECT & ENGINEERS SEAL

GAM CWM

F

S

T R

E E

T

N

E

COLUMBUS CIRCLE, N.E.

M

A

S

S

A

C

H

U

S

E

T

S

A

V

N

E

2ND STREET, N.E.

/ / CONTROLLED / // / CONTROLLED / /

/ / CONTROLLED / // / CONTROLLED / /

SC18008

AO SPACE

REALIGNMENTS

8' 16'

1/8"=1'-0"

04/08/20

CONTROLLED UNCLASSIFIED

INFORMATION

REPRODUCTION, DISTRIBUTION

OR DISSEMINATION OF THESE

DRAWINGS, PLANS, DETAILS

OR SPECIFICATIONS,

IN WHOLE OR IN PART,

WITHOUT THE APPROVAL

OF THE

UNITED STATES GOVERNMENT

IS STRICTLY PROHIBITED.

VIOLATORS WILL BE

PROSECUTED TO THE

FULLEST EXTENT

OF THE LAW.

Do not remove this notice.

Properly destroy documents when no longer needed.

3610 Commerce Drive | Suite 817 | Baltimore, MD 21227-1640

O: 410-737-8677 | F: 410-737-8688 www.jensenhughes.com

3101 WILSON BOULEVARD

ARLINGTON, VA 22201

T: (703) 682 4900

TASK

J. BRETT BLANTON

ARCHITECT OF THE CAPITOL

SC18008_G-006

LIFE SAFETY LEGEND

OCCUPANCY USE BOUNDARY

AREA (FT

OCCUPANT LOAD (FT

/PERSON)

OCCUPANTS (PERSONS)

COMMON PATH AND DEAD END MEASUREMENT

TEMPORARY EGRESS ROUTE

KEYED NOTES

EXISTING COMMON PATH OF TRAVEL TO BE MAINTAINED.

TEMPORARY EGRESS ROUTE DURING SEQUENCE 1 OF PHASE 3 OF CONSTRUCTION. A

PROTECTED PATH SHALL BE PROVIDED AND MAINTAINED DURING THIS PHASE OF

CONSTRUCTION. REFER TO SHEET AD-104 DETAIL 2 FOR THE PROPOSED PHASING PLAN.

TEMPORARY EGRESS ROUTE DURING SEQUENCE 2 OF PHASE 3 OF CONSTRUCTION. A

PROTECTED PATH SHALL BE PROVIDED AND MAINTAINED DURING THIS PHASE OF

CONSTRUCTION. REFER TO SHEET AD-104 DETAIL 2 FOR THE PROPOSED PHASING PLAN.

PROTECTED PATH SHALL BE PROVIDED TO MAINTAIN ACCESS TO STAIR AT ALL TIMES.

REFER TO SHEET AD-104 DETAIL 2 FOR THE PROPOSED PHASING PLAN.

DEAD-END CORRIDOR NOT EXCEEDING 50 FT PERMITTED IN BUSINESS OCCUPANCIES

PER NFPA 101 SECTION 39.2.5.2.

DEAD-END CORRIDOR NOT EXCEEDING 20 FT PERMITTED IN ASSEMBLY OCCUPANCIES

PER NFPA 101 SECTION 13.2.5.1.3.

G. OFFICE

C-659

H. OFFICE

C-667

F. OFFICE

C-676

F. OFFICE

C-677

F. OFFICE

C-680

F. OFFICE

C-682

COPY/PRINT

C-685

GETAWAY

BOOTH

C-766

LOCKERS

5-240

WKRM

5-245

I-OFFICE

5-231

G-OFFICE

5-232

WET

PANTRY/

WKRM

5-403

G-OFFICE

5-236

G-OFFICE

5-237

G-OFFICE

5-235

G-OFFICE

5-234

G-OFFICE

5-233

WORKSTATIONS

5-230

HOTEL

5-242

WORKSTATIONS

5-244

WET

PANTRY /

WKRM

5-243

WORKSTATIONS

5-400

WORKSTATIONS

5-401

OFFICE SPACE / CIRCULATION

OFFICE SPACE / CIRCULATION

B C D E F G H I JB.1 B.6 F.9

4.1

4.7

9.8

LIFE SAFETY PLAN -

LEVEL 5

G-007

1/8"=1'0" GAM CWM

N

LIFE SAFETY PLAN - LEVEL 5

1/8" = 1'-0"

OCCUPANT LOAD TABLES

LIFE SAFETY GENERAL NOTES

1. THE OCCUPANT LOAD OF THE FACILITY WAS DETERMINED UTILIZING A COMBINATION

OF THE VALUES FOR OCCUPANT LOAD FACTORS OUTLINED IN TABLE 7.3.1.2 IN NFPA

101 AND A MODIFIED OCCUPANT LOAD FACTOR.THE MODIFIED OCCUPANT LOAD

FACTOR FROM VALUES CONTAINED IN NFPA 101 INCLUDES THE FOLLOWING:

· BUSINESS USES: 1 PERSON PER 150 SQUARE FEET

THE MODIFIED OCCUPANT LOAD FACTOR WAS TAKEN FROM A UNIVERSAL CODE

MODIFICATION FOR THE TMFJB. THE UNIVERSAL CODE MODIFICATION PERMITTED

USE OF AN OCCUPANT LOAD FACTOR OF 1 PERSON PER EVERY 150 SQUARE FEET.

THE AOC TMFJB UNIVERSAL CODE MODIFICATION DATED AND SIGNED MARCH 22, 2019

ADDRESSES THIS CODE MODIFICATION.

2. THE AOC TMFJB LIFE SAFETY CODE EVALUATION DATED APRIL 24, 2017 INDICATED

INSUFFICIENT EXIT CAPACITY ON LEVEL 5 OF THE BUILDING. THE REPORT INDICATED

THE OCCUPANT LOAD OF LEVEL 5 TO BE 655 PERSONS WITH AN EXIT CAPACITY OF

648 PERSONS. THE RENOVATIONS IN THE OFFICE SUITE HAVE NOT IMPACTED THE

OCCUPANT LOAD ON THE LEVEL, HOWEVER THE EGRESS CAPACITY STILL REMAINS

INSUFFICIENT. NO RENOVATIONS TO THE FLOOR EXIT CAPACITY ARE INCLUDED

UNDER THIS PROJECT.

3. THE EXISTING TRAVEL DISTANCE, COMMON PATH OF TRAVEL, AND DEAD-END

CORRIDOR REQUIREMENTS WERE NOT IMPACTED AS A RESULT OF THESE

RENOVATIONS.

4. PER AOC DESIGN STANDARDS, FIRE SAFETY DURING CONSTRUCTION SHALL COMPLY

WITH APPLICABLE IBC REQUIREMENTS, NFPA 241 AND AOC FIRE PROTECTION POLICY

11-4: FIRE CODE DURING CONSTRUCTION OPERATIONS.

· MEANS OF EGRESS SERVING OCCUPIED BUILDING AREAS ARE REQUIRED TO

BE MAINTAINED DURING CONSTRUCTION.

· FIRE PROTECTION SYSTEMS SHALL BE MAINTAINED OPERATIONAL WHILE

THE BUILDING (OR AFFECTED AREA) IS OCCUPIED.

5. EXISTING FIRE-RESISTANCE RATINGS SHALL BE MAINTAINED. ALL PENETRATIONS IN

FIRE-RESISTANCE RATED CONSTRUCTION SHALL BE SEALED WITH FIRESTOPPING.

THIS PROJECT CONSISTS OF PROVIDING A DESIGN FOR THE RENOVATION OF THE EXISTING

OFFICE SUITE LOCATED ON LEVEL 5 OF THE THURGOOD MARSHALL FEDERAL JUDICIARY

BUILDING (TMFJB). LEVEL 5 OF THE TMFJB IS CLASSIFIED AS A BUSINESS (GROUP B)

OCCUPANCY WITH STORAGE AND ASSEMBLY OCCUPANCIES THAT ARE CONSIDERED

ACCESSORY. THE RENOVATIONS WILL NOT IMPACT THE OCCUPANCY CLASSIFICATION OR

THE OCCUPANT LOAD OF THIS LEVEL.

THE DESIGN SHALL COMPLY WITH ALL APPLICABLE CODES AND STANDARDS INCLUDING, BUT

NOT LIMITED TO, THE FOLLOWING:

· AOC DESIGN STANDARDS, 2018 EDITION.

· INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION (EXCEPT CH. 10).

· INTERNATIONAL EXISTING BUILDING CODE (IEBC), 2015 EDITION.

· INTERNATIONAL FIRE CODE (IFC), 2015 EDITION.

· INTERNATIONAL MECHANICAL CODE (IMC), 2015 EDITION.

· INTERNATIONAL PLUMBING CODE (IPC), 2015 EDITION.

· NFPA 10, STANDARD FOR PORTABLE FIRE EXTINGUISHERS, 2013 EDITION.

· NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS, 2016 EDITION.

· NFPA 70, NATIONAL ELECTRIC CODE, 2017 EDITION.

· NFPA 72, NATIONAL FIRE ALARM CODE, 2016 EDITION.

· NFPA 101, LIFE SAFETY CODE (LSC), 2015 EDITION.

· NFPA 241, STANDARD FOR SAFEGUARDING CONSTRUCTION, 2013 EDITION.

· 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN.

SCOPE OF WORK

APPLICABLE CODES

LEVEL 2 - EXISTING OCCUPANT LOAD

SPACE

FUNCTION OF

SPACE

APPROXIMATE

AREA (FT²)

OCC. LOAD FACTOR

(FT²/PERSON)

OCC. LOAD

(PERSONS)

OFFICE SPACE /

CIRCULATION BUSINESS USE 10,875 150 73

TOTALS 10,875 73

1. FUNCTION OF SPACE IN ACCORDANCE WITH NFPA OCCUPANT LOAD

DRAWINGS FOUND IN APPENDIX C OF THE AOC TMFJB LIFE SAFETY CODE

EVALUATION DATED APRIL 24, 2017.

1. OCCUPANT LOAD FACTOR PERMITTED FOR BUSINESS USE PER THE

UNIVERSAL CODE MODIFICATION VARIANCE MEMO DATED AND APPROVED

MARCH 22, 2019 BY THE AOC FIRE MARSHAL.

LEVEL 2 - NEW OCCUPANT LOAD

SPACE

FUNCTION OF

SPACE

APPROXIMATE

AREA (FT²)

OCC. LOAD FACTOR

(FT²/PERSON)

OCC. LOAD

(PERSONS)

OFFICE SPACE /

CIRCULATION BUSINESS USE 10,875 150 73

TOTALS 10,875 73

REVISIONS:

NO DATEDESCRIPTION

LOGO

PROPERTY OF THE

UNITED STATES GOVERNMENT

KEY PLAN

THURGOOD MARSHALL FEDERAL

JUDICIARY BUILDING

N

RECOMMENDED FOR APPROVAL

DIRECTOR OF DESIGN SERVICES

DIRECTOR OF PLANNING & PROJECT MANAGEMENT

BUILDING NAME

PROJECT TITLE

DRAWING TITLE

DRAWN BY CHECKED BYSCALE

PROJ. NO. IFB NO.

CAD FILE NO.

DRAWING NO.

SHEET DATE

THURGOOD MARSHALL

FEDERAL JUDICIARY

BUILDING

NOT FOR CONSTRUCTION

DRAWING SECURITY

ARCHITECT & ENGINEERS SEAL

GAM CWM

F

S

T R

E E

T

N

E

COLUMBUS CIRCLE, N.E.

M

A

S

S

A

C

H

U

S

E

T

S

A

V

N

E

2ND STREET, N.E.

/ / CONTROLLED / // / CONTROLLED / /

/ / CONTROLLED / // / CONTROLLED / /

SC18008

AO SPACE

REALIGNMENTS

8' 16'

1/8"=1'-0"

04/08/20

CONTROLLED UNCLASSIFIED

INFORMATION

REPRODUCTION, DISTRIBUTION

OR DISSEMINATION OF THESE

DRAWINGS, PLANS, DETAILS

OR SPECIFICATIONS,

IN WHOLE OR IN PART,

WITHOUT THE APPROVAL

OF THE

UNITED STATES GOVERNMENT

IS STRICTLY PROHIBITED.

VIOLATORS WILL BE

PROSECUTED TO THE

FULLEST EXTENT

OF THE LAW.

Do not remove this notice.

Properly destroy documents when no longer needed.

3610 Commerce Drive | Suite 817 | Baltimore, MD 21227-1640

O: 410-737-8677 | F: 410-737-8688 www.jensenhughes.com

3101 WILSON BOULEVARD

ARLINGTON, VA 22201

T: (703) 682 4900

TASK

J. BRETT BLANTON

ARCHITECT OF THE CAPITOL

SC18008_G-007

LIFE SAFETY LEGEND

OCCUPANCY USE BOUNDARY

AREA (FT

OCCUPANT LOAD (FT

/PERSON)

OCCUPANTS (PERSONS)

DEAD-END CORRIDOR MEASUREMENT

KEYED NOTES

DEAD-END CORRIDOR NOT EXCEEDING 50 FT PERMITTED IN BUSINESS OCCUPANCIES

PER NFPA 101 SECTION 39.2.5.2.

O O

O

O O

O

O

O O

O

O OO O

O O

O O

O OO O

O O

O O

O O

O O

O O

O O

O O

O O

O O

O

O O

O O

OO

OO

O O

O O

O O

O O

O O

O O

O O

O O

O O

O

O O

O OO

OO O

O O

O O

O O

O O

O O

O

O O

O O

OO

OO

O O

O O

O O

O O

O O

O O

O O

O O

O O

O

OO

O O

OO

O O

O O

O O

O O

O O

O O

O O

O O

O O

O

O O

O O

O O

O O

O O

O O

O O

O O

O O

OO

O O

O O

O

O O

OO

OO

O O

O O

O O

O OO O

O OO O

O OO

O O

O

O O

OO O

O O

O

O O

O O

O O

O O

O O

O O

O O

O O

O O

O O

O O

O O

O O

O O

O O

GENERAL PHASING NOTES

1. REFER TO DIVISION 1 SPECIFICATIONS FOR

COORDINATION AND SCHEDULE SEQUENCE OF THE

WORK WITH THE ARCHITECT.

2. PROPOSED PHASING (INCLUDING EGRESS

ROUTING) IS CONCEPTUAL IN NATURE.

CONTRACTOR MAY PROPOSE ALTERNATE

APPROACHES. COORDINATE WITH ARCHITECT.

3. REFER TO DEMOLITION PLANS SERIES AD FOR

GENERAL DEMOLITION NOTATION, SUITE ACCESS

LOCATIONS, AND TEMPORARY PARTITIONS

REQUIREMENTS.

4. EACH CONSTRUCTION PHASE MUST BE COMPLETED

PRIOR TO START OF NEXT CONSTRUCTION PHASE.

5. PROTECT EGRESS PASSAGEWAYS WITH

TEMPORARY PARTITIONS.

6. REFER TO LIFE SAFETY PLANS SERIES G FOR

CONSTRUCTION EGRESS REQUIREMENTS.

A B C D E F G H I

B.1 B.6

15.8 15.3 15.4

15.2

F.9

9.8

F OFFICE

2-345

F OFFICE

2-347

F OFFICE

2-348

F OFFICE

2-349

F OFFICE

2-350

F OFFICE

2-351

G OFFICE

2-352

F OFFICE

2-353

F OFFICE

2-354

F OFFICE

2-355

G OFFICE

2-356

F OFFICE

2-357

CLOSET

2-371

F OFFICE

2-359

F OFFICE

2-360

F OFFICE

2-361

F OFFICE

2-362

PAYROLL

2-363

WORKSTATION

2-364

F OFFICE

2-365

F OFFICE

2-366

G OFFICE

2-367

WORKSTATION

2-368

WORKSTATION

2-369

WORKSTATION

2-370

F OFFICE

2-200

F OFFICE

2-201

F OFFICE

2-202

F OFFICE

2-204

F OFFICE

2-205

F OFFICE

2-207

WORKSTATION

2-210

G OFFICE

2-211

F OFFICE

2-215

F OFFICE

2-213

CLOSET

2-214

STORAGE

2-216

WORKSTATION

2-220

F OFFICE

2-219

F OFFICE

2-218

F OFFICE

2-217

F OFFICE

2-212

WORKSTATION

2-400

COPY ROOM

2-401

G OFFICE

2-402

G OFFICE

2-403

G OFFICE

2-404

CONFERENCE

ROOM

2-405

CORRIDOR

2-406

F OFFICE

2-420

F OFFICE

2-302

G OFFICE

2-306

F OFFICE

2-308

F OFFICE

2-310

G OFFICE

2-314

WORKSTATIONS

2-301

F OFFICE

2-311

F OFFICE

2-309

F OFFICE

2-318

F OFFICE

2-319

FILE RM.

2-304

2 3

AD104 E F

F.9

F OFFICE

F OFFICE

F OFFICE

PROPOSED PHASING LEGEND

1. SEQUENCE 1 EGRESS PASSAGEWAY FOR

CONSTRUCTION PHASE 3.

2. SEQUENCE 2 EGRESS PASSAGEWAY FOR

CONSTRUCTION PHASE 3

3. MAINTAIN ACCESS TO STAIR AT ALL TIMES.

ALL WORK SHALL BE CONDUCTED AFTER

BUSINESS HOURS. COORDINATE WITH

ARCHITECT.

GENERAL NOTES

1. REFER TO DRAWING G-003 FOR ABBREVIATIONS,

INDICATION OF MATERIALS, SYMBOLS & LEGENDS.

2. WALLS AND OTHER ITEMS TO BE REMOVED ARE

SHOWN DASHED ON THE DEMO PLAN. GYPSUM

BOARD AND FURRING TO BE DEMOLISHED AT ALL

INTERIOR SIDES U.O.N.

3. EXISTING DOORS, FRAMES & HARDWARE SETS TO

BE REMOVED. COORDINATE SALVAGE OF THESE

ITEMS WITH BUILDING MANAGEMENT. INDICATE THE

NUMBER OF LEFT HINGED AND RIGHT HINGED

DOORS.

4. CONTRACTOR TO VERIFY ALL CONDITIONS AND

DIMENSIONS IN THE FIELD PRIOR TO UNDERTAKING

ANY DEMOLITION WORK. NOTIFY ARCHITECT OF

ANY DISCREPANCIES BETWEEN DRAWINGS AND

BUILT CONDITIONS FOR COORDINATION.

5. PROVIDE TEMPORARY DUST PARTITIONS TO

PREVENT THE SPREAD OF CONSTRUCTION DEBRIS.

SEE DETAIL 8/A-611. CORRIDOR SIDE FINISH TO

MATCH ADJACENT MATERIALS. REFER TO DIVISION

01 GENERAL REQUIREMENTS SPECIFICATIONS

SECTIONS FOR DETAILED INFORMATION.

6. ALL CEILING FINISHES AND SUSPENSION SYSTEMS

ARE TO BE REMOVED WITHIN DEMOLITION

CONTRACT AREA WHERE NEW CEILINGS ARE

SCHEDULED, U.O.N., REFER TO AD154.

7. REMOVE ALL EXISTING FLOOR, WALL, AND BASE

FINISHES (INCLUDING ADHESIVES) IN AREAS

WHERE NEW FINISHES ARE SCHEDULED OR

DETAILED. CONTRACTOR SHALL PREPARE

SURFACES FOR NEW FINISHES AS SCHEDULED,

SEE A-700 SERIES FINISH PLANS.

8. WHERE EXISTING PORTIONS OF WALLS ARE

INDICATED TO BE DEMOLISHED, CUT SURFACE TO

CLEAN EDGE TO RECEIVE PATCH AND NEW

FINISHES.

9. ALL EXISTING WALLS, CEILING, FLOOR ETC. WHICH

ARE DAMAGED DUE TO DEMOLITION WORK SHALL

BE PATCHED (REGARDLESS OF SIZE) TO MATCH

EXISTING AND/OR NEW FINISHES SCHEDULED.

10. REMOVE AND REINSTALL CEILINGS AS REQUIRED

BY MECHANICAL, ELECTRICAL OR OTHER ABOVE

CEILING WORK IN AREAS WHERE NO

ARCHITECTURAL DEMOLITION WORK OR LIMITED

DEMO WORK IS BEING DONE. REINSTALL CEILINGS

AND PATCH TO MATCH EXISTING OR REPLACE

DAMAGE TILE WITH NEW TILE.

11. REMOVE EXISTING CHAIR RAILS WHERE OCCURS.

12. PRIOR TO STARTING DEMOLITION WORK THE

CONTRACTOR SHALL MEET WITH THE ARCHITECT

TO COORDINATE ALL ITEMS TO BE SALVAGED

AND/OR RELOCATED. ALL SALVAGED ITEMS MUST

BE REMOVED TO AVOID DAMAGE, PROTECTED AND

STORED IN A LOCATION DIRECTED BY THE OWNER.

13. REFER TO OTHER DISCIPLINE (MECHANICAL,

ELECTRICAL, PLUMBING, FIRE PROTECTION)

DEMOLITION PLANS FOR ADDITIONAL ITEMS TO BE

REMOVED. COORDINATE DEMOLITION

REQUIREMENTS WITH MECH AND ELECT

DEMOLITION WORK. PATCH AND REPAIR ALL

FINISHES AND DEVICES DISTURBED BY DEMOLITION

WORK.

14. PATCH HOLES AND VOIDS (REGARDLESS OF SIZE)

IN EXISTING CONCRETE FLOORS OCCURRING AS A

RESULT OF DEMOLITION OR CONSTRUCTION.

MATCH THICKNESS OF EXISTING CONCRETE.

15. EXISTING PARTITIONS THAT ARE INDICATED TO BE

REMOVED SHALL BE REMOVED TO THEIR FULLEST

HEIGHT, U.O.N.

16. FOR ANY POWER DEVICES BEING REMOVED ,

TERMINATE POWER DEVICE BACK TO THE SOURCE.

TYPICAL FOR ALL POWER AND DATA TO BE

DECOMMISIONED.

17. COORDINATE WITH RCP DEMOLITION PLAN.

0 8' 16' 1/8"=1'-0"

F S

T R

E E

T N

.E

COLUMBUS CIRCLE, N.E.

M A

S S

A C

H U

S E

T T S

A V

E N

.E

2ND STREET, N.E.

REVISIONS:

NO DATEDESCRIPTION

LOGO

PROPERTY OF THE

UNITED STATES GOVERNMENT

KEY PLAN

THURGOOD MARSHALL FEDERAL

JUDICIARY BUILDING

N

RECOMMENDED FOR APPROVAL

DIRECTOR OF DESIGN SERVICES

DIRECTOR OF PLANNING & PROJECT MANAGEMENT

J. BRETT BLANTON

ARCHITECT OF THE CAPITOL

BUILDING NAME

PROJECT TITLE

DRAWING TITLE

DRAWN BY CHECKED BYSCALE

PROJ. NO. IFB NO.

CAD FILE NO.

DRAWING NO.

SHEET DATE

THURGOOD MARSHALL

FEDERAL JUDICIARY

BUILDING

OF 72

DRAWING SECURITY

ARCHITECT & ENGINEERS SEAL

3101 WILSON BOULEVARD

ARLINGTON, VA 22201

T: (703) 682 4900

AECOM PROJECT NUMBER: 60593208

/ / CONTROLLED / // / CONTROLLED / /

/ / CONTROLLED / // / CONTROLLED / /

SC18008

AO SPACE

REALIGNMENTS

N

3610 COMMERCE DRIVE, SUITE 817

BALTIMORE, MD 21227

T: (410) 737 8677

04/08/20

CONTROLLED UNCLASSIFIED

INFORMATION

REPRODUCTION, DISTRIBUTION

OR DISSEMINATION OF THESE

DRAWINGS, PLANS, DETAILS

OR SPECIFICATIONS,

IN WHOLE OR IN PART,

WITHOUT THE APPROVAL

OF THE

UNITED STATES GOVERNMENT

IS STRICTLY PROHIBITED.

VIOLATORS WILL BE

PROSECUTED TO THE

FULLEST EXTENT

OF THE LAW.

Do not remove this notice.

Properly destroy documents when no longer needed.

TASK 2

As indicated JH RH

DEMOLITION AND

PHASING PLANS -

LEVEL 2

AD104

SC18008_T2_AD104 .dwg

1/8" = 1'-0"AD104

1 ARCHITECTURAL DEMOLITION PLAN - LEVEL 2

SHEET KEYNOTES

1 EXISTING FCU TO REMAIN FOR BASE BID. SEE

MECHANICAL DRAWINGS & BID OPTIONS.

2 TEMPORARY PARTITION LOCATION. MAINTAIN 44"

CLEAR PASSAGE IN CORRIDOR.

3 PROPOSED PROTECTIVE ACCESS ENCLOSURE.

4 TEMPORARY PARTITION LOCATION. MAINTAIN 44"

CLEAR PASSAGE IN CORRIDOR AND 18" CLEAR FROM

PULL SIDE OF DOOR TO ADJACENT WALL.

5 TEMPORARY PARTITION LOCATION. ACCESS TO

CONSTRUCTION AREA THIS LOCATION IS NOT

ALLOWED.

6 TEMPORARILY REMOVE EXISTING DOOR, FRAME,

AND SIDELITE ASSEMBLY TO BE RELOCATED. REFER

TO NEW WORK PLANS FOR NEW LOCATION WITHIN

CORRIDOR.

7 EXISTING PANTRY CASEWORK AND APPLIANCES TO

REMAIN. PROTECT IN PLACE.

8 COORDINATE WORK SEQUENCE TO MAINTAIN 44"

EGRESS WIDTH AT ALL TIMES.

9 TEMPORARY PARTITION LOCATION. DOOR TO

REMAIN, PROTECT IN PLACE.

1/8" = 1'-0"AD104

PROPOSED SEQUENCING PLAN -

PHASE 3 - LEVEL 2

O OO O O O

O OO O O O

O O

O O

O O

O O

O O

O OO O O O O O O O O

O OO O O O O O O O

O O

O O

O OO O O O

O OO O O O

O O

O O

O O

O O

O O

O O

O

O O

O

O O

O OO O O O

O OO O O O

OO OOOO

OO OOOO

O O

O

O O

O

O O

O O

O O

O O

O O

O O

O O

A B C D E F G H I J

B.1 B.6

4.1

4.7

F.9

9.8

K

F OFFICE

5-230

F OFFICE

5-235

F OFFICE

5-236

G OFFICE

5-240

WORKSTATION

5-231

G OFFICE

5-242

G OFFICE

5-244

F OFFICE

5-245

F OFFICE

5-246

F OFFICE

5-247

F OFFICE

5-248

G OFFICE

5-250

F OFFICE

5-251

WORKSTATION

5-252

G OFFICE

5-254

F OFFICE

5-253

PRINT

STORAGE

5-258

I OFFICE

5-259

PRINT

ROOM

5-257

PRINTER

5-289

SUPPLY

ROOM

5-290

CONFERENCE

5-291

WORKSTATION

5-277

F OFFICE

5-293

F OFFICE

5-294

F OFFICE

5-295

F OFFICE

5-296

G OFFICE

5-264

F OFFICE

5-266

F OFFICE

5-286

F OFFICE

5-287

PUBLIC

CORRIDOR

5-004

CONFERENCE

5-400

COMPUTER

5-405 F. OFFICE

5-409

F. OFFICE

5-408

OFFICE

5-410

STORAGE

FILES/COPY

5-447

F. OFFICE

5-450

LIBRARY/ PC

5-448

RECEPTION

5-449

CORRIDOR

5-445

G. OFFICE

5-437

H. OFFICE

5-444

H. OFFICE

5-446

F. OFFICE

5-401

2 3 4 5

GENERAL NOTES

1. REFER TO DRAWING G-003 FOR ABBREVIATIONS,

INDICATION OF MATERIALS, SYMBOLS & LEGENDS.

2. WALLS AND OTHER ITEMS TO BE REMOVED ARE

SHOWN DASHED ON THE DEMO PLAN. GYPSUM

BOARD AND FURRING TO BE DEMOLISHED AT ALL

INTERIOR SIDES U.O.N.

3. EXISTING DOORS, FRAMES & HARDWARE SETS TO

BE REMOVED. COORDINATE SALVAGE OF THESE

ITEMS WITH BUILDING MANAGEMENT. INDICATE THE

NUMBER OF LEFT HINGED AND RIGHT HINGED

DOORS.

4. CONTRACTOR TO VERIFY ALL CONDITIONS AND

DIMENSIONS IN THE FIELD PRIOR TO UNDERTAKING

ANY DEMOLITION WORK. NOTIFY ARCHITECT OF

ANY DISCREPANCIES BETWEEN DRAWINGS AND

BUILT CONDITIONS FOR COORDINATION.

5. PROVIDE TEMPORARY DUST PARTITIONS TO

PREVENT THE SPREAD OF CONSTRUCTION DEBRIS.

SEE DETAIL 8/A-611. CORRIDOR SIDE FINISH TO

MATCH ADJACENT MATERIALS. REFER TO DIVISION

01 GENERAL REQUIREMENTS SPECIFICATIONS

SECTIONS FOR DETAILED INFORMATION.

6. ALL CEILING FINISHES AND SUSPENSION SYSTEMS

ARE TO BE REMOVED WITHIN DEMOLITION

CONTRACT AREA WHERE NEW CEILINGS ARE

SCHEDULED, U.O.N., REFER TO AD154.

7. REMOVE ALL EXISTING FLOOR, WALL, AND BASE

FINISHES (INCLUDING ADHESIVES) IN AREAS

WHERE NEW FINISHES ARE SCHEDULED OR

DETAILED. CONTRACTOR SHALL PREPARE

SURFACES FOR NEW FINISHES AS SCHEDULED,

SEE A-700 SERIES FINISH PLANS.

8. WHERE EXISTING PORTIONS OF WALLS ARE

INDICATED TO BE DEMOLISHED, CUT SURFACE TO

CLEAN EDGE TO RECEIVE PATCH AND NEW

FINISHES.

9. ALL EXISTING WALLS, CEILING, FLOOR ETC. WHICH

ARE DAMAGED DUE TO DEMOLITION WORK SHALL

BE PATCHED (REGARDLESS OF SIZE) TO MATCH

EXISTING AND/OR NEW FINISHES SCHEDULED.

10. REMOVE AND REINSTALL CEILINGS AS REQUIRED

BY MECHANICAL, ELECTRICAL OR OTHER ABOVE

CEILING WORK IN AREAS WHERE NO

ARCHITECTURAL DEMOLITION WORK OR LIMITED

DEMO WORK IS BEING DONE. REINSTALL CEILINGS

AND PATCH TO MATCH EXISTING OR REPLACE

DAMAGE TILE WITH NEW TILE.

11. REMOVE EXISTING CHAIR RAILS WHERE OCCURS.

12. PRIOR TO STARTING DEMOLITION WORK THE

CONTRACTOR SHALL MEET WITH THE ARCHITECT

TO COORDINATE ALL ITEMS TO BE SALVAGED

AND/OR RELOCATED. ALL SALVAGED ITEMS MUST

BE REMOVED TO AVOID DAMAGE, PROTECTED AND

STORED IN A LOCATION DIRECTED BY THE OWNER.

13. REFER TO OTHER DISCIPLINE (MECHANICAL,

ELECTRICAL, PLUMBING, FIRE PROTECTION)

DEMOLITION PLANS FOR ADDITIONAL ITEMS TO BE

REMOVED. COORDINATE DEMOLITION

REQUIREMENTS WITH MECH AND ELECT

DEMOLITION WORK. PATCH AND REPAIR ALL

FINISHES AND DEVICES DISTURBED BY DEMOLITION

WORK.

14. PATCH HOLES AND VOIDS (REGARDLESS OF SIZE)

IN EXISTING CONCRETE FLOORS OCCURRING AS A

RESULT OF DEMOLITION OR CONSTRUCTION.

MATCH THICKNESS OF EXISTING CONCRETE.

15. EXISTING PARTITIONS THAT ARE INDICATED TO BE

REMOVED SHALL BE REMOVED TO THEIR FULLEST

HEIGHT, U.O.N.

16. FOR ANY POWER DEVICES BEING REMOVED ,

TERMINATE POWER DEVICE BACK TO THE SOURCE.

TYPICAL FOR ALL POWER AND DATA TO BE

DECOMMISIONED.

17. COORDINATE WITH RCP DEMOLITION PLAN.

0 8' 16' 1/8"=1'-0"

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COLUMBUS CIRCLE, N.E.

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2ND STREET, N.E.

REVISIONS:

NO DATEDESCRIPTION

LOGO

PROPERTY OF THE

UNITED STATES GOVERNMENT

KEY PLAN

THURGOOD MARSHALL FEDERAL

JUDICIARY BUILDING

N

RECOMMENDED FOR APPROVAL

DIRECTOR OF DESIGN SERVICES

DIRECTOR OF PLANNING & PROJECT MANAGEMENT

J. BRETT BLANTON

ARCHITECT OF THE CAPITOL

BUILDING NAME

PROJECT TITLE

DRAWING TITLE

DRAWN BY CHECKED BYSCALE

PROJ. NO. IFB NO.

CAD FILE NO.

DRAWING NO.

SHEET DATE

THURGOOD MARSHALL

FEDERAL JUDICIARY

BUILDING

OF 72

DRAWING SECURITY

ARCHITECT & ENGINEERS SEAL

3101 WILSON BOULEVARD

ARLINGTON, VA 22201

T: (703) 682 4900

AECOM PROJECT NUMBER: 60593208

/ / CONTROLLED / // / CONTROLLED / /

/ / CONTROLLED / // / CONTROLLED / /

SC18008

AO SPACE

REALIGNMENTS

N

3610 COMMERCE DRIVE, SUITE 817

BALTIMORE, MD 21227

T: (410) 737 8677

04/08/20

CONTROLLED UNCLASSIFIED

INFORMATION

REPRODUCTION, DISTRIBUTION

OR DISSEMINATION OF THESE

DRAWINGS, PLANS, DETAILS

OR SPECIFICATIONS,

IN WHOLE OR IN PART,

WITHOUT THE APPROVAL

OF THE

UNITED STATES GOVERNMENT

IS STRICTLY PROHIBITED.

VIOLATORS WILL BE

PROSECUTED TO THE

FULLEST EXTENT

OF THE LAW.

Do not remove this notice.

Properly destroy documents when no longer needed.

TASK 2

As indicated JH RH

DEMOLITION PLAN -

LEVEL 5

AD107

SC18008_T2_AD107 .dwg

1/8" = 1'-0"AD107

1 ARCHITECTURAL DEMOLITION PLAN - LEVEL 5

SHEET KEYNOTES

1 EXISTING FCU TO REMAIN FOR BASE BID. SEE

MECHANICAL DRAWINGS & BID OPTIONS.

2 TEMPORARY PARTITION LOCATION. MAINTAIN 44"

CLEAR PASSAGE IN CORRIDOR.

3 PROPOSED PROTECTIVE ACCESS ENCLOSURE.

4 TEMPORARY PARTITION LOCATION. DOOR TO

REMAIN, PROTECT IN PLACE.

5 PROPOSED PROTECTIVE ACCESS ENCLOSURE.

TEMPORARILY REMOVE AND STORE DOOR.

6 TEMPORARY PARTITION LOCATION.

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GENERAL NOTES

1. REFER TO DRAWING G-003 FOR ABBREVIATIONS,

INDICATION OF MATERIALS, SYMBOLS & LEGEND.

2. WALLS AND OTHER ITEMS TO BE REMOVED ARE

SHOWN DASHED ON THE DEMO PLANS.

3. SEE SPECIFIC DEMOLITION NOTES FOR

DEMOLITION INFORMATION THAT PERTAINS TO

SPECIFICALLY DESIGNED AREAS.

4. CONTRACTOR TO VERIFY ALL CONDITIONS AND

DIMENSIONS IN THE FIELD PRIOR TO UNDERTAKING

ANY DEMOLITION WORK. ANY DISCREPANCIES

SHOULD BE BROUGHT TO THE ARCHITECT'S

ATTENTION IMMEDIATELY.

5. ALL CEILING FINISHES AND SUSPENSION SYSTEMS

ARE TO BE REMOVED WITHIN THE DEMOLITION

CONTRACT AREA WHERE NEW CEILINGS ARE

SCHEDULED, UNLESS OTHERWISE INDICATED.

6. ALL EXISTING WALLS, CEILING, FLOORING, ETC.

WHICH ARE DAMAGED DUE TO DEMOLITION WORK

SHALL BE PATCHED (REGARDLESS OF SIZE) TO

MATCH EXISTING AND/OR NEW FINISHES

SCHEDULED.

7. ENGINEERING DEVICES SHOWN ARE FOR

REFERENCE ONLY. REMOVE AND REINSTALL

CEILINGS AS REQUIRED BY MECHANICAL,

ELECTRICAL OR OTHER ABOVE CEILING WORK IN

AR…