DRAFT_443309_-_VOLUME_1_03-31-16.pdf

SHEET ID

1/

/2

1:

:4

P

M

MIDDLE EAST DISTRICT

AIR DEFENSE IMPROVEMENTS

W912ER-16-R-0008

P2-443309

UNSPECIFIED WORLDWIDE

G-000

VOLUME 1 OF 4

SITE ICC#3

443309K - SCREEN ROOM BUILDING

DRAFT

D R

AW

N

B Y:

D

ES

IG

N

B Y:

S U

BM

IT

T E D

B Y:

S

IZ

E:

FI

LE

N

O

IS

SU

E D

A T E:

C O

N

TR

A C

T N

O

S O

LI

C

IT

A

TI

O

N N

O

C

KD

B Y:

US Army Corps of Engineers ®

X

A

P

LO

T

SC

AL

E:

P

LO

T D

A T E:

US

A rm y

Co rp s of

E ng in ee rs M id dl e Ea st D is tri ct

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

AP

PR

B

C

D

2 3 4 5 1/

/2

1:

:0

P M

1/

/2

1:

:0

PM

A

IR

D

EF

EN

SE

IM

PR

O V E

M

EN

TS

-0 7-

Enter District

EM

S

G W

D

R O

B

ER

T L.

F O

X , P

E

-G

I0

G N

G-004

JA

R

IN

D

EX

O

F

VO

LU

M

ES

P2 -4

U

N

SP

E C

IF

IE

D

W O

R L D

W

ID

E

G

EN

ER

A

L

SHT. REF.

NO. FILE NO

REVISIONS

REV. NO. AM/COP NO. TITLE

INDEX OF VOLUMES

G-011

COVER SHEET VOLUME 1 OF 4

G-004

G-000 450031-GI000GN

VOLUME 1 SITE ICC#3

INDEX OF VOLUMES

INDEX OF DRAWINGS VOLUME 1 SHEET 1

SITE DESIGN - ICC #3

450031-GI004GN

450031-GI011GN

G-014

COVER SHEET VOLUME 3 OF 4

G-004

G-002 450031-GI002GN

VOLUME 3 SITE 07 - ALS

INDEX OF VOLUMES

INDEX OF DRAWINGS VOLUME 3 SHEET 1

450031-GI004GN

450031-GI015GN

SITE DESIGN - SITE 06 - ALJ

443309A - ENGAGEMENT CONTROL STATION

443309C - TOILET BUILDING

443309D – GUARD HOUSE

443309E – GUARD TOWER

443309F – CAR PARKING SHELTER

443309H – STORAGE FACILITY

443309I – FREQUENCY CONVERTER – PDU SHELTER

443309B - HEADQUARTERS BUILDING

443309G – TRUCK PARKING SHELTER

G-016

COVER SHEET VOLUME 4 OF 4

G-004

G-003 450031-GI003GN

VOLUME 4 STANDARDS

INDEX OF VOLUMES

INDEX OF DRAWINGS VOLUME 4 SHEET 1

450031-GI004GN

450031-GI017GN

443309$ - STANDARDS

G-012

COVER SHEET VOLUME 2 OF 4

G-004

G-001 450031-GI001GN

VOLUME 2 SITE 06 - ALJ

INDEX OF VOLUMES

INDEX OF DRAWINGS VOLUME 2 SHEET 1

450031-GI004GN

450031-GI013GN

G-013 INDEX OF DRAWINGS VOLUME 2 SHEET 2450031-GI014GN

G-015 INDEX OF DRAWINGS VOLUME 3 SHEET 2450031-GI016GN

443309K – SCREEN ROOM BUILDING

443309L – POWER PLANT FACILITY

443309M – PRAYER BUILDING

443309P – MAINTENANCE HIGH BAY

SITE DESIGN - SITE 07 - ALS

443309A - ENGAGEMENT CONTROL STATION

443309C - TOILET BUILDING

443309D – GUARD HOUSE

443309E – GUARD TOWER

443309F – CAR PARKING SHELTER

443309H – STORAGE FACILITY

443309I – FREQUENCY CONVERTER – PDU SHELTER

443309B - HEADQUARTERS BUILDING

443309G – TRUCK PARKING SHELTER

443309L – POWER PLANT FACILITY

443309M – PRAYER BUILDING

443309N – FUEL DISPENSING SUNSHADE

443309P – MAINTENANCE HIGH BAY

M

AR

K D

ES

C

R

IP

TI

O

N D

A

TE

A P

PR

443309N2 – FUEL TRUCK PARKING SUNSHADE

443309N – FUEL DISPENSING SUNSHADE

443309N2 – FUEL TRUCK PARKING SUNSHADE

443309O – EQUIPMENT PADS

443309O – EQUIPMENT PADSDRAFT

D R

AW

N

B Y:

D

ES

IG

N

B Y:

S U

BM

IT

T E D

B Y:

S

IZ

E:

FI

LE

N

O

IS

SU

E D

A T E:

C O

N

TR

A C

T N

O

S O

LI

C

IT

A

TI

O

N N

O

C

KD

B Y:

US Army Corps of Engineers ®

X

A

P

LO

T

SC

AL

E:

P

LO

T D

A T E:

US

A rm y

Co rp s of

E ng in ee rs M id dl e Ea st D is tri ct M

AR

K

D

ES

C R

IP

TI

O N

D

AT

E

AP

PR

B

C

D

2 3 4 5 1/

/2

1:

:2

P M

1/

/2

1:

:2

PM

A

IR

D

EF

EN

SE

IM

PR

O V E

M

EN

TS

-0 7-

Enter District

EM

S

G W

D

R O

B

ER

T L.

F O

X , P

E

-G

I0

G N

G-011

JA

R

IN

D

EX

O

F

DR

A W

IN

G

S

VO

LU

M

E

SH

EE

T

P2 -4

U

N

SP

E C

IF

IE

D

W O

R L D

W

ID

E

G

EN

ER

A

L 1:

INDEX OF DRAWINGS

GENERAL VOLUME 1

SHT. REF.

NO. FILE NO

REVISIONS

TITLEREV. NO. AM/COP NO.

GENERAL

G-000 450031-GI000GN COVER SHEET VOLUME 1 OF 4

G-004 450031-GI004GN INDEX OF VOLUMES

G-011 443309-GI011GN INDEX OF DRAWINGS VOLUME 1 SHEET 1

G-021 443309-GI021GN STANDARD LEGENDS AND SYMBOLOGY

G-031 443309-GI031GN STANDARD ABBREVIATIONS

443309-SITE DESIGN ICC#3

SHT. REF.

NO. FILE NO

REVISIONS

TITLEREV. NO. AM/COP NO.

CIVIL

C-001 443309--CS001 OVERALL PROJECTS LOCATION MAP

C-101 443309--CS101PN ICC#3 OVERALL SITE PLAN

SITE ELECTRICAL

XE-101 443309--XE101PN ELECTRICAL SITE PLAN

SITE TELECOMMUNICATIONS

XT-101 443309--XT101PN TELECOMMUNICATIONS SUNSHADE TO TOWER

XT-102 443309--XT102PN TELECOMMUNICATIONS - RF PATCH PANEL CAOMMAND

POST TO BUILDINGS

XT-103 443309--XT103PN TELECOMMUNICATIONS RF PANEL TO SCREEN ROOM

BUILDING

XT-104 443309--XT104PN TELECOMMUNICATIONS RF PANEL TO ADOC

XT-501 443309--XT501DT TELECOMMUNICATIONS DETAILS

XT-502 443309--XT502DT TELECOMMUNICATIONS DETAILS

XT-503 443309--XT503DT HANDHOLE DETAILS

XT-504 443309--XT504DT DUCTBANK DETAILS

XT-505 443309--XT505DT DUCTBANK DETAILS

XT-506 443309--XT506DT UNDERGROUND CONDUIT TO CABLE TROUGH

CONNECTION

XT-507 443309--XT507DT COMMUNICATION DETAILS

XT-508 443309--XT508DT PATCH PANEL CABLE LADDER DETAIL

XT-509 443309--XT509DT TOWER SITE DETAILS

M

AR

K D

ES

C

R

IP

TI

O

N D

A

TE

A P

PR

443309K - SCREEN ROOM BUILDING

SHT. REF.

NO. FILE NO

REVISIONS

TITLEREV. NO. AM/COP NO.

STRUCTURAL

S-101 443309K-SB101PN FOUNDATION AND SLAB PLAN

S-102 443309K-SF102PN ROOF FRAMING PLAN

S-401 443309K-SB401DT NEW AND EXISTING FACILITY INTERFACE DETAILS

S-601 443309K-SF601SC SCHEDULES

ARCHITECTURAL

A-001 443309K-AE001PN LIFE SAFETY PLAN

A-002 443309K-AE002PN AIR BARRIER PLAN

A-100 443309K-AE100PN DEMOLITION PLAN

A-101 443309K-AE101PN GROUND FLOOR PLAN

A-102 443309K-AE102PN ROOF PLAN

A-103 443309K-AE103PN REFLECTED CEILING PLAN

A-201 443309K-AE201EL ELEVATIONS

A-301 443309K-AE301SE BUILDING SECTIONS

A-302 443309K-AE302SE WALL SECTIONS

A-401 443309K-AE401EL SCREEN ROOM

A-501 443309K-AE501DT DETAILS

A-601 443309K-AE601SC DOOR, WINDOW AND FINISH SCHEDULES

MECHANICAL

M-101 443309K-MH101PN GROUND FLOOR HVAC PLAN

M-102 443309K-MH102PN ROOF HVAC PLAN

ELECTRICAL

E-101 443309K-EP101PN POWER AND LIGHTING PLAN

E-102 443309K-EP102PN POWER, GROUNDING AND LIGHTING PROTECTION

PLAN

E-601 443309K-EP601PN PANEL SCHEDULES

E-602 443309K-EP602PN ONE LINE DIAGRAM

TELECOMUNICATIONS

T-101 443309K-TN101PN CABLE TRAY / CONDUIT ENTRANCE PLAN

T-102 443309K-TN102PN TELECOMMUNICATIONS - SCREEN ROOM BUILDING

DETAILS

T-301 443309K-TN301PN CABLE LADDER TO CONDUIT TRANSITION DETAIL

DRAWING AREA

TITLE TEXT SIZE

ISSUE BLOCK ONLY

SHEET ID BLOCK

6MM FOR SUBTITLES AND TITLES

3MM FOR DIMENSIONS, NOTES, CALLOUTS,

TABLE/SCHEDULE TEXT AND GENERAL TEXT

NOTE TEXT SIZE

A

AMENDMENT NUMBER

COP LETTER

MMDDYY

MMDDYY

MMDDYY

MMDDYY

2.5MM FOR REVISION TEXT

2.5MM FOR ISSUE TEXT

XX%

10%

DESIGN SUBMITTAL

BORDER SUBMITTAL

SHEET ID

X-101

SHEET OF

3MM SHEET ID TEXT

3MM FACILITY DESIGNATOR TEXT

5MM SHEET NUMBER TEXT

3MM VARAIBLE TEXT

1.5MM CONSTANT TEXT

SYMBOLS

GENERAL REFERENCE

CL

TEXT ATTRIBUTES

Ø

PL

X

X-XXX

X

X-XXX

X

X-XXX

X

X-XXX

PLAN NORTH

XXX

W1

1t

ROUGH FLOOR ELEVATION

IN PLAN

FINISH FLOOR ELEVATION

IN PLAN

ELEVATION SYMBOL IN

SECTION AND ELEVATION

COLUMN GRIDLINE

CENTERLINE ID

PLUS OR MINUS

DIAMETER

ELEVATION MARKER

PLATE LINE ID

ANGLE

PLUS

KEY PLAN HATCHING

KEY PLAN ID

RGH FL ELEV

FIN FL ELEV

FIN FL ELEV

NORTH SYMBOL

ROOM ID

DOOR ID

WINDOW ID

WALL TYPE ID

COLUMN ID - VERTICAL;

(USE NUMBERS)

COLUMN ID - HORIZONTAL;

(USE LETTERS EXCEPT

FOR O & I)

REVISION ID

EQUIPMENT ID

KEY NOTE ID

MATCHLINE IDMATCH LINE

SEE XX/X-XXX

View Scale

View Name X

X View Name View ScaleX-XXX

X View Name View ScaleX-XXX

DRAWING TITLE FOR PLANS,

DIAGRAMS, SCHEDULES,

3D REPRESENTATIONS,

OR STANDARD DETAILS

STANDARD DETAILS DO NOT

SPECIFICALLY REFERENCE A SHEET

STANDARD DETAILS ARE LOCATED

IN THE STANDARD NOTES AND DETAILS FOLDER

SECTION/ELEVATION LETTER,

OR DETAIL NUMBER

SHEET NUMBER OF SHEET WHERE

ILLUSTRATION IS REFERENCED

SHEET NUMBER OF SHEET WHERE

ILLUSTRATION IS REFERENCED

ON MULTIPLE SHEETS

DRAWING TITLES

PLANS, DIAGRAMS,

SCHEDULES,

STANDARD DETAILS,

3D REPRESENTATIONS

SECTIONS, ELEVATIONS,

ENLARGED PLANS,

SPECIFIC DETAILS

SECTIONS, ELEVATIONS,

ENLARGED PLANS,

SPECIFIC DETAILS

CROSS REFERENCING SYMBOLS

SECTION MARKER

DETAIL CALLOUT

INTERIOR

ELEVATION MARKER

EXTERIOR

ELEVATION MARKER

SECTION LETTER

SHEET NUMBER OF SHEET WHERE

SECTION IS REFERENCED

DETAIL NUMBER

INTERIOR ELEVATION LETTER

SHEET NUMBER OF SHEET WHERE

SECTION IS REFERENCED

SHEET NUMBER OF SHEET WHERE

SECTION IS REFERENCED

SHEET NUMBER OF SHEET WHERE

SECTION IS REFERENCED

ELEVATION LETTER

X-X

X-XXX

X-XXX

X

X-XXX

X

XX

X

X-XXX

X

TYPICAL

TAM DRAWING SCALES

ROOF PLANS

LIFE SAFETY FLOOR PLANS

REFLECTED CEILING PLANS

TYPICAL FLOOR PLANS

ENLARGED FLOOR PLANS

EXTERIOR ELEVATIONS

INTERIOR ELEVATIONS

BUILDING SECTIONS

WALL SECTIONS

CROSS SECTIONS

DETAILS

STAIR DETAILS

CIVIL PROFILES

HORIZONTAL

VERTICAL

1:200

20m4m 16m12m8m0m

1:100

10m2m 8m6m4m0m

1:50

5m1m 4m3m2m0m

1:100

10m2m 8m6m4m0m

1:50

5m1m 4m3m2m0m

1:100

10m2m 8m6m4m0m

1:50

5m1m 4m3m2m0m

1:10

1m0.2m 0.8m0.6m0.4m0m

1:5

0.5m0.1m 0.4m0.3m0.2m0m

1:10

1m0.2m 0.8m0.6m0.4m0m

1:20

2m0.4m 1.6m1.2m0.8m0m

1:100

10m2m 8m6m4m0m

1:50

5m1m 4m3m2m0m

A

X-XXX

X-XXX

X-XXX

X-XXX

X-XXX

SHEET ID

D R

AW

N

B Y:

D

ES

IG

N

B Y:

S U

BM

IT

T E D

B Y:

S

IZ

E:

FI

LE

N

O

IS

SU

E D

A T E:

C O

N

TR

A C

T N

O

S O

LI

C

IT

A

TI

O

N N

O

C

KD

B Y:

US Army Corps of Engineers ®

X

A

P

LO

T

SC

AL

E:

P

LO

T D

A T E:

US

A rm y

Co rp s of

E ng in ee rs M id dl e Ea st D is tri ct M

AR

K

D

ES

C R

IP

TI

O N

D

AT

E

AP

PR

B

C

D

2 3 4 5 1/

/2

1:

:0

P M

1/

/2

1:

:0

PM

A

IR

D

EF

EN

SE

IM

PR

O V E

M

EN

TS

-0 7-

Enter District

EM

S

G W

D

R O

B

ER

T L.

F O

X , P

E

-G

I0

G N

G-021

JA

R

ST

AN

D A

RD

L

EG

EN

D S

A

ND

S

YM

B O

LO

G

Y

P2 -4

U

N

SP

E C

IF

IE

D

W O

R L D

W

ID

E

G

EN

ER

A

L

M

AR

K D

ES

C

R

IP

TI

O

N D

A

TE

A P

PR

A AMPERE

A/C AIR CONDITIONING

A/E ARCHITECT/ENGINEER

AAFES ARMY & AIR FORCE EXCHANGE

SERVICE

AAV AUTOMATIC AIR VENT

ACC ACCESSIBLE

ACP ASPHALTIC CONCRETE PAVEMENT

ACV AUTOMATIC CONTROL VALVE

AD AREA DRAIN

ADDL ADDITIONAL

ADMIN ADMINISTRATION

AFF ABOVE FINISHED FLOOR

AFFF AQUEOUS FIRE FIGHTING FOAM

AFG ABOVE FINISHED GRADE

AH AMPERE HOUR

AHU AIR HANDLING UNIT

AI ANALOG INPUT

ALUM ALUMINUM

AMI ADVANCED METERING

INFRASTRUCTURE

AMP AMPERE

AO ANALOG OUTPUT

APPROX APPROXIMATE

ARCH ARCHITECTURAL

AS AIR SEPARATOR

ASC ASPHALTIC SURFACE COURSE

ASPH ASPHALT

ASSN ASSOCIATION

ASSY ASSEMBLY

AT/FP ANTI-TERRORISM FORCE

PROTECTION

AUX AUXILIARY

AVG AVERAGE

BC BACK OF CURB, BARE COPPER

BF BOTH FACES, BLIND FLANGE

BFP BACKFLOW PREVENTER

BLDG BUILDING

BM BENCHMARK

BMS BALANCE MAGNETIC SWITCH

BOL BOLLARD

BRKR BREAKER

BSP BLACK STEEL PIPE

BT BATHTUB

BTWP BALLANCE TWISTED PAIR

C CELSIUS, CHANNEL, CONDUIT,

CONDUCTOR, COMMUNICATION

CA COMPRESSED AIR

CAL CALORIE

CAO COMPRESSED AIR OUTLET

CB CATCH BASIN, CIRCUIT BREAKER

CBL CABLE

CC CENTER TO CENTER, CUBIC

CENTIMETER

CCTV CLOSED CIRCUIT TELEVISION

CD CANDELA, CEILING DIFFUSER

CE CIVIL ENGINEER(S)

CH COAT HOOK, CHANGING, CHILLER

CHH COMMUNICATIONS HAND HOLE

CHR CHILLED WATER RETURN

CHS CHILLED WATER SUPPLY

CHU CONTAINERIZED HOUSING UNIT

CI CAST IRON

CIJ CONTROL JOINT

CIP CAST-IN-PLACE, CAST IRON PIPE

CJ CONSTRUCTION JOINT, CONTROL

JOINT

CKT CIRCUIT

CL CENTER LINE

CLG CEILING

CLJ CONSTRUCTION LONGITUDINAL

JOINT

CLKG CALKING

CLR CLEAR

cm CENTIMETER cm 2 CENTIMETER SQUARED cm 3 CUBIC CENTIMETER cm/s CUBIC CENTIMETER PER SECOND

CMH COMMUNICATIONS MANHOLE

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CO CLEANOUT, CONDUIT ONLY

COL COLUMN

COMM COMMUNICATIONS

COMPR COMPRESSOR

CONC CONCRETE

COND CONDENSER, CONDENSATE

CONSTR CONSTRUCTION

CONT CONTINUE, CONTINUOUS

COR CONTRACTING OFFICER’S

REPRESENTATIVE, CORNER,

CHANGE ORDER REQUEST

CORR CORRIDOR

CRAC COMPUTER ROOM AIR CONDITIONING

UNIT

CS CAST STONE, CARBON STEEL

CSC CONVOY SUPPORT CENTER

CSS COMPACT SUBSTATION

CTR(S) CENTER(S)

CTRL CONTROL

CU CUBIC, COPPER

CV CONTROL VALVE

CW COLD WATER

DAS DATA ACQUISTION SYSTEM

DBL DOUBLE

DBP DISTRIBUTION PANEL

DCW DOMESTIC COLD WATER

DEG C, °C DEGREES CELSIUS

DF DRINKING FOUNTAIN

DFAC DINING FACILITY

dg DECIGRAM

DG DOOR GRILL

DH DUCT HEATER

DHW DOMESTIC HOT WATER

DI DROP INLET, DRAIN INLET,

DISCRETE INPUT

DIA DIAMETER

DIP DUCTILE IRON PIPE

dL DECILITER

DL DEAD LOAD, DIESEL

dm DECIMETER

DN DOWN

DO DISCRETE OUTPUT

DP DEW POINT, DIFFERENTIAL

PRESSURE

DR DOOR, DOUBLE RIB

DV DISTINGUISHED VISITORS

DW DOMESTIC WATER

DWG DRAWING

DXCC DIRECT EXPANSION COOLING COIL

E EAST, EASTING, EXISTING

EC EDGE OF CURB, EMPTY CONDUIT

ECV EMERGENCY CONTROL VALVE

EF EACH FACE, EXHAUST FAN

EG EXHAUST AIR GRILLE

EHC ELECTRIC HEATING COIL

EHH ELECTRIC HAND HOLE

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC(AL)

ELECT ELECTRICAL

ELR ELECTRIC REFRACTION AT RIM

ELV ELECTRIC VERTICAL ROD

RETRACTION

EMH ELECTRICAL MANHOLE

EMT ELECTRICAL METALLIC TUBING,

EMERGENCY MEDICAL TECHNICIAN

EMCS ENERGY MONITORING AND CONTROL

SYSTEM

ENT ELECTRICAL NONMETALLIC TUBING

ENTR ENTRANCE

EOL END OF LINE

EP EDGE OF PAVEMENT, ELECTRICAL

PANEL

EQ EQUAL

EQUIP EQUIPMENT

ER EXHAUST REGISTER

ES ELECTRIC STRIKE

ESS ELECTRONIC SECURITY SYSTEMS

EST ESTIMATE

ET EXPANSION TANK

ETC ET CETERA, AND SO FORTH

EW EACH WAY, EFFLUENT WATER

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION, EXPLOSION PROOF

EXST GR EXISTING GRADE

EXT EXTERIOR

F/B FROM FLOOR BELOW

FA FIRE ALARM, FRESH AIR

FACP FIRE ALARM CONTROL PANEL

FCU FAN COIL UNIT

FCV FLOW CONTROL VALVE

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FES FLARED END SECTION

FFLE FINISH FLOOR ELEVATION

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FIN FINISH, FINISHED

FIN GR FINISH GRADE

FL FLOOR LINE, FLOOR,

FLASHING, FLOOD LIGHT

FLG FLANGE

FLR FLOOR

FLUOR FLUORESCENT

FLX FLEXIBLE CONDUIT

FO FIBER OPTIC

FOB FORWARD OPERATING BASE

FOC FACE OF CURB

FP FIRE PROTECTION

FS FLOOR SINK

FSS FLOW SWITCH

FSR FUEL STORAGE RECOVERY

FT FEET

FTP FUEL TRANSFER PUMP

FTR FINNED TUBE RADIATION

FUT FUTURE

FVNR FULL VOLTAGE NON-REVERSING

FXD FIXED

G GIRDER, GROUND

GA GAGE

GB GROUND BAR

GALV GALVANIZED

GC GENERAL CONTRACTOR

GEN GENERAL, GENERATOR

G LN GAS LINE

GL GLASS

GLZD GLAZED

GM GAS METER

GND GROUND

GR GROSS, GRADE

GRL GRILLE

GRTG GRATING

GTV GATE VALVE

GW GUY WIRE

GYP BD GYPSUM WALL BOARD

ha HECTARE

HB HOSE BIBB

HC HEATING COIL

HCD HOLLOW CORE DOOR

HCP HANDICAP PUSHBUTTON

HD HEAD

HDB HEATING DISTRIBUTION BOX

HDPE HIGH DENSITY POLYETHELENE

HDW HARDWARE

HDWL HEADWALL

HGR HANGER

HT HEIGHT

hL HECTOLITER hm HECTOMETER

HM HOLLOW METAL

HMA HOT MIX ASPHALT

HNDRL HANDRAIL

HORIZ HORIZONTAL

HP HIGH PRESSURE, HEAT PUMP

HPT HIGH POINT

HQ HEADQUARTERS

HR HOUR

HRCP HEAT RECOVERY COIL PUMP

HRR HEAT RECOVERY RETURN

HRS HEAT RECOVERY SUPPLY

HV HIGH VOLTAGE

HW HOT WATER

HWC HOT WATER CIRCULATION

HWCP HOT WATER CIRCULATION PUMP

HWP HOT WATER PUMP

HWR HEATING WATER RETURN

HWS HEATING WATER SUPPLY

HEX HEAT EXCHANGER

Hz HERTZ

ID INSIDE DIAMETER

IE INVERT ELEVATION

IF INSULATING FLANGE

INSUL INSULATION

INSTR INSTRUMENT

INT INTERIOR

INV INVERT

ITN INFORMATION TECHNICAL NODE

JCT JUNCTION

JOH JAMB OPENING HEIGHT

JOW JAMB OPENING WIDTH

JR JOINT REINFORCING

JT JOINT

k KILO

K KELVIN

kCAL KILOCALORIE

KCMIL THOUSAND CIRCULAR MILLS

kg KILOGRAM kHz KILOHERTZ kL KILOLITER km KILOMETER km 2 SQUARE KILOMETER

KM/H KILOMETER PER HOUR

KM/S KILOMETER PER SECOND

KPA KILOPASCAL

KS KITCHEN SINK

KV KILOVOLT

KVA KILOVOLT AMPERE

KVAH KILOVOLT AMPERE PER HOUR

L LITER

L/S LITER PER SECOND

LAB LABORATORY

LAV LAVATORY

LCM LOOSE CUBIC METER

LG LONG, LENGTH

LLA LOW LEVEL ALARM

LM LUMEN

LINTL LINTEL

LP LIGHT POLE

LPT LOW POINT

LPW LUMENS PER WATT

LRA LOCKED ROTOR AMPS

LSA LIFE SUPPORT AREA

LT LEFT

LTG LIGHTING

LV LOW VOLTAGE

LVR LOUVER

M METER

M2 SQUARE METER

M3 CUBIC METER

M3/S CUBIC METER PER SECOND

M/S METER PER SECOND

M MEN

MM MILLIMETERS

MA MILLIAMPERE

MA MEDICAL AIR

MACH MACHINE

MAINT MAINTENANCE

MAU MAKEUP AIR UNIT

MAV MANUAL AIR VENT

MAX MAXIMUM

MCA MINIMUM CIRCUIT AMPS

MCC MOTOR CONTROL CENTER

MCD METAL COVERED DOOR

MECH MECHANICAL

MFG MANUFACTURING

MH MANHOLE

MHO MAGNETIC HOLD OPEN

MHz MEGAHERTZ

MIN MINIMUM, MINUTE

MIRR MIRROR

MISC MISCELLANEOUS

MJ MECHANICAL JOINT

mm MILLIMETER mm 2 SQUARE MILLIMETER mm 3 CUBIC MILLIMETER

MO MASONARY OPENING

MON MONITOR, MONUMENT

ms MILLISECOND

MS MOP SINK

MTG MOUNTING

MTL METAL

MTS MANUAL TRANSFER SWITCH

mV MILLIVOLT

MVA MEGAVOLT-AMPERE

mW MILLIWATT

MW MONITORING WELL, MEGAWATT

MWh MEGAWATT HOUR

MWR MORALE, WELFARE &

RECREATION

N NORTH, NORTHING, NEWTON

NA NOT APPLICABLE

NC NORMALLY CLOSED

NO NORMALLY OPEN, NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OA OUTDOOR AIR

OC ON CENTER

OD OUTSIDE DIAMETER

OFF OFFICE

OGL OBSCURE GLASS

OPNG OPENING

OSP OUTSIDE PLANT

P PUMP, POLE

P/V PRESSURE VACUUM

PA PASCAL

PA PUBLIC ADDRESS

PASS PASSAGE, PASSENGER

PC POINT OF CURVATURE, DESKTOP

COMPUTER

PCC PORTLAND CEMENT CONCRETE

PCS PERMANENT CHANGE OF STATION

PDM POSITIVE DISPLACEMENT METER

PDS PROTECTIVE DISTRIBUTION SYSTEM

PE PLAIN END, POLYETHYLENE

PED PEDESTAL

PERF PERFORATED, PERFORM

PET PROTECTED ENTRANCE TERMINAL

PH PHASE, PENTHOUSE

PI POINT OF INTERSECTION

PIV POST INDICATOR VALVE, PIVOTED

PL PROPERTY LINE, PLATE

PLAS PLASTER

PLG PILING

PNL PANEL

POC POINT ON CURVE

POT POINT OF TANGENCY

PP POWER POLE, POWER PANEL,

POLYPROPYLENE

PR PAIR, PIPE RAIL

PRCST PRECAST

PRV PRESSURE REGULATING VALVE

PS CONC PRESTRESSED CONCRETE

PS PRESSURE SENSOR, PULL STATION,

POLYSTYRENE

PSF POUNDS PER SQUARE FOOT

PSIG POUNDS PER SQUARE INCH GAGE

PT POINT

PTZ PAN//TILT/ZOOM

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

QA/QC QUALITY ASSURANCE/QUALITY

CONTROL

QD QUICK DISCONNECT

QTY QUANTITY

R RADIUS, RISER, RANGE

R/U REFRIGERATION UNIT

RAD RADIAN, RADIATOR, RETURN AIR

DUCT

RAH RETURN AIR HUMIDITY

RAT RETURN AIR TEMPERATURE

RC REINFORCED CONCRETE

RCB REINFORCED CONCRETE BOX

RCP REINFORCED CONCRETE PIPE

RD ROAD, RETURN DIFFUSER, ROOF

DRAIN

REC RECESSED, RECREATIONAL

REC C RECESSED CONVECTOR

RECT RECTANGULAR

REG REGISTER

REINF REINFORCED

REQD REQUIRED

RET RETURN

REV REVISION, REVISED, REVOLUTIONS

REX REQUEST TO EXIT

RF REPLACEMENT FACILITY, RADIO

FREQUENCY

RG RETURN AIR GRILLE

RGH ROUGH

RGS RIGID GALVANIZED STEEL

RHC REHEAT COIL

RKVA REACTIVE KILOVOLT AMPERES

RL REFRIGERANT LIQUID

RLG RAILING

RM ROOM

ROW RIGHT OF WAY

RPM REVOLUTIONS PER MINUTE

RR RETURN REGISTER, ROOF ROLLING,

RAILROAD

RS REFRIGERANT SUCTION

RT RIGHT

RTU ROOF TOP UNIT

RW RAW WATER, ROADWAY

S SOUTH

SV STACK VENT

SA SUPPLY AIR

SAN SANITARY SEWER

SB SOIL BORING, SPLASH BLOCK

SC SOLID CORE

SCHED SCHEDULE

SCP SCUPPER

SD STORM DRAIN

SECT SECTION

SFM SANITARY FORCE MAIN

SG SUPPLY AIR GRILLE

SH SHOWER

SHT SHEET, SHAFT

SIG SIGNAL

SIM SIMILAR

SK SINK, SKETCH

SLDG SLIDING

SP STATIC PRESSURE, SUMP

SPA SPACE

SPEC SPECIFICATIONS

SPCL SPECIAL

SPO DUCTLESS SPLIT UNIT OUTSIDE

SQ SQUARE

SS SANITARY SEWER

SSD SUBSURFACE DRAIN

SST STAINLESS STEEL

ST STORM WATER

STA STATION

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

T TOP, TREAD, THERMOSTAT

T&B TOP AND BOTTOM

TB TILE BASE, THROUGH BOLT

TD TRENCH DRAIN

TDH TOTAL DYNAMIC HEAD

TEJ THICKENED EXPANSION JOINT

TEL TELEPHONE

TG TRANSFER GRILLE

TGP TEMPORARY GENERATOR PAD

TFA TO FLOOR ABOVE

TFB TO FLOOR BELOW

TGP TEMPORARY GENERATOR PAD

THK THICKNESS

THRES THRESHOLD

TMGB TELECOMMUNICATIONS MAIN

TMV TEMPERATURE MIXING VALVE

TOB TOP OF BANK, TOP OF BEAM

TOC TOP OF CONCRETE, TOP OF CURB

TOE TOE OF SLOPE

TOG TOP OF GRATING

TOS TOP OF STEEL, TOP OF SLOPE

TOW TOP OF WALL

TS TEMPERATURE SWITCH

TR TELECOMMUNICATION ROOM

TRANS TRANSOM, TRANSPARENT

TS & V TAPPING SLEEVE AND VALVE

TV TELEVISON

TW TREATED WATER

TYP TYPICAL

UGND UNDERGROUND

UH UNIT HEATER

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

UOP UNLESS OTHERWISE NOTED

UP UTILITY POLE

UPS UNINTERRUPTIBLE POWER SUPPLY

UPVC UNPLASTICIZED POLYVINYL

UR URINAL

UTIL UTILITY

V VOLT, VENT

VA VOLT AMPERE

VAC VACUUM

VAM VOLT-AMMETER

VAO VACUUM OUTLET

VAP VACUUM PUMP

VB VALVE BOX, VACUUM BREAKER

VC VERTICAL CURVE

VCT VINYL COMPOSITION TILE

VEL VELOCITY

VFD VARIABLE FREQUENCY DRIVE

VOLT VOLTAGE

VRLY VOLTAGE RELAY

VPC VERTICAL POINT OF CURVE

VPI VERTICAL POINT OF INTERSECTION

VPT VERTICAL POINT OF TANGENCY

VS VENT STACK, VOLTMETER SWITCH

VSA VEHICLE SECURITY AREA

VTR VENT THRU ROOF

W/ WITH

W/O WITHOUT

WB WET BULB, WOOD BASE

WC WATER CLOSET, WALL COVERING

WCC WATER COOLING COIL

WCO WALL CLEANOUT

WFLX WEATHERPROOF FLEXIBLE CONDUIT

WHM WATT HOUR METER

WDB WATER DISTRIBUTION BOX

WG WATER GAUGE

WGL WIRED GLASS

WH WALL HYDRANT

WHS WAREHOUSE

WL WATER LINE, WIND LOAD

WM WATER METER

WS WATER SOFTENER

WSEL WATER SURFACE ELEVATION

WST WATER STORAGE TANK

WTS WATERSTOP

WV WATER VALVE

XFMR TRANSFORMER

YCO YARD CLEANOUT

YH YARD HYDRANT

YR YEAR

NOTES:

1. THE LIST OF ABBREVIATIONS IS SHOWN AS A GUIDE ONLY

AND DOES NOT NECESSARILY INCLUDE ALL ABBREVIATIONS

USED. SOME ABBREVIATIONS LISTED MAY NOT HAVE BEEN

USED. CONSULT AEC/NCS FOR FULL LIST OF ABBREVIATIONS.

2. SOME ABBREVIATION REPRESENT SYMBOLS FOR UNITS OF

MEASURE, AND INTENTIONALLY INCLUDE LOWERCASE LETTERS OR

SUPERSCRIPTS.

3. REFER TO THE GENERAL LEGEND ON SHEET G-021

STANDARD ABBREVIATION LIST

SHEET ID

D R

AW

N

B Y:

D

ES

IG

N

B Y:

S U

BM

IT

T E D

B Y:

S

IZ

E:

FI

LE

N

O

IS

SU

E D

A T E:

C O

N

TR

A C

T N

O

S O

LI

C

IT

A

TI

O

N N

O

C

KD

B Y:

US Army Corps of Engineers ®

X

A

P

LO

T

SC

AL

E:

P

LO

T D

A T E:

US

A rm y

Co rp s of

E ng in ee rs M id dl e Ea st D is tri ct M

AR

K

D

ES

C R

IP

TI

O N

D

AT

E

AP

PR

B

C

D

2 3 4 5 1/

/2

1:

:1

P M

1/

/2

1:

:1

PM

A

IR

D

EF

EN

SE

IM

PR

O V E

M

EN

TS

-0 7-

Enter District

EM

S

G W

D

R O

B

ER

T L.

F O

X , P

E

-G

I0

G N

G-031

JA

R

ST

AN

D

AR

D A

B

BR

EV

IA

TI

O

N S

P2 -4

U

N

SP

E C

IF

IE

D

W O

R L D

W

ID

E

G

EN

ER

A

L

M

AR

K D

ES

C

R

IP

TI

O

N D

A

TE

A P

EX. SUBSTATION

EXISTING COMM. TOWER

EXISTING GATE

EXISTING SUNSHADE

EXISTING GATE

EXISTING COMMAND POST

SIDEWALK

BE MOVED BY OTHERS

EXISTING TRAILER TO

EXISTING JUNCTION BOX

CONVERTER BUILDING

EXISTING FREQUENCY

EXISTING OFFICE TRAILER

SUNSHADES (TO REMAIN)

EXISTING PARKING

FOR GENERATORS

EXISTING SUNSHADE

ICC#3 TO BE PLACED HERE BY OTHERS

EXISTING ICC#1,

ADDITION

BUILDING

ROOM

SCREEN

TO BE REMOVED

EXISTING FENCE

PORTION OF

NEW FENCING

SHEET ID

-0

-0

C-001

A J F

A J F

IM

H

X

Middle East District of Engineers

US Army Corps

U S A rm y C o rp s o f

E n g in e e rs

M id d le E a s t

D is tr ic t

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

D A

T E

A P

P R

GRAPHIC SCALE

DIM. NOTE & NORTH

GENERAL SHEET NOTES

SHEET KEYNOTES

N

DIMENSIONS SHOWN ARE IN METERS.

UNLESS OTHERWISE NOTED, LINEAR

n e n s a jf

IP

P W

P d

C S .d g n

-0

-1

C h ie f, C iv il B ra n c h

P -4

A

IR

D

E F

E N

S E I

M P

R O

V E

M E

N T S

U N

S P

E C

IF

IE

D W

O R

L D

W

ID

E

ALJAHRA

JAZIRAT

FAYLAKA

KUWAIT CITY

CAMP DOHA

JAZIRAT

BUBIYAN

IR

A

Q

IR

A N

IRAQ

KUWAIT

IR

A

Q K

U W

A

IT

SAUDI ARABIA

AL ABDALIYAH

AL AHMADI

MINA' SA' UD

KUWAIT

SAUDI ARABIA

SCALE = NOT TO SCALE

PROJECT LOCATION MAP

SITE 06

LOCATION

PROJECT

SITE 07

LOCATION

PROJECT

ICC#3 SITE

LOCATION

PROJECT

O V

E R

A L L P

R O J E

C T S L

O C

A T

IO

N M

A P

IN

G

R

ID

M

H O

W A

R D

S

IT

E I

C C

C S .d g n

A.B.

SALEM

A.B.

AL JABER

SUBHAN

SCALE = NOT TO SCALE

PROJECT VICINITY MAP

R o u te

Rout e 20

R O

U T

E H

A U

L

R O

U T

E H

A U

L

HANDHOLE

EXISTING

LAYDOWN AREA

ACCESS AND

CONSTRUCTION

TEMPORARY

BOX

GROUND

EXISTING

EXISTING COMM. TOWER

EXISTING GATE

EXISTING SUNSHADE

EXISTING GATE

EXISTING COMMAND POST

SIDEWALK

BE MOVED BY OTHERS

EXISTING TRAILER TO

EXISTING JUNCTION BOX

CONVERTER BUILDING

EXISTING FREQUENCY

EXISTING OFFICE TRAILER

SUNSHADES (TO REMAIN)

EXISTING PARKING

FOR GENERATORS

EXISTING SUNSHADE

ICC#3 TO BE PLACED HERE BY OTHERS

EXISTING ICC#1,

ADDITION

BUILDING

ROOM

SCREEN

TO BE REMOVED

EXISTING FENCE

PORTION OF

NEW FENCING

SHEET ID

-0

-0

C-101

T S

R

A J F

G L

H

X

Middle East District of Engineers

US Army Corps

U S A rm y C o rp s o f

E n g in e e rs

M id d le E a s t

D is tr ic t

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

D A

T E

A P

P R

GRAPHIC SCALE

DIM. NOTE & NORTH

GENERAL SHEET NOTES

SHEET KEYNOTES

N

DIMENSIONS SHOWN ARE IN METERS.

UNLESS OTHERWISE NOTED, LINEAR

n e n s a jf

IP

P W

P d

C S P

N .d g n

S

IT

E I

C C

-0

-1 h ie f, C iv il B ra n c h

-4

C S P

N

1:250

10 5 10 150

1:250

10 5 10 15

A

IR

D

E F

E N

S E I

M P

R O

V E

M E

N T S

U N

S P

E C

IF

IE

D W

O R

L D

W

ID

E

EXISTING FENCE

SCALE= 1:250

OVERALL SITE PLAN

G L E

N N L

H O

R D

U S

K Y

S

IT

E I

C C

O

V E

R A

L L S

IT

E P

L A

N

EXISTING FENCE

BUILDING

MAINT.

EXISTING

MATCH EXISTING FENCING TYPE/HEIGHT/ETC.

FENCE IN ORDER TO MAINTAIN FENCE BOUNDARY AND TO

1. NEW FENCING TO REPLACE REMOVED PORTION OF EXISTING

SIDEWALK

EXISTING OFFICE TRAILER

SUNSHADES (TO REMAIN)

EXISTING PARKING

ICC#3 TO BE PLACED HERE BY OTHERS

EXISTING ICC#1,

NEW FENCING

SHEET ID

X

Middle East District of Engineers

US Army Corps

U S A rm y C o rp s o f

E n g in e e rs

M id d le E a s t

D is tr ic t

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

D A

T E

A P

P R

/1

/2

IP

P W

P d

X E P

N .d g n n e n s a jf

E I

C C

-0

-1

A

IR

D

E F

E N

S E I

M P

R O

V E

M E

N T

U N

S P

E C

IF

IE

D W

O R

L D

W

ID

E

-4

DIMENSIONS SHOWN ARE IN MILLIMETERS.

UNLESS OTHERWISE NOTED, LINEAR

GRAPHIC SCALE

DIM. NOTE & NORTH

GENERAL SHEET NOTES

NN

SHEET KEYNOTES

1:250

10 5 10 150

1:250

10 5 10 15

EXISTING COMMAND

POST

SCALE= 1: 250

X E P

N .d g n

ELECTRICAL SITE PLAN

IA

M M

C h ie f, E le c tr ic a l B ra n c h

D A

V

ID

S

C L

A R

K E P .E

E L E

C T

R

IC

A L S

IT

E P

L A

N

XE-101

TRANSFORMER

1000KVA

EXISTING

MDPK

APPROX 220M

EXISTING SUBSTATION

BE REMOVED BY OTHERS

EXISTING TRAILER TO

NEW ELECTRICAL SERVICE

PROPOSED ROUTING FOR

AND ABBREVIATIONS.

ELECTRICAL LEGEND, GENERAL NOTES

1. REFER TO SHEET SE-001 FOR

IA

/F

G

BUILDING ADDITION.

REQUIREMENTS OF THE SCREEN ROOM

K-E103 & K-E601 FOR THE ELECTRICAL

2.REFER TO SHEET K-E101, K-E102,

AS SHOWN ON KE-102.

TO THE NEW BUILDING EXPANSION

EXTEND THE GROUNDING SYSTEM

GROUND LOOP CONNECTION AND

EXISTING GROUND WELL AND

1 CONTRACTOR IS TO REMOVE

ATS

F G

C H

D C

X

Middle East District of Engineers

US Army Corps

U S A rm y C o rp s o f

E n g in e e rs

M id d le E a s t

D is tr ic t

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

D A

T E

A P

P R

/1

/2

IP

P W

P :d

X T P

N .d g n

:3 n e c t s w t

E I

C C

-0

-1

A

IR

D

E F

E N

S E I

M P

R O

V E

M E

N

S P

E C

IF

IE

D W

O R

L D

W

ID

E

C h ie f, E le c tr ic a l B ra n c h

D A

V

ID

S

C L

A R

K E P .E

T E

L E

C O

M M

U N

IC

A T

IO

N

XT-101

-4

GRAPHIC SCALE

DIM. NOTE & NORTH

GENERAL SHEET NOTES

NN

SHEET KEYNOTES

1:250

10 5 10 150

1:250

10 5 10 15

EXISTING COMMAND

POST

COMMUNICATIONS SITE PLAN

SCALE= 1: 250

EXISTING JUNCTION BOX

LEAF SPRING ASSIST OPENING.

X 1.2m SQUARE WITH DUAL

1. HANDHOLES TO BE 1.54m DEEP, HH3

HH4

S U

N S

H A

D E T

O T

O W

E R

HH1

RIGID STEEL CONDUIT.

ENTRANCE TO BE PVC COATED

ENCASED PVC. BUILDING

2. CONDUITS TO BE CONCRETE

HH2

TWELVE (12) 114mm OD CONDUITS

TWELVE (12) 114mm OD CONDUITS

AND GROUND EXIT DETAILS

DRAWINGS TO ANNOTATE ACTUAL CONDUIT LOCATION

TOWER CLOSE TO THE TOWER CABLE LADDER. SHOP

CONDUITS TO BE TURN UP AT THE BASE OF THE

X T P

N

HH3A

TWELVE (12) 114mm OD CONDUITS

THIS PROJECT.

MH/HH's IS COMPLETED IN

NEW CABLING PLACED IN NEW

ABANDONED IN PLACE AFTER

EXISTING MH/HH's SHALL BE

HOLES, ETC HAVE BEEN PLACED.

ETC. AFTER NEW CONDUIT, HAND

AND PATCH/REPAIR THE ASPHALT,

SHALL BE REQUIRED TO CUT

CURBS, ETC. THE CONTRACTOR

BENEATH EXISTING ASPHALT,

1. WHERE NEW CONDUIT IS RUN

NOTIONAL.

LOCATIONS DEPICTED ARE

OF OSP COMMUNIATION FACILITES.

BE REQUIRED IN THE PLACEMENT

AND OTHER DISCIPLINES MAY

REGARDS TO EXISITNG UTILITIES

2. FIELD COORDINATION IN

THROUGH THE COR.

CONCURRENCE FROM THE CUSTOMER

CUSTOMER STANDARDS WITH

ACCORDANCE WITH THE LOCAL

THE CONCRETE/ASPHALT IN

3. THE CONTRACTOR SHALL PATCH

X

Middle East District of Engineers

US Army Corps

U S A rm y C o rp s o f

E n g in e e rs

M id d le E a s t

D is tr ic t

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

D A

T E

A P

P R

/1

/2

IP

P W

P :d

X T

P N .d g n

:3 n e c t s

E I

C C

-0

-1

A

IR

D

E F

E N

S E I

M P

R O

V E

M E

N

S P

E C

IF

IE

D W

O R

L D

W

ID

-4

GRAPHIC SCALE

DIM. NOTE & NORTH

GENERAL SHEET NOTES

NN

SHEET KEYNOTES

1:250

10 5 10 150

1:250

10 5 10 15

COMMUNICATIONS SITE PLAN

SCALE= 1: 250

EXISTING JUNCTION BOX

LEAF SPRING ASSIST OPENING.

X 1.2m SQUARE WITH DUAL

1. HANDHOLE TO BE 1.54m DEEP, S C

D

C H

D C

C h ie f, E le c tr ic a l B ra n c h

D A

V

ID

S

C L

A R

K E P .E

XT-102

RF PATCH PANEL

CUSTOMER INSTALLED

HH1

T E

L E

C O

M M

U N

IC

A T

IO

N S R

F P

A T

C H

P A

N E

L C

O M

M A

N D P

O S

T T

O B

U

IL

D

IN

G S

RIGID STEEL CONDUIT.

ENTRANCE TO BE PVC COATED

ENCASED PVC. BUILDING

2. CONDUITS TO BE CONCRETE

FOR THE POP ENTRANCE

2M FROM THE BUILDING

STUBBED AND CAPPED

2-114mm PVC CONDUITS

APPX. 203mm BELOW GIRDERS

CABLE LADDER INSTALLED

610mm WIDE x 178mm DEEP

BUILDING TO BE HAND DIG ONLY.

HH1 TO NEW SCREEN ROOM

EXISTING COMMAND POST AND

AREA FROM HANDHOLE 1 TO

INSTALLED PATCH PANEL AREA,

JUNCTION BOX AREA, CUSTOMER

3. ALL DIGGING FROM EXISTING

HH2

TO EXISTING COMMAND POST

10 TO SCREEN ROOM AND 5 UNDER SLAB

FIFTEEN (15) 114mmOD PVC CONDUITS

TO BE DETERMINED BY COR

LOCATION OF HOLES AND WIRING TROUGH

EXISTING WALL, APPX. 635mm AFF EXACT

CORE DRILL SIX (6) 114mm HOLES IN

POST

EXISTING COMMAND

DETAIL XT-507

RADIUS OUTSIDE ELBOWS. SEE

VERTICAL CABLE TRAY VIA 914mm

FACIA TO BE CONNECTED TO

HORIZONTAL CABLE TRAY THROUGH

STUBS FROM HANDHOLE 2.

TRAYS VERTICALLY TO CONDUIT

TO INSTALL DUAL 610mm CABLE

OUTSIDE OF SLAB. CONTRACTOR

THROUGH FACIA TO .5M OVER

CABLE TRAYS TO EXTEND

A MINIMUM OF 2.44M LONG

ABOVE GROUND LEVEL. WIRING TROUGH TO BE

BOTTOM OF WIRING TROUGH TO BE 457mm

WEATHERPROOF NEMA 3R WIRING TROUGH.

UNDERGROUND TO THE BUILDING VIA 456mm

FIVE (5) CONDUITS FROM HANDHOLE 1

PANEL. SEE DRAWING XT-508

CUSTOMER INSTALLED PATCH

INSTALLED VERTICAL BESIDE

THROUGH FACIA AND BE

CABLE TRAYS TO EXTEND

CARRY UHF CABLE (4 TO SCREEN ROOM)

ON ALL 102mm CONDUIT WHICH WILL

SPECIFY 1219mm MINIMUM BEND RADIUS

X T P

N

TO XT-507

INSIDE RADIUS ELBOWS. REFER

JUNCTION BOX VIA 914mm

OVER CUSTOMER INSTALLED

CABLE LADDER TO EXTEND

X

Middle East District of Engineers

US Army Corps

U S A rm y C o rp s o f

E n g in e e rs

M id d le E a s t

D is tr ic t

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

D A

T E

A P

P R

/1

/2

IP

P W

P :d

X T

P N .d g n

:3 n e c t s

E I

C C

-0

-1

A

IR

D

E F

E N

S E I

M P

R O

V E

M E

N

S P

E C

IF

IE

D W

O R

L D

W

ID

-4

GRAPHIC SCALE

DIM. NOTE & NORTH

GENERAL SHEET NOTES

NN

SHEET KEYNOTES

1:250

10 5 10 150

1:250

10 5 10 15

EXISTING COMMAND

POST

COMMUNICATIONS SITE PLAN

SCALE= 1: 250

EXISTING JUNCTION BOX

LEAF SPRING ASSIST OPENING.

X 1.2m SQUARE WITH DUAL

1. HANDHOLE TO BE 1.54m DEEP, RF PATCH PANEL

CUSTOMER INSTALLED

HH1

S C

D

C H

D C

C h ie f, E le c tr ic a l B ra n c h

D A

V

ID

S

C L

A R

K E P .E

T E

L E

C O

M M

U N

IC

A T

IO

N S

XT-103

R F P

A T

C H P

A N

E L T

O S

C R

E E

N R

O O

M B

U

IL

D

IN

G

STEEL CONDUIT.

ENTRANCE TO BE PVC RIGID

ENCASED PVC. BUILDING

2. CONDUITS TO BE CONCRETE

TWELVE (12) 114mm PVC CONDUITS

114mm OD CONDUITS

INSTALL TWO (2)TO AOC

HANDHOLE

EXISTING

CORE DRILL

X T P

X

Middle East District of Engineers

US Army Corps

U S A rm y C o rp s o f

E n g in e e rs

M id d le E a s t

D is tr ic t

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

D A

T E

A P

P R

/1

/2

IP

P W

P :d

X T

P N .d g n

:3 n e c t s

E I

C C

-0

-1

A

IR

D

E F

E N

S E I

M P

R O

V E

M E

N

S P

E C

IF

IE

D W

O R

L D

W

ID

-4

GRAPHIC SCALE

DIM. NOTE & NORTH

GENERAL SHEET NOTES

NN

SHEET KEYNOTES

1:250

10 5 10 150

1:250

10 5 10 15

EXISTING COMMAND

POST

COMMUNICATIONS SITE PLAN

SCALE= 1: 250

EXISTING JUNCTION BOX

LEAF SPRING ASSIST OPENING.

X 1.2m SQUARE WITH DUAL

1. HANDHOLE TO BE 1.54m DEEP, DETERMINED LATER.

EXACT ROUTING TO BE

THE EXISTING SERVER ROOM.

DOWN SHAFT AND CONNECT TO

152mm ID RIGID STEEL CONDUITS

3. CONTRACTOR TO INSTALL TWO,

RF PATCH PANEL

CUSTOMER INSTALLED

HH1

S C

D

C H

D C

C h ie f, E le c tr ic a l B ra n c h

D A

V

ID

S

C L

A R

K E P .E

T E

L E

C O

M M

U N

IC

A T

IO

N S

XT-104

R F P

A T

C H P

A N

E L T

O A

D O

C

RIGID STEEL CONDUIT.

ENTRANCE TO BE PVC COATED

ENCASED PVC. BUILDING

2. CONDUITS TO BE CONCRETE

TWELVE (12) 114mm PVC CONDUITS

BUILDING TO BE HAND DIG ONLY.

HH1 TO NEW SCREEN ROOM

EXISTING COMMAND POST AND

AREA FROM HANDHOLE 1 TO

INSTALLED PATCH PANEL AREA,

JUNCTION BOX AREA, CUSTOMER

4. ALL DIGGING FROM EXISTING

EXISTING COMMAND POST

TO UNDERGROUND CONDUITS TO

MOUNTED ON BUILDING TRANSITIONING

TWO (2) 114mm PVC CONDUIT SURFACE

.91M RADIUS SWEEP ELBOW

AS CONDUITS FROM HANDHOLE 1.

THE BUILDING VIA THE SAME WIRING TROUGH

TO TRANSITION FROM UNDERGROUND TO

TWO CONDUITS(2) FROM SCREEN ROOM,

X T P

NORTH WALL

HANDHOLE 1

SOUTH WALL

HANDHOLE 1

WEST WALL

HANDHOLE 1

1.4M WIDE x 1.4M LONG x 1.5M HIGH

HANDHOLE 1

EAST WALL

HANDHOLE 1

PANEL

INSTALLED PATCH

TO CUSTOMER

HANDHOLE

EXISTING

TO

COMMAND CENTER

TO THE EXISTING

THE BOTTOM FIVE (5)

CONDUITS SCREEN ROOM

THE TEN (10) TOP

ONE METER

STUB OUT

SHEET ID

S C

D

C H

C H

X

Middle East District of Engineers

US Army Corps

U S A rm y C o rp s o f

E n g in e e rs

M id d le E a s t

D is tr ic t

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

D A

T E

A P

P R

/1

/2

IP

P W

P :d

X T

D

T .d g n

:3 n e c t s w t

-0

-1

A

IR

D

E F

E N

S E I

M P

R O

V E

M E

N

S P

E C

IF

IE

D W

O R

L D

W

ID

E

C h ie f, E le c tr ic a l B ra n c h

D A

V

ID

S

C L

A R

K E P .E

L E

C O

M M

U N

IC

A T

IO

N S D

E T

A

IL

-4

XT-501

IT

E I

C C

X T

D

TO HANDHOLE 3

AT SUNSHADE

CABLE LADDERS

TO VERTICAL

1 METER

STUB OUT

SOUTH WALL

NORTH WALL

E A

W

L L

W E

L L

SOUTH WALL

NORTH WALL

E A

L L

W E

L L

SOUTH WALL

NORTH WALL

E A

L L

W E

L L

1.4M WIDE x 1.4M LONG x 1.5M HIGH

HANDHOLE 3 (HH3)

TO HANDHOLE 2 (HH2)

(HH3A)

TO HANDHOLE 3A

1.4M WIDE x 1.4M LONG x 1.5M HIGH

HANDHOLE 2 (HH2)

SHEET ID

X

Middle East District of Engineers

US Army Corps

U S A rm y C o rp s o f

E n g in e e rs

M id d le E a s t

D is tr ic t

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

D A

T E

A P

P R

/1

/2

IP

P W

P :d

X T

D T .d g n

:3 n e c t s w t

-0

-1

A

IR

D

E F

E N

S E I

M P

R O

V E

M E

N

S P

E C

IF

IE

D W

O R

L D

W

ID

-4

E I

C C

S C

D

C H

C H

C h ie f, E le c tr ic a l B ra n c h

D A

V

ID

S

C L

A R

K E P .E

T E

L E

C O

M M

U N

IC

A T

IO

N S D

E T

A

IL

S

XT-502

X T

D

1.4M WIDE x 1.4M LONG x 1.5M HIGH

HANDHOLE 3A (HH3A)

SOUTH WALL

NORTH WALL

E A

L

LW

E

L L

TO HH3

TO HH4

1.4M WIDE x 1.4M LONG x 1.5M HIGH

SOUTH WALL

NORTH WALL

E A

L

LW

E

L L

HANDHOLE 4 (HH4)

TO TOWER

TO HH3A

SHEET ID

X

Middle East District of Engineers

US Army Corps

U S A rm y C o rp s o f

E n g in e e rs

M id d le E a s t

D is tr ic t

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

D A

T E

A P

P R

/1

/2

IP

P W

P :d

X T

D T .d g n

:3 n e c t s w t

-0

-1

A

IR

D

E F

E N

S E I

M P

R O

V E

M E

N

S P

E C

IF

IE

D W

O R

L D

W

ID

-4

E I

C C

S C

D

C H

C H

C h ie f, E le c tr ic a l B ra n c h

D A

V

ID

S

C L

A R

K E P .E

H A

N D

H O

L E D

E T

A

IL

S

XT-503

X T

D

TRENCH WALL

76mm 114mm 76mm 76mm114mm

114mm

114mm

76mm

76mm

836mm

304mm

76mm

305mm

DUCT SPACERS

NOT TO SCALE

THREE-WAY TERMINATOR

B

GENERAL NOTES:

581mm

NOT TO SCALE

DUCT TERMINATORS

2. REINFORCING BARS WILL BE INSTALLED BETWEEN THE TERMINATORS.

REQUIRED BY DUCT CONFIGURATION.

1. TERMINATORS SHALL BE CONNECTED ("INTERLOCKED") TO FORM PANELS AS

213mm

194mm

387mm

213mm

194mm114mm

110mm

213mm

775mm

FOUR-WAY TERMINATOR

TERMINATOR DEPTH

TWO-WAY TERMINATOR

NOT TO SCALE

CONTINUOUS WITH DUCTBANK

95mm COPPER GROUNDWIRE, PROPERLY COMPACTED SOIL

FINISHED GRADE

MINIMUM

609mm

1557, PROCEDURE C.

DETERMINED BY ASTM D

MAXIMUM DENSITY AS

COMPACT TO 95%

BY ASTM D 2487;

SW,SP AS DETERMINED

150mm LOOSE LIFT OF

NOTE: SPACERS TO BE USED ONLY

IN CONCRETE ENCASEMENT.

4. DUCT TERMINATORS TO BE ONE PIECE ABS PLASTIC.

5. DUCT TERMINATORS TO BE CAST INTO THE WALLS/WINDOWS OF THE STRUCTURE.

114mm 114mm 76mm 76mm114mm

75mm WIDE

DETECTIBLE

WARNING TAPE

#6, INSULATED TRACER WIRE .

FOR MULTIDUCT LOCATIONS.

REFER TO MANHOLE/HAND HOLE DETAILS

GENERAL NOTE:

76mm

1026mm

114mm

76mm

CONCRETE ENCASED DUCTBANK 3x5

TRENCH WALL

76mm76mm 114mm

114mm

114mm

76mm

76mm

836mm

304mm

76mm

305mm

CONTINUOUS WITH DUCTBANK

95mm COPPER GROUNDWIRE, PROPERLY COMPACTED SOIL

FINISHED GRADE

MINIMUM

609mm

1557, PROCEDURE C.

DETERMINED BY ASTM

MAXIMUM DENSITY AS

COMPACT TO 95%

BY ASTM D 2487;

SW,SP AS DETERMINED

150mm LOOSE LIFT OF

114mm114mm76mm

75mm WIDE

DETECTIBLE

WARNING TAPE

NOT TO SCALE

836mm

76mm

114mm

#6, INSULATED TRACER WIRE

76mm

CONCRETE ENCASED DUCTBANK 3x4

OD).

3. DUCT TERMINATORS WILL BE SIZED FOR 114mm OUTER DIAMETER (4.5 INCH

114mm

76mm

76mm

SHEET ID

S C

D

C H

C H

X

Middle East District of Engineers

US Army Corps

U S A rm y C o rp s o f

E n g in e e rs

M id d le E a s t

D is tr ic t

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

D A

T E

A P

P R

/1

/2

IP

P W

P :d

X T

D T .d g n

:3 n e c t s

E I

C C

-0

-1

A

IR

D

E F

E N

S E I

M P

R O

V E

M E

N

S P

E C

IF

IE

D W

O R

L D

W

ID

E

C h ie f, E le c tr ic a l B ra n c h

D A

V

ID

S

C L

A R

K E P

D

C T

B A

N K D

E T

A

IL

-4

X T

D T

XT-504

NOT TO SCALE

EXTERIOR CABLE LADDER

229mm

WITH CABLE CLAMPS AS PER SECTION 26 20 00 .

DRAWNGS. EXTERIOR CABLE LADDER TO BE PROVIDED

OVER THE CONTROL MODULES. AND AS SHOWN ON THE

INSTALLED FROM THE TOWER TO THE ECS/ICC BUILDINGS AND

AS A GROUNDING CONDUCTOR. CABLE LADDER TO BE

CABLE LADDER TO BE GALVANIZED STEEL AND UL LISTED

GENERAL NOTE"

SHEET ID

S C

D

C H

C H

X

Middle East District of Engineers

US Army Corps

U S A rm y C o rp s o f

E n g in e e rs

M id d le E a s t

D is tr ic t

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

D A

T E

A P

P R

/1

/2

IP

P W

P :d

X T

D T .d g n

:3 n e c t s

E I

C C

-0

-1

A

IR

D

E F

E N

S E I

M P

R O

V E

M E

N

S P

E C

IF

IE

D W

O R

L D

W

ID

E

C h ie f, E le c tr ic a l B ra n c h

D A

V

ID

S

C L

A R

K E P

C T

B A

N K D

E T

A

IL

XT-505

-4

X T

D

LB FITTING

EXISTING

ENTRY

CABLE

COMM

2 CONDUITS FROM SCREENROOM PULL BOX

5 CONDUITS FROM HH1

EXISTING COMMAND POST

m m

2438mm

DUCT OUTSIDE

NEMA 3R SQUARE

m m

PLASTIC BUSHINGS ON BOTH ENDS.

LOCK NUTS AND FLUSH MOUNTED

STEEL CONDUIT SLEEVES WITH

BE FITTED WITH RIGID GALVANIZED

WITH CUSTOMER. CORES SHALL

CORE DRILLS INTO BUILDING

CONTRACTOR TO COORDINATE

EXISTING

SHEET ID

S D

C H

C H

X

Middle East District of Engineers

US Army Corps

U S A rm y C o rp s o f

E n g in e e rs

M id d le E a s t

D is tr ic t

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

D A

T E

A P

P R

/1

/2

IP

P W

P :d

X T

D T .d g n

:3 n e c t s

E I

C C

-0

-1

A

IR

D

E F

E N

S E I

M P

R O

V E

M E

N

S P

E C

IF

IE

D W

O R

L D

W

ID

E

C h ie f, E le c tr ic a l B ra n c h

D A

V

ID

S

C L

A R

K E P .E

C A

B L E T

R O

U G

H C

O N

N E

C T

IO

N

U N

D E

R G

R O

U N

D C

O N

D U

IT

T

O

XT-506

-4

X T

D T

SCALE = NTS

UNDERGROUND CONDUIT TO WIRE TROUGH DETAIL

SUNSHADE

SLAB

LADDER

CABLE

MOUNTED CABLE LADDER

TO SUPPORT VERTICALLY

ETC.) SHALL BE PROVIDED

(UNISTRUT KINDORF B-LINE

FORMED METAL CHANNEL

VERTICAL SUPPORTS FROM

HANDHOLE

TAPE TO A CABLE RACK IN THE

PLUG. TIE OFF 4 METERS OF PULL

THE I-BOLT ON THE EXPANSION

PULL TAPE SHALL BE TIED TO

EXPANSION TYPE DUCT PLUG.

TO THE HANDHOLE AND AN

EQUIPPED WITH A PULL TAPE

EACH CONDUIT SHALL BE

LADDER ELBOW

914mm OUTSIDE mm

BEFORE CONSTRUCTION IS STARTED

LADDER AND CONDUIT PLACEMENT

SHOP DRAWINGS OF CABLE

CONTRACTOR SHALL PROVIDE

CONDUIT ELBOWS

1219mm RADIUS

HH1/HH2

SHEET ID

S D

C H

C H

X

Middle East District of Engineers

US Army Corps

U S A rm y C o rp s o f

E n g in e e rs

M id d le E a s t

D is tr ic t

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

D A

T E

A P

P R

/1

/2

IP

P W

P :d

X T

D T .d g n

:3 n e c t s

E I

C C

-0

-1

A

IR

D

E F

E N

S E I

M P

R O

V E

M E

N

S P

E C

IF

IE

D W

O R

L D

W

ID

E

C h ie f, E le c tr ic a l B ra n c h

D A

V

ID

S

C L

A R

K E P

O

M M

U N

IC

A T

IO

N D

E T

A

IL

XT-507

-4

X T

D

PATCH PANEL

INSTALLED

CUSTOMER

NOTE 1

NOTE 2

NOTE 2

XT-507.

LADDER ELBOWS. REFER TO DRAWING

TO VERTICAL LADDER VIA EXTERNAL

SUNSHADE FASCIA AND CONNECT

NOTE 1: CABLE LADDERS TO EXIT

SECTION 26 20 00.

CABLE CLAMPS AS SPECIFIED IN

PATCH PANEL FRAME. PROVIDE

(INSTALLED 178mm BEHIND) THE

CABLE LADDER TO BE OFFSET

(UNISTRUT, B-LINE, KINDORFF, ETC.)

OF FORMED METAL CHANNEL,

SHALL BE SUPPORTED BY A FRAME

NOTE 2: VERTICAL CABLE LADDERS

NOTE 3

OF THE FRAME.

WILL PROVIDE THE LOCATION

STEEL BACKBOARD. CUSTOMER

3mm THICK GALVANIZED

INSTALL A 1 METER SQUARE

(UNISTRUT,KINDORF ect.) AND

WITH FORMED METAL CHANNEL

TO INSTALL A MOUNTING FRAME

PATCH PANEL. CONTRACTOR

NOTE 3: CUSTOMER INSTALLED

SHEET ID

X

Middle East District of Engineers

US Army Corps

U S A rm y C o rp s o f

E n g in e e rs

M id d le E a s t

D is tr ic t

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

D A

T E

A P

P R

/1

/2

IP

P W

P :d

X T

D T .d g n

:3 n e c t s

E I

C C

-0

-1

A

IR

D

E F

E N

S E I

M P

R O

V E

M E

N

S P

E C

IF

IE

D W

O R

L D

W

ID

-4

DIM. NOTE & NORTH

NN

D I

C H

D I

C h ie f, E le c tr ic a l B ra n c h

D A

V

ID

S

C L

A R

K E P .E

XT-508

SCALE = NTS

PATCH PANEL/CABLE LADDER DETAIL

P A

T C

H P

A N

E L

C A

B L E L

A D

D E

R D

E T

A

IL

X T

D T m m mm mm

SHEET NOTES

HH4

HH4

STUB-UPS TO TOWER

CABLE LADDER FROM CONDUIT

CONTRACTOR TO INSTALL

DETAILS REFER TO SHEET XT-503

NOTE: FOR HAND HOLE (HH4)

LAYOUT DETAIL

CONDUIT WINDOW

SECTION VIEW

HAND HOLE

LOCATION AND GROUND EXIT DETAILS.

SHOP DRAWINGS TO ANNOTATE ACTUAL CONDUIT

TOWER, CLOSE TO THE TOWER CABLE LADDER.

CONDUITS TO TURN UP AT THE BASE OF THE

NOT TO SCALE

SHEET ID

X

Middle East District of Engineers

US Army Corps

U S A rm y C o rp s o f

E n g in e e rs

M id d le E a s t

D is tr ic t

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

D A

T E

A P

P R

/1

/2

IP

P W

P :d

X T

D T .d g n

:3 n e c t s

E I

C C

-0

-1

A

IR

D

E F

E N

S E I

M P

R O

V E

M E

N

S P

E C

IF

IE

D W

O R

L D

W

ID

-4

I

D I

C H

C h ie f, E le c tr ic a l B ra n c h

D A

V

ID

S

C L

A R

K E P .E

T O

W E

R S

IT

E D

E T

A

IL

XT-509

X T

D

1. ALL LOADS ARE IN ACCORDANCE WITH THE PROVISIONS OF

UFC 3-301-01 AND ASCE 7-10.

2. LIVE LOADS:

A. MINIMUM ROOF LIVE LOAD 4.78 kN/m2 (100 psf) B. MINIMUM FLOOR LIVE LOAD 4.78 kN/m2 (100 psf)

3. DEAD LOADS: WEIGHTS OF BUILDING COMPONENTS

4. WIND LOADS:

A. BASIC WIND SPEED 177 km/h (110 mph)

B. EXPOSURE C

C. IMPORTANCE FACTOR = 1.0

5. SEISMIC CRITERIA:

A. SITE CLASS D (TO BE CONFIRMED BY GEO INVES)

B. Ss 0.46g C. S1 0.22g

D. R 5.0 (INTERMEDIATE REINFORCED

CONCRETE MOMENT FRAME)

E. BASE SHEAR, V 167.64 kN

F. SDC C

6. ASSUMED RISK CATEGORY II

7. ASSUMED SOIL PROPERTIES:

A. NET ALLOWABLE SOIL BRG PRESSURE 95.7 kPa (2000 psf)

B. MODULUS OF SUBGRADE REACTION 27.15 kPa/mm (100 pci)

8. ASSUMED MATERIAL DESIGN PROPERTIES, UNO:

A. CONCRETE: f'c = 28 MPa (4 ksi) B. REINFORCING STEEL: fy = 420 MPa (60 ksi) C. CMU MASONRY: f'm = 14 MPa (2 ksi) D. GROUT COMPRESSIVE STRENGTH = 17.3 MPa (2.5 ksi)

1. SEE SS-001 - SS-003 FOR GENERAL, CONCRETE AND

MASONRY NOTES.

2. SEE SS-501 - SS-508 FOR CONCRETE DETAILS.

3. SEE SS-509 AND SS-510 FOR MASONRY DETAILS

4. SEE SS-502 FOR FOUNDATION DETAILS.

5. SEE S-601 FOR BEAM, COLUMN AND FOUNDATION

SCHEDULES.

1.

2.

3.

4.

5.

6.

7.

8.

TOP OF FLOOR SLAB = 0.00 mm UNO

TOP OF FOUNDATION WALL = 0.00 mm UNO

BOTTOM OF FOUNDATION = SEE SCHEDULE S-601

SEE SS-001 FOR GENERAL NOTES

SEE ARCHITECTURAL DRAWINGS FOR LOCATION AND

PROPERTIES OF INTERIOR WALLS. SEE WALL SECTIONS FOR

INTERIOR WALL REINFORCEMENT.

ALL STRUCTURAL LOADS ARE IN ACCORDANCE WITH UFC 3-

301-01 AND ASCE 7-10

PROVIDE 200 mm THICK CONCRETE SLAB-ON-GRADE, REINFORCED WITH D16 AT 300 O.C. E.W. TOP ONLY.

FOUNDATION SYSTEM OF EXISTING STRUCTURE IS ASSUMED

AND REQUIRES VERIFICATION OF LAYOUT AND SIZE. IF THE

FOUNDATION SYSTEM OF THE EXISTING STRUCTURE IS

FOUND TO BE CONSTRUCTED OTHER THAN WITHIN THE

TOLERANCES SHOWN IN DETAIL 1, SHEET S-401, THE

CONTRACTRACTOR SHALL NOTIFY THE CONTRACTING

OFFICER FOR INSTRUCTION.

1 2 3

A

C

6800 4200

B

CONC STEM

WALL (TYP.)

WALL FOOTING WF1 (TYP.)

F5

COLUMN C1 (TYP.)

RAISED SLAB, TOP OF

SLAB ELEV. 100 mm

SS-502

SS-502

O

/O S

TE

M

W A

LL

11000 O/O STEM WALL

850 5070

F2

F1

F3

F2 F1

F1

F5F4

EXISTING STRUCTURE

S-401

LOCATION OF WALL FOUNDATION

STEP, SEE DETAIL (TYP.)

CJ

C

IJ

CJ

S-401 3

S-401

SS-507

SS-501

T/CONC

BTM OF FTGSTEP

[-1075 MAX ELEV]

T/FDN

BTM OF FTG STEP

[-1075 MAX ELEV]

COLUMN C2

SS-502

SS-502

T/FDN

TOP OF FTG STEP

[-400 MAX ELEV]

T/CONC

TOP OF FTG STEP

[-400 MAX ELEV]

TYP

TYP

TYP

TYP

TYP

TYP

TYP

SHEET ID

D R

AW

N

B Y:

D

ES

IG

N

B Y:

S U

BM

IT

T E D

B Y:

S

IZ

E:

FI

LE

N

O

IS

SU

E D

A T E:

C O

N

TR

A C

T N

O

S O

LI

C

IT

A

TI

O

N N

O

U S

A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

C

KD

B Y:

US Army Corps of Engineers ®

X

A

P

LO

T

SC

AL

E:

P

LO

T D

A T E:

US

A rm y

Co rp s of

E ng in ee rs M id dl e Ea st D is tri ct

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

AP

PR

B

C

D

2 3 4 5 1/

/2

9:

:0

A M

1/

/2

9:

:0

AM

A

IR

D

EF

EN

SE

IM

PR

O V E

M

EN

TS

-0 7-

- C O

N

TR

AC

T

N U

M

BE

R

Middle East District

JM

G

JM

G

JE

FF

R E

Y P.

R

AN

EY

C hi ef

, A rc hi te ct ur al B ra nc h

K

-S B1

P

N

S-101

W

IN

C H

E

ST

E R

, V A

R

LT

FO

U

ND

A

TI

O

N A

N D

SL

A

B P

LA

N

K

P2 -4

U

N

SP

E C

IF

IE

D

W O

R L D

W

ID

E

SC

R

E E N

R O

O M

B U

I L D

IN

G

M

AR

K D

ES

C

R

IP

TI

O

N D

A

TE

A P

PR

GENERAL SHEET NOTES

GRAPHIC SCALE

DIM. NOTE & NORTH ARROW

CRITERIA AND LOADS

FOUNDATION PLAN NOTES

1 : 50

FOUNDATION AND SLAB PLAN

1:50

5m1m 4m3m2m0m

PLAN NORTH

MECCA

1 2 3

C

B

RB1

R B

RB1

RB2 RB2

RB1 RB1

R B

R B

R

B

R B

R

B

PARAPET (TYP.)

6800 4200

11000

C1 C1 C1

C1C2C1

C1 C1 C1 S

LO

P

E 4%

(T

YP

SS-503

SS-503

SS-503

SS-503

ROOF SLAB PENETRATION.

SIZE AND LOCATION PER

ARCH AND MECH (TYP)

EXISTING STRUCTURE

S-401

T/CONC L.P.

ROOF SLAB

[4000]

T/CONC L.P.

ROOF SLAB

[4000]

ROOFTOP AHU (TYP) SEE

MECH FOR SIZE AND LOCATION

(7.12 kN MAX WEIGHT OF AHU)

SS-504

TYP

TYP

TYP

TYP

TYP

TYP

TYP

SS-507

TYP

SS-507

1. TOP OF CONCRETE = VARIES, SEE PLAN

2. SEE SS-001 FOR GENERAL NOTES AND LOADING

CRITERIA

3. SEE SS-505 FOR ELEVATED SLAB DETAILS

4. COORDINATE INSTALLATION OF SCUPPER OPENINGS IN

PARAPET WALLS WITH ARCH DRAWINGS

5. PROVIDE 200 mm THICK CONCRETE ROOF SLAB

REINFORCED WITH D20 AT 300 O.C. E.W. T&B

6. ROOF ACCESS LADDER TO BE DESIGNED BY

CONTRACTOR.

SHEET ID

D R

AW

N

B Y:

D

ES

IG

N

B Y:

S U

BM

IT

T E D

B Y:

S

IZ

E:

FI

LE

N

O

IS

SU

E D

A T E:

C O

N

TR

A C

T N

O

S O

LI

C

IT

A

TI

O

N N

O

U S

A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

C

KD

B Y:

US Army Corps of Engineers ®

X

A

P

LO

T

SC

AL

E:

P

LO

T D

A T E:

US

A rm y

Co rp s of

E ng in ee rs M id dl e Ea st D is tri ct

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

AP

PR

B

C

D

2 3 4 5 1/

/2

9:

:0

A M

1/

/2

9:

:0

AM

A

IR

D

EF

EN

SE

IM

PR

O V E

M

EN

TS

-0 7-

- C O

N

TR

AC

T

N U

M

BE

R

Middle East District

JM

G

JM

G

JE

FF

R E

Y P.

R

AN

EY

C hi ef

, A rc hi te ct ur al B ra nc h

K

-S F1

P

N

S-102

W

IN

C H

E

ST

E R

, V A

R

LT

R O

O F

FR

AM

IN

G

P

LA

N

K

P2 -4

U

N

SP

E C

IF

IE

D

W O

R L D

W

ID

E

SC

R

E E N

R O

O M

B U

I L D

IN

G

M

AR

K D

ES

C

R

IP

TI

O

N D

A

TE

A P

PR

1 : 50

ROOF FRAMING PLAN

ROOF FRAMING PLAN NOTES

GRAPHIC SCALE

DIM. NOTE & NORTH ARROW

1:50

5m1m 4m3m2m0m

PLAN NORTH

ISOLATION JOINT (TYP.)

SLAB-ON-GRADE. SEE

PLAN (TYP.)

T/SLAB

B

OF SYMMETRY

EQ EQ

SLAB (EXISTING FACILITY)

EXISTING

FOUNDATION

WALL (TYP.)

EXISTING WALL

FTG (TYP.)

T/ EXISTING FTG

T/SLAB

EXTERIOR WALL OF

EXISTING FACILITY

PARTIALLY GROUTED

200 CMU WALL, REINF

PER MASONRY NOTES

SLAB-ON-GRADE.

SEE PLAN (TYP.)

NEW 250 STEM WALL SUPPORTED BY

EXISTING WALL FOOTING, SEE DETAILS

FOR REINF. (TYP.)

ISOLATION JOINT

(TYP.)

COLUMN FOOTING,

SEE PLAN (TYP)

COLUMN (TYP.)

50 EXPANSION JOINT (TYP.)

M

AS

O N

R Y

D

ET

AI

LS

LA

P

PE

R

BOTTOM OF FOOTING TO MATCH

ELEVATION AT BOTTOM OF

EXISTING FOOTING (TYP)

PROVIDE A MINIMUM OF 200

GRAVEL BETWEEN SLAB-ON-

GRADE AND T.O. FOOTING (TYP)

SPACE DOWELS TO NOT

INTERFERE WITH ADJACENT

DOWLS (TYP.)

FOOTING BASE WIDTH

VARIES WITH EXISTING

FO

O

T I N

G m m B

E

LO

W G

R A

D E

M

IN

D E

P

TH

O F

B O

TT

O

M O

F

EX

IS

TI

N G

OF EXISTING WALL FOOTING 250 mm

MAX PROJECTION OF FTG FROM FACE

SEE ARCH DRAWINGS FOR

EXPANSION JOINT COVER

INSTALLATION DETAILS

EXISTING STRUCTURE

(TYP), SEE PLAN

SEE PLAN AND SCHEDULE FOR

SIZE AND REINFORCEMENT (TYP)

50 (TYP)

S E

E A

R C

H V

A R

IE

S

EFIS

ROOF SLAB, SEE PLAN (TYP.)

200 CMU WALL (TYP.)

PARAPET, SEE DETAIL (TYP.)

T/SLAB

T/SLAB

SS-509

S E

E

SC

H

ED

U

LE

O N

E X

IS

TI

N G

C O

N D

IT

IO

N S

S

TE

P , S

E E

P

LA

N , V

A R

IE

S

B A

SE

D

S E

E

SC

H

ED

U

LE

(675 MAX)

MATCH STEP

SIZE AND SPACING TO MATCH

FOOTING TOP AND BOTTOM

REINFORCEMENT SEE SCHEDULE

SHEET ID

D R

AW

N

B Y:

D

ES

IG

N

B Y:

S U

BM

IT

T E D

B Y:

S

IZ

E:

FI

LE

N

O

IS

SU

E D

A T E:

C O

N

TR

A C

T N

O

S O

LI

C

IT

A

TI

O

N N

O

U S

A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

C

KD

B Y:

US Army Corps of Engineers ®

X

A

P

LO

T

SC

AL

E:

P

LO

T D

A T E:

US

A rm y

Co rp s of

E ng in ee rs M id dl e Ea st D is tri ct

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

AP

PR

B

C

D

2 3 4 5 1/

/2

9:

:0

A M

1/

/2

9:

:0

AM

A

IR

D

EF

EN

SE

IM

PR

O V E

M

EN

TS

-0 7-

- C O

N

TR

AC

T

N U

M

BE

R

Middle East District

JM

G

JM

G

JE

FF

R E

Y P.

R

AN

EY

C hi ef

, A rc hi te ct ur al B ra nc h

K

-S B4

D

T

S-401

W

IN

C H

E

ST

E R

, V A

R

LT

N

EW

A N

D E

XI

ST

IN

G

F A

CI

LI

TY

IN

T E R

FA

C

E D

ET

A

IL

S

K

P2 -4

U

N

SP

E C

IF

IE

D

W O

R L D

W

ID

E

SC

R

E E N

R O

O M

B U

I L D

IN

G

M

AR

K D

ES

C

R

IP

TI

O

N D

A

TE

A P

PR

N.T.S.

FOOTING INTERFACE DETAIL

N.T.S.

ROOF INTERFACE DETAIL

N.T.S.

STEP FOOTING DETAIL

D R

AW

N

B Y:

D

ES

IG

N

B Y:

S U

BM

IT

T E D

B Y:

S

IZ

E:

FI

LE

N

O

IS

SU

E D

A T E:

C O

N

TR

A C

T N

O

S O

LI

C

IT

A

TI

O

N N

O

U S

A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

C

KD

B Y:

US Army Corps of Engineers ®

X

A

P

LO

T

SC

AL

E:

P

LO

T D

A T E:

US

A rm y

Co rp s of

E ng in ee rs M id dl e Ea st D is tri ct

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

AP

PR

B

C

D

2 3 4 5 1/

/2

9:

:0

A M

1/

/2

9:

:0

AM

A

IR

D

EF

EN

SE

IM

PR

O V E

M

EN

TS

-0 7-

- C O

N

TR

AC

T

N U

M

BE

R

Middle East District

JM

G

JM

G

JE

FF

R E

Y P.

R

AN

EY

C hi ef

, A rc hi te ct ur al B ra nc h

K

-S F6

S

C

S-601

W

IN

C H

E

ST

E R

, V A

R

LT

SC

H

ED

UL

ES

K

P2 -4

U

N

SP

E C

IF

IE

D

W O

R L D

W

ID

E

SC

R

E E N

R O

O M

B U

I L D

IN

G

WALL FOOTING SCHEDULE

TYPE LENGTH WIDTH HEIGHT

LONGITUDINAL

REINFORCEMENT

TRANSVERSE

REINFORCEMENT

ELEVATION AT

BOTTOM COMMENTS

WF1 VARIES 1000 425 4 - D16 T&B D16 @ 175 O.C. -825 MAX

-1500 MIN

CONCRETE COLUMN SCHEDULE

TYPE DIMENSIONS

LONGITUDINAL

REINFORCEMENT TIES DOWELS COMMENTS

C1 400 x 400 mm 8 - D25 D14 @ 150 O.C. 4 - D20 C2 400 x 400 mm 8 - D29 D14 @ 150 O.C. 4 - D20

CONCRETE BEAM SCHEDULE

TYPE WIDTH x HEIGHT

TOP

REINFORCEMENT

BOTTOM

REINFORCEMENT

TRANSVERSE

REINFORCEMENT

TORSIONAL

REINFORCEMENT

BOTTOM OF BEAM

ELEVATION COMMENTS

RB1 400 X 600 mm 5 - D20 3 - D20 D10 @ 75 O.C. MAX 1 - D20 E.F. 3400 mm HEIGHT OF BEAM VARIES. BEAM

HEIGHTS LISTED ARE MINIMUMS.

RB2 400 X 600 mm 5 - D20 5 - D16 D10 @ 75 O.C. MAX NA 3400 mm HEIGHT OF BEAM VARIES. BEAM

HEIGHTS LISTED ARE MINIMUMS.

COLUMN FOOTING SCHEDULE

TYPE LENGTH WIDTH HEIGHT

TOP

REINFORCEMENT

BOTTOM

REINFORCEMENT

ELEVATION AT

BOTTOM COMMENTS

F1 2000 2000 425 8 - D16 E.W. 8 - D16 E.W. -1500 F2 2200 2200 425 6 - D20 E.W. 6 - D20 E.W. -1500 F3 2400 2400 425 7 - D20 E.W. 7 - D20 E.W. -1500

F4 2600 2000 425 8 - D16 LONG

10 - D16 LAT

8 - D16 LONG

10 - D16 LAT

-825

F5 2000 2000 425 8 - D16 E.W. 8 - D16 E.W. -825

M

AR

K D

ES

C

R

IP

TI

O

N D

A

TE

A P

WW

1 2 3

A

C

B

SCREEN ROOM

OFFICE AREA

MAX ALLOWABLE TRAVEL DIST: 61M

ACTUAL TRAVEL DIST: 15M

OPEN OFFICE

COMMON PATH OF TRAVEL

1 HOUR WALL ASSEMBLY

EXIT SIGN LOCATION

CO2 FIRE EXTINGUISHER, 6.8 KG. SIZE,

10B:C RATED, MOUNTING HEIGHT 1067mm

ABOVE FINISHED FLOOR

MULTIPURPOSE DRY CHEMICAL FIRE

EXTINGUISHER, MINIMUM RATING

4A:60B:C, MOUNTING HEIGHT 1067mm

ABOVE FINISHED FLOOR

SHEET ID

D R

AW

N

B Y:

D

ES

IG

N

B Y:

S U

BM

IT

T E D

B Y:

S

IZ

E:

FI

LE

N

O

IS

SU

E D

A T E:

C O

N

TR

A C

T N

O

S O

LI

C

IT

A

TI

O

N N

O

U S

A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

C

KD

B Y:

US Army Corps of Engineers ®

X

A

P

LO

T

SC

AL

E:

P

LO

T D

A T E:

US

A rm y

Co rp s of

E ng in ee rs M id dl e Ea st D is tri ct

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

AP

PR

B

C

D

2 3 4 5 1/

/2

9:

:5

A M

1/

/2

9:

:5

AM

A

IR

D

EF

EN

SE

IM

PR

O V E

M

EN

TS

-0 7-

- C O

N

TR

AC

T

N U

M

BE

R

Middle East District

G

AR

Y D

. B A

KE

R

R

.A

R

ST

JE

FF

R E

Y P

. R A

N E

Y C hi ef

, B ld g.

D es ig n S ec tio n

K

-A E0

P

N

A-001

W

IN

C H

E

ST

E R

, V A

JP

R

LI

FE

S A

FE

TY

P L A

N

K

P2 -4

U

N

SP

E C

IF

IE

D

W O

R L D

W

ID

E

SC

R

E E N

R O

O M

B U

I L D

IN

G

M

AR

K D

ES

C

R

IP

TI

O

N D

A

TE

A P

PR

1 : 50

LIFE SAFETY PLAN

PROJECT: SCREEN ROOM

LOCATION: WORLDWIDE

OWNER: UNSPECIFIED

PROJECT DESCRIPTION: CONSTRUCTION OF A SCREEN ROOM BUILDING TO SUPPORT MILITARY OPERATIONS

ABROAD.

LOCAL BUILDING INSPECTION: TO DATE UNKNOWN

JURISDICTIONAL AUTHORITY: TO DATE UNKNOWN

DESIGN CRITERIA

UFC 3-600-01 SEPTEMBER 2006, CHANGE 3 MARCH 2013. FIRE PROTECTION ENGINEERING

UFC 1-200-01 AUGUST 2010, CHANGE 2. GENERAL BUILDING REQUIREMENTS

REFERENCED FOR GUIDANCE AND BEST PRACTICES. NOT FOR MANDATORY CRITERIA.

UFC 4-010-01 FEBRUARY 2012, CHANGE 1. ANTI TERRORIST STANDARDS FOR BUILDINGS

INTERNATIONAL BUILDING CODE 2012

NFPA 101 LIFE SAFETY CODE 2012

NFPA 10 STANDARD FOR PORTABLE FIRE EXTINGUISHER. 2013

NFPA 70 NATIONAL ELECTRICAL CODES 2014

NFPA 72 NATIONAL FIRE ALARM 2013

NFPA 90A STANDARD FOR INSTALLATION OF AIR CONDITIONING AND VENTILATING SYSTEMS 2012

USACE, MIDDLE EAST DISTRICT DESIGN INSTRUCTIONS MANUAL, MAY 2015

LIFE SAFETY CODE ANALYSIS

OCCUPANCY GROUP: BUSINESS (NFPA 101 CHAPTER 38, IBC SECTION 304)

CONSTRUCTION TYPE: II-B, CONCRETE MASONRY UNIT BEARING WALLS, CONCRETE FLOORS,

UNPROTECTED, NON-SPRINKLERED (IBC TABLE 601)

AREA/HEIGHT (IBC TABLE 503):

MAXIMUM ACTUAL

HEIGHT 3 STORIES 1 STORY

AREA PER FLOOR 2136SM (23,000SF) 127SM (1367SF)

BUILDING SEPERATION: 9.1M (30FT.) (UFC…