DRAFT_443309_-_VOLUME_4_03-31-16.pdf

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MIDDLE EAST DISTRICT

AIR DEFENSE IMPROVEMENTS

W912ER-16-R-0008

P2-443309

UNSPECIFIED WORLDWIDE

G-003

VOLUME 4 OF 4

STANDARDS

443309$ - STANDARDS

DRAFT

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UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

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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

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443309N2 – FUEL TRUCK PARKING SUNSHADE

443309N – FUEL DISPENSING SUNSHADE

443309N2 – FUEL TRUCK PARKING SUNSHADE

443309O – EQUIPMENT PADS

443309O – EQUIPMENT PADSDRAFT

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INDEX OF DRAWINGS

GENERAL VOLUME 4

SHT. REF.

NO. FILE NO

REVISIONS

TITLEREV. NO. AM/COP NO.

GENERAL

G-003 450031-GI003GN COVER SHEET VOLUME 4 OF 4

G-004 450031-GI004GN INDEX OF VOLUMES

G-016 443309-GI016GN INDEX OF DRAWINGS VOLUME 4 SHEET 1

G-021 443309-GI021GN STANDARD LEGENDS AND SYMBOLOGY

G-031 443309-GI031GN STANDARD ABBREVIATIONS

443309$ - STANDARDS

SHT. REF.

NO. FILE NO

REVISIONS

TITLEREV. NO. AM/COP NO.

PLUMBING

SP-001 443309$-MP001GN GENERAL NOTES, ABBREVIATIONS AND SYMBOLS

SP-501 443309$-MP501DT PLUMBING DETAILS

SP-502 443309$-MP502DT PLUMBING DETAILS

MECHANICAL

SM-001 443309$-MH001GN GENERAL NOTES, ABBREVIATIONS AND SYMBOLS

SM-002 450031$-SM002GN SEQUENCE OF OPERATIONS

SM-003 450031$-SM003GN SEQUENCE OF OPERATIONS

SM-501 450031$-SM501DT MECHANICAL DETAILS

SM-502 450031$-SM502DT MECHANICAL DETAILS

SM-503 450031$-SM503DT MECHANICAL DETAILS

SM-504 450031$-SM504DT MECHANICAL DETAILS

SM-601 443309$-SM601SC HVAC REGISTER SCHEDULES

ELECTRICAL

SE-001 443309$-SE001GN ELECTRICAL LEGEND, ABBREVIATIONS, SYMBOLS AND

GENERAL NOTES

SE-501 443309$-SE501DT ELECTRICAL DETAILS

SE-502 443309$-SE502DT GROUNDING AND OTHER DETAILS

SE-503 443309$-SE503DT LIGHTNING PROTECTION DETAILS

SE-504 443309$-SE505DT LIGHTING DETAILS

SE-505 443309$-SE506DT LIGHTING DETAILS

SE-506 443309$-SE507DT LIGHTING DETAILS & SCHEDULE

SE-601 443309$-SE601DI ELECTRONIC SECURITY SYSTEM ( ESS) RISER

DIAGRAM

TELECOMMUNICATIONS

ST-001 443309$-ST001GN COMMUNICATION STANDARDS LEGEND

ST-501 443309$-ST501DT COMMUNICATION DETAILS

ST-502 443309$-ST502DT COMMUNICATION DETAILS

ST-503 443309$-ST503DT COMMUNICATION DETAILS

ST-504 443309$-ST504DT COMMUNICATION DETAILS

ST-505 443309$-ST505DT COMMUNICATION DETAILS - PDS

ST-506 443309$-ST506DT COMMUNICATION DETAILS

ST-507 443309$-ST507DT COMMUNICATION DETAILS

443309$ - STANDARDS

SHT. REF.

NO. FILE NO

REVISIONS

TITLEREV. NO. AM/COP NO.

STRUCTURAL

SS-001 443309$-SS001GN GENERAL NOTES

SS-002 443309$-SS002GN CONCRETE NOTES

SS-003 443309$-SS003GN MASONRY NOTES

SS-004 443309$-SS004GN STRUCTURAL STEEL AND METAL BUILDING SYSTEM

NOTES

SS-501 443309$-SS501DT SLAB-ON-GRADE DETAILS

SS-502 443309$-SS502DT CONCRETE FOUNDATION DETAILS

SS-503 443309$-SS503DT CONCRETE BEAM DETAILS

SS-504 443309$-SS504DT CONCRETE COLUMN DETAILS

SS-505 443309$-SS505DT CONCRETE ELEVATED SLAB DETAILS

SS-506 443309$-SA506DT CONCRETE WALL DETAILS

SS-507 443309$-SS508DT MISCELLANEOUS CONCRETE DETAILS

SS-508 443309$-SS508DT MISCELLANEOUS CONCRETE DETAILS

SS-509 443309$-SS509DT MASONRY WALL DETAILS

SS-510 443309$-SS510DT MASONRY DETAILS

SS-511 443309$-SS511DT MBS FOUNDATION DETAILS

SS-512 443309$-SS512DT METAL BUILDING SYSYTEM DETAILS

SS-513 443309$-SS513DT SANITARY SEWER HOLDING TANK SECTIONS

ARCHITECTURAL

SA-001 443309$-SA001GN ARCHITECTURAL SYMBOLS & ABBREVIATIONS

SA-501 443309$-SA501DT WALL TYPES

SA-502 443309$-SA502DT COLUMN DETAILS

SA-503 443309$-SA503DT PARAPET DETAILS

SA-504 443309$-SA504DT METAL ROOF DETAILS

SA-505 443309$-SA505DT STAIR DETAILS

SA-506 443309$-SA506DT WINDOW AND DOOR TYPES

SA-506A 443309$-SA506ADT WINDOW TYPES AND DETAILS

SA-507 443309$-SA507DT WINDOW AND LOUVER DETAILS

SA-508 443309$-SA508DT DOOR DETAILS

SA-509 443309$-SA509DT OVERHEAD DOOR DETAILS

SA-510 443309$-SA510DT CEILING DETAILS

SA-511 443309$-SA511DT CASEWORK

SA-512 443309$-SA512DT CASEWORK DETAILS

SA-513 443309$-SA513DT CAGED LADDER DETAILS

SA-514 443309$-SA514DT ROOF DETAILS

SA-515 443309$-SA515DT MISC. DETAILS

SA-516 443309$-SA516DT SURFACE FINISHES AND DETAILS

SA-517 443309$-SA517DT FIXTURE HEIGHTS

SA-518 443309$-SA518DT INTERIOR SIGNAGE AND FINISH LEGEND

SA-519 443309$-SA519DT TYPICAL EXTERIOR WALL SECTIONS

SA-520 443309$-SA520DT MISC. DETAILS DRAFT

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

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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

SYMBOL DESCRIPTION

STRUCTURAL LEGEND

CONCRETE

EARTH FILL

GROUT

CONCRETE MASONRY

UNIT (CMU)

GRAVEL FILL

SLOPE DIRECTION

SLAB PRIMARY

REINFORCING DIRECTION

[±XXXX]

INDICATES ELEVATION

REFERENCED TO FINISHED

FIRST FLOOR

1 KEYED CONSTRUCTION

NOTE

[±XXXX]

SPOT ELEVATION

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 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

E N

SE

IM

PO

RO

V E

M

EN

TS

-0 7-

MIDDLE EAST DISTRICT

JM

G

JM

G

JE

FF

ER

Y

P . R

AN

EY

, C H

EI

F

A C

H

IT

EC

TU

R

AL

B R

AN

C

H

S S0

G

N

SS-001

W

IN

C H

E

ST

E R

, V A

R

LT

G

EN

ER

A

L

NO

TE

S

P2 -4

U

N

SP

EC

IF

IE

D

L O

C A T

IO

N

ST

AN

D

AR

DS

GENERAL NOTES

19. SLAB OPENINGS/PENETRATIONS SIZES SHOWN ON THE FACILITY DRAWINGS ARE

APPROXIMATE. COORDINATE FINAL SIZES WITH THE EQUIPMENT PROVIDED.

20. THE UNIT OF MEASURE ASSOCIATED WITH DIMENSIONS AND ELEVATIONS IS

MILLIMETERS (mm) UNLESS OTHERWISE NOTED.

21. SEE INDIVIDUAL FACILITIES FOR DESIGN LOADS

ALL LOADS ARE IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE, 2012

UNO.

22. FOUNDATIONS HAVE BEEN DESIGNED FOR AN ASSUMED ALLOWABLE BEARING

CAPACITY OF 95.7 KPa (2,000 PSF) AND SUBGRADE MODULUS OF 27.15 kPa/mm (100

LBS/SQ. IN/IN). Ka AND Kp ARE ASSUMED TO BE 0.33 AND 3.0 RESPECTIVELY.

CONTRACTOR TO PERFORM A GEOTECHNICAL INVESTIGATION FOR EACH SITE TO

VERIFY ACTUAL SOIL PROPERTIES MEETS THE MINIMUM REQUIREMENTS OF

THESE ASSUMED VALUES.

23. SHOULD THIS DESIGN BE USED IN AREAS WHERE THE DESIGN CRITERIA (SEISMIC,

WIND, AND GEOTECHNICAL) DOES NOT MEET THE MINIMUM REQUIREMENTS OR IS

MORE STRINGENT THAN THE INFORMATION LISTED ABOVE, THIS DESIGN WILL BE

VOIDED AND MUST BE REDESIGNED USING THE SEISMIC, WIND, AND

GEOTECHNICAL DATA FOR THAT SPECIFIC LOCATION.

24. METAL BUILDING SYSTEMS SHALL BE AS REQUIRED IN THE SPECIFICATIONS AND

AS NOTED ON THE DRAWINGS.

25. FOOTING ELEVATIONS GIVEN ARE TO TOP OF FOOTING UNO.

GENERAL NOTES

1. STRUCTURAL DESIGN IS IN ACCORDANCE WITH THE FOLLOWING CODES AND

SPECIFICATIONS

A. 2012 INTERNATIONAL BUILDING CODE (IBC)

B. ASCE 7-10, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER

STRUCTURES

C. ACI 318-11, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE.

D. ACI 530-11, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES

E. UFC 4-010-01 DOD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS

DATED 9 FEBRUARY 2012 WITH CHANGE 1 DATED 1 OCTOBER 2013

F. UFC 3-301-01, STRUCTURAL ENGINEERING, DATED 1 JUNE 2013 WITH CHANGE

1 DATED 15 MAY 2014

G. UFC 3-310-04 SEISMIC DESIGN FOR BUILDINGS, DATED 1 JUNE 2013

2. USE STRUCTURAL DRAWINGS IN CONJUNCTION WITH ALL OTHER DRAWINGS. FOR

LOCATION AND DIMENSIONS OF ITEMS INCLUDING, BUT NOT LIMITED TO,

PARTITIONS, DEPRESSIONS, GROOVES, SLEEVES, CURBS, OPENINGS, EMBEDDED,

OR ATTACHED ITEMS, REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND

PLUMBING DRAWINGS.

3. ALL BUILDING ELEVATIONS ARE GIVEN AS REFERENCE ELEVATIONS TO THE

FINISHED GROUND FLOOR ELEVATION. A REFERENCE FLOOR ELEVATION OF 0.00

mm IS USED FOR THE TOP OF SLAB ON GRADE.

4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AFFECTING THE

WORK AT THE JOB SITE.

5. REPORT DISCREPANCIES IN DIMENSIONS BETWEEN DIFFERENT DRAWINGS TO

THE CONTRACTING OFFICER PRIOR TO BEGINNING WORK IN AREAS THAT WILL BE

AFFECTED.

6. ALL STRUCTURAL WORK AND MATERIALS SHALL CONFORM TO THE

REQUIREMENTS OF THE PROJECT SPECIFICATIONS.

7. DO NOT SCALE DRAWINGS.

8. FOR ADDITIONAL INFORMATION REFER TO INDIVIDUAL SHEETS FOR EACH

STRUCTURE OR FACILITY.

9. ALL STRUCTURES SHALL BE FOUNDED ENTIRELY ON NATURAL MATERIAL OR

ENTIRELY ON COMPACTED STRUCTURAL FILL. FOR STRUCTURES FOUNDED ON

BED ROCK, PROVIDE A MEDIUM OF LEAN CONCRETE HAVING A MINIMUM 28-DAY

COMPRESSIVE STRENGTH OF 14 MPa (2000 PSI) BETWEEN FOOTING BASES AND

BED ROCK LAYER, AS REQUIRED.

10. ALL FOOTING EXCAVATIONS SHALL BE INSPECTED AND APPROVED BY

CONTRACTING OFFICER OR HIS APPROVED AGENT PRIOR TO PLACING CONCRETE.

11. WHERE CERTAIN FEATURES ARE NOT FULLY SHOWN OR DETAILED ON THE

CONTRACT DOCUMENTS, THEIR CONSTRUCTION SHALL BE OF THE SAME

CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE FULLY SHOWN OR DETAILED.

12. DETAILS ENTITLED OR NOTED AS "TYPICAL" APPLY NOT ONLY WHERE

SPECIFICALLY INDICATED OR REFERENCED, BUT ALSO IN ALL OTHER CASES

WHERE THE NATURE OF THE CONSTRUCTION REQUIRES THEIR USE. DETERMINE

APPLICABILITY OF TYPICAL DETAILS FROM THE SIMILARITY OF A CONSTRUCTION

CONDITION TO ANOTHER CONDITION WHERE DETAIL IS SPECIFICALLY INDICATED

OR REFERENCED.

13. THE STRUCTURAL DRAWINGS CONTAINED HEREIN REPRESENT THE FINISHED

STRUCTURE. PROVIDE ALL TEMPORARY GUYING AND BRACING REQUIRED TO

ERECT AND HOLD THE STRUCTURE IN PROPER ALIGNMENT UNTIL ALL

STRUCTURAL WORK, INCLUDING CONNECTIONS, IS COMPLETE. THE ANALYSIS,

DESIGN, SAFETY, ADEQUACY, AND INSPECTION OF ERECTION BRACING, SHORING

FORMWORK, AND OTHER TEMPORARY SUPPORTS ARE THE SOLE RESPONSIBILITY

OF THE CONTRACTOR.

14. CONSTRUCTION MEANS, METHODS, TECHNIQUE, SEQUENCES, AND SUPERVISION

OF THE WORK ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

15. REPRODUCTION OF CONTRACT DRAWINGS SHALL NOT BE USED AS SHOP

DRAWINGS UNDER ANY CIRCUMSTANCE.

16. ALL DIMENSIONS ARE OUT TO OUT OF STRUCTURAL ELEMENTS AND DO NOT

INCLUDE ARCHITECTURAL TREATMENTS SUCH AS PLASTER FINISH. CONCRETE

AND MASONRY OPENINGS THAT ARE INDICATED ON THE FACILITY DRAWINGS MAY

VARY WITH THE EQUIPMENT PROVIDED. THE CONTRACTOR SHALL COORDINATE

OPENING REQUIREMENTS WITH ALL TRADES.

17. ALL FOOTINGS SHALL BE CENTERED ON COLUMN LINES UNLESS INDICATED

OTHERWISE.

18. MANUFACTURERS AND MODEL NUMBERS ARE LISTED TO ESTABLISH REQUIRED

QUALITY CHARACTERISTICS AND MATERIALS OR ITEMS TO BE PROVIDED. THEY

ARE NOT INTENDED TO LIMIT COMPETITION. AN APPROVED EQUAL PRODUCT MAY

BE CONSIDERED AS ACCEPTABLE.

STRUCTURAL ABBREVIATIONS

SYMBOL DESCRIPTION

AHR ANCHOR

BD BAR DIAMETER

BOC BOTTOM OF CONCRETE

BOM BOTTOM OF MASONRY

BOT BOTTOM

BRG BEARING

CLR CLEAR

CONN CONNECTION

EA EACH

ELEV ELEVATION

EOS EDGE OF SLAB

EQ EQUAL

FD FLOOR DRAIN

FFE FINISHED FLOOR ELEVATION

FTG FOOTING

MBS METAL BUILDING SYSTEM

NA NOT APPLICABLE

NTS NOT TO SCALE

OPP OPPOSITE

PJF PREMOLDED JOINT FILLER

REINF REINFORCING

SCH SCHEDULE

SF STEPPED FOOTING

SJ SLAB SAWED (CONTRACTION) JOINT

SL SLOPED

SOG SLAB ON GRADE

SW SHEAR WALL

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TS THICKENED SLAB

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

V SHEAR

VERT VERTICAL

WP WORKING POINT

M

AR

K D

ES

C

R

IP

TI

O

N D

A

TE

A P

1. THIS TABLE CONFORMS TO ACI 318 CLASS

B TENSION LAP SPLICES FOR NORMAL

WEIGHT CONCRETE AND 420 kN/cm2

UNCOATED REINFORCEMENT WITH CLEAR

SPACING BETWEEN BARS GREATER THAN

50 mm AND CLEAR COVER GREATER THAN 25 mm. ADJUSTMENTS SHALL BE MADE

FOR OTHER MORE CRITICAL CONDITIONS.

2. PROVIDE SPLICES AS SHOWN UNLESS

OTHERWISE NOTED ON THE DRAWINGS,

SUBSTITUTION OF SPLICE LENGTHS

SHORTER THAN THOSE GIVEN SHALL BE

IN ACCORDANCE WITH ALL PROVISIONS OF

ACI 318 WITH WRITTEN APPROVAL OF THE

CONTRACTING OFFICER.

3. TOP BARS ARE ANY HORIZONTAL

REINFORCEMENT PLACED SUCH THAT

MORE THAN 300 mm OF CONCRETE IS

BELOW THE REINFORCEMENT.

4. EMBEDMENT FOR STANDARD HOOK (Ldh) IS

THE MINIMUM STRAIGHT LINE DISTANCE

FROM THE CRITICAL SECTION IN THE BAR

(AT A JOINT) TO THE FARTHEST EDGE OF

THE HOOK, SEE STANDARD HOOK DETAILS.

TABLE NOTES

28 MPa (4000 PSI) CONCRETE

BAR

SIZE

(mm)

MIN DEVELOPMENT AND LAP SPLICE LENGTHS (mm)

TYPICAL BARS TOP BARS

DEVELOPMENT

LENGTH (Ld)

D10

D12

D16

D19

D22

D25

D29

D32

HOOK

DEVELOPMENT

(Ldh)

TYPICAL BARS TOP BARS

CLASS 'B' LAP SPLICE

LENGTH (1.3*Ld)

D36 1685 2190 69028452190

90° HOOK 180° HOOK

CRITICAL SECTION CRITICAL SECTION

Ldh d

A O

R G dD

Ldh

A OR G

HOOK

D29 THRU D36 = 5d

D10 THRU D25 = 4d, BUT 64 MIN

J d

D

STANDARD HOOKS

D

ET

AI

LI

N G

D

IM

E N

SI

O

N

A OR G

d

D19 THRU D36 - 12d D10 THRU D16 =6d, BUT 64 MIN

D E

TA

IL

LI

N

G D

IM

EN

S

IO

N d

D

D

A O

R G

H O

O K

D

D =8d FOR D29 THRU D36

D =4d FOR D10 THRU D16 D =6d FOR D19 THRU D25

6d - 75 MIN

H

135° HOOK90° HOOK

STIRRUP - TIE HOOKS

STANDARD REINFORCEMENT BAR NOMENCLATURE

ASTM A615

BAR SIZES

ALT METRIC

BAR SIZES

D10

D12

D16

D19

D22

D25

D29

D32

10 mm

14 mm

16 mm

20 mm

22 mm

26 mm

30 mm

32 mm

STANDARD HOOK

INSIDE DIA

BAR BEND

180° HOOK 90° HOOK

A OR G J A OR G

60 125 80 155

80 155 105 200

95 180 130 250

115 205 155 300

135 250 175 375

155 275 205 425

240 375 300 475

275 425 335 550

STIRRUP AND TIE HOOKS

135° HOOK 90° HOOK

A OR G H A OR G

105 65 105

115 80 115

140 155

DO NOT USE

DO NOT USE

DO NOT USE

DO NOT USE

DO NOT USE

INSIDE DIA

BAR BEND

D36 36 mm 305 475 375 600 DO NOT USE

EQUIVALENT STEEL WELDED

WIRE FABRIC SIZES

WIRE REINFORCING

INSTITUTE DESIGNATION

METRIC SIZES (mm)

WIRE SPACING WIRE DIAMETER

6 x 6 - W1.4 x W1.4 6 x 6 - W2.1 x W2.1 6 x 6 - W2.9 x W2.9 6 x 6 - W4.0 x W4.0

150 x 150 3.0 x 3.0 150 x 150 4.0 x 4.0 150 x 150 5.0 x 5.0 150 x 150 6.0 x 6.0

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 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

E N

SE

IM

PO

RO

V E

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CONCRETE NOTES

1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PROVISIONS

OF THE AMERICAN CONCRETE INSTITUTE (ACI) "SPECIFICATIONS FOR STRUCTURAL

CONCRETE" (ACI 301-10)

2. CAST-IN-PLACE CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM 28-day COMPRESSIVE STRENGTH (f'c):

ALL CONCRETE 28.0 MPa (4000 PSI)

3. CONCRETE DENSITY SHALL BE NORMAL WEIGHT UNLESS SPECIFICALLY OTHERWISE

NOTED.

4. CONCRETE REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM

A615/A615M, GRADE 420 UNO.

5. CONCRETE REINFORCING STEEL SHALL BE CONTINUOUS UNLESS OTHERWISE

INDICATED. CONTINUOUS REINFORCING STEEL SHALL BE LAPPED IN ACCORDANCE

WITH THE REQUIREMENTS OF ACI 318.

6. MINIMUM CONCRETE COVER (mm) FOR REINFORCING STEEL SHALL BE AS INDICATED.

IN NO CASE SHALL REINFORCEMENT COVER BE LESS THAN THE REQUIREMENTS OF

ACI 301.

A. CONCRETE DEPOSITED AGAINST THE GROUND 75

B. CONCRETE EXPOSED TO EARTH OR WEATHER 50

C. CONCRETE NOT EXPOSED TO EARTH OR WEATHER:

BEAMS AND COLUMNS 40

SLABS AND WALLS 20

SLAB-ON-GRADE 60

7. CONCRETE REINFORCING STEEL MARKED STANDARD HOOK SHALL HAVE A

90-DEGREE HOOK UNLESS OTHERWISE NOTED. STIRRUP, TIES AND 180-DEGREE

HOOKS AND 90-DEGREE HOOKS SHALL CONFORM TO THE REQUIREMENTS OF ACI

318.

8. PROVIDE 13 mm THICK JOINT FILLER MATERIAL WHERE SLABS ON GRADE ABUT

VERTICAL SURFACES.

9. ALL EMBEDDED ITEMS SHALL BE PROPERLY PLACED, ACCURATELY POSITIONED, AND

MAINTAINED SECURELY IN PLACE PRIOR TO AND DURING CONCRETE PLACEMENT.

10. REINFORCING STEEL SHALL BE SPREAD AT SLEEVES, TIEBACKS RECESSES AND

OTHER EMBEDDED ITEMS UNLESS OTHERWISE INDICATED. REINFORCEMENT SHALL

NOT BE CUT TO FACILITATE PLACEMENT OF EMBEDDED ITEMS.

11. NO CONCRETE SHALL BE PLACED UNTIL THE CONTRACTING OFFICER OR THE

CONTRACTING OFFICER'S DESIGNATED REPRESENTATIVE HAS INSPECTED ALL

EMBEDDED WORK, INCLUDING REINFORCEMENT.

12. ALL EXPOSED CONCRETE EDGES SHALL BE CHAMFERED 20 mm OR AS INDICATED.

13. ALUMINUM SHALL NOT BE PLACED IN DIRECT CONTACT WITH CONCRETE UNLESS

EFFECTIVELY COATED OR COVERED TO PREVENT ALUMINUM-CONCRETE REACTION

AND ELECTROLYTIC ACTION BETWEEN ALUMINUM AND STEEL.

14. WHEN A SPECIFIED REINFORCING BAR IS NOT AVAILABLE, THE NEXT LARGER

(DIAMETER) SIZE BAR MAY BE SUBSTITUTED.

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CONCRETE MASONRY UNIT (CMU) NOTES

4. CRACK CONTROL JOINT

A. USE PREMOLDED CONTROL JOINT KEY INSERTS WITH SASH BLOCK: USE CORRUGATED

METAL SEPARATOR AT BOND BEAM LOCATIONS

B. LOCATE CONTROL JOINT WHERE INDICATED ON THE ARCHITECTURAL FLOOR PLANS,

OR WHERE NOT INDICATED AS LISTED BELOW.

i. LOCATE APPROXIMATELY 1/2 THE WALL HEIGHT FROM WALL INTERSECTIONS.

ii. LOCATE AT SPACING NOT GREATER THAN 7300 mm IN INTERIOR WALLS; 4400 mm IN

EXTERIOR WALLS.

iii. AVOID CREATING SLIP PLANES AT DOOR OR WINDOW LOCATIONS.

iv. LOCATE ABOVE EXPANSION JOINTS IN SUPPORTING CONCRETE FLOOR, BEAMS, OR

WALLS.

v. DO NOT PROVIDE INTERMEDIATE CONTROL JOINTS IN PARAPET WALL UNLESS SO

INDICATED ON THE ARCHITECTURAL FACILITY DRAWINGS.

5. EXPANSION/CONTRACTION JOINTS

A. PROVIDE A MINIMUM 20 mm GAP BETWEEN THE TOP OF THE CMU WALL AND THE

BOTTOM OF THE CONCRETE STRUCTURE.

B. PROVIDE A MINIMUM 20 mm GAP BETWEEN THE END OF AN INTERIOR CMU WALL AND

THE SIDE OF A CONCRETE BEAM.

C. PROVIDE CONTINUOUS COMPRESSIBLE FILLER OR FIRE SAFING INSULATION AS

REQUIRED (FULL WIDTH AND FULL LENGTH) OF THE SAME THICKNESS AS THE JOINT.

6. TOP OF WALL SUPPORT ANCHORS

A. PROVIDE SUPPORTS ANCHORS AS INDICATED IN DETAILS FOR EXTERIOR WALLS AND

INTERIOR PARTITIONS AND AS LISTED BELOW.

B. LOCATED AT DISCONTINUOUS ENDS OF WALLS, AT EACH SIDE OF INTERMEDIATE

CONTROL JOINTS, AND AT EACH SIDE ABOVE OPENINGS WIDER THAN 2000 mm.

C. TWO CELLS UNDER EACH TOP ANCHOR SHALL BE FULLY GROUTED. SOLID MASONRY

UNITS MAY BE PROVIDED.

7. LINTELS:

A. PROVIDE MASONRY LINTELS ABOVE OPENINGS IN MASONRY WALLS AS REQUIRED. SEE

DRAWING SS-510

CONCRETE MASONRY UNIT (CMU) NOTES

1. GENERAL

A. ENGINEERED MASONRY IS DESIGNED IN ACCORDANCE WITH "BUILDING CODE

REQUIREMENTS FOR MASONRY STRUCTURES" (ACI 530-11).

B. UNITS: ASTM C90, MINIMUM COMPRESSIVE STRENGTH = 14.0 MPa (2000 PSI) MORTAR: ASTM C270 TYPE S = 14.0 MPa (2000 PSI) ASSEMBLY/PRISM MINIMUM COMPRESSIVE STRENGTH, f'm = 17.3 MPa (2500 PSI) GROUT: ASTM C476, MINIMUM COMPRESSIVE = 17.3 MPa (2500 PSI) REINFORCING STEEL BARS: Fy = 420 MPa (60,000 PSI)

C. FULLY GROUT ALL CELLS OF EXTERIOR WALLS AND ALL CELLS CONTAINING

REINFORCING STEEL OR ANCHORS

D. CONSOLIDATE AND RECONSOLIDATE GROUT IN ASSEMBLED WALLS.

E. USE FULL CONTACT LAP SPLICES FOR REINFORCING STEEL IN CMU WALLS AS

FOLLOWS:

D12 BARS: MINIMUM 600 mm D16 BARS: MINIMUM 750 mm D19 BARS: MINIMUM 900 mm

F. WHERE STRUCTURAL STEEL MEMBERS PENETRATE CMU WALLS, PROVIDE FIRE

RESISTIVE CLOSURE AS REQUIRED ALLOWING FOR 25 mm CLEARANCE AROUND STEEL.

PACK WITH FIRE SAFING INSULATION AND INSTALL A 22 GAGE (0.85mm) GALVANIZED

SHEET METAL ENCLOSURE SECURED TO WALL. SEAL ALL AROUND WITH FIRE-RESISTIVE

SEALANT.

G. USE RUNNING BOND PATTERN, UNLESS INDICATED OTHERWISE.

H. PROVIDE SUPPORT AT THE TOP OF WALLS, UNLESS INDICATED OTHERWISE. SEE

NOTE 6.

2. VERTICAL REINFORCEMENT

A. UNLESS OTHERWISE INDICATED, PROVIDE 1 - D16 VERTICAL CENTERED IN THE WALL

AT THE FOLLOWING SPACING:

WALL* MAX HEIGHT (mm) MAX SPACING (mm)

INTERIOR* 4500 1200

EXTERIOR* 3600 1200

EXTERIOR* 4500 800

EXTERIOR* 6000 400

CANTILEVER PARAPET 1200 1200

*WALLS ARE SUPPORTED AT TOP AND BOTTOM

B. PROVIDE ONE ADDITIONAL VERTICAL REINFORCEMENT AT EACH SIDE OF CONTROL

JOINTS, AT INTERSECTION OF EXTERIOR WALLS, AND AT EACH SIDE OF ALL MASONRY

OPENINGS GREATER THAN 400 mm IN WIDTH. IN OPENINGS WIDER THAN 1200 mm

PROVIDE ADDITIONAL VERTICAL REINFORCEMENT IN TWO ADJACENT CELLS ON EACH

SIDE OF THE OPENING. ADDED VERTICAL REINFORCEMENT SHALL BE CONTINUOUS FOR

THE FULL HEIGHT OF WALL UNO. SEE ADD BAR DETAIL 2/SS-506

C. PROVIDE FOUNDATION DOWELS SAME SIZE AND SPACING AS VERTICAL

REINFORCEMENT IN THE WALL ABOVE. FOUNDATION DOWELS SHALL EXTEND A MINIMUM

OF 350 mm INTO THE CONCRETE FOUNDATION SLAB OR BEAM. AT THICKENED SLABS, EXTEND DOWELS TO WITHIN 50 mm OF THE BOTTOM OF THE SLAB AND PROVIDE A

STANDARD 90° HOOK.

D. EXTEND ALL VERTICAL BARS FROM THE BOTTOM COURSE THROUGH THE TOP MOST

BOND BEAM.

3. HORIZONTAL REINFORCEMENT

A. PROVIDE HORIZONTAL JOINT REINFORCEMENT OR REINFORCED BOND BEAMS AS

PRESCRIBED BELOW.

B. PROVIDE STANDARD 4 LADDER TYPE JOINT REINFORCEMENT AT 400 mm MAX VERTICAL SPACING OR AS INDICATED. LAP ENDS 150 mm MINIMUM. USE PREFORMED L

AND T SECTIONS AT CORNERS AND INTERSECTIONS OF WALLS AS REQUIRED. BEGIN

JOINT REINFORCING AT THE TOP OF SECOND BLOCK COURSE ABOVE FLOOR SLAB.

C. PROVIDE MASONRY BOND BEAM WITH 2 - D16 AT 1000 mm MAX, BELOW ALL OPENINGS, AND AS OTHERWISE SHOWN ON DRAWINGS. EXTEND 400 mm BEYOND OPENING EDGES.

D. DISCONTINUE BOND BEAM REINFORCEMENT AT CONTROL JOINTS EXCEPT AT FLOOR

AND ROOF LOCATIONS.

E. DISCONTINUE HORIZONTAL JOINT REINFORCEMENT AT CONTROL JOINTS

F. SEE DRAWING SS-509 FOR HORIZONTAL REINFORCEMENT DETAILS AT WALL

INTERSECTIONS AND CORNERS.

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DESIGN REFERENCES

A. ALL STEEL CONSTRUCTION SHALL BE IN ACCORDANCE WITH AMERICAN INSTITUTE

OF STEEL CONSTRUCTION SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS AISC

360-10.

B. STEEL JOISTS SHALL BE IN ACCORDANCE WITH STEEL JOIST INSTITUTE STANDARD

SPECIFICATIONS FOR JOIST GIRDERS, STEEL JOISTS, AND LONGSPAN STEEL JOISTS

SJI JG 1.1-10, K 1.1-10, AND LH/DLH 1.1-10.

C. STEEL DECK SHALL BE IN ACCORDANCE WITH STEEL DECK INSTITUTE DESIGN

MANUAL FOR COMPOSITE DECKS, FORM DECKS, AND ROOF DECKS SDI

PUBLICATION 31-07.

D. DESIGN AND CONSTRUCTION OF METAL BUILDING SYSTEMS SHALL BE IN

ACCORDANCE WITH METAL BUILDING MANUFACTURERS METAL BUILDING SYSTEMS

MANUAL (MBSM - 2012).

MATERIAL:

W-SHAPES ASTM A992

PLATES AND MISC. SHAPES ASTM A36

HS BOLTS ASTM 325 OR A490

COMMON BOLTS ASTM A307

ROUND PIPES ASTM A53 TYPE E OR S, GRADE B

HOLLOW STRUCTURAL SHAPES ASTM A500, GRADE B

ANCHOR RODS ASTM F1554, GR. 36

WELD ELECTRODES 482 MPa (70 ksi) TENSILE STRENGTH

ALL METAL WORK SHOWN ON DRAWINGS SHALL BE FABRICATED OF STRUCTURAL STEEL

UNLESS OTHERWISE NOTED.

SHOP CONNECTIONS MAY BE BOLTED OR WELDED. ALL FIELD CONNECTIONS SHALL BE

BOLTED UNLESS OTHERWISE SHOWN ON THE DRAWINGS.

ALL BOLTED CONNECTIONS SHALL BE SNUG-TIGHT BEARING TYPE CONNECTIONS MADE

WITH 19 mm (3/4 INCH) BOLTS MEETING THE REQUIREMENTS OF ASTM 325N UNLESS

OTHERWISE NOTED.

ALL WELDING SHALL BE IN ACCORDANCE WITH THE CURRENT AWS, D1.1.

STRUCTURAL WELDING CODE - STEEL.

WHERE WELD SIZE IS NOT CALLED OUT, USE AISC MINIMUM SIZE.

UNLESS OTHERWISE NOTED, BEAM END CONNECTIONS SHALL CONFORM TO AISC

STANDARD. TWO ANGLE WEB CONNECTIONS, WHETHER BOLTED OR WELDED, EACH END

CONNECTION SHALL BE CAPABLE OF SUPPORTING ONE-HALF THE TOTAL UNIFORM LOAD

CAPACITY SHOWN IN THE ALLOWABLE UNIFORM LOAD TABLES. PART II OF THE AISC

MANUAL OF STEEL CONSTRUCTION, HOLE SWILL BE SHORT - SLOTTED IN THE

OUTSTANDING ANGLE LEGS (THOSE CONNECTED TO THE SUPPORTING MEMBER) AND

STANDARD OTHERWISE.

SHAPE WEIGHT N(BOLT/ROW)

(KG) MIN MAX

W610 262-82 4 7 W530 248-66 4 6 W460 213-52 3 5 W360 196-134 3 3 W360 122-64 2 3 W360 58-33 2 4 W310 129-60 2 3 W310 52-21 2 3 W250 167-49 2 2 W250 45-18 2 3 W200 100-36 2 2 W200 31-15 2 2

VALUES OF N ARE BASED ON ROW SPACING OF 75 MILLIMETERS AND AN EDGE DISTANCE

OF 30 MILLIMETERS

STEEL JOISTS, BRIDGING AND OTHER ACCESSORIES SHALL BE DESIGNED FABRICATED

AND ERECTED IN ACCORDANCE WITH SJI SPECIFICATIONS.

JOISTS CALLED OUT ON THE CONTRACT DRAWINGS ARE SIZED FOR UNIFORM GRAVITY

LOADS ONLY AND DO NOT TAKE INTO ACCOUNT ANY ADDITIONAL ROOF SLOPE

REQUIREMENTS. CONTRACTOR SHALL CHECK AND RESIZE JOISTS AS REQUIRED FOR ANY

SPECIAL SLOPE CONDITIONS AND FOR ALL ADDITIONAL WIND AND ROOF LOADS AND

CONCENTRATED LOADS INDICATED ON THE CONTRACT DRAWINGS, OR AS OTHERWISE

PROVIDED BY EQUIPMENT SUPPLIERS. DEPTHS INDICATED SHALL NOT BE CHANGED

WITHOUT THE APPROVAL OF THE CONTRACTING OFFICER.

GROSS UPLIFT PRESSURE FOR JOIST UPLIFT CALCULATION PURPOSES ARE SHOWN ON

THE FACILITY DRAWINGS.

ALL JOIST TOP AND BOTTOM CHORDS SHALL BE CAPABLE OF SUPPORTING IN FLEXURE A

110 kg (250 LB) CONCENTRATED LOAD AT ANY LOCATION BETWEEN PANEL POINTS ALONG

THE TOP AND BOTTOM CHORDS. IN ADDITION TO ALL OTHER LOADS INDICATED OR

SPECIFIED.

UNLESS NOTED OTHERWISE OR EXCEPT AS REQUIRED OTHERWISE BY OTHER

GOVERNING CODES, ALL JOISTS SHALL BE FIELD WELDED TO SUPPORTING MEMBERS.

THESE WELDS SHALL BE SIZED BY THE JOIST MANUFACTURER. PROVIDE A MINIMUM OF

5x40 mm LONG FILLET WELD ON EACH SIDE OF JOIST SEAT.

JOIST SHALL BE INSTALLED TO PROVIDE A FLAT PLANE FOR ROOFING ATTACHMENT.

FIELD JOIST MODIFICATIONS AND SHIMS SHALL BE PROVIDED AS REQUIRED AND SHALL

BE APPROVED BY THE CONTRACTING OFFICER.

JOIST DEFLECTION SHALL NOT EXCEED 1/240 OF THE SPAN DUE TO TOTAL LOAD NOR

1/360 OF THE SPAN DUE TO LIVE LOAD.

IN ADDITION TO UPLIFT AND REACTION LOADS, JOIST BRIDGING SHALL ALSO BE SIZED TO

HANDLE THE LATERAL COMPONENT OF THE INCLINED JOIST GRAVITY LOADS.

STRUCTURAL STEEL NOTES:

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

1. METAL BUILDING SYSTEM (MBS) SHALL BE DESIGNED,

FABRICATED, AND INSTALLED IN ACCORDANCE WITH METAL

BUILDING MANUFACTURERS ASSOCIATION "METAL BUILDING

SYSTEM MANUAL" (MBSM - 2012)

2. OUT-TO-OUT BUILDING DIMENSIONS SHOWN ARE MINIMUMS. THE

CONTRACTOR SHALL COORDINATE COLUMN, BASE PLATE, ANCHOR

BOLT AND FOUNDATIONS TO SUIT THE SELECTED METAL BUILDING

SYSTEM.

3. REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING SIZE AND

OTHER REQUIREMENTS. REFER TO THE CONTRACT

SPECIFICATIONS SECTION 13 34 19 FOR ADDITIONAL DESIGN AND

CONSTRUCTION REQUIREMENTS.

4. UNLESS OTHERWISE NOTED, MBS SHALL BE DESIGNED NOT TO

EXCEED THE FOLLOWING DEFLECTION AND DRIFT LIMITS:

A. ROOF FRAMING: SPAN/240

B. WALL FRAMING: SPAN/240

C. FRAME DRIFT: EAVE HEIGHT/200

5. THE CONTRACTOR SHALL DESIGN THE FOUNDATIONS FOR THE MBS

INCLUDING FOOTINGS, TIE BEAMS, PIERS, BASE PLATES, ANCHOR

BOLTS AND ANCHOR BOLT EMBEDMENT AND SHALL SUBMIT SHOP

DRAWINGS WITH COMPLETE DESIGN CALCULATIONS FOR THE MBS

FOUNDATION DESIGN. THE DESIGN SHALL BE BASED ON A

GEOTECHNICAL INVESTIGATION AS REQUIRED IN THE SCOPE OF

WORK.

6. MBS SHALL BE DESIGNED TO SUPPORT CRANE TO BE SIZED IN

ACCORDANCE WITH THE SPECIFICATION AND LOCATED AS

INDICATED ON ARCHITECTURAL DRAWINGS.

7. DESIGN SHALL BE IN ACCORDANCE WITH UFC 4-440-01

WAREHOUSE AND STORAGE FACILITIES.

8. MBS SHALL BE DESIGNED AND DETAILED TO LATERALLY SUPPORT

CMU WALLS EXTERIOR AND INTERIOR.

METAL BUILDING SYSTEM NOTES

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13 mm ISOLATION

JOINT ALL SIDES

BUILDING

COLUMN OR PIER

FLOOR SLAB

JOINT, SEE PLAN

ADD 1-D14 MID DEPTH

OF SLAB, TYP

m m m m

STND LAP, TYP

350 500

4-D14 CONT BOT DISTRIBUTED

ACROSS THICKENED SLAB, TYP UNO

D14 @300, TYP UNO150 CAPILLARY WATER BARRIER, TYP

VAPOR RETARDER, SEE SPECS

TYP SLAB, SEE PLAN

WALL DOWELS, D16 @1200 TYP UNO

CMU WALL, SEE PLAN

M

IN

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YP

CJ OR CIJ, SEE

DETAILS THIS

SHEET

STND LAP, TYP

450 450

4-D14 CONT BOT DISTRIBUTED

ACROSS THICKENED SLAB, TYP UNO

D14 @300, TYP UNO150 CAPILLARY WATER BARRIER, TYP

VAPOR RETARDER, SEE SPECS

TYP SLAB, SEE PLAN

WALL DOWELS, D16 @1200 TYP UNO

CMU WALL, SEE PLAN

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YP

75 TYP

BACKER ROD AND

SEALANT AS REQUIRED,

SEE ARCH DWGS

6 mm TOOLED, OR

FORMED JOUNT, TYP

D25 X 400 SMOOTH BAR @ 300, PAINT

AND GREASE ONE END, PLACE NO

CLOSER THAN 300 FROM ANY JOINT

INTERSECTION, TYP

SLAB CONSTRUCTION JOINT (CJ)

CONSTRUCTION JOINT

SEE DETAIL THIS SHEET

13 mm EXPANSION JOINT

FILLER, TYP

WALL OR GRADE BEAM

T, S

E E

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T/

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75 TYP

BACKER ROD AND

SEALANT AS REQUIRED,

SEE ARCH DWGS

6 mm SAW-CUT, TOOLED, OR

FORMED JOUNT, TYP

D25 X 400 SMOOTH BAR @ 300, PAINT

AND GREASE ONE END, PLACE NO

CLOSER THAN 300 FROM ANY JOINT

INTERSECTION, TYP

COORD W/ ARCH DWGS

200 SLAB REINF

WITH D14 @

300 O.C. E.W.

TOP ONLY

INTERIOR SLAB,

SEE PLAN (TYP)

ISOLATION

JOINT

SLOPE AS

REQUIRED, SEE

ARCH DWGS

DOOR OPNG

SS-501

7 Sim

WALL OR COLUMN

BACKER ROD AND SEALANT AS

REQUIRED, SEE ARCH DWGS

13 mm JOINT

FILLER MATERIAL

P

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SEE PLAN FOR SLAB SIZE

AND REINFORCEMENT

SLAB REINFORCEMENT TO BE

CONTINUED AROUND

THICKENED EDGE (TYP.)

VAPOR BARRIER (TYP.)

100 CAPILLARY WATER

BARRIER (TYP.)

1 MIN.

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UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

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NTS

COLUMN ISOLATION JOINT6

NTS

TYPICAL THICKENED FLOOR SLAB UNDER

CMU WALL AT FLOOR JOINTS2 NTS

TYPICAL THICKENED FLOOR SLAB UNDER

CMU WALL NOT AT FLOOR JOINTS5

NTS

SLAB CONSTRUCTION JOINT (CJ)4 NTS

CONSTRUCTION JOINT AT INTERIOR

GRADE BEAM/STEM

WALL/DOORWAY/STOOP7NTS

SLAB CRACK CONTROL JOINT (CIJ)1

NTS

STOOP DETAIL8

NTS

TYIPCAL SLAB ISOLATION JOINT (IJ)3

M

AR

K D

ES

C

R

IP

TI

O

N D

A

TE

A P

PR

N.T.S.

TYPICAL THICKENED SLAB EDGE9

ISOLATION JOINT (TYP)

SLAB, SEE PLAN

CONC. FOUND

WALL (TYP)

CONC WALL FTG,

(TYP)

T/FTG

T/SLAB, VARIES

SEE PLAN

H

EI

G H

T

WIDTH

SEE SCH

FOR REINF

SEE SCH FOR REINF

D16 @ 250 MAX,

E.F. (TYP)

FULLY GROUTED 200

CMU WALL, REINF PER

MASONRY NOTES

M

AS

O N

R Y

N O

TE

S

LA

P

PE

R

D16 @ 400 MAX,

E.F. (TYP)

T/CONC

STEM WALL

[0.00]

EXPANSION JOINT MATERAL

WITH SEALNT AT TOP

FINISH GRADE

SEE FOUNDATION PLAN

FOR GROUND FLOOR

SLAB REINFORCING

T/FTG

T/SLAB

SEE COLUMN SCHEDULE FOR

REINFORCEMENT AND DOWELS

TIES AROUND DOWELS

CONTINUE INTO

FOOTING BASE (TYP)

LONGITUDINAL

REINFORCEMENT,

SEE FOOTING

SCHEDULE FOR

NUMBER AND SIZE

M

AX

SP

A C

E S

D

T

IE

S

(SLAB MAY BE ON ALL

FOUR SIDES FOR

INTERIOR COLUMNS)

STANDARD HOOK

T 75 C

LR

TRANSVERSE

REINFORCEMENT,

SEE FOOTING

SCHEDULE FOR

SIZE AND SPACING

B

OF SYMMETRY

EQ EQ

EXPANSION JOINT MATERAL

WITH SEALNT AT TOP (TYP)

SEE FOUNDATION PLAN

FOR GROUND FLOOR

SLAB REINFORCING

T/FTG

T/SLAB

TIES AROUND DOWELS

CONTINUE INTO

FOOTING BASE (TYP)

LONGITUDINAL

REINFORCEMENT,

SEE FOOTING

SCHEDULE FOR

NUMBER AND SIZE

(SLAB MAY BE ON ALL

FOUR SIDES FOR

INTERIOR COLUMNS)

STANDARD HOOK

C

LR

TRANSVERSE

REINFORCEMENT,

SEE FOOTING

SCHEDULE FOR

SIZE AND SPACING

B

OF SYMMETRY

EQ EQ

SEE COLUMN SCHEDULE FOR

REINFORCEMENT AND

DOWELS

(T Y

P)

SP

A C

E S

D

T

IE

S

EXPANSION JOINT MATERAL

ISOLATION JOINT (TYP)

SLAB, SEE PLAN

CONC. FOUND

WALL (TYP)

CONC WALL FTG,

(TYP)

T/FTG

T/SLAB

H

EI

G H

T

WIDTH

SEE SCH

FOR REINF

SEE SCH FOR REINF

D16 @ 275 MAX,

E.F. (TYP)

250 CONCRETE WALL, SEE

PLAN FOR REINFORCEMENT

D16 @ 450 MAX,

E.F. (TYP)

EFIS (TYP)

ISOLATION JOINT (TYP)

SLAB, SEE PLAN

CONC. FOUND

WALL (TYP)

CONC WALL FTG,

(TYP)

T/FTG

T/SLAB, VARIES

SEE PLAN

H

EI

G H

T

WIDTH

SEE SCH

FOR REINF

SEE SCH FOR REINF

D16 @ 250 MAX,

E.F. (TYP)

250 CONCRETE WALL, SEE

PLAN FOR REINFORCEMENT

D16 @ 400 MAX,

E.F. (TYP)

SHEET ID

D R

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N

B Y:

D

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N

B Y:

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B Y:

S

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U S

A R

M Y

C O

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B Y:

US Army Corps of Engineers ®

X

A

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SC

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P

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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

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B

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1:

:2

PM

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MIDDLE EAST DISTRICT

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W

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U

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SP

EC

IF

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D

L O

C A T

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N

ST

AN

D

AR

DS

N.T.S.

TYPICAL CMU WALL FOOTING4

NTS

TYPICAL COLUMN FOOTING1

M

AR

K D

ES

C

R

IP

TI

O

N D

A

TE

A P

PR

NTS

COMBINED CONCRETE FOOTING DETAIL2

N.T.S.

CONCRETE WALL FOOTING FOR EXT

CONCRETE WALL WITH EFIS3A

N.T.S.

CONCRETE WALL FOOTING FOR EXT

CONCRETE WALL WITH VENEER3B

NOTES:

1. FOR LAP LENGTH SEE SPLICE NOTES ON SHEET S-002.

2. CONTRACTING OFFICER APPROVAL IS REQUIRED PRIOR

TO CONSTRUCTING CONSTRUCTION JOINTS IN BEAMS.

COORDINATE LOCATION WITH DETAIL 2, SHEET SS-505.

CONSTRUCTION JOINT (TYP) TYPICAL BEAM REINFORCEMENT

TYPICAL REINFORCEMENT TIES

25 CLEAR (TYP)

EQ

EQ

EQ

L1/4*

END HOOPS

50 mm

LAP SPLICE WHEN REQ'D

AT CENTER SPAN OF BEAM

SEE SS-504 FOR

TYP COLUMN

REINF DETAILS

SEE SCHEDULE

INTERMEDIATE STIR.

L1/4*

END HOOPS

50 mm

STD. 90

DEGREE

HOOK, TYP.

SEE SS-002

L1 L2

SEE SCH. FOR

TOP REINF

SEE SCH. FOR

BOTTOM REINF

H

L2/4*

END HOOPS

50 mm

LAP SPLICE WHEN REQ'D

AT CENTER SPAN OF BEAM

SEE SCHEDULE

INTERMEDIATE STIR.

L2/4*

END HOOPS

50 mm

SEE SCH. FOR

TOP REINF

SEE SCH. FOR

BOTTOM REINF

LEFT RIGHT

C

LR

, T

YP

C

LR

, T

YP

GRID NUMBER OR LETTER

COLD JOINT (TYP)

TYPE A TYPE B TYPE C TYPE D TYPE E TYPE F

CROSS-TIE, TYP

NOTE: CONSECUTIVE CROSS-TIES

ENGAGING THE SAME LONGITUDINAL

BAR SHALL HAVE 90-DEGREE HOOKS

ON OPPOSITE SIDES OF BEAM, TYP

SCH. TOP REINF.

SCH. BOT REINF.

SCH. STIRRUP

INTERMEDIATE SEISMIC

STIRRUPS END SEISMIC HOOPS

NOTE: FLOOR SLABS ARE NOT SHOWN IN BEAM SECTIONS

SEISMIC HOOP, TYP

SINGLE PIECE TWO PIECES

ALTERNATIVE

135 DEGREE HOOKS

w/ 6 db EXTENSION

SEE SS-002 90 DEGREE SEISMIC HOOK

w/ 6 db EXTENSION, SEE SS-002

CROSS-TIE

NOTE: CONSECUTIVE CROSS-TIES

SHALL HAVE 90 DEGREE HOOKS ON

OPPOSITE SIDES.

BOTTOM BARS, SEE BEAM

REINF SCHEDULE FOR TYPE

TOP FLEX. REINF, UPPER

SEE S-600 SERIES FOR SCH.

SEE PLANS FOR SLAB

THICKNESS AND REINF

20 mm CHAMFER

(TYP AT EXPOSED CORNERS)

SC

H

. D

EP

TH

TOP FLEX. REINF, LOWER

SEE S-600 SERIES FOR SCH.

SCH. WIDTH

TORSION REINF, WHERE REQUIRED

SEE BEAM REINF SCHEDULE

1. ALL TENSION LAP SPLICES IN BEAMS SHALL BE CLASS B. SEE

SS-002

2. REFER TO BEAM SCHEDULE FOR SIZE OF BEAMS AND

REINFORCEMENT STEEL NOT SHOWN.

3. *: OR 2H, WHICHEVER IS GREATER (H = BEAM DEPTH OF

INDIVIDUAL SPAN). UNLESS NOTED OTHERWISE, HOOPS SHALL

BE SAME SIZE AS STIRRUPS AND BE SPACED AT 75 mm MAX.

4. FOR PROPER BEAM ORIENTATIONS ELEVATIONS SHALL BE

VIEWED WITH NUMBERS INCREASING FROM LEFT TO RIGHT

AND WITH LETTERS INCREASING FROM RIGHT TO LEFT.

TYPICAL ROOF SLAB

REINFORCEMENT

BEAM REINFORCEMENT

NOT SHOWN FOR CLARITY

B.O. BEAM

[SEE SCHEDULE]

P

LA

N

S

EE

MIN.

Ø14 @ 450 O.C. (TYP.)

SEE PLAN FOR

ROOF SLAB

REINFORCEMENT

ROUGHEN SURFACE

BEAM REINFORCEMENT

NOT SHOWN FOR CLARITY

(SEE BEAM SCHEDULES)

B.O. BEAM ELEV.

SEE SCHEDULE

H

EI

G H

T

N O

M

IN

A L

BE

AM

S E

E

PL

AN

MIN.

T.O. PARAPET

ELEV. SEE PLAN

Ø14 @ 300 O.C. (TYP.)

COORDINATE PLACEMENT OF

BOTTOM REINFORCEMENT

WITH LOCATION OF SCUPPERS

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…