Lee_TSF_FINAL_RTA_Submittal_Vol_1.pdf

PDF 36 MB Posted Oct 27, 2016

Attached to: Training Support Facility, Fort Lee, VA Federal contract opportunity
Solicitation number: W91236-17-R-0002
Issued by: Department of the Army Corps of Engineers Engineering District Norfolk

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Lee TSF FINAL RTA Submittal Vol. 1 (Drawings)

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PROJECT

LOCATION

PROJECT

LOCATION

SHEET

IDENTIFICATION

1 2 3 4 5

D R

I G N

E :

A M

E D

C O

N O

S O

N O

U S

Y C

O R

US Army Corps of Engineers ®

N U

T D

'-0

/ 2

:4 3 :

A I

G S U

R T

E, VA

F-

GI100

N O

S T

O R

C O

V E R

T V O

- G

A L

R M

O N

-G I1

0 0 -O

R D

C E

D H

A G

LOCATION MAP VICINITY MAP

N.T.S.

ROOM

COMMUNITY

SHEET NUMBERING

AD101

DRAWING CONVENTIONS

BUILDING MATERIALS LEGEND

SHEET TYPE DESIGNATOR

DESIGNATOR (TABLE 2-

AEC CADD STANDARDS)

LEVEL OR FLOOR

DISCIPLINE

LIMIT OF REVISION

REVISION NUMBER

EARTH

BRICK

STEEL

CONCRETE MASONRY UNITS

CONCRETE

CRUSHED STONE

PLYWOOD

FINISH WOOD

ROUGH WOOD

ACOUSTICAL TILE COMPRESSIBLE FILLER

RIGID INSULATION

BATT INSULATION

PLASTER OR GWB

SPACE NUMBERFLOOR NUMBER

G GENERAL

H HAZARDOUS MATERIALS

V SITE/MAPPING

B GEOTECHNICAL

C CIVIL

L LANDSCAPE

S STRUCTURAL

A ARCHITECTURE

I INTERIORS

Q EQUIPMENT

F FIRE PROTECTION

P PLUMBING

D PROCESS

M MECHANICAL

E ELECTRICAL

T TELECOMMUNICATIONS

SPACE

DRAWING REVISION

SHEET TYPE DESIGNATOR

GENERAL 0

PLANS 1

ELEVATIONS 2

SECTIONS 3

LARGE-SCALE VIEWS 4

DETAILS 5

SCHEDULES AND DIAGRAMS 6

USER DEFINED 7

USER DEFINED 8

3D REPRESENTATIONS 9

R RESOURCE

DETAIL SYMBOLS

AE506

SHEET ON WHICH

CONDITION IS

SHOWN

DETAIL OR SECTION

IDENTIFICATION NUMBER

DISCIPLINE

N.T.S.

THIS PROJECT WAS DESIGNED

BY THE NORFOLK AND

BALTIMORE DISTRICTS OF THE

U.S. ARMY CORPS OF

ENGINEERS. THE INITIALS OR

SIGNATURES AND

REGISTRATION DESIGNATIONS

OF INDIVIDUALS APPEAR ON

THESE PROJECT DOCUMENTS

WITHIN THE SCOPE OF THEIR

EMPLOYMENT AS REQUIRED BY

ER 1110-1-8152.

SUBMITTED:

RECOMMENDED:

CHIEF, ENGINEERING BRANCH

CHIEF, ENGINEERING AND CONSTRUCTION DIVISION

SEAL:

TELECOMMUNICATIONS

SUBMITTED:

RECOMMENDED:

CHIEF, MILITARY DESIGN BRANCH

CHIEF, ENGINEERING DIVISION

BALTIMORE DISTRICT

NORFOLK DISTRICT

ORDNANCE TRAINING AND

HERITAGE CENTER

FORT LEE, VIRGINIA

TRAINING SUPPORT FACILITY

NORFOLK DISTRICT

K D

N D

VOLUME 1

2016.10.11 14:44:00 -04'00'

MAJ.RONALD.J.12

28710152

Digitally signed by MAJ.RONALD.J.1228710152 DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USA, cn=MAJ.RONALD.J.1228710152 Date: 2016.10.12 07:13:15 -04'00'

DEGLANDON.TERR

Y.L.1246002483

Digitally signed by

DEGLANDON.TERRY.L.1246002483

DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USA, cn=DEGLANDON.TERRY.L.1246002483 Date: 2016.10.26 15:24:32 -04'00'

BYRNE.MATTHEW.T.

1228577061

Digitally signed by BYRNE.MATTHEW.T.1228577061 DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USA, cn=BYRNE.MATTHEW.T.1228577061 Date: 2016.10.26 15:39:25 -04'00'

AASHTO

ABT

ABUT.

ABV

ACI

ACM

ACMU

ACS

ACST

ACT

ACV

ADD

ADH

ADJ

ADMIN

AFF

AFFF

AFMS

AGGR

AHR

AIC

AISC

ALT

AM.

AMP

ANSI

APPR

APPROX

APS

ARCH.

AREMA

ASB

ASPH

ASSY

ASTM

ASYM

ATS

AUTO.

AUX

AVG

AWG

AWS

AWWA

B TO B

B&B B.O.W.

BAL

BDL

BEJ

BET.

BITUM

BL,

BLDG

BLK

BLW

BOL

BOT

BRG

BRK

BRKT

BSMT

BTU

BTUH

BUR

C TO C

C&G C&R C.O.G.

CAB.

CANTIL

CAP.

CATV

CCTV

CEM

CENT.

CFM

CFS

CHAM

CHBD

CHEM

CHIS

CHKR

CIP

CIRC

CKT

CL,

CLF

CLG

CLJ

CLO

CLOS

CLPR

CLR

CLSD

CLSR

CMP

AMPERE, AIR COMPRESSED AIR

AMERICAN ASSOCIATION OF STATE HIGHWAY AND

TRANSPORTATION OFFICIALS

ANCHOR BOLT

ABOUT

ABUTMENT

ABOVE

ALTERNATING CURRENT, AIR CONDITIONING UNIT,

ACRE

AMERICAN CONCRETE INSTITUTE

ASBESTOS CONTAINING MATERIAL

ACOUSTICAL CONCRETE MASONRY UNITS

ACCESS

ACOUSTIC, ACOUSTICAL

ACOUSTIC CEILING TILE

ALARM CHECK VALVE

ADDITIONAL

ADHESIVE

ADJACENT

ADMINISTRATIVE

ABOVE FINISH FLOOR

AQUEOUS FILM FORMING FOAM

AIRFLOW MEASURING STATION

AGGREGATE

AIR HANDLING, AIR-HANDLING UNIT

ANCHOR

AMPERE INTERRUPTING CAPACITY

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ALUMINUM

ALTERNATE

AMMETER

AMPERE

AMERICAN NATIONAL STANDARDS INSTITUTE

ACCESS PANEL

APPROVED

APPROXIMATE

ALARM PRESSURE SWITCH

ARCHITECTURAL

AMERICAN RAILWAY ENGINEERING AND

MAINTENANCE-of -WAY ASSOCIATION

ASBESTOS

ASPHALT

ASSEMBLY

AMERICAN SOCIETY FOR TESTING AND MATERIALS

ASYMMETRICAL

AUTOMATIC TRANSFER SWITCH

AUTOMATIC

AUXILIARY

AIR VENT, AUDIOVISUAL

AVERAGE

AMERICAN WIRE GAUGE

AMERICAN WELDING SOCIETY

AMERICAN WATER WORKS ASSOCIATION

BATTERY

BACK TO BACK

BALL AND BURLAP

BOTTOM OF WALL

BALANCE

BOLT CIRCLE, BOTTOM OF CURB

BOARD

BUNDLE

BRICK EXPANSION JOINT

BETWEEN

BLIND FLANGE

BOTTOM GRILLE

BITUMINOUS

BUILDING LINE, BASE LINE

BUILDING

BLOCK, BLOCKING

BELOW

BEAM, BENCH MARK, SOIL STABILIZATION/BLANKETS

& MATTING

BEGINNING OF LINE

BOTTOM

BASE PLATE, BACKFLOW PREVENTER, BEARING

PLATE

BARE ROOT, BOTTOM REGISTER

BEARING

BRICK

BRACKET

BASEMENT

BRITISH THERMAL UNIT

BTU PER HOUR

BUILT-UP

BUILT-UP ROOF(ING), BURIED

BOTH WAYS

COURSE, CONVECTOR

CENTER TO CENTER

CURB AND GUTTER

CUT AND REPLACE

CHANGE OF GRADE

CABINET

CANTILEVER

CAPACITY

CABLE TELEVISION

CATCH BASIN, CIRCUIT BREAKER

CLOSED CIRCUIT TELEVISION

CEILING DIFFUSER, ROCK CHECK DAM

CONSTRUCTION ENTRANCE

CEMENT

CENTRIFUGAL

CELLULAR FLOOR

CUBIC FEET PER MINUTE

CUBIC FEET PER SECOND

CORNER GUARD, CHANGE OF GRADE, CEILING

GRILLE

CABINET HEATER, CHORD

CHAMFER

CHALKBOARD

CHEMICAL

CHISELED

CHECKER, CHECKERED

CAST IRON

CAST IN PLACE, CULVERT INLET PROTECTION

CIRCULAR, CIRCUMFERENCE

CONSTRUCTION JOINT

CIRCUIT

CENTER LINE

CHAIN LINK FENCE

CEILING

CONTROL JOINT

CLOSET

CLOSURE

CALIPER

CLEAR

CEILING LINEAR SLOT DIFFUSER

CEILING LINEAR SLOT RETURN

CENTIMETER

CORRUGATED METAL PIPE

A B B R E V I A T I O N S

STRL

STRUC

SUBSTA

SUP

SURF.

SUSP

SVCE

SWBD

SWGR

SYMM

SYS

T T&B T&G T&P T.O.W.

TAF

TBM

TDC

TEL

TEMP

TER

TERM.

TFE

THERM.

THK

THKNS

THR

TKBD

TLSD

TMV

TOC

TOF

TOS

TOT.

TRANSV

TRTD

TSD

TSP

TST

T'STAT

TYP

U.S.

UFD

UHF

ULT

UNIF

UNO

UPS

UTIL

VAC

VAR

VAV

VCT

VDC

VEL

VENT.

VERT

VEST.

VFD

VHF

VIB

VIF

VIN

VLT

VOL

VTR

VWC

W/ W/O

WAS

WDO

WFD

WHA

WHS

WPF

WST

WTR

WTS

WWR

XARM

XFMR

XFR

XMTR

YHYD

STRUCTURAL

STRUCTURE

SUBSTATION

SUPPLY

SURFACE

SUSPENDED

SHEET VINYL, STEAM VENT

SERVICE

SHORT WAY, SWITCH, SIDEWALK

SWITCHBOARD

SWITCHGEAR

SYMMETRICAL

SYSTEM

TREAD, TOP, TANGENT, TELEPHONE, THICKNESS

TOP AND BOTTOM

TONGUE AND GROOVE

TEMPERATURE AND PRESSURE

TOP OF WALL

TROWEL APPLIED FINISH

TEMPORARY BENCH MARK

TIME CLOCK, TOP OF CURB

TURNED DOWN CURB

TELEPHONE

TEMPERATURE, TEMPERED, TEMPORARY

TERRAZZO

TERMINAL

TETRAFLUOROETHY LENE

TOP GRILLE

THERMOMETER

THICK

THICKNESS

THRESHOLD

TACKBOARD

TOP LINEAR SLOT DIFFUSER

THERMAL MIXING VALVE

TOP OF CONCRETE

TOP OF FOOTING

TOP OF STEEL

TOTAL

TREE PROTECTION

TOP REGISTER, TOP OF RAIL

TRANSVERSE

TREATED

TEMPERATURE STEEL, TIME SWITCH, TAMPER SWITCH,

TEMPERATURE SWITCH, THICKENED SLUDGE,

TEMPORARY SEEDING, TRAVERSE STATION

TEMPORARY SLOPE DRAIN

TWISTED SHIELDED PAIR

TWISTED SHIELDED TRIPLE

THERMOSTAT

TERMINAL UNIT

TELEVISION, TELEVISION OUTLET

TYPICAL

URINAL SCREEN

UNDERCUT

UNDERFLOOR

UNDER FLOOR DUCT

UNDERGROUND

UNIT HEATER

ULTRAHIGH FREQUENCY

UNDERWRITERS' LABORATORY

ULTIMATE

UNIFORM

UNLESS NOTED OTHERWISE

UNINTERRUPTIBLE POWER SUPPLY

URINAL

UTILITY

VOLTAGE, VOLT, VENT, VALVE

VOLT-AMPERE

VACUUM, VOLTS AC

VOLT-AMPERE REACTIVE

VARIABLE AIR VOLUME

VAPOR BARRIER

VERTICAL CURVE

VINYL COMPOSITION TILE

VOLUME DAMPER

VOLTS DC

VELOCITY

VENTI LATE

VERTICAL

VESTIBULE

VARIABLE FREQUENCY DRIVE

VERY HIGH FREQUENCY

VIBRATION

VERIFY IN FIELD

VINYL COMPOSITION TILE

VAULT

VOLTMETER

VOLUME

VAPOR RETARDER

VERTICAL SLOT

VINYL TILE

VENT THRU ROOF

VINYL WALL COVERING

WEST, WATT, WIDE, WIRE, WATER MAIN OR SERVICE

LINE

WITH

WITHOUT

WAINSCOT

WASTE ACTIVATED SLUDGE

WET BULB, WIND BEAM

WATER CLOSET

WOOD, WIDTH

WINDOW

WATER FLOW DETECTOR

WATER GAGE

WALL HYDRANT

WATER HAMMER ARRESTER

WELDED HEAD STUD

WROUGHT IRON

WIND LOAD, WATER LINE

WATER METER

WORKING POINT, WEATHERPROOF

WATERPROOFING

WATER SURFACE, WATERSTOP

WASTE

WEIGHT

WATER

WELDED THREADED STUD

WELDED WIRE FABRIC (WELDED WIRE

REINFORCEMENT)

CROSS ARM

TRANSFORMER

TRANSFER

TRANSMITTER

YARD

YARD HYDRANT

CMPSN

CMU

CND

CNDCT

CNDS

COL

COMB.

COMP

CONC

COND

CONN

CONST

CONT

CONTR

COORD

COP

COR

CORR

COV

CPT

CSD

CTR

CTRL

CTSK

CTWT

CULV

CWB

DBL

DEC

DEFL

DEG

°C °F

DEM

DEPR

DEPT

DET

DIA

DIAG

DIFF

DIM.

DIP.

DIR

DISC.

DISCH

DISP

DIV

DMH

DML

DMPR

DSD

DTWH

DUP

DVTL

DWD

DWEL

DWG

DWL

DWV

E TO E

E.A.T.

E.W.T.

ECMT

EFL

EIFS

ELEC

ELEV

EMER

EMT

ENCL

ENG

ENGR

ENT

ENTR

EOL

EQ EQL

EQPT

ESMT

EWC

EXC

EXH

EXP

EXPN

EXST

EXT

EXTN

F TO F

F&T

FAB

FABL

FACP

COMPOSITION

CONCRETE MASONRY UNITS

CONDUIT

CONDUCTIVE

CONDENSATE, CONDUITS

CLEANOUT, COUNTY

COLUMN

COMBINATION

COMPRESSION, COMPRESSED

CONCRETE

CONDUCTOR, CONDUCTIVE, CONDENSER

CONNECT, CONNECTION

CONSTRUCTION

CONTINUOUS, CONTINUATION

CONTRACT, CONTRACTOR

COORDINATE

COPPER

CORNER

CORRIDOR, CORRUGATED

COVER

CEMENT PLASTER, CONDENSATE PUMP

DISCHARGE

CARPET

CEILING REGISTER, HOT CONDENSER WATER

CELLULAR STEEL DECK

CERAMIC TILE, CURRENT TRANSFORMER

CENTER

CONTROL

COUNTERSUNK

COUNTERWEIGHT

CUBIC, COPPER

CULVERT

CONVERTER

DOMESTIC COLD WATER

CAPILLARY WATER BARRIER

DEPTH, DEGREE OF CURVE, DIMMER SWITCH,

DRAINLINE, MOUNTED IN DUCT

DRY BULB, DIRECT BURIAL, DUCT, DEEP BANK,

DECIBELS, DEED BOOK

DOUBLE

DIRECT CURRENT

DECIDUOUS

DEFLECT, DEFLECTION

DEGREE

DEGREES CELSIUS

DEGREES FAHRENHEIT

DEMOUNTABLE

DEPRESSED

DEPARTMENT

DETAIL

DRINKING FOUNTAIN

DUCT HEATER, DOOR HOLDER

DROP INLET, DUCTILE IRON

DIAMETER

DIAGRAM, DIAGONAL

DIFFUSER

DIMENSION

DUCTILE IRON PIPE

DIRECTION, DIRECT

DISCONNECT

DISCHARGE

DISPENSER

DIVISION

DECK

DEAD LOAD

DROP MANHOLE

DEMOLITION, DEMOLISH

DAMPER

DOWN

DOOR, DRIVE

DOWNSPOUT, DRIP STATION, DIGESTED SLUDGE

DUCT SMOKE DETECTOR

DUAL TEMP WALL HYDRANT

DUPLICATE

DOVETAIL

DUMBWAITER

DRINKING WATER DISPENSER

DWELLING

DRAWING

DOWEL

DRAIN, WASTE, AND VENT

DUPLEX, DIRECT EXPANSION

EAST, EMERGENCY (CIRCUIT)

END TO END

ENTERING AIR TEMPERATURE

ENTERI NG WATER TEMPERATURE

EACH

ENCASEMENT

EACH FACE

EFFLUENT

EXTERIOR INSULATION AND FINISH SYSTEM

EXPANSION JOINT

ELEVATION

ELECTRIC, ELECTRICAL

ELEVATOR

EXPANDED METAL

EMERGENCY

ELECTRICAL METALLIC TUBING

ENCLOSE, ENCLOSURE

ENGINE

ENGINEER, ENGINEERED

ENTERING

ENTRANCE

END OF LINE

EXPLOSION-PROOF, EDGE OF PAVEMENT

EQUAL

EQUIPMENT

EXISTING TO REMAIN

EASEMENT

EVERGREEN

EACH WAY, END WALL

ELECTRIC WATER COOLER

EXCAVATE, EXCAVATION

EXHAUST

EXPOSED

EXPANSION

EXISTING

EXTERIOR, EXTERNAL

EXTENSION

FUSED, FAN

FACE TO FACE

FLOAT AND THERMOSTATIC

FIRE ALARM

FABRICATE

FIRE ALARM BELL

FIRE ALARM CONTROL PANEL

FDC

FDN

FDR

FEC

FES

FGL

FHC

FHYD

FIG.

FIN.

FLEX.

FLG

FLSH

FLUOR

FOB

FPM

FRICT

FRT

FRZR

FTG

FUR

FURN

FUT

FWC

FXTR

GAL

GALV

GCMU

GDR

GEN

GFE

GFECI

GFI

GFM

GHZ

GND

GOVT

GPH

GPM

GRAD

GRL

GRS

GRT

GSU

GTV

GVL

GWB

GYP

H H.I.D.

HBD

HDPE

HDR

HDW

HDWD

HDWL

HGR

HGT

HOA

HORIZ

HPF

HPS

HPT

HTG

HTR

HWC

HWL

HYD

IMC

IN.

INCAND

INCL

INCR

IND

INFL

INSTL

INSUL

INT

INTMD

INV

IPF

ISOL

JCT

JST

KCM

KCP

kg kg/S

FOOTCANDLE, FAN COIL UNIT, FACE OF CURB

FLOOR DRAIN, FIRE DAMPER

FIRE DEPARTMENT CONNECTION

FOUNDATION

FEEDER

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

FLARED END SECTION

FIBERGLASS

FIRE HOSE

FIRE HOSE CABINET

FIRE HYDRANT

FIGURE

FINISH

FLOOR, FLASHING

FLEXIBLE

FLANGE

FLASHING

FLUORESCENT

FACE OF BRICK, FRONT OF BUILDING

FEET PER MINUTE

FRAME, FROM

FRICTION

FIRE RETARDANT TREATED

FREEZER

FAR SIDE, FULL SIZE, FLOW SWITCH

FOOT

FOOTING

FURRED, FURRING

FURNISH

FUTURE

FABRIC WALL COVERING

FIXTURE

GAS MAIN OR SERVICE LINE

GAGE, GAUGE

GALLON

GALVANIZE, GALVANIZED

GROUND COUNTERPOISE

GLAZED CONCRETE MASONRY UNIT

GUARDRAIL

GENERATOR

GOVERNMENT FURNISHED EQUIPMENT

GOVERNMENT FURNISHED EQUIPMENT, CONTRACTOR

INSTALLED

GROUND FAULT INTERRUPTER

GOVERNMENT FURNISHED MATERIAL

GIGAHERTZ

GALVANIZED IRON

GLASS

GROUND

GOVERNMENT

GALLONS PER HOUR

GALLONS PER MINUTE

GRADE

GRADUATED

GRILLE

GALVANIZED RIGID STEEL

GROUT

GLAZED STRUCTURAL UNITS

GATE VALVE

GRAVEL

GYPSUM WALLBOARD

GYPSUM

HIGH

HIGH-INTENSITY DISCHARGE

HOSE BIBB

HARDBOARD

HANDICAPPED

HEAD, HEAT DETECTOR

HIGH DENSITY POLYETHYLENE

HANDRAIL

HARDWARE

HARDWOOD

HEADWALL

HANGER

HEIGHT

HOLLOW METAL

HAND-OFF-AUTOMATIC

HORIZONTAL

HORSEPOWER, HEAT PUMP

HIGH POWER FACTOR

HIGH-PRESSURE SODIUM, HIGH PRESSURE STEAM

HIGH POINT

HOUR

HORIZONTAL SLOT

HEATING

HEATER

HIGH VOLTAGE, HEATING-VENTILATING UNIT

DOMESTI C HOT WATER

DOMESTIC HOT WATER CIRCULATING

HIGH-WATER LINE

HYDRANT

HERTZ

INTERCOM

INTERRUPTING CAPACITY

INSIDE DIAMETER

ISOLATED GROUND

INTERMEDI ATE METAL CONDUIT

INCH

INCANDESCENT

INCLUSIVE

INCREMENT

INDUCTION

INFLUENT

INSTALL, INSTALLATION

INSULATION, INSULATED, INSULATOR, INSULATING

INTEGRATED, INTERIOR

INTERMEDIATE

INVERT, INVERSE

IRON PIN, STORM DRAIN INLET PROTECTION

IRON PIN FOUND, IRON PIPE FOUND

IRRIGATION

ISOLATOR

JOULE

JUNCTION BOX

JANITOR'S CLOSET

JUNCTION

JOIST

JOINT

KEY OPERATED, KIP

THOUSAND CIRCULAR MILS

KEENE' S CEMENT PLASTER

KILOGRAM

KILOGRAM PER SECOND

kHZ km kN

kPa

KSF

KSI

kV kVA kVAR

kWH L L.W.T.

LAB

LAM

LAT

LAV

LCG

LDG

LIQ

LKR

LLH

LLV

LOC

LONG

LPS

LPT

LTG

LVR

LWC

LWL

M m M/G

MACH

MAG

MATL

MATV

MAX

MBH

MBR

MCB

MCC

MECH

MEMB

MET.

MFR

MGD

MHZ

MID

MIN

MISC

MKBD

MLO

MON

MPa

MPH

MSL

MTD

MTG

MTR

MTZ

MUL

MUTCD

MWP

N N & D N.C.

N.O.

NEC

NEUT

NFPA

NIC

NO., NOS

NOM

NPRN

NPW

NRS

NST

NTS

O TO O

O.F.

OFCI

OPNG

OPP

OS&Y

OVHD

P P.F.

P.R.S.

KILOHERTZ

KILOMETER

KILONEWTON

KNOCKOUT

KILOPASCAL

KIPS PER SQUARE FOOT

KIPS PER SQUARE INCH

KILOVOLT

KILOVOLT-AMPERE

KILOVOLT-AMPERE REACTIVE

KILOWATT

KILOWATT HOUR

LEFT, LENGTH OF CURVE, LONG

LEAVING WATER TEMPERATURE

LIGHTNING ARRESTER

LABORATORY

LAMINATE

LATITUDE, LATERAL

LAVATORY

POUND

LACING

LINEAR FOOT, LINEAR FEET

LENGTH, LONG

LIQUID

LOCKER

LIVE LOAD

LONG LEG HORIZONTAL

LONG LEG VERTICAL

LOCATE

LONGITUDINAL

LOW PRESSURE SODIUM

LOW POINT

LONG RADIUS, LINEAR REGISTER

LUMP SUM, LIMIT SWITCH

LIGHT

LIGHTING

LOW VOLTAGE

LOUVER

LONG WAY, LIMIT OF WORK

LIGHTWEIGHT CONCRETE

LOW-WATER LINE

MICROPHONE, MANUAL

METER

MOTOR/GENERATOR

MACHINE

MAGNETIC

MATERIAL

MASTER ANTENNA TELEVISION

MAXI MUM

1000 BTU PER HOUR

MEMBER

MAIN CIRCUIT BREAKER

MOTOR CONTROL CENTER

MECHANICAL

MEMBRANE

METAL

MANUFACTURER

MILLION GALLONS PER DAY

MANHOLE, MOUNTING HEIGHT, METAL HALIDE

MEGAHERTZ

MIDDLE

MINIMUM

MISCELLANEOUS

MECHANICAL JOINT

MARK

MARKER BOARD

MAIN LUGS ONLY

MILLIMETER

MASONRY OPENING

MONUMENT

MEDIUM PRESSURE

MEGAPASCAL

MILES PER HOUR

MOP RECEPTOR

MEAN SEA LEVEL

MOUNT

MOUNTED

MOUNTING

MOTOR

MOTORIZED

MULCHING

MULLION

MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES

MEMBRANE WATERPROOFING

NORTH

NAIL AND DISC

NORMALLY CLOSED

NORMALLY OPEN

NOT APPLICABLE

NATIONAL ELECTRICAL CODE

NEUTRAL

NATIONAL FIRE PROTECTION ASSOCIATION

NOT IN CONTRACT

NUMBER, NUMBERS

NOMINAL

NEOPRENE

NONPOTABLE WATER

NONRISING STEM

NEAR SIDE

NONSLIP TREAD

NOT TO SCALE

ROUND (DIAMETER), PHASE

OUT TO OUT

OUTSIDE FACE

OVERALL, OUTSIDE AIR

ON CENTER

OUTSIDE DIAMETER

OWNER-FURNISHED CONTRACTOR-INSTALLED

OVERHEAD, OPPOSITE HAND

OUTLET PROTECTION

OPENING

OPPOSITE

OUTSIDE SCREW AND YOKE

OVERHEAD

OUNCE

POLE, POWER, PUMP

POWER FACTOR

PRESSURE REDUCING STATION

PIPE ANCHOR

PASCAL

PUSH BUTTON, PANELBOARD

POINT OF CURVE, PIECE

PCC

PCP

PCSP

PED

PEJ

PIV

PL,

PLAM

PLAS

PLATF

PLF

PLYWD

PNL

PNLBD

PNT

POB

POL

PPH

PRC

PREFIN

PRESS.

PRI

PRL

PROP.

PROV

PRV

PSC

PSF

PSI

PSIG

PTN

PVC

PVI

PVMT

PVT

PWR

R R/W

RAD

RAF

RAS

RBR

RCP

RCPT

RCVG

RCVR

RDCR

REC

RECIR

RECT

RED.

REF

REFL

REFR

REINF

REM

REQD

RESIL

REV

RFG

RFH

RFI

RND

RPM

RTE

S/N

SAN

SCFM

SCHED

SEC

SECT

SFP

SHV

SIM

SLP

SMR

SNT

SOG

SPD

SPEC

SPKR

SPMR

SPR

SPRT

SPS

SSD

SSK

SSMR

SST

STA

STD

STER

STIF

STIR.

STL

STOR

STR

POINT OF COMPOUND CURVE, PRECAST CONCRETE

PRECAST CONCRETE PANEL

PRECAST CONCRETE SANDWICH PANEL

PRESSURE DROP

PEDESTAL

PREMOLDED EXPANSION JOINT

POROUS FILL

PIPE GUIDE, PAGE

PHASE, PENTHOUSE

POINT OF INTERSECTION

POST INDICATOR VALVE

PLATE, PROPERTY LINE

PLASTIC LAMINATE

PLASTER

PLATFORM

POUNDS PER LINEAR FOOT

PLYWOOD

PANEL

PANELBOARD

PAINT, PAINTED

POINT OF BEGINNING

POLISH, POINT ON LINE

POUNDS PER HOUR

PAIR

POINT OF REVERSE CURVE

PREFINISHED

PRESSURE

PRIMARY

PARALLEL

PROPOSED

PROVIDED

PRESSURE REDUCING VALVE, POWER ROOF

VENTILATOR

PRESSURE SWITCH, PERMANENT SEEDING, POINT OF

SWITCH

PRESTRESSED CONCRETE

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

POUNDS PER SQUARE INCH GAGE

POINT OF TANGENT, POTENTIAL TRANSFORMER

PARTITION

POINT OF VERTICAL CURVE, POLYVINYL CHLORIDE

POINT OF VERTICAL INTERSECTION

PAVEMENT

POINT OF VERTICAL TANGENT, PRIVATE

POWER

QUARRY TILE

RISER, RIGHT, RADIUS

RIGHT OF WAY

RETURN AIR

RADIUS

RAISED ACCESS FLOOR

RETURN ACTIVATED SLUDGE

RUBBER

REINFORCED CONCRETE PIPE, REFLECTED CEILING

PLAN

RECEPTACLE

RECEIVING

RECEIVER

ROOF DRAIN, ROAD

REDUCER

RECESS

RECIRCULATING

RECTANGLE, RECTANGULAR

REDUCING

REFERENCE

REFLECTED

REFRIGERATOR

REINFORCE, REINFORCEMENT, REINFORCED

REMAINDER

REQUIRED

RESILIENT

REVISION

ROOF, RADIO FREQUENCY

ROOFING

ROOF HATCH

RADIO FREQUENCY INTERFERENCE

ROOF LEADER, REFRIGERANT LIQUID

ROOM

ROUND

ROUGH OPENING

REVOLUTIONS PER MINUTE

RIPRAP, RAILROAD

ROUTE

SOUTH, SANITARY, SEWER, SPEAKER, SWITCH, SUPPLY

SOLID NEUTRAL

SUPPLY AIR

SANITARY

STANDARD CUBIC FEET PER MINUTE

SCHEDULE

STORM DRAIN, SMOKE DETECTOR

SECONDARY

SECTION

SILT FENCE, SQUARE FEET

SPRAYED FIRE PROTECTION

SHEET

SHELVING

SIMILAR

SKETCH

SLOPE

SURFACE METAL RACEWAY

SEALANT

SLAB ON GRADE

SPACE, SPACES, STATIC PRESSURE

STATIC PRESSURE DROP

SPECIFICATION

SPEAKER

SINGLE-PLY MEMBRANE ROOF

SPRINKLER

SUPPORT

STATIC PRESSURE SENSOR

SQUARE

SANITARY SEWER

SUBSURFACE DRAIN

SOIL STACK

STANDING SEAM METAL ROOF

STAINLESS STEEL

STREET, STORY, STEAM, SEDIMENT TRAP

STATION

STANDARD

STERILIZER

STIFFENER

STIRRUP

STEEL

STORAGE

STRAIGHT, STARTER

SHEET

IDENTIFICATION

1 2 3 4 5

D R

B Y:

I G N

B Y:

E :

A M

E D

C O

N O

S O

N O

U S

Y C

O R

B Y:

US Army Corps of Engineers ®

" x

N U

T D

: 1

/ 2

: 5

A I

G S

O R

E, V

F-

GI102

N O

, V

A B

T I

O N

M A

- G

I1 0 2

K D

N D

SHEET

IDENTIFICATION

1 2 3 4 5

D R

B Y:

I G N

B Y:

E :

A M

E D

C O

N O

S O

N O

U S

Y C

O R

B Y:

US Army Corps of Engineers ®

" x

N U

T D

/ 2

: 2

A I

G S

O R

E, V

F-

GI103

N O

, V

D R

G I N

V O

- G

E R

A L

R M

A T I

O N

- G I1

SHEET

NUMBER SHEET TITLE

SHEET

NUMBER SHEET TITLE

AE207 ENLARGED EAST ELEVATIONS

AE208 ENLARGED WEST ELEVATIONS

AE209 ENLARGED WEST ELEVATION

AE210 ENLARGED NORTH ELEVATION

AE211 ENLARGED EXTERIOR ELEVATIONS

AE301 BUILDING SECTIONS

AE302 BUILDING SECTIONS

AE303 BUILDING SECTIONS

AE304 BUILDING SECTIONS

AE305 BUILDING SECTIONS

AE306 BUILDING SECTIONS

AE307 BUILDING SECTIONS

AE308 BUILDING SECTIONS

AE320 WALL SECTIONS

AE321 WALL SECTIONS

AE322 WALL SECTIONS

AE323 WALL SECTIONS

AE324 WALL SECTIONS

AE325 WALL SECTIONS

AE326 WALL SECTIONS

AE327 WALL SECTIONS

AE328 WALL SECTIONS

AE329 WALL SECTIONS

AE330 WALL SECTIONS

AE401 ENLARGED CLASSROOM PLAN

AE402 ENLARGED CLASSROOM REFLECTED CEILING PLAN

AE403 ENLARGED ADMINISTRATIVE SUITE PLAN

AE404 ENLARGED TOILET PLANS AND ELEVATIONS

AE405 ENLARGED TOILET AND JANITOR CLOSET PLANS AND ELEVATIONS

AE406 TYPICAL TOILET ACCESSORY ELEVATIONS AND TOILET ACCESSORIES SCHEDULE

AE407 ENLARGED MECHANICAL ENCLOSURE PLAN - WEST

AE408 ENLARGED MECHANICAL ENCLOSURE PLAN AND DETAILS - NORTH

AE409 ENLARGED DUMPSTER ENCLOSURE PLAN AND DETAILS

AE501 WALL SECTION DETAILS

AE502 WALL SECTION DETAILS

AE503 WALL SECTION DETAILS

AE504 WALL SECTION DETAILS

AE505 WALL SECTION DETAILS

AE506 WALL SECTION DETAILS

AE507 WALL SECTION DETAILS

AE508 WALL SECTION DETAILS

AE509 ROOF DETAILS

AE510 RETURN AIR PLENUM

AE511 COLUMN DETAILS

AE512 RAMP DETAILS

AE513 RAMP AND STAIR DETAILS

AE514 CEILING DETAILS

AE515 VERTICALLY FOLDING PANEL PARTITION

AE516 MISCELLANEOUS DETAILS

AE517 SUN SHADES

AE518 SUN SHADES

AE519 SUN SHADES

AE520 RAILS

AE601 PARTITION TYPES

AE603 DOOR SCHEDULE AND DETAILS

AE604 DOOR DETAILS

AE605 WINDOW TYPES

AE606 EXTERIOR WINDOW DETAILS

AE607 LOUVER SCHEDULE & DETAILS

AE608 EXTERIOR COLOR SCHEDULE

AE609 SIGNAGE SCHEDULE

AE610 SIGN TYPE SCHEDULE

AF101 INTERIOR ENTRY LEVEL FLOOR PLAN

AF102 INTERIOR OVERALL MACRO LEVEL FLOOR PLAN

AF201 TOILET ROOM FINISH PLAN

AF202 TILE FINISH PATTERN AND DETAILS

AF203 TOILET ROOMS 123 & 124 FINISH PLANS

AF501 EXPOSED STRUCTURE FINISH PLAN

AF601 INTERIOR FINISH SCHEDULE

AF602 COLOR SCHEDULE

AF603 CASEWORK SCHEDULE & DETAILS

AF604 CASEWORK DETAILS

SHEET

NUMBER SHEET TITLE

SF108 PARTIAL FRAMING PLAN - AREA 'G'

SF109 PARTIAL FRAMING PLAN - AREA 'H'

SF110 PARTIAL FRAMING PLAN - AREA 'J'

SF111 PARTIAL FRAMING PLAN - AREA 'K'

SF112 PARTIAL FRAMING PLAN AREA 'L'

SF113 CEILING FRAMING PLAN - AREA "A" & "B"

SF114 PARTIAL FRAMING PLAN CEILING - AREA "A"

SF115 PARTIAL FRAMING PLAN CEILING - AREA "B"

SF116 ARMS VAULT CEILING PLAN

SF201 TRUSS ELEVATION AND SCHEDULES

SF202 TRUSS ELEVATION AND SCHEDULES

SF203 TRUSS ELEVATIONS AND SCHEDULES

SF204 STEEL TRUSS CONNECTION DETAILS

SF205 STEEL TRUSS DETAILS

SF301 FRAMING SECTIONS AND DETAILS

SF302 FRAMING SECTIONS AND DETAILS

SF303 FRAMING SECTIONS AND DETAILS

SF304 FRAMING SECTIONS AND DETAILS

SF305 FRAMING SECTIONS AND DETAILS

SF306 FRAMING SECTIONS AND DETAILS

SF307 FRAMING SECTIONS AND DETAILS

SF308 FRAMING SECTIONS AND DETAILS

SF401 WEST ELEVATION WALL FRAMING

SF402 EAST ELEVATION WALL FRAMING

SF403 LIGHT GAUGE TRUSS ELEVATIONS

SF501 ROOF FRAMING BRACING PLAN AND DETAILS

SF502 SNOW DRIFT LOAD PROFILES & JOIST LOAD DIAGRAMS

SF503 MOMENT FRAME CONNECTION FRAMES

SF601 COLUMN SCHEDULE

SF602 CRUCIFORM COLUMN ELEVATIONS

SF603 CRUCIFORM COLUMN ELEVATIONS

08 - ARCHITECTURE

A-001 ABBREVIATIONS & PROJECT INFORMATION

A-002 GENERAL NOTES & DETAILS

A-003 EGRESS PLANS

A-004 FIRE RESISTIVE DIAGRAM

A-005 LIFE SAFETY CRITERIA

A-006 AIR BARRIER DIAGRAMS

AE101 OVERALL FLOOR PLAN

AE102 PARTIAL FIRST FLOOR PLAN - AREA A

AE103 PARTIAL FIRST FLOOR PLAN - AREA B

AE104 PARTIAL FIRST FLOOR PLAN - AREA C

AE105 PARTIAL FIRST FLOOR PLAN - AREA D

AE106 PARTIAL FIRST FLOOR PLAN - AREA E

AE107 PARTIAL FIRST FLOOR PLAN - AREA F

AE108 PARTIAL FIRST FLOOR PLAN - AREA G

AE109 PARTIAL FIRST FLOOR PLAN - AREA H

AE110 PARTIAL FIRST FLOOR PLAN - AREA J

AE111 PARTIAL FIRST FLOOR PLAN - AREA K

AE112 PARTIAL FIRST FLOOR PLAN - AREA L

AE120 OVERALL ROOF PLAN

AE121 PARTIAL ROOF PLAN - AREA A

AE122 PARTIAL ROOF PLAN - AREA B

AE130 OVERALL REFLECTED CEILING PLAN

AE131 PARTIAL FIRST FLOOR REFLECTED CEILING PLAN - AREA A

AE132 PARTIAL FIRST FLOOR REFLECTED CEILING PLAN - AREA B

AE133 PARTIAL FIRST FLOOR REFLECTED CEILING PLAN - AREA C

AE134 PARTIAL FIRST FLOOR REFLECTED CEILING PLAN - AREA D

AE135 PARTIAL FIRST FLOOR REFLECTED CEILING PLAN - AREA E

AE136 PARTIAL FIRST FLOOR REFLECTED CEILING PLAN - AREA F

AE137 PARTIAL FIRST FLOOR REFLECTED CEILING PLAN - AREA G

AE138 PARTIAL FIRST FLOOR REFLECTED CEILING PLAN - AREA H

AE139 PARTIAL FIRST FLOOR REFLECTED CEILING PLAN - AREA J

AE140 PARTIAL FIRST FLOOR REFLECTED CEILING PLAN - AREA K

AE141 PARTIAL FIRST FLOOR REFLECTED CEILING PLAN - AREA L

AE201 NORTH AND SOUTH ELEVATIONS

AE202 EAST AND WEST ELEVATIONS

AE203 ENLARGED NORTH ELEVATIONS

AE204 ENLARGED NORTH ELEVATIONS

AE205 ENLARGED SOUTH ELEVATION

AE206 ENLARGED SOUTH ELEVATIONS

SHEET

NUMBER SHEET TITLE

01 - GENERAL INFORMATION

GI100 COVER SHEET VOLUME 1

GI102 ABBREVIATIONS VOLUME 1

GI103 DRAWING INDEX VOLUME 1

05 - CIVIL

C-001 VICINITY/LOCATION MAPS, NOTES, AND LEGEND/ABBREVIATIONS

V-101 EXISTING CONDITIONS PLAN

V-102 EXISTING CONDITIONS PLAN

CD101 DEMOLITION PLAN

CD102 DEMOLITION PLAN

CD103 SUBSURFACE DRAINAGE PLAN

CE101 EROSION & SEDIMENT CONTROL PHASE 1

CE102 EROSION & SEDIMENT CONTROL PHASE 1

CE201 EROSION & SEDIMENT CONTROL PHASE 2

CS101 SITE PLAN

CS102 SITE PLAN - STAKEOUT

CG101 GRADING AND DRAINAGE PLAN

CG102 PAVEMENT SLAB PLAN

CU101 UTILITY PLAN

CU102 UTILITY PLAN

CS501 DETAILS

CS502 DETAILS

CS503 DETAILS

CS504 DETAILS

CS505 DETAILS

CS506 DETAILS

CS507 DETAILS

CS508 DETAILS

CS509 DETAILS

CS510 DETAILS

CS511 DETAILS

CS512 DETAILS

CS513 DETAILS

06 - LANDSCAPE

LP101 LANDSCAPE PLAN

LP102 LANDSCAPE NOTES AND DETAILS

LP103 LANDSCAPE DETAILS

07 - STRUCTURAL

S-001 GENERAL NOTES AND ABBREVIATIONS

S-002 ROOF WIND ZONE DIAGRAMS

SB101 OVERALL FOUNDATION PLAN

SB102 PARTIAL FOUNDATION PLAN - AREA 'A'

SB103 PARTIAL FOUNDATION PLAN - AREA 'B'

SB104 PARTIAL FOUNDATION PLAN - AREA 'C'

SB105 PARTIAL FOUNDATION PLAN AREA 'D'

SB106 PARTIAL FOUNDATION PLAN - AREA 'E'

SB107 PARTIAL FOUNDATION PLAN - AREA 'F'

SB108 PARTIAL FOUNDATION PLAN - AREA 'G'

SB109 PARTIAL FOUNDATION PLAN - AREA 'H'

SB110 PARTIAL FOUNDATION PLAN - AREA 'J'

SB111 PARTIAL FOUNDATION PLAN AREA - 'K'

SB112 PARTIAL FOUNDATION PLAN - AREA 'L'

SB201 CONCRETE JOINT PLAN AND DETAILS

SB202 FOUNDATION SECTIONS AND DETAILS

SB203 FOUNDATION SECTIONS AND DETAILS

SB204 FOUNDATION SECTIONS AND DETAILS

SB205 FOUNDATION SECTIONS AND DETAILS

SB206 FOUNDATION SECTIONS AND DETAILS

SB207 FOUNDATION SECTIONS AND DETAILS

SB208 FOUNDATION SECTIONS AND DETAILS

SB301 MASONRY DETAILS

SB302 MASONRY DETAILS

SF101 OVERALL FRAMING PLAN

SF102 PARTIAL FRAMING PLAN - AREA 'A'

SF103 PARTIAL FRAMING PLAN - AREA 'B'

SF104 PARTIAL FRAMING PLAN - AREA 'C'

SF105 PARTIAL FRAMING PLAN - AREA 'D'

SF106 PARTIAL FRAMING PLAN - AREA 'E'

SF107 PARTIAL FRAMING PLAN - AREA 'F'

DRAWING INDEX --- VOLUME 1

K D

N D

1 2 3 4 5 6 7 8 9 10 11 12 13 14 17

C.5

C.7

D.5

C.8

D.8

E.2

D.1

12.3 J

2.7

MECH

YARD 2

MICRO

AREA

MECH

YARD 1

MACRO

AREA ADMIN

AREA

SHEET

IDENTIFICATION

1 2 3 4 5

D R

B Y:

I G N

B Y:

E :

A M

E D

C O

N O

S O

N O

U S

Y C

O R

B Y:

US Army Corps of Engineers ®

" x

N U

T D

'-0

/ 2

:4 4 :

A I

G S

C I L

V I R

R T

E, V A

Baltimore District

D es ig ne r

A ut ho r

A pp ro ve r

E nt er F ile N am e

F-

SB101

N O

N or fo lk

, V A

C he ck er

R A L

O N

1 0

K D

N D

3/64" = 1'-0"

OVERALL FOUNDATION PLAN

NOTE:

1. SEE PARTIAL AREA FOUNDATION PLANS FOR STRUCTURAL FOUNDATION NOTES.

2. REFERENCE SHEETS SF401 & SF402 FOR GABLE ENDWALL FRAMING ELEVATIONS.

3. REFERENCE SHEET SB201 FOR CONCRETE SLAB CONSTRUCTION AND JOINT LAYOUT.

KEY PLAN

PLAN NORTH

0 10' 40'20'

SCALE: 3/64" = 1' - 0"

14 17

D.5

D.8

E.2

F10

F6 F8F8

F10

SB205

SB206

2' 8"

+2'-8"

2' 8"

-2'-8"

SF SF SF

2' 8"

0' 8"

1' 4"

2' 8"

[+2'-8"][+2'-8"]

[+2'-8"]

[+2'-8"] F10

[+2'-8"]

F7 [-2'-8"] P2 [+4'-4"]

F10 [-2'-8"]

F7 [-2'-8"] P1 [+4'-4"]

F8 [-2'-8"] P2 [+4'-4"]

[+2'-8"]

SB205

@ STAIR

@ RAMP

@ LANDING

SB205

-3" DEPRESSED SLAB

6" CONCRETE SLAB ON GRADE W/ 6x6-W2.9xW2.9WWF

FOUNDATION DRAIN

SEE SECTIONS

T/ SLAB ELEV = +5'-4"

12" THK.

CONC.

S.O.G.

6" THK.

CONC.

S.O.G.

FOUNDATION DRAIN

SEE SECTIONS

1" DEPRESSED

SLAB

5'-4"

CONC. WALL

BELOW

0'-3" 0'-1"

SB208

GC PROVIDE BLOCK OUT

FOR CONCRETE WALL

AT COLUMN FLANGES

TRENCH DRAIN

SEE 3/SB203

AND P401

EXTERIOR SITE CONCRETE

SLOPE TO DRAIN

SEE AE404

TYP.

AREA "A"

AREA "B"

SHEET

IDENTIFICATION

1 2 3 4 5

D R

B Y:

I G N

B Y:

E :

A M

E D

C O

N O

S O

N O

U S

Y C

O R

B Y:

US Army Corps of Engineers ®

" x

N U

T D

'-0

/ 2

:4 5 :

A I

G S

C I L

V I R

R T

E, V A

Baltimore District

D es ig ne r

A ut ho r

A pp ro ve r

F-

SB102

N O

N or fo lk

, V A

C he ck er

T I

F O

O N

- A

1 0

K D

N D

1/8" = 1'-0"

FOUNDATION PLAN - AREA 'A'

1. FOR GENERAL NOTES AND ABBREVIATIONS, SEE S-001.

2. FINISH FLOOR ELEVATION 118.17' (FFE) IS REFERENCE ELEVATION 0'-0".

3. INDICATES TOP OF WALL FOOTING ELEVATION FROM REFERENCE EL.

4. "SF"INDICATES STEP FOOTING. SEE 2/SB203 FOR DETAIL.

5. "F#" INDICATES FOOTING TYPE, SEE 6/SB202 FOR SCHEDULE.

[NO.] INDICATES TOP OF FOOTING ELEVATION FROM REFERENCE EL.

6. "P#" INDICATES CONC. PIER TYPE, SEE 1/SB203 FOR DETAIL.

[NO.] INDICATES TOP OF CONC. PIER ELEVATION FROM REFERENCE EL.

7. FOR TYPICAL SLAB-ON-GRADE CONSTRUCTION DETAILS, SEE 1/SB202.

SEE PLANS AND DETAILS FOR VARYING SLAB THICKNESSES AND

TRANSITIONS.

8. SEE 2/SB202 FOR DEPRESSED SLAB CONSTRUCTION.

9. FOR INTERIOR CONCRETE PAVING LAYOUT, JOINTS, AND DETAILS, SEE

SB201. SEE PLANS AND DETAILS FOR VARYING SLAB THICKNESSES

AND TRANSITIONS.

10. COORDINATE MECHANICAL EQUIPMENT PADS DETAIL W/ MECHANICAL

DRAWINGS AND DETAIL 6/SB204.

11. SEE SHEET SF601 FOR COLUMN SCHEDULE.

PLAN NORTH

164 8268

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

KEY PLAN

NOTES:

C.5

C.7

C.8

D.1

F6F5

F6 F6 F5

6" CONCRETE SLAB ON GRADE W/

6x6-W2.9xW2.9WWF

SB205

SB206

2' 8"

-2'-8"

4' 8"

2' 8"

0' 8"

SF-0'-8"

+1'-4"

+1'-4" +2'-8"

[+2'-8 "]

-4'-8"

2' 8"

[-2'-8"]

[-2'-8"][-2'-8"]

[-2'-8"][-2'-8"][-2'-8"]

[-2'-8"]

@ RAMP

SB205

F7F6 [-2'-8"] P5 [+4'-4"]

F6 F11 [-2'-6"] P3 [+4'-4"]

[+2'-8"]

FOUNDATION DRAIN

SEE SECTIONS

FOUNDATION DRAIN

SEE SECTIONS

T/ SLAB ELEV = 0'-0"

T/ SLAB ELEV = 5'-4"

SB208

-2'-8" -4'-8"

@UTILITY

-4'-8" -2'-8"

2' 8"

4' 8"

2' 8"

-2'-8"

GC PROVIDE BLOCK OUT FOR

CONCRETE WALL AT COLUMN FLANGES

SB205

F6 [-2'-8"] P5 [+4'-4"]

F6 [-0'-8"] P6 [+4'-4"]

AREA "A"

AREA "B"

SB205

[-2'-8"]

@ UTILITY

TYP.

SHEET

IDENTIFICATION

1 2 3 4 5

D R

B Y:

I G N

B Y:

E :

A M

E D

C O

N O

S O

N O

U S

Y C

O R

B Y:

US Army Corps of Engineers ®

" x

N U

T D

'-0

/ 2

:4 5 :

A I

G S

C I L

V I R

R T

E, V A

Baltimore District

D es ig ne r

A ut ho r

A pp ro ve r

F-

SB103

N O

N or fo lk

, V A

C he ck er

T I A

U N

D A

O N

A R

1 0

K D

N D

1/8" = 1'-0"

FOUNDATION PLAN - AREA 'B'

PLAN NORTH

164 8268

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

KEY PLAN

1. FOR GENERAL NOTES AND ABBREVIATIONS, SEE S-001.

2. FINISH FLOOR ELEVATION 118.17' (FFE) IS REFERENCE ELEVATION 0'-0".

3. INDICATES TOP OF WALL FOOTING ELEVATION FROM REFERENCE EL.

4. "SF"INDICATES STEP FOOTING. SEE 2/SB203 FOR DETAIL.

5. "F#" INDICATES FOOTING TYPE, SEE 6/SB202 FOR SCHEDULE.

[NO.] INDICATES TOP OF FOOTING ELEVATION FROM REFERENCE EL.

6. "P#" INDICATES CONC. PIER TYPE, SEE 1/SB203 FOR DETAIL.

[NO.] INDICATES TOP OF CONC. PIER ELEVATION FROM REFERENCE EL.

7. FOR TYPICAL SLAB-ON-GRADE CONSTRUCTION DETAILS, SEE 1/SB202.

SEE PLANS AND DETAILS FOR VARYING SLAB THICKNESSES AND

TRANSITIONS.

8. SEE 2/SB202 FOR DEPRESSED SLAB CONSTRUCTION.

9. FOR INTERIOR CONCRETE PAVING LAYOUT, JOINTS, AND DETAILS, SEE

SB201. SEE PLANS AND DETAILS FOR VARYING SLAB THICKNESSES

AND TRANSITIONS.

10. COORDINATE MECHANICAL EQUIPMENT PADS DETAIL W/ MECHANICAL

DRAWINGS AND DETAIL 6/SB204.

11. SEE SHEET SF601 FOR COLUMN SCHEDULE.

9 10 11

12 13 14

D.8

E.2

12.3

F13 F14

F12

F13

F14 F10F8

F4F4 F4 F4

F12

SB205

SB206

[-8" DEPRESSED SLAB]

6" CONCRETE SLAB ON GRADE

W/ 6x6 - W2.9xW2.9 WWF

-2'-8"

2' 8"

[-2'-8"][-2'-8"]

[-2'-8"][-2'-8"][-2'-8"] [-2'-8"]

[-2'-8"]

SB206

@ LANDING

@ STAIR

SB206

@ RAMP

F12

24" CONCRETE SLAB-ON-GRADE W/#5 BARS@6"O.C. EACH WAY T&B

SOUTH OF GRID LINE G

F4 [-2'-8"] [-2'-8"] [-2'-8"] [-2'-8"] [-2'-8"]

[-2'-8"]

12" CONCRETE SLAB ON GRADE W/#5 BARS@ 6"o.c. EACH WAY T&B

BETWEEN GRID LINE D & GRID LINE E

12" CONCRETE SLAB ON GRADE w/#5 BARS@ 9"o.c. EACH WAY T&B

BETWEEN GRID LINE E & GRID LINE G

T/ SLAB ELEV = 0'-0"

0'-8"

24" THK.

CONC.

S.O.G.

6" THK.

CONC.

S.O.G.

12" THK.

CONC.

S.O.G.

6" THK.

CONC.

S.O.G.

SB208 @ POST, TYP.

F4 [-2'-8"]

F" SIM

F12 [-2'-8"]

AREA "D"

AREA "C"

SHEET

IDENTIFICATION

1 2 3 4 5

D R

B Y:

I G N

B Y:

E :

A M

E D

C O

N O

S O

N O

U S

Y C

O R

B Y:

US Army Corps of Engineers ®

" x

N U

T D

'-0

/ 2

:4 5 :

A I

G S

C I L

V I R

R T

E, V A

Baltimore District

D es ig ne r

A ut ho r

A pp ro ve r

F-

SB104

N O

N or fo lk

, V A

C he ck er

T I A

U N

D A

O N

A R

1 0

K D

N D

1/8" = 1'-0"

FOUNDATION PLAN - AREA 'C'

PLAN NORTH

164 8268

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

KEY PLAN

1. FOR GENERAL NOTES AND ABBREVIATIONS, SEE S-001.

2. FINISH FLOOR ELEVATION 118.17' (FFE) IS REFERENCE ELEVATION 0'-0".

3. INDICATES TOP OF WALL FOOTING ELEVATION FROM REFERENCE EL.

4. "SF"INDICATES STEP FOOTING. SEE 2/SB203 FOR DETAIL.

5. "F#" INDICATES FOOTING TYPE, SEE 6/SB202 FOR SCHEDULE.

[NO.] INDICATES TOP OF FOOTING ELEVATION FROM REFERENCE EL.

6. "P#" INDICATES CONC. PIER TYPE, SEE 1/SB203 FOR DETAIL.

[NO.] INDICATES TOP OF CONC. PIER ELEVATION FROM REFERENCE EL.

7. FOR TYPICAL SLAB-ON-GRADE CONSTRUCTION DETAILS, SEE 1/SB202.

SEE PLANS AND DETAILS FOR VARYING SLAB THICKNESSES AND

TRANSITIONS.

8. SEE 2/SB202 FOR DEPRESSED SLAB CONSTRUCTION.

9. FOR INTERIOR CONCRETE PAVING LAYOUT, JOINTS, AND DETAILS, SEE

SB201. SEE PLANS AND DETAILS FOR VARYING SLAB THICKNESSES

AND TRANSITIONS.

10. COORDINATE MECHANICAL EQUIPMENT PADS DETAIL W/ MECHANICAL

DRAWINGS AND DETAIL 6/SB204.

11. SEE SHEET SF601 FOR COLUMN SCHEDULE.

9 10 11 12 13 14 15

C.5

C.7

D.5

C.8

D.1

F13F14

SB206

2' 8"

[-2'-8"][-2'-8"] [-2'-8"][-2'-8"]

[-2'-8"]

@ LANDING

12" CONCRETE SLAB ON GRADE W/#5 BARS@ 6"o.c. EACH WAY T&B

BETWEEN GRID LINE D & GRID LINE E

F12 F12

[-2'-8"]

T/ SLAB ELEV = 0'-0"

AREA "D"

AREA "E"

AREA "D" AREA "B"

AREA "D" AREA "A"

AREA "D"

AREA "C"

AREA "D"

AREA "C"

SHEET

IDENTIFICATION

1 2 3 4 5

D R

B Y:

I G N

B Y:

E :

A M

E D

C O

N O

S O

N O

U S

Y C

O R

B Y:

US Army Corps of Engineers ®

" x

N U

T D

'-0

/ 2

:4 5 :

A I

G S

C I L

V I R

R T

E, V A

Baltimore District

D es ig ne r

A ut ho r

A pp ro ve r

F-

SB105

N O

N or fo lk

, V A

C he ck er

T I A

L F O

U N

D A

O N

N A

R E A

1 0

K D

N D

1/8" = 1'-0"

FOUNDATION PLAN - AREA 'D'

PLAN NORTH

164 8268

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

KEY PLAN

1. FOR GENERAL NOTES AND ABBREVIATIONS, SEE S-001.

2. FINISH FLOOR ELEVATION 118.17' (FFE) IS REFERENCE ELEVATION 0'-0".

3. INDICATES TOP OF WALL FOOTING ELEVATION FROM REFERENCE EL.

4. "SF"INDICATES STEP FOOTING. SEE 2/SB203 FOR DETAIL.

5. "F#" INDICATES FOOTING TYPE, SEE 6/SB202 FOR SCHEDULE.

[NO.] INDICATES TOP OF FOOTING ELEVATION FROM REFERENCE EL.

6. "P#" INDICATES CONC. PIER TYPE, SEE 1/SB203 FOR DETAIL.

[NO.] INDICATES TOP OF CONC. PIER ELEVATION FROM REFERENCE EL.

7. FOR TYPICAL SLAB-ON-GRADE CONSTRUCTION DETAILS, SEE 1/SB202.

SEE PLANS AND DETAILS FOR VARYING SLAB THICKNESSES AND

TRANSITIONS.

8. SEE 2/SB202 FOR DEPRESSED SLAB CONSTRUCTION.

9. FOR INTERIOR CONCRETE PAVING LAYOUT, JOINTS, AND DETAILS, SEE

SB201. SEE PLANS AND DETAILS FOR VARYING SLAB THICKNESSES

AND TRANSITIONS.

10. COORDINATE MECHANICAL EQUIPMENT PADS DETAIL W/ MECHANICAL

DRAWINGS AND DETAIL 6/SB204.

11. SEE SHEET SF601 FOR COLUMN SCHEDULE.

9 10 11 12 13

F12 F13

F14

F12 F8

F8F8 F7 F8

F7 F7

F6F7

SB207

[-14" DEPRESSED SLAB]

12" CONCRETE SLAB ON GRADE W/ #

5 BARS @ 9" O.C. EACH WAY T&B

[-3" DEPRESSED SLAB] 8" CONCRETE

SLAB ON GRADE W/

#4 BARS @ 6" O.C.

EACH WAY

8" CONCRETE

SLAB ON GRADE W/

#4 BARS@ 6"o.c. EA. WAY

TYP. NORTH OF GRID LINE

"C" U.N.O.

12" CONCRETE SLAB ON GRADE W/ #5

BARS @ 9" O.C. EACH WAY T&B

BETWEEN GRID LINE C & D

2' 8"

-2'-8"

[-2'-8"][-2'-8"] [-2'-8"]

[-2'-8"]

[-2'-8"] [-2'-8"]

[-2'-8"] [-2'-8"] [-2'-8"]

[-2'-8"] [-2'-8"][-2'-8"]

[-2'-8"]

SB205

SB207

SB205

SB205 @ LIFT

0'-3"

T/ SLAB ELEV = 0'-0"

-3" DEPRESSED SLAB

T/ SLAB ELEV = 0'-0"

8" T

T/ SLAB ELEV = 0'-0"

8" THK.

CONC.

S.O.G.

12" THK.

CONC.

S.O.G.

12" THK.

CONC.

S.O.G.

6" THK.

CONC.

S.O.G.

AREA "D"

AREA "E"

AREA "G"

AREA "H"

HSS4x4x3/8HSS4x4x3/8

SB208

0'-3"

1'-2"

[-1" DEPRESSED SLAB]

SHEET

IDENTIFICATION

1 2 3 4 5

D R

B Y:

I G N

B Y:

E :

A M

E D

C O

N O

S O

N O

U S

Y C

O R

B Y:

US Army Corps of Engineers ®

" x

N U

T D

'-0

/ 2

:4 5 :

A I

G S

C I L

V I R

R T

E, V A

Baltimore District

D es ig ne r

A ut ho r

A pp ro ve r

F-

SB106

N O

N or fo lk

, V A

C he ck er

T I A

U N

D A

O N

A R

1 0

K D

N D

1/8" = 1'-0"

FOUNDATION PLAN - AREA 'E'

PLAN NORTH

164 8268

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

KEY PLAN

1. FOR GENERAL NOTES AND ABBREVIATIONS, SEE S-001.

2. FINISH FLOOR ELEVATION 118.17' (FFE) IS REFERENCE ELEVATION 0'-0".

3. INDICATES TOP OF WALL FOOTING ELEVATION FROM REFERENCE EL.

4. "SF"INDICATES STEP FOOTING. SEE 2/SB203 FOR DETAIL.

5. "F#" INDICATES FOOTING TYPE, SEE 6/SB202 FOR SCHEDULE.

[NO.] INDICATES TOP OF FOOTING ELEVATION FROM REFERENCE EL.

6. "P#" INDICATES CONC. PIER TYPE, SEE 1/SB203 FOR DETAIL.

[NO.] INDICATES TOP OF CONC. PIER ELEVATION FROM REFERENCE EL.

7. FOR TYPICAL SLAB-ON-GRADE CONSTRUCTION DETAILS, SEE 1/SB202.

SEE PLANS AND DETAILS FOR VARYING SLAB THICKNESSES AND

TRANSITIONS.

8. SEE 2/SB202 FOR DEPRESSED SLAB CONSTRUCTION.

9. FOR INTERIOR CONCRETE PAVING LAYOUT, JOINTS, AND DETAILS, SEE

SB201. SEE PLANS AND DETAILS FOR VARYING SLAB THICKNESSES

AND TRANSITIONS.

10. COORDINATE MECHANICAL EQUIPMENT PADS DETAIL W/ MECHANICAL

DRAWINGS AND DETAIL 6/SB204.

11. SEE SHEET SF601 FOR COLUMN SCHEDULE.

4 5 6 7 8

E.2

F14F14

F5 F8 F5

F4F4F4 F4 F4

24" CONCRETE SLAB-ON-GRADE

W/#5 BARS@6"O.C. EACH WAY T&B

SOUTH OF GRID LINE G

[-8" DEPRESSED SLAB]

-2'-8"

[-2'-8"][-2'-8"]

[-2'-8"]

[-2'-8"] [-2'-8"] [-2'-8"] [-2'-8"] [-2'-8"]

SB206

[-2'-8"] [-2'-8"][-2'-8"]

[-2'-8"]

12" CONCRETE SLAB ON GRADE W/#5 BARS@ 6"o.c. EACH WAY T&B

BETWEEN GRID LINE D & GRID LINE E

12" CONCRETE SLAB ON GRADE w/#5 BARS@ 9"o.c. EACH WAY T&B

BETWEEN GRID LINE E & GRID LINE G

T/ SLAB ELEV 0'-0"

0'-8"

SB208 TYP. @ POSTS

AREA "G"AREA "K"

AREA "F"AREA "J"

AREA "D"AREA "G"

AREA "C"AREA "F"

AREA "C"AREA "F"AREA "F"AREA "J"

SIM

SHEET

IDENTIFICATION

1 2 3 4 5

D R

B Y:

I G N

B Y:

E :

A M

E D

C O

N O

S O

N O

U S

Y C

O R

B Y:

US Army Corps of Engineers ®

" x

N U

T D

'-0

/ 2

:4 6 :

A I

G S

C I L

V I R

R T

E, V A

Baltimore District

D es ig ne r

A ut ho r

A pp ro ve r

F-

SB107

N O

N or fo lk

, V A

C he ck er

T I A

U N

D A

O N

A R

1 0

K D

N D

1/8" = 1'-0"

FOUNDATION PLAN - AREA 'F'

PLAN NORTH

164 8268

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

KEY PLAN

1. FOR GENERAL NOTES AND ABBREVIATIONS, SEE S-001.

2. FINISH FLOOR ELEVATION 118.17' (FFE) IS REFERENCE ELEVATION 0'-0".

3. INDICATES TOP OF WALL FOOTING ELEVATION FROM REFERENCE EL.

4. "SF"INDICATES STEP FOOTING. SEE 2/SB203 FOR DETAIL.

5. "F#" INDICATES FOOTING TYPE, SEE 6/SB202 FOR SCHEDULE.

[NO.] INDICATES TOP OF FOOTING ELEVATION FROM REFERENCE EL.

6. "P#" INDICATES CONC. PIER TYPE, SEE 1/SB203 FOR DETAIL.

[NO.] INDICATES TOP OF CONC. PIER ELEVATION FROM REFERENCE EL.

7. FOR TYPICAL SLAB-ON-GRADE CONSTRUCTION DETAILS, SEE 1/SB202.

SEE PLANS AND DETAILS FOR VARYING SLAB THICKNESSES AND

TRANSITIONS.

8. SEE 2/SB202 FOR DEPRESSED SLAB CONSTRUCTION.

9. FOR INTERIOR CONCRETE PAVING LAYOUT, JOINTS, AND DETAILS, SEE

SB201. SEE PLANS AND DETAILS FOR VARYING SLAB THICKNESSES

AND TRANSITIONS.

10. COORDINATE MECHANICAL EQUIPMENT PADS DETAIL W/ MECHANICAL

DRAWINGS AND DETAIL 6/SB204.

11. SEE SHEET SF601 FOR COLUMN SCHEDULE.

D.5

C.8

D.1

F14F14 [-2'-8"]

12" CONCRETE SLAB ON GRADE W/#5 BARS@ 6"o.c. EACH WAY T&B

BETWEEN GRID LINE D & GRID LINE E

[-2'-8"]

T/ SLAB ELEV = 0'-0"

AREA "D"AREA "G"AREA "G"AREA "K"

AREA "F"AREA "J"

AREA "G"

AREA "H"

AREA "K"

AREA "L"

AREA "C"AREA "F"

SHEET

IDENTIFICATION

1 2 3 4 5

D R

B Y:

I G N

B Y:

E :

A M

E D

C O

N O

S O

N O

U S

Y C

O R

B Y:

US Army Corps of Engineers ®

" x

N U

T D

'-0

/ 2

:4 6 :

A I

G S

C I L

V I R

R T

E, V A

Baltimore District

D es ig ne r

A ut ho r

A pp ro ve r

F-

SB108

N O

N or fo lk

, V A

C he ck er

T I A

U N

D A

O N

A R

1 0

K D

N D

1/8" = 1'-0"

FOUNDATION PLAN - AREA 'G'

PLAN NORTH

164 8268

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

KEY PLAN

1. FOR GENERAL NOTES AND ABBREVIATIONS, SEE S-001.

2. FINISH FLOOR ELEVATION 118.17' (FFE) IS REFERENCE ELEVATION 0'-0".

3. INDICATES TOP OF WALL FOOTING ELEVATION FROM REFERENCE EL.

4. "SF"INDICATES STEP FOOTING. SEE 2/SB203 FOR DETAIL.

5. "F#" INDICATES FOOTING TYPE, SEE 6/SB202 FOR SCHEDULE.

[NO.] INDICATES TOP OF FOOTING ELEVATION FROM REFERENCE EL.

6. "P#" INDICATES CONC. PIER TYPE, SEE 1/SB203 FOR DETAIL.

[NO.] INDICATES TOP OF CONC. PIER ELEVATION FROM REFERENCE EL.

7. FOR TYPICAL SLAB-ON-GRADE CONSTRUCTION DETAILS, SEE 1/SB202.

SEE PLANS AND DETAILS FOR VARYING SLAB THICKNESSES AND

TRANSITIONS.

8. SEE 2/SB202 FOR DEPRESSED SLAB CONSTRUCTION.

9. FOR INTERIOR CONCRETE PAVING LAYOUT, JOINTS, AND DETAILS, SEE

SB201. SEE PLANS AND DETAILS FOR VARYING SLAB THICKNESSES

AND TRANSITIONS.

10. COORDINATE MECHANICAL EQUIPMENT PADS DETAIL W/ MECHANICAL

DRAWINGS AND DETAIL 6/SB204.

11. SEE SHEET SF601 FOR COLUMN SCHEDULE.

F7 F7 F7 F7

F8F8F8F7

F14

F6F5

F14

-2'-8"

SB205

SB206

SB208

@ DOOR

[-2'-8"] [-2'-8"] [-2'-8"]

[-2'-8"][-2'-8"]

[-2'-8"]

[-2'-8"][-2'-8"]

[-2'-8"]

MECHANICAL YARD

COORDINATE w/

ARCH, SITE & MECH

6" CONCRETE SLAB ON GRADE W/ 6x6-W2.9xW2.9WWF

T/ SLAB ELEV = 0'-0"

0'-3"

AREA "D"

AREA "E"

AREA "G"

AREA "H"

AREA "G"

AREA "H"

AREA "K"

AREA "L"

8" CONCRETE SLAB ON GRADE

w/ #4 BARS @ 6"o.c. EA. WAY TYP.

NORTH OF GRID LINE "C" U.N.O.

T/SLAB EL.= O'-0"

8" T

6" T

8" THK.

CONC.

SOG

6" THK.

CONC.

SOG

o.c.

TYP.

2' 8"

-2'-8" -4'-8"

-4'-8" -2'-8"

2' 8"

4' 8"

2' 8"

@UTILITY

SB208

[-3" DEPRESSED SLAB]

SB205

@UTILITY

SB205

SHEET

IDENTIFICATION

1 2 3 4 5

D R

B Y:

I G N

B Y:

E :

A M

E D

C O

N O

S O

N O

U S

Y C

O R

B Y:

US Army Corps of Engineers ®

" x

N U

T D

'-0

/ 2

:4 6 :

A I

G S

C I L

V I R

R T

E, V A

Baltimore District

D es ig ne r

A ut ho r

A pp ro ve r

F-

SB109

N O

N or fo lk

, V A

C he ck er

T I A

U N

D A

O N

A R

1 0

K D

N D

1/8" = 1'-0"

FOUNDATION PLAN - AREA 'H'

PLAN NORTH

164 8268

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

KEY PLAN

1. FOR GENERAL NOTES AND ABBREVIATIONS, SEE S-001.

2. FINISH FLOOR ELEVATION 118.17' (FFE) IS REFERENCE ELEVATION 0'-0".

3. INDICATES TOP OF WALL FOOTING ELEVATION FROM REFERENCE EL.

4. "SF"INDICATES STEP FOOTING. SEE 2/SB203 FOR DETAIL.

5. "F#" INDICATES FOOTING TYPE, SEE 6/SB202 FOR SCHEDULE.

[NO.] INDICATES TOP OF FOOTING ELEVATION FROM REFERENCE EL.

6. "P#" INDICATES CONC. PIER TYPE, SEE 1/SB203 FOR DETAIL.

[NO.] INDICATES TOP OF CONC. PIER ELEVATION FROM REFERENCE EL.

7. FOR TYPICAL SLAB-ON-GRADE CONSTRUCTION DETAILS, SEE 1/SB202.

SEE PLANS AND DETAILS FOR VARYING SLAB THICKNESSES AND

TRANSITIONS.

8. SEE 2/SB202 FOR DEPRESSED SLAB CONSTRUCTION.

9. FOR INTERIOR CONCRETE PAVING LAYOUT, JOINTS, AND DETAILS, SEE

SB201. SEE PLANS AND DETAILS FOR VARYING SLAB THICKNESSES

AND TRANSITIONS.

10. COORDINATE MECHANICAL EQUIPMENT PADS DETAIL W/ MECHANICAL

DRAWINGS AND DETAIL 6/SB204.

11. SEE SHEET SF601 FOR COLUMN SCHEDULE.

1 2 3

E.2

F10 F13

F12F11

F13

F46" CONCRETE SLAB ON GRADE

W/ 6x6 - W2.9xW2.9 WWF

24" CONCRETE SLAB ON GRADE W/

#5 BARS @ 6" O.C. EACH WAY

T&B

-2'-8"

2' 8"

-2'-8"

SB206

SB207

12" CONCRETE SLAB ON GRADE w/#5 BARS@ 9"o.c. EACH WAY T&B

BETWEEN GRID LINE E & GRID LINE G

2' 8"

MECHANICAL YARD EQUIP PAD

COORDINATE w/ARCH, SITE, MECH, AND DETAIL 6/SB204

2' 8"

[-2'-8"]

[-2'-8"][-2'-8"]

[-2'-8"]

F12

[-2'-8"][-2'-8"][-2'-8"]

2.7

6" THK.

CONC.

S.O.G.

24" THK.

CONC.

S.O.G.

T/ SLAB ELEV 0'-0"

[-2'-8"] F4

T/ SLAB ELEV = 0'-0"

AREA "G"AREA "K"

AREA "F"AREA "J"

SB208

SIM

[-2'-8"] F4

SHEET

IDENTIFICATION

1 2 3 4 5

D R

B Y:

I G N

B Y:

E :

A M

E D

C O

N O

S O

N O

U S

Y C

O R

B Y:

US Army Corps of Engineers ®

" x

N U

T D

'-0

/ 2

:4 6 :

A I

G S

C I L

V I R

R T

E, V A

Baltimore District

D es ig ne r

A ut ho r

A pp ro ve r

F-

SB110

N O

N or fo lk

, V A

C he ck er

T I A

U N

D A

O N

A R

1 1

K D

N D

1/8" = 1'-0"

FOUNDATION PLAN - AREA 'J'

PLAN NORTH

164 8268

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

KEY PLAN

1. FOR GENERAL NOTES AND ABBREVIATIONS, SEE S-001.

2. FINISH FLOOR ELEVATION 118.17' (FFE) IS REFERENCE ELEVATION 0'-0".

3. INDICATES TOP OF WALL FOOTING ELEVATION FROM REFERENCE EL.

4. "SF"INDICATES STEP FOOTING. SEE 2/SB203 FOR DETAIL.

5. "F#" INDICATES FOOTING TYPE, SEE 6/SB202 FOR SCHEDULE.

[NO.] INDICATES TOP OF FOOTING ELEVATION FROM REFERENCE EL.

6. "P#" INDICATES CONC. PIER TYPE, SEE 1/SB203 FOR DETAIL.

[NO.] INDICATES TOP OF CONC. PIER ELEVATION FROM REFERENCE EL.

7. FOR TYPICAL SLAB-ON-GRADE CONSTRUCTION DETAILS, SEE 1/SB202.

SEE PLANS AND DETAILS FOR VARYING SLAB THICKNESSES AND

TRANSITIONS.

8. SEE 2/SB202 FOR DEPRESSED SLAB CONSTRUCTION.

9. FOR INTERIOR CONCRETE PAVING LAYOUT, JOINTS, AND DETAILS, SEE

SB201. SEE PLANS AND DETAILS FOR VARYING SLAB THICKNESSES

AND TRANSITIONS.

10. COORDINATE MECHANICAL EQUIPMENT PADS DETAIL W/ MECHANICAL

DRAWINGS AND DETAIL 6/SB204.

11. SEE SHEET SF601 FOR COLUMN SCHEDULE.

C.8

D.1

F13 F10

SB208

2' 8"

SB207

SB208

MECHANICAL YARD EQUIP PAD

COORDINATE w/ARCH, SITE, MECH, AND DETAIL SB204

12" CONCRETE SLAB ON GRADE W/#5 BARS@ 6"o.c. EACH WAY T&B

BETWEEN GRID LINE D & GRID LINE E

F12 [2'-8"] [2'-8"]

[2'-8"]

T/ SLAB ELEV = 0'-0"

12" CMU

SCREEN WALL

AREA "G"

AREA "H"

AREA "K"

AREA "L"

AREA "G"AREA "K"

AREA "F"AREA "J"

SIM

SHEET

IDENTIFICATION

1 2 3 4 5

D R

B Y:

I G N

B Y:

E :

A M

E D

C O

N O

S O

N O

U S

Y C

O R

B Y:

US Army Corps of Engineers ®

" x

N U

T D

'-0

/ 2

:4 7 :

A I

G S

C I L

V I R

R T

E, V A

Baltimore District

D es ig ne r

A ut ho r

A pp ro ve r

F-

SB111

N O

N or fo lk

, V A

C he ck er

T I A

U N

D A

O N

N A

R E A

1 1

K D

N D

1/8" = 1'-0"

FOUNDATION PLAN - AREA 'K'

PLAN NORTH

164 8268

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

KEY PLAN

1. FOR GENERAL NOTES AND ABBREVIATIONS, SEE S-001.

2. FINISH FLOOR ELEVATION 118.17' (FFE) IS REFERENCE ELEVATION 0'-0".

3. INDICATES TOP OF WALL FOOTING ELEVATION FROM REFERENCE EL.

4. "SF"INDICATES STEP FOOTING. SEE 2/SB203 FOR DETAIL.

5. "F#" INDICATES FOOTING TYPE, SEE 6/SB202 FOR SCHEDULE.

[NO.] INDICATES TOP OF FOOTING ELEVATION FROM REFERENCE EL.

6. "P#" INDICATES CONC. PIER TYPE, SEE 1/SB203 FOR DETAIL.

[NO.] INDICATES TOP OF CONC. PIER ELEVATION FROM REFERENCE EL.

7. FOR TYPICAL SLAB-ON-GRADE CONSTRUCTION DETAILS, SEE 1/SB202.

SEE PLANS AND DETAILS FOR VARYING SLAB THICKNESSES AND

TRANSITIONS.

8. SEE 2/SB202 FOR DEPRESSED SLAB CONSTRUCTION.

9. FOR INTERIOR CONCRETE PAVING LAYOUT, JOINTS, AND DETAILS, SEE

SB201. SEE PLANS AND DETAILS FOR VARYING SLAB THICKNESSES

AND TRANSITIONS.

10. COORDINATE MECHANICAL EQUIPMENT PADS DETAIL W/ MECHANICAL

DRAWINGS AND DETAIL 6/SB204.

11. SEE SHEET SF601 FOR COLUMN SCHEDULE.

F13F12 F10

SB207

-2'-8"

2' 8"

SB208

SB206

SB207

SB208

[-2'-8"] [-2'-8"][-2'-8"]

[-2'-8"]

MECHANICAL YARD

COORDINATE w/ARCH, SITE, & MECH

T/ SLAB ELEV = 0'-0"

L" o.

AREA "K"

AREA "L"

AREA "G"

AREA "H"

SHEET

IDENTIFICATION

1 2 3 4 5

D R

B Y:

I G N

B Y:

E :

A M

E D

C O

N O

S O

N O

U S

Y C

O R

B Y:

US Army Corps of Engineers ®

" x

N U

T D

'-0

/ 2

:4 7 :

A I

G S

C I L

V I R

R T

E, V A

Baltimore District

D es ig ne r

A ut ho r

A pp ro ve r

F-

SB112

N O

N or fo lk

, V A

C he ck er

T I A

U N

D A

O N

A R

1 1

K D

N D

1/8" = 1'-0"

FOUNDATION PLAN - AREA 'L'

PLAN NORTH

164 8268

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

KEY PLAN

1. FOR GENERAL NOTES AND ABBREVIATIONS, SEE S-001.

2. FINISH FLOOR ELEVATION 118.17' (FFE) IS REFERENCE ELEVATION 0'-0".

3. INDICATES TOP OF WALL FOOTING ELEVATION FROM REFERENCE EL.

4. "SF"INDICATES STEP FOOTING. SEE 2/SB203 FOR DETAIL.

5. "F#" INDICATES FOOTING TYPE, SEE 6/SB202 FOR SCHEDULE.

[NO.] INDICATES TOP OF FOOTING ELEVATION FROM REFERENCE EL.

6. "P#" INDICATES CONC. PIER TYPE, SEE 1/SB203 FOR DETAIL.

[NO.] INDICATES TOP OF CONC. PIER ELEVATION FROM REFERENCE EL.

7. FOR TYPICAL SLAB-ON-GRADE CONSTRUCTION DETAILS, SEE 1/SB202.

SEE PLANS AND DETAILS FOR VARYING SLAB THICKNESSES AND

TRANSITIONS.

8. SEE 2/SB202 FOR DEPRESSED SLAB CONSTRUCTION.

9. FOR INTERIOR CONCRETE PAVING LAYOUT, JOINTS, AND DETAILS, SEE

SB201. SEE PLANS AND DETAILS FOR VARYING SLAB THICKNESSES

AND TRANSITIONS.

10. COORDINATE MECHANICAL EQUIPMENT PADS DETAIL W/ MECHANICAL

DRAWINGS AND DETAIL 6/SB204.

11. SEE SHEET SF601 FOR COLUMN SCHEDULE.

1 2 3 4 5 6 7 8 9 10 11 12 13 14 17

C.5

C.7

D.5

C.8

D.8

E.2

D.1

12.3 J

T1 T1 T1 T1 T1

T3T3 T4

T4 T3

T6T5T5 T1

T2T2T2T2T2T2T2T2T2

T2T2T2T2T2

T4 T4 T4 T3 T3 T3

T3 T3T4T4T4T3T3

T6 T6 T5 T5 T5T6

2.7

30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0"

1' - 9"

29' - 4" 15' - 4"

12' - 8"

22' - 4"

7' - 0" 7' - 0"

T/STEEL

EL. 20'-8"

T/STEEL

EL. 20'-8"

T/STEEL

EL. 20'-8"

T/STEEL

EL. 20'-8"

T/STEEL

EL. 20'-8"

T/STEEL

EL. SEE

ARCH.

T/STEEL

EL. 20'-8"

T/STEEL

EL. 50'-3"

T/STEEL

EL. 50'-3"

T/STEEL

RIDGE

T/STEEL LOW

EL. 39'-0"

T/STEEL HIGH

EL. 45'-3"

T/STEEL

EL. 39'-0"

T/STEEL LOW

EL. 39'-0"

T/STEEL HIGH

EL. 45'-3"

EL. 55'-3"

T/STEEL

RIDGE

EL. 55'-3"

T/STEEL HIGH

EL. 45'-3"

T/STEEL LOW

EL. 39'-0"

T/STEEL HIGH

EL. 24'-0"

T/STEEL LOW

EL. 17'-9"

T/STEEL HIGH

EL. 30'-3"

T/STEEL LOW

EL. 24'-0"

T/STEEL HIGH

EL. 37'-9"

T/STEEL LOW

EL. 31'-6"

T/STEEL HIGH

EL. 45'-3"

T/STEEL HIGH

EL. 24'-0"

T/STEEL LOW

EL. 17'-9"

T/STEEL HIGH

EL. 30'-3"

T/STEEL LOW

EL. 24'-0"

T/STEEL HIGH

EL. 37'-9"

T/STEEL

EL. 50'-3"

T/STEEL

EL. 24'-0"

T/STEEL

EL.31'-6"

T/STEEL

EL. 50'-3"

T/STEEL LOW

EL. 31'-6"

T/STEEL

EL. 19'-0"

EL. 16'-0"

EL. 24'-0"

J.B.E. LOW

EL. 21'-5"

T/STEEL HIGH

EL. 24'-0"

JBE

21'-5"

T/STEEL HIGH

24'-0"

T/STEEL

EL. SEE ARCH

T/STEEL

EL. 18'-4 1/4"

T/STEEL

EL. SEE

ARCH.

T/STEEL

EL. 31'-6"

. 2

1' -5

. 1

8' -8

T/STEEL

EL. 19'-0"

T/STEEL

EL. 16'-0"

T1T1 T1

SHEET

IDENTIFICATION

1 2 3 4 5

D R

B Y:

I G N

B Y:

E :

A M

E D

C O

N O

S O

N O

U S

Y C

O R

B Y:

US Army Corps of Engineers ®

" x

N U

T D

'-0

4 /

:2 5 :

A I

G S

C I L

V I R

R T

E, V A

Baltimore District

D es ig ne r

A ut ho r

A pp ro ve r

F-

SF101

N O

N or fo lk

, V A

C he ck er

A M

1 0

K D

N D

3/64" = 1'-0"

OVERALL FRAMING PLAN

NOTE:

1. SEE PARTIAL AREA FRAMING PLANS FOR STRUCTURAL FRAMING NOTES.

2. REFERENCE SHEETS SF401 & SF402 FOR GABLE ENDWALL FRAMING ELEVATIONS.

3. FRAMING BETWEEN GRID LINES "G" AND "J" SHALL BE COORDINATED WITH THE

INSTALLATION OF ANZIO ANNIE AND THE ATOMIC CANNON ARTIFACT PIECES AND

MUST BE ERECTED OUT OF SEQUENCE.

PLAN NORTH

0 10' 40'20'

SCALE: 3/64" = 1' - 0"

KEY PLAN

D.5

D.8

E.2

SF303

SF301

SF303

SF304

SF303

AREA "A"

AREA "B"

1' - 9"

29' - 4" 15' - 4" 12' - 8" 22' - 4"

T/STEEL

EL. 20'-8"

T/STEEL

EL. 20'-8"

T/STEEL

EL. 20'-8"

T/STEEL

EL. 20'-8"

T/STEEL

EL. SEE

ARCH.T/STEEL LOW

EL. 24'-0"

LT. GA. STEEL TRUSSES @ 48"o.c.

STEEL GIRDER

BELOW, TYP.

STEEL GIRDER

BELOW, TYP.

STEEL GIRDER

BELOW, TYP.

STEEL GIRDER

BELOW, TYP.

WT8x18

HSS10x4x3/8

5' - 1 1/4" 4'

OUTLINE

EXTERIOR

WALL

BELOW

OUTLINE

OF EXTERIOR

WALL

BELOW

HIP

RIDGE

SLOPE

SLOPESL

BELOW

SF308

@ DOOR OR

WINDOW…

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File details come from the government source that posted it. Updated Nov 14, 2017.