W9128F19B0008-Drawings.PDF

PDF 12 MB Posted Sep 23, 2019

Attached to: Renovation of the Wing Command Post 90, MW Building 250, F. E. Warren AFB, WY
Solicitation number: W9128F-19-B-0008
Issued by: Department of the Army Corps of Engineers Engineering District Omaha

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation is for the renovation of the Wing Command Post 90 in Building 250 and associated facilities at F.E. Warren Air Force Base in Wyoming. The solicitation will be issued on or about September 20, 2019 and close on or about October 20, 2019. This is a 100% total small business set-aside solicitation from the Department of the Army Corps of Engineers Omaha District. The estimated construction cost is between $1 million and $5 million.

The scope of work involves renovating approximately two-thirds of the basement in the north and east wings, totaling 11,468 square feet. This includes removing a portion of the existing concrete floor slab in the north wing, lowering the elevation by 14 inches, and pouring a new concrete slab. Interior non-load bearing partitions, finishes, restrooms and associated utilities will be demolished as required by the new floor plan. The contractor will construct new walls, restrooms, finishes, doors and associated utilities. The performance period is the proposed number of calendar days after receipt of notice to proceed, not to exceed 365 calendar days. Liquidated damages will be included for failure to complete on time.

From the source

Drawings for W9128F-18-B-0008 Renovation of the Wing Command Post 90, NW Building 250, FE Warren, WY

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Other files

File	Type	Posted
19B0008 (OF 1419A) Page 3.pdf	PDF	Dec 13, 2019
19B0008 (OF 1419A) Page 2.pdf	PDF	Dec 13, 2019
19B0008 (OF 1419).pdf	PDF	Dec 13, 2019
Am_0004.pdf	PDF	Dec 11, 2019
BIM File Instructions.pdf	PDF	Dec 5, 2019
Am_0003.pdf	PDF	Dec 5, 2019
Am_0003-Drawings.pdf	PDF	Dec 5, 2019
Am_0002.pdf	PDF	Dec 3, 2019
Am_0001.pdf	PDF	Oct 28, 2019
W9128F19B0008-Specs.pdf	PDF	Sep 23, 2019

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US Army Corps of Engineers

OMAHA DISTRICT

SOLICITATION NO. W9128F-19-B-0008

RENOVATE WING COMMAND POST 90

MW BUILDING 250

FE WARREN AFB, WYOMING

GHLN 09-1011

ADVERTISEMENT SET

SEPTEMBER 2019

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

INDEX

SHEET SEQUENCE NUMBER

w/ Level 2 Designator

DISCIPLINE DESIGNATOR

M - 2 0 1

2. DISCIPLINE DESIGNATORS:1. SHEET IDENTIFICATION NUMBERS:

RESOURCE

TELECOMMUNICATIONS

ELECTRICAL

MECHANICAL

PROCESS

PLUMBING

FIRE PROTECTION

EQUIPMENT

INTERIORS

ARCHITECTURAL

STRUCTURAL

LANDSCAPE

CIVIL

GEOTECHNICAL

SURVEY / MAPPING

HAZARDOUS MATERIALS

GENERAL

Designator)

RELEASE 3.0 for Level 2

(see A/E/C CADD STANDARD

INDEX LEGEND:

SHEET TYPE DESIGNATOR

3. SHEET TYPE DESIGNATORS:

3D REPRESENTATIONS

USER DEFINED

SCHEDULES & DIAGRAMS

DETAILS

LARGE-SCALE VIEWS

SECTIONS

ELEVATIONS

PLANS

GENERAL

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

O M

A H

N E

B R

A S

K A

OMAHA DISTRICT

O M

A H

A D

T R

F E

G -0

.d g n

L .B .C

E X

G-002

R E

N O

V A

T E W

G C

O M

M A

N D P

O S

M W B

F E W

A R

R E

N A

F B

W Y

O M

H L

-1

W F -1

-B -0

W R

N -B -7

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

ABBREVIATIONS

ANGLE

ACOUSTICAL WALL TREATMENT

AMERICAN WIRE GAUGE

AVERAGE

AUTOMATIC

ACOUSTICAL TILE CEILING

ASSISTANT

ASPHALT

ASBESTOS

INSTITUTE

AMERICAN REFRIGERATION

ARCHITECTURAL OR ARCHITECT

APPROXIMATE

APPROVED

ACCESS PANEL

INSTITUTE

AMERICAN NATIONAL STANDARDS

AMPERE

ALTERNATE

ACTIVE LEAF

ALUMINUM

CONSTRUCTION

AMERICAN INSTITUTE of STEEL

(SYM RMS)

AMPS INTERRUPTING CAPACITY

AREA INLET

AIR HANDLING UNIT

AGGREGATE

AQUEOUS FILM FORMING FOAM

ABOVE FINISH FLOOR

ARC FAULT CIRCUIT INTERRUPTOR

ADMINISTRATION/ADMINISTRATIVE

AREA DRAIN

ACCESS DOOR

ACOUSTIC

REINFORCED

ALUMINUM CABLE - STEEL

AMERICAN CONCRETE INSTITUTE

AIR CONDITIONING

ALTERNATING CURRENT

ANCHOR BOLT

AWT

AWG

AVG

AUTO

ATC

ASSIST.

ASPH

ASB

A.R.I.

ARCH

APPROX

APPD

ANSI

AMP

ALT

A.L.

ALUM

AISC

AIC

A.I.

AHU

AGGR

AFFF

AFF

AFCI

ADMIN

ACST

ACSR

ACI

A/C

BUILT-UP ROOFING

BTU PER HOUR

BRITISH THERMAL UNIT

BENT

BRACKET

BRICK

BEARING

BRIDGING

BRACING

BULLETPROOF (BULLET-RESISTANT)

BOTTOM

BOTTOM OF

BENCH MARK

BEAM

BLOCKING

BLOCK

BUILDING

BUILDING LINE

BITUMINOUS

BRICK EXPANSION JOINT

BOUNDARY

BOARD

BOOKCASE

BULLETIN BOARD

BATT INSULATION

BUR

BTUH

BTU

BRKT

BRK

BRG

BRDG

BRCG

BPRF

BOT

B.O.

BLKG

BLK

BLDG

BITUM

BEJ

BDRY

BATT INSUL

COLUMN

CARBON DIOXIDE

CARBON MONOXIDE

CLEANOUT

COUNTER

SHTS)

CONDUIT (FOR RACEWAY-ELEC.

CONCRETE MASONRY UNIT

CORRUGATED METAL PIPE

CLEAR WIRE GLASS

CLOSED

CLOSET

CAULKING

CEILING

CENTER LINE

CIRCUIT BREAKER

CIRCUIT

CHECKED

CONSTRUCTION JOINT

CONTROL JOINT

CIRCULAR

CAST IRON

CURB INLET

CHIMNEY

CERAMIC FLOOR TILE

CUBIC FEET PER SECOND

CUBIC FEET PER MINUTE

CEMENT

COVER ELEVATION

CIRCUIT BREAKER

CATCH BASIN

CENTER TO CENTER

CAPACITY

COL

CNTR

CND

CMU

CMP

CLWG

CLOS

CLO

CLKG

CLG

CKT BRKR

CKT

CKD

CIRC

CHIM

CFT

CFS

CFM

CEM

C TO C

CAP

CYLINDER

CERAMIC WALL TILE

COLD WATER

CEILING VENT

CUBIC YARDS

CABINET UNIT HEATER

CONDENSING UNIT

CENTER

CARPET TILE

CURRENT TRANSFORMER

CERAMIC TILE

CASEMENT

CAST STONE TILE

COUNTER SUNK

COURSE

CARRIAGE

CORROSIVE RESISTANT STEEL

CARPET

CYCLES PER SECOND (HERTZ)

COMPRESSIBLE

CEMENT PLASTER

COVERED

CORRIDOR

CORNER

CONTINUOUS

CONSTRUCTION JOINT

CONSTRUCTION

CONNECTION

CONFERENCE

CONCRETE

COMMUNICATION

COMBUSTION

COMBINATION

COMMON

CYL

CWT

CU YD

CUH

CTR

CTL

CSMT

CST

CSK

CRSE

CRG

CRES

CPT

C.P.S. ~

CPRS

CPL

COV

CORR

COR

CONT

CONSTR JT.

CONSTR

CONN

CONF

CONC

COMM

COMB

COM

C (cont.)

DWLS

DWG

DMPF

D & M

DISTR

DISC

DISSEM

DIR

DIM

DIAG

DIA or Ø

DHW

DET

DEPT

DEPR

DEG

DCW

DCL

DCJT

DCJ

DBL

DAT

DIRECT EXPANSION

DOWELS

DRAWING

DOWNSPOUT

DRAIN

DOOR

DAMPPROOFING

DOWN

DRESSED & MATCHED

DISTRIBUTION

DISCONNECT

DISSEMANATION

DIRECTOR

DIMENSION

DIAGONAL

DIAMETER

DOMESTIC HOT WATER

DUCT HEATER

DOUBLE HUNG

DRINKING FOUNTAIN

DETAIL

DEPARTMENT

DEPRESSION

DEGREE

DOMESTIC COLD WATER

DOOR CLOSER

DUMMY CONTOL JOINT

DOWELED CONTROL JOINT

DIRECT CURRENT

DOUBLE

DRY BULB

DATUM

DOUBLE ACTING

PENNY (as in nail - 10d)

EXTERIOR

EXPLOSION PROOF

EXPANSION

EXPOSED

EXISTING

EXHAUST

EXIT DEVICE

EXCAVATE

ENTERING WATER TEMPERATURE

ELECTRIC WATER COOLER

ESTIMATE

EACH SIDE

EQUIPMENT

SWITCHEQUAL

EMERGENCY POWER DOWN

ENTRANCE

ENCLOSURE

ESTIMATED MAXIMUM DEMAND

ELEVATOR

ELECTRIC or ELECTRICAL

ELEVATION - GRADE OR BUILDING

EXPANSION JOINT

SYSTEM

EXTERIOR INSULATION & FINISH

EMERGENCY EYEWASH & SHOWER

ENTERING AIR TEMPERATURE

EXHAUST AIR

EACH

EAST

EXT

EXPL

EXP

EXIST

EXH

EXD

EXC

EWT

EWC

EST

EQUIP

EPDS

ENTR

ENCL

EMD

ELEV

ELEC

EIFS

EES

EAT

FWC

FUR

FTG

FPM

FLUOR

FLG

FLEX

FLASH

FLR

FIXT

FIN

FIG

FHC

F.E.S

FEC

FEB

FDN

FCJ

FCG

FABRIC WALLCOVERING

FIRE WATER

FURRING

FOOTING

FEET

FULL SIZE

FRAME

FEET PER MINUTE

FIREPROOF

FIRE PROTECTION

FLUORESCENT

FLOORING

FLEXIBLE

FLASHING

FLOOR

FIXTURE

FINISH

FIGURE

FIRE HOSE CABINET

FIRE HYDRANT

FLARED END SECTION

FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHER BRACKET

FIRE EXTINGUISHER

FOUNDATION

FIRE DAMPER

FLOOR DRAIN

FLOOR CONSTRUCTION JOINT

FACING

FOOTCANDLE

FRESH AIR

FAHRENHEIT

GLAZED WALL TILE

GYPSUM WALL BOARD

GYPSUM

GUTTER

GRAZED STRUCTURAL UNIT

GRATING

GALVANIZED RIGID STEEL CONDUIT

GRADE

GALLONS PER MINUTE

GROUND

GOVERNMENT

GUTTER LINE

GLASS

GALVANIZED IRON

GROUND FAULT INTERRUPTOR

EQUIPMENT

GOVERNMENT FURNISHED

INSTALLED

EQUIPMENT GOVERNMENT

GOVERNMENT FURNISHED

INSTALLED

EQUIPMENT CONTRACTOR

GOVERNMENT FURNISHED

INTERRUPTOR

GROUND FAULT CIRCUIT

GENERAL

GRADE CLEANOUT

GALVANIZED

GALLON

GAGE or GAUGE

NATURAL GAS

GWT

GWB

GYP

GUT

GSU

GRTG

GRS

GPM

GND or GRND

GOVT

G.F.I. or GFI

GFE

GFE/GI

GFE/CI

GFCI

GEN

GCO

GALV

GAL

HERTZ

HYDRAULIC

HOT WATER HEATER

HOT WATER

HEADWALL

HEATER

HEATING

PLASTERHEIGHT

HIGH - STRENGTH GYPSUM

HIGH STRENGTH

HOUR

HIGH POINT

HIGH PRESSURE

HORSEPOWER

HOLLOW METAL

HAND HOLE

HARDWARE

HANDRAIL

HEADER

HIGH DENSITY POLYETHYLENE

HARDBOARD

HEAD

HALON CONTAINMENT DAMPER

HANDICAP

HOSE BIBB

HYDR

HWH

HDWL

HTR

HTG

HSGYP

H.PT.

HDW

HNDRL

HDR

HDPE

HDBD

HCD

JOINT

JOIST

JUNCTION

JUNCTION BOX

JANITOR CLOSET

JST

JCT

J-BOX

KILOWATT HOUR

KILOWATT

KILOVOLT AMPERE REACTIVE

KILOVOLT AMPERE

KILOVOLT

KICK PLATE

KEY LOCK

KITCHEN

KILOPOUND (1000 LBS)

KILO CIRCULAR MIL

KEY

THOUSAND

kWh kW kVAR kVA kV

KPL

KIT

KIP

kcmil or KCM

LWT

LVP

LT WT

LTG

L.R.

LPT

LPS

LONG

LNTL

LIS

LIN

LDG

LBS

LBR

LAV

LAU

LAT

LAB

LEAVING WATER TEMPERATURE

LOW VOLTAGE POWER

LIGHT WEIGHT

LIGHTING

LIGHT

LONG RADIUS

LIVING ROOM

LOW POINT

LIGHT PROOF SHADE

LONGITUDINAL

LINTEL

LUMEN

LAWN IRRIGATION SYSTEM

LINEAR

LENGTH

LOAD

POUNDS

LUMBER

LAVATORY

LAUNDRY

LEAVING AIR TEMPERATURE

LABORATORY

MTL

MTD

MSTC

MSL

MSB

MOT

MLDG

MIN

MGT

MFR

MFG

MER

MECH

MCJ

MCC

M & B

MAX

MAT

MAS

MAINT

MACH

METAL

MOUNTED

METAL THRESHOLD

MASTIC

MEAN SEA LEVEL

MAIN SWITCH BOARD

MOTOR

MASONRY OPENING

MOLDING (MOULDING)

MONOLITHIC

METAL LATH

MINIMUM

MANHOLE

MANAGEMENT

MATTE - GLAZED TILE

MOTOR GENERATOR

MANUFACTURER

MANUFACTURING

MECHANICAL EQUIPMENT ROOM

MECHANICAL

MASONRY CONTROL JOINT

MOTOR CONTROL CENTER

MOLDED CASE

MEDICINE CABINET

MATCHED & BEADED

MAXIMUM

MATERIAL

MASONRY

MAINTENANCE

MACHINE

MIXED AIR

THOUSAND

NOT REQUIRED

NORMALLY OPEN

NUMBER

NOT IN CONTRACT

ASSOCIATION

NATIONAL FIRE PROTECTION

MANUFACTURERS ASSOCIATION

NATIONAL ELECTRICAL

NATIONAL ELECTRICAL CODE

NON COMMISSIONED OFFICER

NORMALLY CLOSED

NORTH

N.R.

NO.

NIC

NFPA

NEMA

NEC

NCO

OS & Y

O.R.

OPS

OPP

OPNG

OGL

OFF

OCEW

O.C.

OWGL

OBSC

OUTSIDE SCREW & YOKE

OBSERVATION RISER

OPERATIONS

OPPOSITE

OPENING

OVERHEAD

OBSCURE GLASS

OFFICE

OVERFLOW DRAIN

OUTSIDE DIAMETER

ON CENTER EACH WAY

ON CENTER

OBSCURE WIRE GLASS

OBSURE

OUTSIDE AIR

PVMT

PVC

PTN

PTD

P.T.

PSI

PSF

P.S.

PRV

PROJ

PROC

PREFIN

PREFAB

PPM

PORC

POL

PNL

PLYWD

PLG

PLC

PLBG

PLAT

PLAS

PLAM

PL or P

PIV

P.E.

PERF

P.C.

P.C.C.

PBS

PART

PASS WINDOW

PAVEMENT

POLYVINYL CHLORIDE (PLASTIC)

PARTITION

PAINTED

TRANSFORMER

POTENTIAL (VOLTAGE)

POINT

POINT OF TANGENCY

POUNDS per SQUARE INCH

POUNDS per SQUARE FOOT

PRESSED STEEL

PRESSURE REDUCING VALVE

PRESSURE REGULATING VALVE

PROJECT

PROCESSING

PREFINISH

PREFABRICATE

PAIR

PARTS PER MILLION

PORCELAIN

PETROLEUM, OIL, LUBRICANT

POLISHED

PANEL

PLYWOOD

PILING

CONTROLLER

PROGRAMMABLE LOGICAL

PLUMBING

PLATFORM

PLASTER

PLASTIC LAMINATE

PLATE

POST INDICATOR VALVE

POINT OF INTERSECTION

PHASE

POLYETHYLENE

PERFORATED

PIECE

POINT OF CURVE

PORTLAND CEMENT CONCRETE

PUSH BUTTON STATION

PULL BOX

PARTICLE

PUBLIC ADDRESS

POLE

QUARTER ROUND

QUARTER

QUARRY TILE

QUART

1/4 RD

QTR

ROUGH

RAISED FLOOR SYSTEM

ROOFING

REVISION

RESILIENT

REQUIRED

REPRODUCE

REMOVABLE

REINFORCE

REFRIGERATOR

REFERENCE

RECTIFIER

RECREATION

RECEPTACLE

RIDGE

ROOF DRAIN

RECEIVER

REINFORCED CONCRETE PIPE

REMOTE CONTROL

RUBBER

RESILIENT BASE

RETURN AIR REGISTER

RETURN AIR GRILLE

RETURN AIR

RELIEF AIR

RANGE

RADIUS

RISER

RGH

RFS

RFG

REV

RESIL

REQD

REPRO

REM

REINF

REG

REFR

REF

RECT

RECR

RECPT

RDGE

RCVR

RCP

RBR

RAR

RAG

SYMM

SWBD

SVF

SUSP

SUB FL

STWY

STRUCT

STR

ST PR

STOR

STN

STL

STD

STC

STA

SST

SSMR

SQ or

SPKR

SPH

SPF

SPEC

SPCL

SOV

SJI

SIM

SHTHG

SHT

SHLDR

SFU

S.F.

SEQ

SECT

SDI

SCUT

SCT

SCR

SCIF

SCHED

S.B.

SYMMETRICAL

SWITCHBOARD

SWITCH

SHEET VINYL FLOORING

SUSPEND

SUBFLOOR

STAIRWAY

STRUCTURAL

STRINGER

STATIC PRESSURE

STORAGE

STONE

STEEL

STANDARD

SOUND TRANSMISSION CLASS

STATION

STAINLESS STEEL

STANDING SEAM METAL ROOFING

SQUARE

SPEAKER

SPACE HEATER

SOUNDPROOF

SPECIFICATION

SPECIAL

SHUT OFF VALVE

STEEL JOIST INSTITUTE

SIMILAR

SHEATHING

SHEET

SHOULDER

STRUCTURAL FACING UNIT

SQUARE FOOT (FEET)

SEQUENCE

SECTION

STEEL DECK INSTITUTE

SUBDRAIN

SMOKE DAMPER

SCUTTLE

STRUCTURAL CLAY TILE

SCREW

INFORMATION FACILITY

SENSITIVE COMPARTMENTED

SCHEDULE

SECURITY BARS

SPLASH BLOCK

SUPPLY AIR

SOUTH

UTIL

UPS

UNFIN

UNEX

UNIT VENTILATOR

UTILITY

URINAL

UNINTERRUPTIBLE POWER SYSTEM

UNFINISH

UNEXCAVATED

UNDERWRITERS LABORATORIES

UNIT HEATER

UNDERGROUND

UNIT COOLER

VINYL-WALL COVERING

VENT THRU ROOF

VOLTAGE TRANSFORMER

VINYL-TILE

VENT STACK

VOLTAGE REGULATOR

VAPOR RETARDER

VERTICAL POINT OF TANGENCY

VERTICAL POINT OF INTERSECTION

VERTICAL POINT OF CURVATURE

VOLUME

VARIABLE FREQUENCY DRIVE

VESTIBULE

VERTICAL

VENTILATOR

VENTILATION

VOLUME DAMPER

VAULT DOOR

VINYL COMPOSTION TILE

VITRIFIED CLAY PIPE

VOLT

VWC

VTR

V.P.T.

V.P.I.

V.P.C.

VOL

VFD

VEST

VERT

VENT

VCT

VCP

WOVEN WIRE MESH

WELDED WIRE FABRIC

WEIGHT

WAINSCOT

WASTE STACK

WARDROBE

WATER PROOFING

WEATHER PROOF

WORK SHOP

WROUGHT IRON

WHITE

WATTHOUR METER

WALL HYDRANT

WIRED GLASS

WIDE FLANGE

WINDOW

WOOD DOOR

WOOD BLOCKING

WASTE DRAIN

WOOD

WATER CLOSET

WET BULB

WITHOUT

WITH

WIRE

WEST

WWM

WWF

WSCT

WRB

WKSH

WHT

WHM

WGL

WDW

WD. DR.

WD. BLK.

W.D.

W/O

TRANSFORMERXFMR

YARD DRAIN

YARD

I.E.

I or EF

INVERT ELEVATION

INSIDE DIAMETER

INSULATED CASE

INTERCOM

IRON

I (cont.)

INV

INT

INSUL

IESNA

IRON PIPE

INVERT or INVERTER

INTERIOR

INSULATION

INCHES

SOCIETY of NORTH AMERICA

ILLUMINATION ENGINEERING

R (cont.)

RAISED PATTERN RUBBER TILE

REVOLUTIONS PER MINUTE

RND

ROOM

RELATIVE HUMIDITY

RPRT

RPM

RND

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

O M

A H

N E

B R

A S

K A

O M

A H

A D

T R

OMAHA DISTRICT

F E

G -0

.d g n

TYP

TSTAT

TRANS

TOPO

TOIL

T.C.

TK BD

THRES

THK

TGL

TERM

TER

TEMP

TEL

TECH

TDD

TCA

TAN

TYPICAL

TELEVISION

THERMOSTAT

TRANSVERSE

TOPOGRAPHY

TOILET

TOP OF CURB

TOP OF

TACK BOARD

THRESHOLD

THICKNESS

TOGGLE

TERMINAL

TERRAZZO

TEMPERATURE

TELEPHONE

TECHNICAL

TOP ELEVATION

TUBULAR DAYLIGHTING DEVICE

TILE COUNCIL of AMERICA

TANGENT

TREAD

L .B .C

A B

B R

E V

N S

G-003

R E

N O

V A

T E W

G C

O M

M A

N D P

O S

M W B

F E W

A R

R E

N A

F B

W Y

O M

-1

W R

N -B -7

W F -1

-B -0

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

O M

A H

N E

B R

A S

K A

O M

A H

A D

T R

OMAHA DISTRICT

F E

G -0

.d g n

L .B .C

L E

G E

N D

G-004

Room name

PLAN NORTH

Name

Elevation

Rm_Occupancy

Room

150 SF

EGRESS :Egress_ID

Egress_Length

MODSEC.

20 x 12

20 x 12 RG

20 x 12 SG

700 CFM

20 x 12 GR

20 x 12 SR

700 CFM

20 O/

700 CFM

12 x 12

700 CFM

12 x 6

COVER BOARD

PLYWOOD

EXTERIOR CEMENT BOARD

EXTERIOR GYPSUM SHEATHING

THERMODYNAMIC TRAP

BUCKET TRAP

THERMOSTATIC TRAP

FLOAT TRAP

COMPRESSED AIR

VACUUM

FIRE LINE

UNDERSLAB FIRE LINE

FOAM CONCENTRATE

FOR AFFF SYSTEMS

GLOBE VALVE

O, S, & Y GATE VALVE

W/TAMPER SWITCH

GATE VALVE

WAFER CHECK VALVE

HOSE GATE VALVE

PLUG VALVE OR BALANCING COCK

NEEDLE VALVE

POLYISOCYANURATE RIGID INSULATION

EXTRUDED POLYSTYRENE RIGID INSULATION

EXPANDED POLYSTYRENE RIGID INSULATION

MINERAL WOOL SEMI RIGID INSULATION

FIBERGLASS SEMI RIGID INSULATION

FIBERGLASS BATT INSULATION

STONE

CMU

BRICK

SAND, EIFS FINISH COAT, OR CEMENT PLASTER

SOIL

CONCRETE/ PRECAST CONCRETE

HIGH PRESSURE STEAM

MEDIUM PRESSURE STEAM

LOW PRESSURE STEAM

HIGH PRESSURE CONDENSATE

MEDIUM PRESSURE CONDENSATE

LOW PRESSURE CONDENSATE

PUMPED CONDENSATE

FEED WATER

HIGH TEMPERATURE WATER SUPPLY

HIGH TEMPERATURE WATER RETURN

HOT WATER HEATING SUPPLY

HOT WATER HEATING RETURN

GLYCOL HOT WATER HEATING SUPPLY

GLYCOL HOT WATER HEATING RETURN

BOILER BLOW-DOWN

FUEL OIL GAGE LINE

FUEL OIL SUPPLY

FUEL OIL FILL

FUEL OIL RETURN

FUEL OIL TANK VENT

GAS

F & T TRAP

FOV

FOR

FOF

FOS

FOG

BBD

GHWR

GHWS

HWR

HWS

HTWR

HTWS

LPC

MPC

HPC

LPS

MPS

HPS

STRAINER

RELIEF VALVE

MOTOR OPERATED VALVE

TEMPERATURE REGULATING VALVE

SOLENOID VALVE

PRESSURE REDUCING VALVE

FLOAT VALVE

BUTTERFLY VALVE

BALL VALVE

CALIBRATED BRONZE BALANCING VALVE OR

ANCHOR

EXPANSION JOINT, SLIDING

EXPANSION JOINT, BELLOWS

ELBOW DOWN

ELBOW UP

TEE DOWN

TEE UP

CAP

UNION

PIPE INCREASER OR DECREASER

FLANGE

BLIND FLANGE

FLEXIBLE CONNECTION

FLEXIBLE DUCT

TURNING VANES

SMOKE DAMPER

SHOW HORIZ. POS.

SHOW VERTICAL POS.

FIRE DAMPER:

ACCESS PANEL (AP)

ACCESS DOOR (AD)

AUTOMATIC DAMPERS MOTOR OPERATED

VOLUME DAMPER MANUAL OPERATION

SPLITTER DAMPER

STANDARD BRANCH FOR SUPPLY

& RETURN (NO SPLITTER)

ON BOTTOM IF APPLICABLE

FLAT ON TOP OR F.O.B. FLAT

TRANSITIONS: GIVE SIZES. NOTE F.O.T.

IN DIRECTION OF AIR FLOW

INCLINED RISE (R) OR DROP (D) ARROW

DUCT SECTION (EXHAUST OR RETURN)

DUCT SECTION (SUPPLY)

DIRECTION OF FLOW

FOR NET FREE AREA

ACOUSTICAL LINING DUCT DIMENSIONS

2ND FIGURE, SIDE NOT SHOWN)

DUCT (1ST FIGURE, SIDE SHOWN

(BY STATIC PRESSURE CLASS)

POINT OF CHANGE IN DUCT CONSTRUCTION

POWER OR GRAVITY ROOF

VENTILATOR-EXHAUST (ERV)

POWER OR GRAVITY ROOF

VENTILATOR-SUPPLY (SRV)

UNIT HEATER (HORIZONTAL)

UNIT HEATER (VERTICAL)

DOOR GRILLE

PARALLEL BLADE DAMPERS

OPPOSED BLADE DAMPERS

FLOW DIRECTION

(TYPE AS SPECIFIED) INDICATE

SUPPLY OUTLET, CEILING, RECTANGULAR

CEILING (INDICATE TYPE)

SUPPLY OUTLET, CEILING ROUND

FLOW DIRECTION

EXHAUST OR RETURN AIR INLET

+ INTEGRAL VOL. CONTROL)

SUPPLY REGISTER (SR) (A GRILLE

GRILLE (NOTE AT FLR. OR CLG.)

RETURN (RG) OR EXHAUST (EG)

SUPPLY GRILLE (SG) DOMESTIC COLD WATER

DOMESTIC HOT WATER

SANITARY

VENT

WALL CLEANOUT

FCO

DHWR

DHW

DCW

CWS

CWR

CHWS

CHWR

GCWS

GCWR

COND CONDENSATE DRAIN LINE

GLYCOL CHILLED WATER RETURN

GLYCOL CHILLED WATER SUPPLY

CHILLED-HOT WATER RETURN

CHILLED-HOT WATER SUPPLY

THERMOSTATIC EXPANSION VALVE

REFRIGERANT STRAINER

CONDENSER WATER RETURN

CONDENSER WATER SUPPLY

CHILLED WATER RETURN

CHILLED WATER SUPPLY

REFRIGERANT SUCTION

REFRIGERANT DISCHARGE (HOT GAS)

REFRIGERANT LIQUID

H HUMIDITY SENSOR

PRESSURE SENSOR

EMCS SENSOR

MANUAL OVER-RIDE SWITCH

NIGHT THERMOSTAT

TEMPERATURE SENSOR

1 HR FIRE

2 HR FIRE

3 HR FIRE

4 HR FIRE

1 HR FIRE/SMOKE WALL

2 HR FIRE/SMOKE WALL

3 HR FIRE/SMOKE WALL

4 HR FIRE/SMOKE WALL

MATCH LINE

CENTER LINE

SHEET KEYNOTE

FLOOR LEVEL & NAME

SPOT ELEVATION

DIRECTION OF SIGHT OF PHOTOGRAPH

EQUIPMENT NUMBER

WALL AND PARTITION TYPES

WINDOW TYPES

DOOR NUMBER

COLUMN LINES NUMBER-LETTER (OPPOSITE DIR.)

EGRESS ROUTE ID AND SECTION LENGTH

ROOM OCCUPANCY & AREA

ROOM NAME/NUMBER

SECTION/DETAIL IS DRAWN

PLATE NUMBER WHERE

EXTERIOR ELEVATION

SECTION/DETAIL IS DRAWN

PLATE NUMBER WHERE

INTERIOR ELEVATION

A101

SECTION/DETAIL IS DRAWN

PLATE NUMBER WHERE

PLAN, BLOW-UP DETAILA-101

A101

SECTION

SECTION/DETAIL IS DRAWN

PLATE NUMBER WHERE

* SHEET NUMBERS OMITTED IF SECTION IS

CUT AND DETAILED ON SAME DRAWING.

ARCHITECTURAL LEGEND

HEATING

MISCELLANEOUS PIPING

VALVES & FITTINGS

AUTOMATIC BALANCING VALVE AS INDICATED

1. THESE LEGENDS ARE COMPOSED OF STANDARD SYMBOLS AND ARE PERTINENT TO

THE CONDITIONS ON THIS SET OF DRAWINGS TO THE EXTENT APPLICABLE.

2. ADDITIONAL LEGENDS AND/OR ANOTHER LEGEND SHEET MAY APPEAR IN THIS

SET OF DRAWINGS TO INDICATE SPECIFIC CONDITIONS IN LIEU OF SYMBOLS SHOWN

ON THIS SHEET.

3. EXISTING FACILITIES TO BE REMOVED ARE INDICATED BY USE OF THESE SYMBOLS

NOTES:

GENERAL

AND HATCHED THUSLY.

FIRE RATED WALL SYMBOLS:

OR SENSOR (AS INDICATED)

OUTDOOR AIR THERMOSTAT

THERMOSTAT

FOR ADDITIONAL LEGEND

SEE TEMPERATURE CONTROL DRAWINGS

TEMPERATURE CONTROLS

ARCHITECTURAL SYMBOLS

DUCTWORK

MECHANICAL LEGEND

PLUMBING

REFRIGERATION

STANDARD NORTH ARROWS

TRUE NORTH INDICATION

NORTH ARROW w/

SECTION IDENTIFICATION

ELEVATION IDENTIFICATION

(TYPE AS SPECIFIED) INDICATE

Ref

SIM

1 A

VAC

GYPSUM WALL BOARD

COATED GLASS MAT WATER RESISTANT GWB

ROADS

WALKS

CULVERT

77.2

OR OR

PIV

MW-2

MW-1

DH-2 DH-2

PIV

BUILDINGS

CURB & GUTTER

RAILROAD

CONTOURS

STORM DRAIN

DIRECTION OF DRAINAGE

SPOT GRADE ELEVATIONS

SUBDRAIN

FIRE WATER LINE

FORCE MAIN

SANITARY SEWER

WATER LINE

SUBDRAIN OUTLET LINE

OBSERVATION RISER

UTILITY LINE

WASTE DRAIN

SUBDRAIN FLUSHING &

AREA INLET

FIRE HYDRANT

POST INDICATOR VALVE

MONITORING WELL

CONTROL POINT

DRILL HOLE

CURB INLET

DEPENDING ON TYPE OF

OR SERVICE STOP & BOX

PROPERTY LINE MONUMENT

FIRE PROTECTION WATER LINE

MANHOLE SELF EXPLANATORY

GATE VALVE & VALVE BOX

WOOD

WOVEN WIRE

BARBED WIRE

CHAIN LINK SECURITY

NEWEXISTING

FENCES

CIVIL LEGEND

A-7A-5 A-6 A-7 A-8

SECTION NUMBER

WHERE SECTION IS SHOWN *

SHEET NUMBER OF DRAWING

WHERE SECTION IS CUT *

SHEET NUMBER OF DRAWING

WHERE SECTION IS SHOWN

IS CUT WILL BE LISTED ONLY ON DRAWING

ANY ADDITIONAL DRAWINGS WHERE SECTION

DOMESTIC HOT WATER RECIRC.

FPWH FREEZEPROOF WALL HYDRANT

HOSE BIBB

WCO

FLOOR CLEANOUT

NG NATURAL GAS

FLOOR DRAINFD

FD FLOOR DRAIN

R E

N O

V A

T E W

G C

O M

M A

N D P

O S

M W B

F E W

A R

R E

N A

F B

W Y

O M

-1

W R

N -B -7

W F -1

-B -0

HH#2 MH#4

H CO F

I D P

WFITSSVOSY

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

POLE, NO., LENGTH, AND CLASS AS INDICATED

CLASS 7 SOIL) "MT" INDICATES TWIN EYE ANCHOR ROD

(ANCHOR STRENGTH IS BASED ON HOLDING POWER IN

DOWN GUY AND ANCHOR. STRENGTH IN LBS. INDICATED

OVERHEAD COMMUNICATIONS LINE

EXTERIOR ELECTRICAL LEGEND

EXIST NEW

LUMINAIRES AND APPROX. HORIZ. AIMING

INSTALLATION. ARROWS INDICATE NO. OF

POLE MOUNTED FLOODLIGHTING

CONDUCTOR AND LINE VOLTAGE AS INDICATED.

SERVICE DROP NO., SIZE AND TYPE OF

OVERHEAD POWERLINE-SECONDARY OR

VOLTAGE AS INDICATED

NO., SIZE, AND TYPE OF CONDUCTORS AND LINE

OVERHEAD POWERLINE-PRIMARY DISTRIBUTION.

SIZE AND TYPE OF WIRE AS INDICATED.

LIGHTING CIRCUIT RESPECTIVELY. NO.,

SERIES STREET LIGHT AND AIRFIELD

OR PER CROSS SECTION DETAIL

LINE). NO., SIZE AND VOLTAGE OF CABLE AS INDICATED

ELECTRICAL POWER LINE, "C" A COMMUNICATIONS TYPE

MIN. IF NOT IDENTIFIED). LETTER "P" INDICATES

SPECS). NUMERAL INDICATES QUANTITY OF DUCTS (4"

UNDERGROUND DUCT LINE, CONCRETE ENCASED (SEE

ANSI (C84.1) VOLTAGE CONFIGURATION AS INDICATED.

CONCRETE PAD MOUNTED TRANSFORMER INSTALLATION

NUMBER, SIZE, AND TYPE OF CABLE AS INDICATED

VOLTAGE), "C" A COMMUNICATIONS TYPE LINE.

CABLES ARE USED), "S" SECONDARY POWER (LOW

PRIMARY POWER (#8 MIN. IF SINGLE-CONDUCTOR

DIRECT BURIED LINE. THE LETTER "P" DESIGNATES

AND RACEWAY AS DESCRIBED ( * ) OR DETAILED

CONFIGURATIONS. NO. AND SIZE OF CONDUCTORS

UNDERGROUND DISTRIBUTION-MISC.

NO., AND TYPE AS INDICATED

PULLBOX, HANDHOLE OR MANHOLE.

VAULT (POWER OR CONTROLS)

UNDERGROUND ELECTRICAL EQUIPMENT

CABINET OR EQUIPMENT ASSEMBLY

ELECTRICAL EQUIPMENT IN PAD MOUNTED

NUMERAL IF PRESENT DESIGNATES KVA RATING

CONFIGURATION AS INDICATED, SINGLE

FENCED APPLICATONS. ANSI VOLTAGE

INDIVIDUAL TRANSFORMER FOR OVERHEAD OR

PHOTOELECTRIC CONTROL RELAY

AERIAL AUTOMATIC RECLOSER.

AERIAL AUTO SECTIONALIZER

(COUNTERPOISE) (BARE COPPER) SIZE AS INDICATED

GROUNDING SYSTEM. ELECTRODE AND CONDUCTOR

LIMITS OF CONDUIT CASING OR SLEEVE

CAPPED CONDUIT

DRAWOUT FUSE ASSEMBLY

RESPECTIVELY, SIZE AS INDICATED

FUSE-POWER AND CONTROL APPLICATIONS

BUS NUMBER FOR ANALYSIS AND REFERENCE ONLY

VOLTAGE RATING AND SIZE AS INDICATED

FUSED CUTOUT OR FUSED SWITCH ASSEMBLY.

FRAME SIZE WITH ADJUSTABLE TRIP SETTINGS.

MOLDED CASE CIRCUIT BREAKER OF A GIVEN

THREE POLE UNLESS DESIGNATED '1P' OR '2P'.

MOLDED CASE CIRCUIT BREAKER, FIXED TRIP.

MOLDED CASE CB TYPE). SIZE AS INDICATED.

INDICATES INSULATED CASE, "MC" INDICATES

("LVP" INDICATES LOW VOLTAGE POWER CB, "IC"

DRAWOUT TYPE CIRCUIT BREAKER ASSEMBLY

RATING AND CLASS AS INDICATED

SURGE ARRESTOR - VOLTAGE

- NUMBER DENOTES KVAR RATING

POWER FACTOR CORRECTION CAPACITOR

STEEL (#6 MIN. CONDUCTOR IF NOT SHOWN)

TYPE ELECTRODE, TO NEAREST STRUCTURAL

GROUND CONNECTION - TO STANDARD ROD

BETWEEN BREAKERS, RELAY/CONTACTOR, ETC.)

BETWEEN 2 OR MORE DEVICES (KEY INTERLOCK

CONTROL INTERFACE OR OPERATING RELATIONSHIP

IDENTIFIED). AMPACITY AS INDICATED

ASSEMBLIES (HIGH OR MEDIUM VOLTAGE). (CU BUS IF NOT

FEEDER TYPE BUS DUCT (FB) OR METAL-ENCLOSED BUS

LOADBREAK AND NON-LOADBREAK STYLES RESPECTIVELY

(ELBOW TERMINATOR AND BUSHING COMBINATION)-

SEPARABLE CONNECTOR IN PRIMARY DISTRIBUTION LINE

KILOWATT-HOUR METER (WH IS WATT-HOUR METER)

PARENTHESIS INDICATES QUANTITY OF CT'S

OF METERING/ACCESSORY CIRCUIT. NUMERAL IN

TRANSFORMATION RATIO IDENTIFIES NOMINAL CURRENT

CURRENT TRANSFORMER (CT). SECOND NUMERAL OF

INDICATED

AND NON-DRAWOUT. QUANTITY AND VOLTAGE RATING AS

VOLTAGE (POTENTIAL) TRANSFORMER (VT/PT), DRAWOUT

INDICATED.

VOLTAGE, CONNECTIONS, COOLING CLASS AND TYPE AS

POWER & DISTRIBUTION TRANSFORMER, RATED kVA, USED BY A TRANSFORMER SYMBOL.

TRANSFORMER DELTA CONNECTION DESIGNATION WHEN

IT IS AN UNGROUNDED OR FLOATING WYE CONNECTION.

RESPECTIVELY. IF THE GROUND SYMBOL IS MISSING, THEN

DIRECT GROUNDED AND RESISTOR GROUNDED

DESIGNATION WHEN USED BY A TRANSFORMER SYMBOL,

TRANSFORMER GROUNDED-WYE CONNECTION

AMMETER AND VOLTMETER WITH PHASE SELECTOR SWITCH

INTERLOCKING CONTROL AS INDICATED

WITH TRIP SETTING AT DESIGNATED TIME DELAY

GROUND FAULT INTERRUPTING EQUIPMENT (SEE SPECS)

FUNCTION PER ANSI/IEEE C37.2

ELECTROMECHANICAL); NUMERAL IDENTIFIES TYPE OR

SENSOR, DEVICE OR APPARATUS (ELECTRICAL OR

EXISTING AND NEW, RESPECTIVELY

CORRESPONDING SWITCH

THEN 2' X 2' IN SIZE - LETTER IDENTIFIES

INCANDESCENT OR H.I.D. LUMINAIRE LESS

OMITTED IN CONTINUOUS ROW CONFIGURATIONS)

SIZE (THE OUTLET SYMBOL WILL NORMALLY BE

FLUORESCENT OR HID LUMINAIRE 2' x 2' OR LARGER IN

OF EGRESS

CEILING EXIT LIGHT. ARROWS IDENTIFY DIRECTION

VOLTAGE RATINGS AS INDICATED

LIGHTING CONTACTOR - NO. OF POLES, CURRENT AND

RATINGS AND PHYSICAL SIZE AS INDICATED

BATTERY INVERTER SET (OR FORWARD TRANSFER UPS),

EMERGENCY POWER SYSTEM FOR EGRESS LIGHTING -

LUMINAIRE HEADS AS INDICATED

BATTERY OPERATED EMERGENCY LIGHT SET, NO. OF

WITH THE 'E' ANNOTATION

2-LAMP FIXTURE WILL BE SHOWN SHADED OR UNSHADED

SUPPLIED FROM EMERGENCY POWER. A 1-LAMP OR

INDICATES 2 LAMPS OF A 3 OR 4 LAMP FIXTURE ARE

THE SHADED PORTION OF THE FLUORESCENT SYMBOL

FIXTURE, RESP. SUPPLIED FROM AN EMERGENCY CIRCUIT.

FEEDER, DEVICE OR FIXTURE, AND FLUORESCENT TYPE

CEILING AND WALL MOUNT TYPES INDICATED.

JUNCTION BOX, 4" SQUARE UNLESS NOTED OTHERWISE.

DIMMING CONTROL FOR LIGHTING

OVERLOADS (MOTOR RATED SWITCH)

MANUAL STARTER WITH THERMAL

DOUBLE POLE SINGLE THROW SWITCH

SINGLE POLE SWITCH

THREE WAY SWITCH

FOUR WAY SWITCH

SINGLE POLE SWITCH WITH PILOT LIGHT

TIMER OPERATED SWITCH

KEY OPERATED SWITCH

MOMENTARY CONTACT SWITCH

OUTLETS, NEMA 5-XX SERIES. DEFAULT SIZE IS 15A. SEE NOTE

CLOCKOUTLET, FO= FAN OUTLET, IG= ISOLATED GROUND TYPE

DUPLEX & SIMPLEX "SW" INDICATES SPLIT WIRED, CO=

2P,3W GROUNDING TYPE RECEPTACLE - 125V, CONVENTIONAL

FIXTURES

SWITCHED

IDENTIFY

WHERE USED,

C, ETC.

LETTERS A, B,

4'-0" UP

APPLICATIONS) UNLESS NOTED OTHERWISE

PLANS) IN SURFACE MOUNTED RACEWAY. WALL MOUNTED AT

RECEPTACLES SPACED AT INTERVAL INDICATED (SEE FLOOR

RECEPTACLE STRIP ASSEMBLY - DUPLEX NEMA 5-15

OTHERWISE.

BOTTOM OF THE OUTLET BOX, UNLESS INDICATED

BE MOUNTED 15 - INCHES A.F.F. AS MEASURED TO THE

8. ALL RECEPTACLE AND COMMUNICATION OUTLETS SHALL

ABBREVIATIONS SHEET FOR DEFINITIONS.

INDICATE SPECIAL CONSTRUCTION IS REQUIRED. SEE

7. LETTERS SUCH AS "WP", "EP" ADJACENT TO ANY SYMBOL

CONDUCTORS UNLESS INDICATED OTHERWISE.

6. SIZES OF WIRE AND CABLE ARE BASED ON COPPER

FIXTURE PER FIXTURE SCHEDULE.

ADJACENT TO SYMBOL INDICATES FIXTURE TYPE FOR EACH

(B) CAPITAL LETTER OR FIXTURE DESIGNATION INSIDE OR

WHEN ADJACENT TO THE FIXTURE SYMBOL.

NAME OR NUMBER DESIGNATION OR FOR SINGLE FIXTURE

FOR ENTIRE ROOM OR AREA WHEN ADJACENT TO THE ROOM

(A) INDICATES FIXTURE TYPE, PER FIXTURE SCHEDULE,

BOTH OF THE FOLLOWING METHODS:

5. ELECTRIC LIGHT FIXTURES ARE IDENTIFIED BY EITHER OR

(FILLED-IN) SYMBOL.

OPEN SYMBOL; NEW ITEMS WITH A THICK LINE OR CLOSED

4. EXISTING ITEMS ARE DESIGNATED BY A THIN LINE OR AN

3. NOT USED.

SHEET.

SPECIFIC CONDITIONS IN LIEU OF SYMBOLS SHOWN ON THIS

ITEMS NOT COVERED BY THIS SHEET OR TO INDICATE

THIS SET OF DRAWINGS TO ESTABLISH SYMBOLS FOR

2. SUPPLEMENTAL ELECTRICAL LEGENDS MAY APPEAR IN

PREFERRED FORM IS SHOWN FIRST.

1. WHERE MORE THAN ONE SYMBOL FORMAT IS SHOWN, THE

234B1

NOTED

ELECTRIC WATER COOLER (DRINKING WATER DISPENSER) SIZE AS

RECESSED (FLUSH MOUNTED) TYPE, SEE SPECS

MOUNTED TYPE (ABOVE FLOOR SERVICE FITTING), 'R' DENOTES

INDIVIDUAL FLOOR OUTLET ASSEMBLY.'SM' DENOTES SURFACE

TO EXTEND ABOVE SUSPENDED CEILING. SEE NOTE 8.

RELOCATIBLE SERVICE POST ASSEMBLY - LENGTH AS REQUIRED

TELEPHONE, P= PUBLIC TELEPHONE, SEE NOTE 8.

THE DEVICE INDICATE IT IS FLOOR MOUNTED. HL=HOTLINE

WITHOUT LEG(S) REQUIRES DUPLEX JACKS. A SQUARE AROUND

CONFIGURATIONS (8 PIN JACKS). SEE SPECS. SYMBOL SYMBOL

TELEPHONE OUTLET, SINGLE AND DUPLEX JACK

DIMENSIONS AS INDICATED (W X D)

CABLE TRAY FOR COMMUNICATIONS AND DATA PROCESSING,

TELEPHONE TERMINAL CABINET, SIZE AS INDICATED

TELEPHONE TERMINAL BOARD (PLYWOOD BACKBOARD);

FEEDER DUCT (NO INSERTS).

IDENTIFY NOMINAL WIDTH; UFD IDENTIFIES A SECTION OF

DENOTES COMMUNICATIONS DUCT W/BUSHED FITTING; FIGURES

POWER DUCT WITH DUPLEX RECEPTACLES (NEMA 5-15), 'C'

SOLID DENOTES A DEVICE INSTALLATION; 'P' INDICATES A

(SEE SPECS.). OPEN CIRCLE DENOTES BLANK INSERT LOCATION,

MULTIOUTLET CONFIGURATION IN UNDERFLOOR DUCT SYSTEM

- PART WINDING TYPE.

REDUCED VOLTAGE TYPE, 'AT' - AUTO TRANSFORMER TYPE, 'PW"

FULL VOLTAGE TYPE (DEFAULT IF NOT INDICATED), 'RV' -

INDICATES: 'R' - REVERSING TYPE, '2S' - TWO SPEED TYPE, 'FV'-

NUMERAL DESIGNATES NEMA SIZE; LOWER LETTER, IF USED,

MOTOR CONTROLLER - MAGNETIC OR AS INDICATED, UPPER

MOTOR - USE AND SIZE AS INDICATED

COMBINATION STARTER W/EXTERNALLY OPERATED DISCONNECT

240V, 30A MIN)

DISCONNECT SWITCH, SIZE AND TYPE AS INDICATED (OR 3P,

EMERGENCY POWER OFF.

PUSHBUTTON CONTROL STATION - 1, 2, OR 3 BUTTONS "EPO" =

'MAN-OFF-AUTO' (OR 'H.O.A.)

LEGEND PLATE DESIGNATIONS WILL BE 'ON-OFF' AND

3 POSITION AS INDICATED. IF NOT SPECIFIED ELSEWHERE,

SELECTOR SWITCH (SEPARATE FROM STARTER)- 2 POSITION OR

THERMOSTAT - SEE MECH. SPECS, 5'-0" UP

SCHEDULE FOR SIZES, RATINGS, AND LOADS

(MIN) VERTICAL SECTIONS INDICATED. SEE DIAGRAM AND/OR

MOTOR CONTROL CENTER, FREE STANDING W/NO. OF 20" WIDE

SCHEDULE. OPEN SYMBOL INDICATES EXISTING

AND SURFACE MOUNTED TYPES, SEE CORRESPONDING PANEL

LIGHTING AND APPLIANCE TYPE PANELBOARD - FLUSH MOUNTED

DISTRIBUTION TYPE PANEL

DIMENSIONS, CLEARANCES, AND ELECTRICAL RATINGS

SPELLED OUT), SEE FLOOR PLANS AND DIAGRAMS FOR

MAIN SWITCH BOARD OR MAIN SWITCH GEAR (ABBREVIATED OR

DEVICE.

(FIGURES INDICATE RATING OF RECEPT AND OVERCURRENT

RECEPT. SYMBOL IDENTIFIES A BOX WITH RECEPTACLE ATTACHED

CIRCLE A PLUG IN BOX WITH BREAKER OR SWITCH (SEE SPECS),

REPRESENTS A POSITION WITH BLANK COVER ONLY, SOLID

INTERVALS, CURRENT RATING AS INDICATED. OPEN CIRCLE

BUS DUCT ASSEMBLY WITH PLUG-IN POWER BOX CAPABILITY AT 2'

EQUIPMENT GROUND RESPECTIVELY (AS APPLICABLE).

CONDUCTOR, NEUTRAL, EQUIPMENT GROUND, AND ISOLATED

DOT AND DOUBLE DOT HASH MARKS REPRESENT PHASE

BRANCH CIRCUIT AND FEEDER WIRING. LONG, SHORT, SINGLE

THE CIRCUIT IS TWO-WIRE (MIN #12 IN 1/2"C).

SEGMENTS. A CIRCUIT WITHOUT ANY DESIGNATION INDICATES

UNDERSTOOD TO APPLY TO ALL UNMARKED INTERVENING

SEGMENTS, AND END-OF-LINE DEVICES, REQUIRED QUANITY IS

IF HASH MARKS ARE OMITTED BETWEEN HOME-RUNS, TRANSITION

ARROWS AND LETTER/NUMERALS IDENTIFY HOME-RUN CIRCUITS.

CONDUIT ONLY - NO CONDUCTORS, PULL WIRE IF OVER 50'

LIGHT LINE - EXISTING, OR BY OTHER TRADES

COATED R.S. CONDUIT UNLESS INDICATED OTHERWISE

COMM OR POWER FEEDER INSTALLED UNDER FLOOR SLAB IN

HEAVY LINE - NEW ELECTRICAL WORK

MATCH LINES, ETC.)

(TO LIGHTING SHEET FROM POWER OR COMM DWG., ACROSS

FUTURE WORK OR ELECTRICAL ITEM REPEATED FOR CLARITY

(NEW LOCATION)

EXISTING EQUIPMENT; EXISTING EQUIPMENT AS RELOCATED

GENERATOR OR GENERATOR CONNECTION.

XRX

LP-2,4,6

MSGMSB

LP2

MCC-2

NOTE 5

20A

INTERIOR ELECTRICAL LEGEND

FIRE ALARM CONTROL PANEL, (SEE SPECS)

SPECS

W/OR W/O GRAPHIC REPRESENTATION, SEE

FIRE ALARM ANNUNCIATION PROVISIONS,

ANTENNA FOR FM RADIO TYPE), SEE SPECS

FIRE ALARM SIGNAL TRANSMITTING (WITH

MANUAL FIRE ALARM STATION - 4'-0" A.F.F.

"CO"=CARBON DIOXIDE

ABORT STATION. "F"= FIRE; "H"=HALON;

TUBULAR SENSING ELEMENT REQUIRED

RATE ("RATE ANTICIPATION") TYPE WITH

SEE SPECS; 'CR' INDICATES COMPENSATED

COMBINATION F.T. AND RATE OF RISE TYPE,

SYMBOL INDICATES FIXED TEMPERATURE OR

HEAT DETECTOR - UNDIFFERENTIATED

LOCATION IS NOT OTHERWISE INDICATED.

INSTALLED IN THE SUPPLY DUCT IF THE

DUCTS, A SINGLE DETECTOR WOULD BE

LOCATIONS ARE IN SUPPLY AND RETURN

DUCT DETECTORS ARE SHOWN IN PAIRS,

DUCT TYPE SMOKE DETECTOR. WHERE

PHOTOELECTRIC TYPE. 'D' STIPULATES A

PRESENT, STIPULATES IONIZATION OR

SMOKE DETECTOR. THE LETTER 'I' OR 'P', IF

SWITCH, SEE MECH. SPECS

VALVES, WATER FLOW INDICATOR AND FLOW

Y) VALVE, TAMPER SWITCH, ALARM CHECK

FIRE ALARM CONTACTS AT SOLENOID (OS &

24-INCH LIGHTNING AIR TERMINAL.

60-INCH LIGHTNING AIR TERMINAL.

LIGHTNING PROTECTION MAIN CONDUCTOR

NOTES:

ELECTRICAL POWER DIAGRAM LEGEND

40'-4 40'-4

12 MT

WP2#6

OHSOHS

4-#6 ACSR

3#1

OHPOHP

13.8KV

3#1

OHC OHC

1-#6 CWC

AFL

1#6

USE

4#8, TYPE

DBP DBP

DBS

DBCDBC

DBS

4P/2C

2C 2C

+3 SPARE

1-#3 600V

3-#3,15 KV

PB#4

EV EV

EPEP

PE PE

SSSS

2" C

LVP

400A

20 A

1600AF

1200AT

9KV

50A

1600A

FBFB

KWH

1200:5

(3)

AS A VS V

400 AT

0.3 s#2

GFI

50N 51N

27B3

+7'

EPS

E E

J J

S S S S

3/4HP

12" X 4"

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TTC#4

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EF-3 2HP

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STATIC GROUND ROD

FIXTURE C )

WALL FIXTURE - MOUNTING HEIGHT INDICATED (TO

(TO C ), ARROWS IDENTIFY DIRECTION OF EGRESS

WALL EXIT LIGHT - MOUNTING HEIGHT INDICATED

NUMERAL INDICATES IES TYPE DISTRIBUTION

INSTALLATION, WATTS AS INDICATED, ROMAN

POLE MOUNTED ROADWAY OR AREA LIGHTING

WALL MOUNTED (6'-8" A.F.F.) RESPECTIVELY

- FLASHING LIGHT, CEILING MOUNTED AND

FIRE ALARM WARNING DEVICE, VISIBLE ONLY

HORN AND MASS NOTIFICATION, 6'-8" A.F.F.

FIRE ALARM WARNING DEVICE - BELL, CHIME,

A.F.F.

NOTIFICATION, HORN, BELL, OR CHIME - 6'-8"

AND VISIBLE - FLASHING LIGHT WITH A MASS

F.A. WARNING DEVICE, COMBINED AUDIBLE

U .S

A R

M Y C

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P S O

F E

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A S

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5TH CAVALRY AVENUE

MISSILE DRIVE

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AREA

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1.3 MILE FIELD TRACK 3113

15TH CAVALRY AVENUE

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FORT CASPER WAY

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C H

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CHIKASAW DRIVE

SAMPSON ROAD

LAKE PEARSON

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MEMORIAL

MECHAM

CENTRAL AVENUE

LAKE PEARSON

CENTRAL AVENUE

ALL

AVE

U E

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D T

A D

STAGE LOOP ROAD

SENECA AVENUE

B A

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A D

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WAPITI ROAD

S T

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32.15 ACRES

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GATE 5

6113.36113.3

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GATE 1

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CENTRAL AVENUE

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D A

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U M

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IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

STAGING AREA

CONTRACTOR

R O

G E

R S D

R O

G E

R S D

S C

H R

V E

R R

O A

5TH CALVARY AVENUE

LOCATION

PROJECT

GATE 5

LOCATION

PROJECT

ACCESS ROUTE

CONTRACTOR

ACCESS ROUTE

CONTRACTOR

ACCESS ROUTE

CONTRACTOR

A R

M Y C

O R

P S O

F E

N G

E E

R S

O M

A H

N E

B R

A S

K A

O M

A H

A D

T R

OMAHA DISTRICT

F E

G -0

.d g n

R E

N O

V A

T E W

G C

O M

M A

N D P

O S

M W B

F E W

A R

R E

N A

F B

W Y

O M

-1

0 500' 1000'

SCALE: 1" = 500'

1.) CONTRACTOR SHALL ACCESS SITE THROUGH GATE 5 ALONG CENTRAL AVENUE.

GENERAL NOTES:

VICINITY MAP: NTS

CENTRAL AVENUE

A N

S I

A F

A N

L L

A F

A N

L L

L O

C A

N P

L A

G-006

W .C

D A

V E

N P

O R

T0 /1

W .C

D A

V E

N P

O R

W R

N -B -7

W F -1

-B -0

I. GENERAL NOTES:

1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, OPENINGS, AND CONDITIONS AFFECTING THE RENOVATION WORK AT JOBSITE. REFER TO ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR ITEMS NOT INDICATED ON STRUCTURAL DRAWINGS. THE CONTRACTING OFFICER SHALL BE NOTIFIED

IMMEDIATELY OF ANY DISCREPANCY.

2. ALL STRUCTURAL RENOVATION WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS PROVIDED IN THE PROJECT SPECIFICATIONS.

3. CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY BRACING AND SHORING OF THE STRUCTURE AND COMPONENTS UNTIL ALL COMPONENTS ARE ERECTED AND ALL CONNECTIONS ARE FULLY MADE, AS NECESSARY, TO ENSURE STABILITY DURING RENOVATIONS.

II. DESIGN CRITERIA:

1. BUILDING CODES, STANDARDS, AND SPECIFICATIONS:

UFC 1-200-01 (20 JUNE 2016) GENERAL BUILDING REQUIREMENTS

UFC 3-301-01 (1 JUNE 2013) STRUCTURAL ENGINEERING; WITH CHANGE 2, 20 JUNE 2016

UFC 4-010-01 (9 FEBRUARY 2012) DoD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS; WITH CHANGE 1, 1 OCTOBER 2013

ASCE 7 (2010) MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES

ACI 318 (2011) BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE

AISC MANUAL OF STEEL CONSTRUCTION, 14th EDITION SJI STEEL JOISTS AND JOIST GIRDERS, 43rd EDITION

SDI STEEL FLOOR AND ROOF DECK, NO. 31

IBC (2015) INTERNATIONAL BUILDING CODE

III. DESIGN LOADS:

A. GENERAL

CONTRACTOR SHALL ACCOUNT FOR ALL DEAD LOADS: ACTUAL WEIGHTS OF ALL MATERIALS (MECH, ELEC, ETC.)

OCCUPANCY CATEGORY: II

B. LIVE LOADS

RAISED ACCESS FLOOR: 150 PSF UNIFORM; 2,000 LB CONCENTRATED

FLOOR LIVE LOADS: 100 PSF UNIFORM; 2,000 LB CONCENTRATED

IV. FOUNDATION DESIGN

1. ALL COMPACTED FILL INSTALLATION SHALL BE INSPECTED AND APPROVED BY A REGISTERED GEOTECHNICAL ENGINEER. A REGISTERED GEOTECHNICAL ENGINEER SHALL INSPECT AND APPROVE BEARING MATERIALS PRIOR TO THE PLACEMENT OF CONCRETE.

2. BACKFILL AROUND FOUNDATION WALLS SHALL BE PLACED IN EQUAL LIFTS.

V. STRUCTURAL STEEL

1. DESIGN CODE: SPECIFICATIONS FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS (AISC).

2. ALL STRUCTURAL STEEL AND THEIR CONNECTIONS SHALL BE DETAILED, FABRICATED, AND ERECTED ACCORDING TO THE LATEST VERSION OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) MANUAL OF STEEL CONSTRUCTION.

3. STEEL FABRICATION SHALL CONFORM TO FOLLOWING REQUIREMENTS UNLESS NOTED OTHERWISE. NO STRUCTURAL STEEL SHALL BE

FABRICATED OR ERECTED UNTIL SHOP DRAWINGS HAVE BEEN APPROVED.

4. CONTRACTOR SHALL VERIFY ALL SHOP DRAWING DIMENSIONS WITH THE STRUCTURAL AND ARCHITECTURAL PLANS AND DETAILS, AND WITH

EXISTING STRUCTURE DIMENSIONS AND DETAILS.

5. STRUCTURAL STEEL TO BE PAINTED OR GALVANIZED PER SPECIFICATIONS.

6. ALL WELDING TO BE DONE BY AMERICAN WELDING SOCIETY (AWS) CERTIFIED WELDERS.

7. ALL SHOP AND FIELD WELDING SHALL CONFORM TO THE STRUCTURAL WELDING CODE AWS D1.1, LATEST EDITION, PUBLISHED BY THE AMERICAN WELDING SOCIETY (AWS). SHOW ALL SHOP WELDS ON THE FABRICATION DRAWINGS AND ALL FIELD WELDS ON THE ERECTION

DRAWING

8. MATERIAL STRENGTHS:

ANGLES AND OTHER HOT ROLLED SHAPES ASTM A36

STRUCTURAL STEEL TUBING ASTM A500, GRADE B (Fy= 46 KSI)

CONNECTION BOLTS ASTM A325

ANCHOR RODS ASTM F1554, GRADE 36

WELDING ELECTRODES E70

VI. REINFORCED STRUCTURAL CONCRETE

1. DESIGN CODE: BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI-318)

2. STRUCTURAL NORMAL WEIGHT CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AS FOLLOWS:

f'c AT 28 DAYS 4,500 PSI

FREEZE THAW EXPOSURE CATEGORY FO

SULFATE EXPOSURE CLASS SO

PERMEABILITY PO

CORROSION PROTECTION C1

3. ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615 GRADE 60.

4. MINIMUM PROTECTIVE COVER OF REINFORCEMENT SHALL BE AS FOLLOWS:

SLAB ON GRADE 1.5" COVER

5. MINIMUM CONCRETE SPLICES AND HOOKS FOR REINFORCING STEEL SHALL CONFORM TO ACI 318, CURRENT EDITION.

6. CONCRETE WORK SHALL BE COORDINATED WITH DRAINS, UNDERGROUND UTILITIES, MECHANICAL, ELECTRICAL, AND ARCHITECTURAL PLANS. CONCRETE SHALL NOT BE CAST UNTIL THESE ITEMS HAVE BEEN INSTALLED AND ACCEPTED.

7. ALL SLABS SHALL BE FLAT AND LEVEL PER SPECIFICATIONS.

8. CONCRETE FINISHES SHALL BE PROVIDED AS DESCRIBED IN THE SPECIFICATIONS.

9. CORNER BARS SHALL BE PROVIDED AT ALL INTERSECTIONS; BAR SIZE AND SPACING TO MATCH LARGER BAR.

10. SLABS WITH A THICKNESS OF 5" SHALL BE REINFORCED WITH #4 @ 12" O.C., E.W.

VII. GROUT AND READY MIX GROUT

USE GROUT THAT CONFORMS TO ASTM C476. USE CONVENTIONAL GROUT WITH A SLUMP BETWEEN 8 AND 11 INCHES. USE SELF- CONSOLIDATING GROUT WITH SLUMP FLOW OF 24 TO 30 INCHES AND A VISUAL STABILITY INDEX (VSI) NOT GREATER THAN 1. PROVIDE MINIMUM GROUT STRENGTH OF 2000 PSI IN 28 DAYS, AS TESTED IN ACCORDANCE WITH ASTM C1019. DO NOT CHANGE PORTIONS AND DO NOT USE MATERIALS WITH DIFFERENT PHYSICAL OR CHEMICAL CHARACTERISTICS IN GROUT FOR THE WORK UNLESS ADDITIONAL EVIDENCE IS FURNISHED THAT GROUT MEETS THE SPECIFIED REQUIREMENTS. USE READY-MIXED GROUT THAT CONFORMS TO ASTM C476.

#11

#10

1'-7"

1'-5"

1'-10"

2'-3"

2'-0"

9'-5"

5'-10"

8'-6"

1'-7"

4'-0"

6'-8"

3'-4" 1'-3"

2'-8"

7'-7"

2'-0"

CRITICAL

SECTION

OF BAR

LENGTH OR

12 x DIA.

O R

/2 " M

5 x DIA. OF BAR - #9 TO #11 BARS 6 x DIA. OF BAR - #14 & #18 BARS

RADIUS OF HOOK:

4" x

. O F

4 x DIA. OF BAR - #3 TO #8 BARS

SIZE

DEVELOPMENT LENGTHS

BAR

MIN. EMBEDMENT

1'-0"

10"

2'-1"

5'-1"

5'-7"

2'-5"

#10

#11

SIZE

DEVELOPMENT LENGTH

BAR

REINFORCING DEVELOPMENT AND SPLICES

SPLICE LENGTH

OTHER

TOPOTHER TOP

1'-7"

3'-1"

2'-7"

4'-6"

2'-1"

7'-3"

4'-6"

2'-7"

5'-2"

6'-7"

5'-10"

1'-7"

2'-0"

3'-6"

4'-0"

4'-8"

1'-3"

5'-2"

5'-10"

7'-3"

3'-1"

6'-7"

HOOKED BARS

1. REINFORCING BAR DEVELOPMENT AND LAP SPLICE LENGTH SHALL BE AS SHOWN IN THIS TABLES UNLESS OTHERWISE NOTED

ON THE DRAWINGS.

2. THE LENGTHS SHOWN IN THE TABLES ARE BASED ON THE FOLLOWING CONCRETE COVERAGE AND REINFORCING C-C SPACING:

BEAMS OR COLUMNS:

COVER (EQUAL OR MORE) 1.0bd (BAR DIAMETER) CENTER TO CENTER (C-C) SPACING (EQUAL OR MORE) 2.0bd.

ALL OTHERS:

COVER (EQUAL OR MORE) 1.0bd CENTER TO CENTER SPACING (EQUAL OR MORE) 3.0bd.

3. TOP BARS ARE DEFINED AS HORIZONTAL REINFORCEMENT SUCH THAT MORE THAN 12 INCHES OF FRESH CONCRETE IS CAST

IN THE MEMBER BELOW THE DEVELOPMENT LENGTH OR SPLICE.

4. DEVELOPMENT AND SPLICE LENGTH SHOWN SHALL NOT APPLY IF ANY OF THE FOLLOWING CONDITIONS OCCUR:

A) f'c < 4000 PSI B) fy > 60,000 PSI

C) THE COVER OR C-C BAR SPACING IS NOT AS LISTED ABOVE

D) THE REINFORCING STEEL IS EPOXY COATED

E) LIGHT WEIGHT CONCRETE IS USED.

5. CENTER ON CENTER SPACING (S) IS DEFINED AS BELOW:

- LAPPED REINF.

- MAIN REINF.

3" MAX.

8"8"

3" MAX.

T/4 + 1 (UNO)

T H

SAW CUT

T/4 + 1 (UNO)

NOTES:

2. SAW JOINT AS SOON AS SURFACE IS FIRM ENOUGH NOT

TO BE TORN OR DAMAGED BY THE BLADE (USUALLY 4 TO

12 HOURS AFTER CONCRETE HARDENS).

3. EPOXY JOINT FILLER TO BE SIKADUR 51

BY SIKA CORPORATION OR APPROVED

EQUAL. MINIMUM AGE OF CONCRETE TO

BE 28 DAYS WHEN FILLED.

1. SAW CUT: 1/4" WIDE SAW CUT W/

EPOXY JOINT FILLER.

REINFORCING STEEL CUT

EACH SIDE OF CONTROL

JOINT LOCATION

T/4 MIN. JOINT DEPTH (MUST BE

AT LEAST EQUAL TO NOMINAL

AGGREGATE SIZE x 1.33)

REINFORCING STEEL

CUT EACH SIDE OF

CONTRACTION JOINT

LOCATION

3/4" DIA. SMOOTH DOWEL (FOR T<8")

OR 1" DIA. SMOOTH DOWEL (FOR 8"<T<12")

@ 12" O.C. GREASE ONE END.

FORM & SEAL

GROOVE,

SEE SPECIFICATIONS

CONCRETE SLAB JOINT DETAILS

CONTROL JOINT (J) CONSTRUCTION JOINT (CJ)

US Army Corps of Engineers ® Omaha District

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

N U

1 2 3 4 5

M W

B U

, W

G H

S-001

U C

T U R

C O

M M

P O

0, O M

A H A

T R

T O

A, N

H O

O K

H O

O K

N E

F-

-B

-0

0_ C

W R

N -B

-7

K D

N D

1 2 3 4 5 6 7 8 9 10

EXISTING CONCRETE SLAB DEMO AREA

1' -1

'-1 1"

12'-3"

'-1

3" 59'-7 1/2"

'-0

TOP OF EXISTING SLAB

ELEV. 89'-9 1/2"

'-0

'-9

12'-9" 12'-0" 12'-9" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 11'-10 1/2"

109'-4 1/2"

SEE AS-BUILD DWGS

FOR EXISTING WALL

CONDITIONS

US Army Corps of Engineers ® Omaha District

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

N U

1 2 3 4 5

M W

B U

, W

G H

S-101

- S

O P

C O

M M

P O

0, O M

A H A

T R

T O

A, N

H O

O K

H O

O K

N E

F-

-B

-0

0_ C

W R

N -B

-7

PLAN NORTH

3/16" = 1'-0"

BASEMENT SLAB DEMO PLAN

AREA "C"

KEYPLAN - BASEMENT FLOOR

K D

N D

0 4' 8' 12'

1 2 3 4 5 6 7 8 9 10

NEW 4" CONCRETE SLAB

W/ #5 @ 12" O.C., E.W.

'-1

'-1 1"

S-301

TOP OF SLAB ELEV. 88'-7 1/2"34

'-0

'-9

12'-9" 12'-0" 12'-9" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 11'-10 1/2"

109'-4 1/2"

SEE AS-BUILD DWGS

FOR EXISTING WALL

CONDITIONS

C J

US Army Corps of Engineers ® Omaha District

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

N U

1 2 3 4 5

M W

B U

, W

G H

S-102

- N

C O

M M

P O

0, O M

A H A

T R

T O

A, N

H O

O K

H O

O K

N E

F-

-B

-0

0_ C

W R

N -B

-7

3/16" = 1'-0"

BASEMENT SLAB & JOINT PLAN

K D

N D

PLAN NORTH

AREA "C"

KEYPLAN - BASEMENT FLOOR

0 4' 8' 12'

16 17 19

18'-9" 18'-9"

'-0

'-9

SLAB DEMO. AREA,

SEE AS-BUILT DWGS

FOR EXISTING CONDITIONS

EXISTING SLAB

ELEV. 89'-0 1/2"

FIELD VERIFY

7'-8 1/2"

NEW OPENING IN MASONRY,

SEE DETAIL ON SHEET S-501

37'-6"

'-9

US Army Corps of Engineers ® Omaha District

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

N U

1 2 3 4 5

M W

B U

, W

G H

S-103

C O

M M

. R O

O M

A B D

P L A

C O

M M

P O

0, O M

A H A

T R

T O

A, N

H O

O K

H O

O K

N E

F-

-B

-0

0_ C

W R

N -B

-7

3/8" = 1'-0"

COMM. ROOM SLAB DEMO PLAN PLAN NORTH

KEYPLAN

K D

N D

0 2' 4' 6'

16 17 19

NEW SLAB ELEV. 89'-0 1/2"+/-

W/ NEW VAPOR BARRIER

AND 6" CAPILLARY LAYER

(MATCH ELEV. OF ADJACENT SLAB)

NEW 4" SLAB W/

#5 @ 12" O.C., E.W., #5 PERIMETER DOWELS

@ 16" O.C.

'-9

18'-9" 18'-9"

'-0

'-9

FIELD VERIFY

7'-8 1/2"

'-9

37'-6"

(3) #5 BARS, 2'-0" LONG

US Army Corps of Engineers ® Omaha District

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

N U

1 2 3 4 5

M W

B U

, W

G H

S-104

C O

M M

. R O

O M

A N

C O

M M

P O

0, O M

A H A

T R

T O

A, N

H O

O K

H O

O K

N E

F-

-B

-0

0_ C

W R

N -B

-7

3/8" = 1'-0"

COMM. ROOM SLAB & JOINT PLAN

K D

N D

PLAN NORTH

KEYPLAN

0 2' 4' 6'

B E

BASEMENT-NORTH

89' - 9 1/2"

T.O. NEW SLAB

88' - 7 1/2"

NEW 4" SLAB-ON-GRADE

W/ #5 @ 12" O.C., E.W.

VAPOR BARRIER,

SEE SPECIFICATIONS

6" CAPILLARY LAYER

EXISTING STONE

FOUNDATION,

SEE AS-BUILTS AND

ARCH. PLANS

6" M

. 1

2'-0"

NEW RAISED

ACCESS FLOORING,

SEE ARCH.

NEW 4" SLAB-ON-GRADE

W/ #5 @ 12" O.C., E.W.

VAPOR BARRIER,

SEE SPECIFICATIONS

6" CAPILLARY LAYER

EXISTING STONE

FOUNDATION,

SEE AS-BUILTS AND

ARCH. PLANS

NEW RAISED

ACCESS FLOORING,

SEE ARCH.

2'-0"

6" M

CABLE TRAY,

SEE ELEC.

CABLE TRAY,

SEE ELEC.

T.O. EXISTING SLAB

#5 @ 12", ALTERNATE

SPACING W/ SLAB REINF.

SPACING, TYP.

BASEMENT-EAST

88' - 11 1/2"

89' - 5 1/2"

(2) 362S125-18

BACK-TO-BACK

@ 12" O.C.

* 6'-10 3/4"* 2'-3 1/8"

1.0C26 DECK, W/ 2.5"

TOTAL CONCRETE

SLAB DEPTH

1/8"x2.5"x4" A36

CONT. STEEL

CLOSURE

PLATE, TYP.

SEE ARCH FOR

FLOOR FINISH

SCHEDULE

RAISED ACCESS

FLOORING

89' - 6"

* 9'-1 7/8"

EXISTING STONE

FOUNDATION,

SEE AS-BUILTS AND

ARCH. PLANS

SEE ARCH FOR

WALL FRAMING

DETAILS

SEE ARCH FOR

WALL FRAMING

DETAILS

BASEMENT-EAST

88' - 11 1/2"

(2) 362S125-18

BACK-TO-BACK

@ 12" O.C. 1.0C26 DECK, W/ 2.5"

TOTAL CONCRETE

SLAB DEPTH

SEE ARCH FOR

FLOOR FINISH

SCHEDULE

EXISTING STONE

FOUNDATION,

SEE AS-BUILTS AND

ARCH. PLANS

SEE ARCH FOR

WALL FRAMING

DETAILS

SEE ARCH FOR

WALL FRAMING

DETAILS

89' - 6"

89' - 5 1/2"

RAISED ACCESS

FLOORING

* 1'-11" * 10'-10"

* 12'-9"

NOTES:

1. * CONTRACTOR SHALL FIELD VERIFY DIMENSIONS

2. SEE SHEET A-101 FOR ROOM LAYOUT (ROOM B06)

362S125-18

PERIMETER STUD,

TYP.

US Army Corps of Engineers ® Omaha District

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

N U

1 2 3 4 5

M W

B U

, W

G H

S-301

N D

I O

N S

E C

O N

D D

C O

M M

P O

0, O M

A H A

T R

T O

A, N

H O

O K

H O

O K

N E

F-

-B

-0

0_ C

W R

N -B

-7

1" = 1'-0"S-301

1 SECTION

K D

N D

1" = 1'-0"S-301

2 SECTION

1" = 1'-0"S-301

3 SECTION

0 1' 2'

LINTEL SCHEDULE

WALL TYPE SIZE ANCHORAGE

L5x3x5/16 LLVMASONRY 5/8" THRU BOLT @ 12" O.C.

LOCATION

HEADER

QTY.

EXISTING MASONRY WALL,

SEE AS-BUILTS

4" L5x3x5/16" (LLV) STEEL

ANGLE, EACH SIDE OF

WALL

5/8" DIAM. THRU

BOLT @ 12" O.C.

9"x1/4" STEEL CAP

PLATE, CONT.

3/16

4'-0"

NOTES:

1. LINTEL ANGLE SHALL EXTEND 8" MIN. BEYOND THE SAWCUT OPENING, EACH END,

BOTH SIDES. CONTRACTOR SHALL GROUT PACK SAWCUTS IN CMU AFTER INSTALLING

THRU BOLTS. HORIZONTAL LEG OF STEEL ANGLE SHALL BE COPED.

2. NEW MASONRY OPENING IS LOCATED AT THE INTERSECTION OF GRID LINES C & 16.

A S-501

NOTE 1

8" MIN.

NOTE 1

8" MIN.

2" MIN.

ELEVATION VARIES

WITH SLOPE

NEW STEEL LINTEL,

SEE LINTEL SCHEDULE

T.O. OPENING

APPROX. ELEV. 99'-4"

OPENING

FULLY GROUT ONE ADJACENT

VERTICAL CELL, PATCH HOLE

AS REQUIRED

US Army Corps of Engineers ® Omaha District

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

N U

1 2 3 4 5

M W

B U

, W

G H

S-501

O N

R Y

N S

A I

C O

M M

P O

0, O M

A H A

T R

T O

A, N

H O

O K

H O

O K

N E

F-

-B

-0

0_ C

W R

N -B

-7

1 1/2" = 1'-0"S-501

A SECTION

3/4" = 1'-0"

NEW OPENING IN MASONRY WALL

K D

N D

0 1' 2' 3'

UP UP

37'-6" 143'-9" 37'-6"

218'-9"

'-0

1 2 3 4

12'-9" 12'-0" 12'-9" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 11'-10 1/2" 11'-10 1/2" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 18'-9" 18'-9"

5 6 7 8 9 10 11 12 13 14 15 16 17 19

COPIER

'-9

'-0

'-9

-6

STAIRS

ST-1

STAIRS

ST-3

COMMAND

POST

ELEC/

COMM

KITCHENETTE

UPS

SUMP

COMMAND

POST EQUIP.

MEN'S

CORRIDOR

OFFICE

COMPUTER

ELECTRIC

MECHANICAL

MECH-2

BREAK

TOILET

OFFICE

STORAGE

MECHANICAL

MECH-1

20 19

8 13 8 13

7 13 7 13

3 5

7 8 13

AREA NOT IN CONTRACT

25 SLAB ON GRADE TO REMAINSLAB ON GRADE TO BE REMOVED

SEE STRUCTURAL DWGS

REMOVE RAISED FLOOR

FOR LANDING

AREA NOT IN CONTRACT

REMOVE

16'-9"

8' -6

CARDIO

MEN'S

CORRIDOR

FITNESS

FLIGHT

CHIEF

OFFICE 10

OFFICE 10A

010A

CRISIS

ACTION

TEAM (CAT)

STORAGE

CORRIDOR

011VESTIBLE

STORAGE

TRAINING

SCENARIO

TRAINING

READINESS

REPORTING

SIPRNET

CAFE

STORAGE

COMM

STORAGE

WOMEN'S

MEN'S

CORRIDOR

STORAGE

VAULT

STAIRS

ST-2

UTILITY

US Army Corps of Engineers ® Omaha District

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

N U

1 2 3 4 5

M W

B U

, W

G H

AD100

G /D

E M O

O N

C O

S I

C O

M M

P O

0, O M

A H A

T R

T O

A, N

S/ T

R D

D A

O R

U P

F-

-B

-0

0_ C

W R

N -B

-7

3/32" = 1'-0"AD100

1 EXISTING/DEMOLITION FLOOR PLAN - COMPOSITE

0 20'10'5'

PLAN NORTH

KEYNOTES - DEMOLITION

MARK DESCRIPTION

1 EXISTING COLUMN, TYP. AT GRID LINE INTERSECTIONS,

TO REMAIN UNLESS OTHERWISE NOTED

2 REMOVE WALL AND ALL ASSOCIATED DOORS.

ELECTRICAL ITEMS AND OTHER APPURTENANCES.

3 REMOVE TILE

4 EXISTING 12" MASONRY WALL TO REMAIN

5 REMOVE ALL PLUMBING FIXTURES - SEE PD100 FOR

SPECIFICS

6 REMOVE ALL TOILET AND URINAL PARTITIONS

7 REMOVE FLOORING AND WALL BASE

8 REMOVE ACCESS FLOORING SYSTEM

9 REMOVE RAILING AND RAMP

10 REMOVE VAULT DOOR. FRAME TO REMAIN

11 REMOVE FURRING AROUND COLUMN

12 REMOVE WAINSCOT

13 REMOVE CEILING TILE, GRID, LIGHT FIXTURES, ALARMS,

SPRINKLER HEADS, ECT.

14 REMOVE LOCKERS

15 REMOVE STEP AND RAILING

16 REMOVE LIGHT SOFFIT AROUND ROOM

17 REMOVE STEP

18 EXISTING 8" CONCRETE WALL TO REMAIN

19 REMOVE RAMP

20 REMOVE UTILITY SINK AND WATER HEATER

21 EXISTING CABINETS, COUNTERS, AND APPLIANCES TO

REMAIN IN PLACE

22 REMOVE DOOR AND FRAME. AT WOOD DOORS,

SALVAGE DECORATIVE WOOD CASING FOR REUSE.

23 REMOVE WALL FINISHES

24 EXISTING ACOUSTICAL TILE CEILING, HVAC AND OTHER

CEILING APPURTENANCES TO REMAIN

25 ROOM TO REMAIN OCCUPIED DURING CONSTRUCTION.

DEMOLITION SHALL BE RESTRICTED TO ONLY WHAT IS

NECESSARY TO ROUTE PIPING, DUCTS, CONDUIT AND

UTILITIE'S TO THE REST OF THE BASEMENT

RENOVATION.

26 REMOVE PORTION OF SLAB FOR NEW RAMP AND 12"

CMU WALL FOR NEW OPENING, SEE SHEET S-501 FOR

NEW LINTEL DETAILS

27 PATCH ALL OPENINGS IN WALL ABOVE CEILING

GENERAL NOTES:

1. SEE FD100, PD100, MD100 FOR ADDITIONAL

DEMOLITION INFORMATION.

2. REMOVE ALL FURRING AND GYPSUM WALLBOARD ON

EXTERIOR BASEMENT WALLS OF AREAS BEING

RENOVATED, AND REMOVE ASSOCIATED ELECTRICAL

CONDUITS, WIRING, OUTLETS, ETC.

AREA "A"

AREA "B"AREA "C"

KEYPLAN- BASEMENT FLOOR

WALLS TO BE DEMOLISHED

K D

N D

15 16 17 19

16'-5"

'-9

'-0

STAIRS

ST-1

AREA "B"

AREA "A"

7 8 13

THE BASE COMM SQUADRON IS TO RELOCATE ALL

COMMUN…

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File details come from the government source that posted it. Updated Dec 28, 2023.