Atch 2. B848 Most Recent As-Built [FOUO].pdf

C o n t r a c t D r a w i n g s F o r

31 JULY 2020

MODERNIZE HVAC AND

ELECTRICAL REDUNDANCY,

B848

CANNON AIR FORCE BASE

Curry County, New Mexico

Project No.: 1081400

Issued for Bid

B848

I N D E X O F D R A W I N G S

GENERAL

G001 COVER SHEET/INDEX OF DRAWINGS

G002 CONTRACTOR HAUL ROUTE AND STAGING AREA

G003 ABBREVIATIONS

G004 GENERAL LEGEND

G005 PHASING PLAN

ARCHITECTURAL

A101 ARCHITECTURAL PLAN 1ST FLOOR AREA "C"

A501 ARCHITECTURAL DETAILS AND SCHEDULES

A502 WALL TYPES AND DETAILS

STRUCTURAL

S001 GENERAL STRUCTURAL NOTES & TYPICAL DETAILS

MECHANICAL

M001 MECHANICAL LEGEND

XM101 MECHANICAL DEMO PLAN 1ST FLOOR AREA "C"

XM102 MECHANICAL PIPING DEMO PLAN 1ST FLOOR AREA "D"

M101 MECHANICAL PLAN 1ST FLOOR AREA "B"

M102 MECHANICAL PLAN 2ND FLOOR AREA "B"

M103 MECHANICAL PIPING PLAN 1ST FLOOR AREA "C"

M104 MECHANICAL PIPING PLAN 1ST FLOOR AREA "D"

M401 ENLARGED MECHANICAL PLAN 1ST FLOOR AREA "C"

M501 MECHANICAL DETAILS

M502 MECHANICAL DETAILS

M601 MECHANICAL SCHEDULES

M602 MECHANICAL CONTROLS

ELECTRICAL

E001 ELECTRICAL LEGEND

E002 ELECTRICAL LEGEND

E101 ELECTRICAL SITE PLAN

E102 ELECTRICAL PLAN 1ST FLOOR AREA "B"

E103 ELECTRICAL PLAN 1ST FLOOR AREA "C"

E104 ELECTRICAL PLAN 1ST FLOOR AREA "D"

E105 ELECTRICAL PLAN 2ND FLOOR AREA "B"

E401 ENLARGED ELECTRICAL PLAN 1ST FLOOR AREA "C"

E501 ELECTRICAL DETAILS

E601 EXISTING ONE LINE DIAGRAM

E602 EXISTING ONE LINE DIAGRAM

E603 EXISTING ONE LINE DIAGRAM

E611 PROPOSED ONE LINE DIAGRAM

E612 PROPOSED ONE LINE DIAGRAM

E613 PROPOSED ONE LINE DIAGRAM

E614 PROPOSED ONE LINE DIAGRAM

E615 PROPOSED ONE LINE DIAGRAM

E616 PROPOSED ONE LINE DIAGRAM

E617 ELECTRICAL SCHEDULE AND ELEVATIONS

E621 DATA CENTER - RACK CIRCUITING SCHEDULES

FIRE AND LIFE SAFETY

FA101 FIRE ALARM PLAN 1ST FLOOR AREA "B"

FA102 FIRE ALARM PLAN 1ST FLOOR AREA "C"

FA401 ENLARGED FIRE ALARM PLAN 1ST FLOOR AREA "C"

FP101 FIRE PROTECTION PLAN 1ST FLOOR AREA "B"

FP102 FIRE PROTECTION PLAN 1ST FLOOR AREA "C"

FP401 ENLARGED FIRE PROTECTION PLAN 1ST FLOOR AREA "C"

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PROJECT LOCATION MAP

Property of the United States Government;

Copying, Dissemination, or Distribution of these drawings or specifications to any unathorized person is prohibited.

UNCLASSIFIED/FOR OFFICIAL USE ONLY

CONTRACTOR

ACCESS GATE

PROJECT

SITE

HAUL

ROUTE

BASE CIVIL

ENGINEERING

OP

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OF

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OR

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UT

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ND

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AR

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BASE MAP

B848

CONTRACTOR

STAGING

AREA

HAUL

ROUTE

GENERAL NOTES:

1. CONTRACTOR STAGING AREA MUST BE FULLY ENCLOSED WITH

A MINIMUM 9 GAUGE CHAIN LINK FENCE 6 FEET HIGH.

2. STORAGE AREA HAS:

- WATER TIE-IN

- 480V 3 PH TRANSFORMER W/ DISCONNECT AND PAD.

CHILLER

STAGING

Property of the United States Government;

Copying, Dissemination, or Distribution of these drawings or specifications to any

1. THESE ABBREVIATIONS APPLY TO THE ENTIRE SET

OF CONTRACT DRAWINGS.

2. LISTING OF ABBREVIATIONS DOES NOT IMPLY THAT

ALL ABBREVIATIONS ARE USED IN THE CONTRACT

DRAWINGS.

3. ABBREVIATIONS SHOWN ON THIS SHEET INCLUDE

VARIATIONS OF A WORD. FOR EXAMPLE, "MOD"

MAY MEAN MODIFY OR MODIFICATION; "INC" MAY

MEAN INCLUDED OR INCLUDING AND "REINF" MAY

MEAN EITHER REINFORCE OR REINFORCING.

4. SEE MECHANICAL AND ELECTRICAL LEGEND SHEETS FOR

PROJECT-SPECIFIC EQUIPMENT SYMBOLS,

EQUIPMENT ABBREVIATIONS, AND PIPING SYSTEM

ABBREVIATIONS.

FLG

FLOR

FLR

FLS

FN

FO

FOB

FOC

FOF

FOM

FOS

FOT

FPT

FR

FRP

FRTM

FS

FT

FTG

FUR

FURN

FUT

FV

FW

FWD

FWE

FXTR

G

GA

GAL

GALV

GB

GC

GD

GEN

GFCI

GFMU

GG

GJ

GL

GLB

GND

GP

GR

GRTG

GSB

GT

GVL

GW

GWB

GYP

H

HB

HBD

HC

HD

HDR

HDW

HEX

HGR

HH

HID

HM

HORIZ

HP

HPC

HPS

HPT

HR

HS

HSS

HT

HTG

HV

HVAC

HWD

HWL

HYD

HZ

ID

IE

IF

IH

IMP

IN

INC

INF

INSTR

INSUL

INT

INTR

INV

IPS

IPT

IR

IRR

ISO

IW

JB

JCT

JF

JST

JT

K

KB

KCMIL

KD

KO

KSI

KW

L

LAD

LAM

LATL

LB

FLANGE

FLUORESCENT

FLOOR

FLASHING, FLUSH

FENCE

FINISHED OPENING, FIBER OPTIC

FLAT ON BOTTOM

FACE OF CONCRETE, FACE OF CURB

FACE OF FINISH

FACE OF MASONRY

FACE OF STUDS

FLAT ON TOP

FEMALE PIPE THREAD

FRAME

FIBERGLASS REINFORCED PLASTIC

FIRE RETARDANT TREATED MATERIAL

FLOOR SINK, FAR SIDE

FEET, FOOT

FOOTING, FITTING

FURRED, FURRING

FURNITURE, FURNISH

FUTURE

FACE VELOCITY

FIELD WELD, FIRE WALL

FORWARD

FURNISHED WITH EQUIPMENT

FIXTURE

GRILLE, GROUND

GAGE (METAL THICKNESS)

GALLON

GALVANIZED

GRAB BAR, GRADE BREAK

GROOVED COUPLING

GUARD

GENERAL

GROUND FAULT CIRCUIT INTERRUPTER

GROUND FACE MASONRY UNIT

GUTTER GRADE

GROOVED JOINT

GLASS

GLASS BLOCK, GLULAM BEAM

GROUND

GUY POLE

GRADE

GRATING

GYPSUM SHEATHING BOARD

GREASE TRAP

GRAVEL

GUY WIRE

GYPSUM WALLBOARD

GYPSUM HARDBOARD

HIGH

HOSE BIBB

HARDBOARD

HANDICAPPED, HOLLOW CORE, HORIZONTAL

CURVE, HORIZONTAL CENTERLINE

HEAD, HOT DIP

HEADER

HARDWARE

HEXAGONAL

HANGER

HANDHOLE

HIGH-INTENSITY DISCHARGE

HOLLOW METAL

HORIZONTAL

HIGH POINT, HORSEPOWER

HORIZONTAL POINT OF CURVATURE

HIGH-PRESSURE SODIUM

HORIZONTAL POINT OF TANGENCY

HOSE REEL, HOUR

HEADED STUD, HIGH STRENGTH

HOLLOW STRUCTURAL SHAPE

HEIGHT

HEATING

HIGH VOLTAGE

HEATING, VENTILATING AND

AIR CONDITIONING

HARDWOOD

HIGH WATER LEVEL

HYDRAULIC

HERTZ, CYCLES PER SECOND

INSIDE DIAMETER, INTERIOR DIMENSION

INVERT ELEVATION, FOR EXAMPLE

INSIDE FACE

INTAKE HOOD

IMPACT

INCH

INCLUDE, INCANDESCENT

INFLUENT

INSTRUMENTATION

INSULATION

INTERIOR, INTERSECTION

INTERMEDIATE, INTERIOR

INVERT

IRON PIPE SIZE

INTERNAL PIPE THREAD

INSIDE RADIUS, IRON ROD

IRRIGATION

ISOMETRIC

INDUSTRIAL WASTE WATER

JUNCTION BOX

JUNCTION

JOINT FILLER

JOIST

JOINT

KIP

KNEE BRACE

THOUSAND CIRCULAR MILS

KNOCK DOWN

KNOCK OUT

KIPS PER SQUARE INCH

KILOWATT

ANGLE, LENGTH, LAVATORY, LINTEL

LADDER

LAMINATE

LATERAL

LAG BOLT, POUND

CONC

CONN

CONST

CONT

COOR

CORR

CP

CPLG

CRL

CSC

CSK

CSS

CT

CTJ

CTR

CTRL

CVT

CU

CW

CY

d

D

DB

DBA

DBL

DC

DEG

DEG F

DEMO

DEP

DEPT

DET

DGCO

DI

DIA

DIAG

DIFF

DIM

DISCH

DIST

DIV

DL

DMJ

DMPF

DN

DO

DP

DPDT

DPST

DS

DT

DUP

DWG

DWL

DWR

E

EA

EC

ECC

ED

EDB

EE

EF

EFF

EHH

EIFS

EJ

EL

ELEC

EMBD

EMER

EMH

ENCL

ENGR

ENTR

EOP

EQ

EQUIP

EQUIV

ES

ESEW

EST

EW

EWC

EWEF

EWTB

EXC

EXH

EXP

EXST

EXT

F TO F

F&B

FAB

FB

FBD

FBG

FBM

FBO

FC

FCA

FD

FDC

FDR

FDTN

FE

FEC

FES

FEXT

FF

FG

FH

FIG

FIN

FJT

FL

FLEX

CONCRETE

CONNECTION

CONSTRUCTION

CONTINUOUS

COORDINATE

CORROSIVE, CORRUGATED

CHECKER PLATE, CONTROL POINT

COUPLING

CORROSION-RESISTANT LINING

COMPRESSION SLEEVE COUPLING

COUNTERSINK

CLINIC SERVICE SINK

CERAMIC TILE

CONTRACTION JOINT

CENTER

CONTROL

CULVERT

COPPER, CUBIC

CLOCKWISE

CUBIC YARD

PENNY (NAIL MEASURE)

DEEP, DIFFUSER, DRAIN

DUCT BANK, DECIBEL, DRY BULB

DEFORMED BAR ANCHOR

DOUBLE

DIRECT CURRENT

DEGREE

DEGREE FAHRENHEIT

DEMOLITION

DEPRESSED

DEPARTMENT

DETAIL

DOUBLE GRADE CLEAN OUT

DROP INLET, DUCTILE IRON, DIGITAL INPUT

DIAMETER

DIAGONAL, DIAGRAM

DIFFERENTIAL, DIFFERENCE

DIMENSION

DISCHARGE

DISTANCE, DISTRIBUTION

DIVISION

DEAD LOAD

DOUBLE MECHANICAL JOINT

DAMP PROOFING

DOWN

DISSOLVED OXYGEN, DIGITAL OUTPUT, DITTO

DEPTH

DOUBLE POLE, DOUBLE THROW

DOUBLE POLE, SINGLE THROW

DOWN SPOUT

DOUBLE TEE, DRIP TRAP ASSEMBLY

DUPLICATE

DRAWING

DOWEL

DRAWER

EAST

EACH, EXHAUST AIR

ELECTRICAL CONTRACTOR

ECCENTRIC

EQUIPMENT DRAIN

ELECTRICAL DUCT BANK

EACH END

EACH FACE

EFFLUENT, EFFICIENCY

ELECTRICAL HANDHOLE

EXTERIOR INSULATION &

FINISH SYSTEM

EXPANSION JOINT

ELBOW, ELEVATION

ELECTRICAL

EMBEDDED

EMERGENCY

ELECTRICAL MANHOLE

ENCLOSURE

ENGINEER

ENTRANCE

EDGE OF PAVEMENT

EQUAL

EQUIPMENT

EQUIVALENT

EACH SIDE, EQUAL SPACE,

EMERGENCY SHOWER

EMERGENCY SHOWER AND EYE WASH

ESTIMATE

EACH WAY, EMERGENCY

EYE/FACE WASH

ELECTRIC WATER COOLER

EACH WAY, EACH FACE

EACH WAY, TOP AND BOTTOM

EXCAVATION

EXHAUST

EXPANSION, EXPOSED

EXISTING

EXTERIOR, EXTERNAL, EXTENSION

FACE TO FACE

FACE AND BYPASS

FABRICATE

FLOOR BEAM

FIBERBOARD

FIBERGLASS

BOARD FOOT MEASURE

FURNISHED BY OWNER

FLUSHING CONNECTION

FLANGED COUPLING ADAPTER

FLOOR DRAIN

FLEXIBLE DUCT CONNECTION

FEEDER

FOUNDATION

FLANGED END

FIRE EXTINGUISHER CABINET

FLARED END SECTION

FIRE EXTINGUISHER

FAR FACE, FACTORY FINISH, FLAT FACE

FINISHED GRADE

FIRE HYDRANT

FIGURE

FINISH

FLUSH JOINT

FLOW, FLOW LINE

FLEXIBLE

A/C

A/E

A

AB

ABAN

ABC

ABT

AC

ACK

ACP

ACST

AD

ADDL

ADH

ADJ

AF

AFF

AFG

AGGR

AI

AIC

ALIG

ALT

ALUM

AM

AMB

ANC

AO

AP

APRX

APVD

ARCH

ASSY

AT

ATC

ATM

AUTO

AUX

AVE

AVG

AWG

AWT

B TO B

BAL

BBD

BC

BD

BE

BF

BITUM

BKG

BL

BLDG

BLK

BLKG

BM

BOC

BOD

BOG

BOL

BOP

BOR

BOT

BOU

BP

BRG

BRGP

BRKT

BS

BTU

BTW

BTWLD

BU

BUR

BW

BYP

C TO C

C&G

C

CAB

CAP

CAT

CAV

CB

CCB

CCW

CDF

CE

CER

CF

CFL

CHBD

CHD

CHFR

CHH

CI

CIP

CIPB

CIRC

CJ

CKT

CL

CLG

CLKG

CLR

CMH

CMP

CMU

CO

COL

COM

COMB

COMM

COMP

CON

AIR CONDITIONING

ARCHITECT/ENGINEER

AMPERE

ANCHOR BOLT

ABANDON

AGGREGATE BASE COURSE

ABOUT

ALTERNATING CURRENT

ACKNOWLEDGE

ACOUSTIC CEILING PANEL,

ASPHALTIC CONCRETE PAVEMENT

ACOUSTIC

ADDENDUM, AREA DRAIN

ADDITIONAL

ADHESIVE

ADJUSTABLE, ADJACENT

AMP FRAME, AMP FUSE

ABOVE FINISH FLOOR

ABOVE FINISH GRADE

AGGREGATE

AREA INLET, ANALOG INPUT

AMPS INTERRUPTING CAPACITY

ALIGNMENT

ALTERNATE, ALTITUDE

ALUMINUM

ACOUSTICAL MATERIAL

AMBIENT

ANCHOR

ANALOG OUTPUT

ACCESS PANEL

APPROXIMATE

APPROVED

ARCHITECTURAL

ASSEMBLY

ACOUSTICAL TILE, AMP TRIP

ACOUSTICAL TILE CEILING

ATMOSPHERE

AUTOMATIC

AUXILIARY

AVENUE

AVERAGE

AMERICAN WIRE GAGE

ACOUSTICAL WALL TILE

BACK TO BACK

BALANCE

BULLETIN BOARD

BASE CABINET, BOTTOM CHORD,

BOLT CENTER, BOLT CIRCLE

BOARD

BOTH ENDS, BELL END

BOTH FACES, BOTTOM FACE,

BLIND FLANGE, BOARD FEET

BITUMINOUS

BACKING

BASE LINE

BUILDING

BLOCK

BLOCKING

BENCHMARK, BEAM

BACK OF CURB

BOTTOM OF DUCT

BOTTOM OF GRILLE

BOTTOM OF LOUVER, BOLLARD

BOTTOM OF PIPE

BOTTOM OF REGISTER

BOTTOM

BOTTOM OF UNIT

BASE PLATE

BEARING

BEARING PLATE

BRACKET

BOTH SIDES

BRITISH THERMAL UNIT

BETWEEN

BUTT WELD

BELL UP, BUILT-UP

BUILT-UP ROOFING

BOTH WAYS

BYPASS

CENTER TO CENTER

CURB AND GUTTER

CHANNEL SHAPE, CENTIGRADE,

CONDUIT

CABINET

CAPACITY

CATALOG, CATALOGIORY

CAVITY

CATCH BASIN

CONCRETE BLOCK

COUNTER CLOCKWISE

CONTROLLED-DENSITY FILL

CONCRETE EDGE

CERAMIC

CUBIC FEET (FOOT)

COUNTER FLASHING

CHALKBOARD

CHORD

CHAMFER

COMMUNICATION HANDHOLE

CURB INLET

CAST-IN-PLACE

CONCRETE INTERLOCKING PAVER

BALLAST

CIRCULATION, CIRCULAR

CONSTRUCTION JOINT

CIRCUIT

CENTERLINE, CLASS, CLOSE

CEILING

CAULKING

CLEAR

COMMUNICATION MANHOLE

CORRUGATED METAL PIPE

CONCRETE MASONRY UNIT

CLEANOUT, CONCRETE OPENING

COLUMN

COMMON

COMBINATION

COMMUNICATION

COMPOSITION, COMPRESSIBLE,

COMPOSITE

CONCENTRIC

GENERAL NOTES:

LCTB

LDG

LDR

LE

LF

LG

LH

LIN

LIQ

LLH

LLV

LMLU

LNG

LOC

LP

LPS

LR

LT

LTD

LTG

LTL

LTNG

LV

LVL

LVR

LW

LWC

LWL

MA

MACH

MAINT

MAN

MATL

MAX

MB

MBR

MC

MCB

MCJ

MDMJ

MECH

MED

MFR

MH

MIN

MIR

MISC

MJ

ML

MLO

MMB

MO

MOD

MON

MPT

MRGWB

MS

MSL

MT

MU

MULL

MV

MW

N

NA

NAT

NC

NEG

NF

NIC

NMED

NO

NOM

NPS

NPT

NPW

NS

NTS

NWL

O TO O

OA

OC

OCPD

OD

OED

OF

OFCI

OFOI

OG

OH

OPNG

OPP

OPT

OR

ORD

ORIG

OSE

OVFL

OVHG

OZ

P

PA

PAR

PB

PBD

PC

PCC

PCF

PCT

PE

PED

PEN

PERF

PERM

PERP

LIQUID CHALK AND TACK BOARD

LANDING

LEADER

LIFTING EYE

LINEAR FOOT

LONG

LEFT HAND

LINEAR

LIQUID

LONG LEG HORIZONTAL

LONG LEG VERTICAL

LIQUID MARKER LECTURE UNIT

LONGITUDINAL

LOCATION

LOW POINT

LOW-PRESSURE SODIUM

LONG RADIUS

LEFT

LIMITED

LIGHTING

LINTEL

LIGHTNING

LOW VOLTAGE

LAMINATED VENEER LUMBER

LOUVER

LIGHTWEIGHT

LIGHTWEIGHT CONCRETE

LOW WATER LEVEL

MIXED AIR

MACHINED

MAINTENANCE

MANUAL

MATERIAL

MAXIMUM

MACHINE BOLT

MEMBER

MECHANICAL CONTRACTOR,

MECHANICAL COUPLING,

MOMENT CONNECTION

METAL CORNER BEAD

MASONRY CONTROL JOINT

MODIFIED DOUBLE MECHANICAL JOINT

MECHANICAL

MEDIUM

MANUFACTURER

MANHOLE, METAL HALIDE

MINIMUM

MIRROR

MISCELLANEOUS

MECHANICAL JOINT

MASONRY LINTEL

MAIN LUGS ONLY

MEMBRANE

MASONRY OPENING

MODULAR, MODIFY

MONUMENT

MALE PIPE THREAD

MOISTURE-RESISTANT

GYPSUM WALLBOARD

MOP SINK

MEAN SEA LEVEL

MOUNT

MASONRY UNIT

MULLION

MEDIUM VOLTAGE

MONITORING WELL

NORTH, NEUTRAL

NOT APPLICABLE

NATURAL, NATIONAL

NORMALLY CLOSED

NEGATIVE

NEAR FACE, NON-FUSED

NOT IN CONTRACT

NEW MEXICO ENVIRONMENT DEPARTMENT

NORMALLY OPEN, NUMBER

NOMINAL

NOMINAL PIPE SIZE

NATIONAL PIPE THREAD

NON-POTABLE WATER

NEAR SIDE

NOT TO SCALE

NORMAL WATER LEVEL

OUT TO OUT

OUTSIDE AIR, OVERALL

ON CENTER

OVER CURRENT PROTECTION DEVICE

OUTSIDE DIAMETER

OPEN END DUCT

OUTSIDE FACE, OFFICE FURNISHING

OWNER FURNISHED CONTRACTOR

INSTALLED

OWNER FURNISHED OWNER INSTALLED

ORIGINAL GROUND

OVERHEAD

OPENING

OPPOSITE

OPTIONAL

OUTSIDE RADIUS

OVERFLOW ROOF DRAIN

ORIGINAL

OFFICE OF THE STATE ENGINEER

OVERFLOW

OVERHANG

OUNCE

PAINT

PUBLIC ADDRESS

PARALLEL, PARAPET

PANIC BAR, PULL BOX

PARTICLE BOARD

POINT OF CURVE, PIECE, PRECAST

POINT OF COMPOUND CURVATURE

POUNDS PER CUBIC FOOT

PERCENT

PLAIN END

PEDESTAL

PENETRATION

PERFORATED

PERMANENT

PERPENDICULAR

POWER FACTOR

PREFACED MASONRY UNIT

PHASE

POINT OF INTERSECTION

PACKAGE

PLATE, PROPERTY LINE,

PRECAST LINTEL

PLASTER

PLATFORM

PLUMBING

POUNDS PER LINEAR FOOT

PNEUMATIC

POLISH

POSITIVE, POSITION

POLYPROPYLENE, POWER POLE

POINT OF REVERSE CURVATURE

PREFINISHED

PREFABRICATED

PRELIMINARY

PREPARE

PRESSURE

PRIMARY

PROPERTY, PROPOSED

PROTECTION

PIPE SUPPORT

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

POUNDS PER SQUARE INCH ABSOLUTE

POUNDS PER SQUARE INCH GAGE

PRESTRESSED

POINT, POINT OF TANGENCY

PARTITION

POLYVINYL CHLORIDE, POINT OF

VERTICAL CURVE

PAVEMENT

PLYWOOD

PLYWOOD WEB JOIST

PIEZOMETER

RATE OF FLOW

QUARRY TILE

QUARTER

QUANTITY

QUALITY

REMOVE AND REPLACE

REMOVE AND SALVAGE

RADIUS, REGISTER, RISER

RETURN AIR

RESILIENT BASE, ROCK BERM

RECEPTACLE

ROOF DRAIN

RECESS

RECEIVED

RECTANGULAR

REDUCER

REFERENCE

REINFORCING

REMOVE

REQUIRED

RESILIENT

RETAINING, RETURN

REVISION, REVERSE

RESILIENT FLOORING

ROOFING

REFLECTED, REFLECTOR

ROUGH

RIGID GALVANIZED STEEL

PVC COATED RGS

RELIEF HOOD, RIGHT HAND,

RELATIVE HUMIDITY

REQUIRED LAP

RELIEF AIR

ROUND

RUNNING

ROUGH OPENING

RIGHT-OF-WAY

REVOLUTIONS PER MINUTE

RAILROAD

ROCK SLOPE PROTECTION

RIGHT

RESILIENT VINYL TILE

READY

SOUTH, SINK

SUPPLY AIR

SOUND-ABSORBING MASONRY UNIT

SANITARY

SPLASH BLOCK

SOLID CORE

SCHEDULE

SCHEMATIC

SCREEN

STEEL/ALUMINUM EDGE

SECONDARY, SECONDS

SECTION

SEPARATE

SQUARE FOOT, SILT FENCE

SHEET GLASS, SEALANT GROOVE

SHOWER

SHEET

SHEATHING

SILENCE

SIMILAR

SLAB JOINT

SLOPE, STEEL LINTEL

SLOTTED

SLEEVE

SEAMLESS

SLAB ON GRADE

SOUNDPROOF, STANDPIPE

SPACING

SPECIFICATION

SUPPLY

SINGLE POLE SINGLE THROW

SET POINT

SQUARE

SHORT RADIUS

SERVICE SINK

STAINLESS STEEL

STREET

STATION

STANDARD

STIFFENER

PF

PFMU

PH

PI

PKG

PL

PLAS

PLAT

PLBG

PLF

PNEU

POL

POS

PP

PRC

PREF

PREFAB

PRELIM

PREP

PRES

PRI

PROP

PROT

PS

PSF

PSI

PSIA

PSIG

PST

PT

PTN

PVC

PVMT

PWD

PWJ

PZ

Q

QT

QTR

QTY

QUAL

R&R

R&S

R

RA

RB

RCPT

RD

REC

RECD

RECT

RED

REF

REINF

REM

REQD

RESIL

RET

REV

RF

RFG

RFL

RGH

RGS

RGS-PVC

RH

RL

RLFA

RND

RNG

RO

ROW

RPM

RR

RSP

RT

RVT

RY

S

SA

SAMU

SAN

SB

SC

SCH

SCHEM

SCN

SE

SEC

SECT

SEP

SF

SG

SH

SHT

SHTG

SIL

SIM

SJ

SL

SLTD

SLV

SMLS

SOG

SP

SPA

SPEC

SPLY

SPST

SPT

SQ

SR

SS

SST

ST

STA

STD

STIF

STIRRUP

STEEL

STORAGE

STRUCTURAL, STRAIGHT

SUBSTITUTE

SUCTION

SUSPENDED

SQUARE YARD

SYMBOL

SYMMETRICAL

SYNTHETIC

SYSTEM

TOP AND BOTTOM

TONGUE AND GROOVE

TILE, TREAD

TOILET ACCESSORY, TEMPERED AIR

TANGENT

TEMPORARY BENCHMARK

TEMPORARY CONSTRUCTION EASEMENT

TROWELED EPOXY FLOORING

TEMPORARY, TEMPERATURE

THREAD

THICK

THRESHOLD

TACK BOARD

TOP OF BOLT, TOP OF BANK,

TOP OF BEAM, TOP OF BERM

TOP OF CURB, TOP OF CONCRETE

TOP OF DUCT

TOP OF FOOTING

TOP OF GRATING

TOLERANCE, TOP OF LEDGER

TOP OF MASONRY

TOP OF PLATE

TOPOGRAPHY

TOP OF SLAB, TOP OF STEEL,

TOE OF SLOPE

TOP OF WALL

TOILET PARTITION, TELEPHONE POLE,

TOE PLATE, TRAP PRIMER

TOILET PAPER DISPENSER

TOPPING, THROUGH PLATE GIRDER

TRANSOM

TRANSITION

TRENCH DRAIN

TYPICAL

URINAL

UNDERGROUND

ULTIMATE

UNFINISHED

UNLESS NOTED OTHERWISE

UTILITY

VENT, VELOCITY, VOLT

VOLT AMPERE

VACUUM

VARNISH, VARIABLE,

VOLT AMPERES REACTIVE

VAPOR BARRIER, VINYL BASE,

VALVE BOX

VERTICAL CURVE

VITRIFIED CLAY PIPE

VINYL COMPOSITION TILE,

VERTICAL CENTERLINE

VELOCITY

VENTILATION

VERTICAL

VERTICAL REINFORCING

VERTICAL GRAIN

VERIFY IN FIELD

VINYL

VOLUME

VERTICAL POINT OF CURVATURE

VERTICAL POINT OF INTERSECTION

VERTICAL POINT OF TANGENCY

VERSUS, VAPOR SEAL

VENT THROUGH ROOF

VINYL WALL COVERING

WITH

WITHOUT

WATT, WEST, WIDE, WINDOW, WIRE,

WIDE FLANGE BEAM

WOOD BASE

WATER CLOSET, WATER COLUMN

WOOD, WIDTH

WIDE FLANGE, WASH FOUNTAIN

WIRE GLASS, WATER GAGE

WALL HYDRANT, WEEP HOLE

WROUGHT IRON

WATER LEVEL

WELDED

WIRE MESH

WEATHERPROOF

WATERSTOP, WATER SURFACE

WAINSCOT

WEIGHT, WATER TIGHT

WATERPROOF, WORKING POINT

WELDED WIRE FABRIC

EXPLOSION-PROOF

EXTRA STRONG

CROSS SECTION

DOUBLE EXTRA STRONG

YARD HYDRANT

YIELD STRENGTH

STIR

STL

STOR

STR

SUB

SUC

SUSP

SY

SYM

SYMM

SYN

SYS

T&B

T&G

T

TA

TAN

TBM

TCE

TEF

TEMP

THD

THK

THRESH

TKBD

TOB

TOC

TOD

TOF

TOG

TOL

TOM

TOP

TOPO

TOS

TOW

TP

TPD

TPG

TR

TRANS

TRD

TYP

U

UG

ULT

UNFN

UNO

UTIL

V

VA

VAC

VAR

VB

VC

VCP

VCT

VEL

VENT

VERT

VERTS

VG

VIF

VIN

VOL

VPC

VPI

VPT

VS

VTR

VWC

W/

W/O

W

WB

WC

WD

WF

WG

WH

WI

WL

WLD

WM

WP

WS

WSCT

WT

WTHP

WWF

XP

XS

XSECT

XXS

YH

YS

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G003

AB

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Property of the United States Government; Copying, Dissemination, or Distribution of these drawings or specifications to any unathorized person is prohibited. UNCLASSIFIED/

FOR OFFICIAL USE ONLY

OP

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G004

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EQUIPMENT

NUMBER

1. THIS IS A STANDARD SHEET SHOWING COMMON

SYMBOLOGY. ALL SYMBOLS ARE NOT NECESSARILY

USED ON THIS PROJECT.

2. SCREENING OR SHADING OF WORK IS USED TO

INDICATE EXISTING COMPONENTS OR TO

DE-EMPHASIZE PROPOSED IMPROVEMENTS TO

HIGHLIGHT SELECTED TRADE WORK. REFER TO

CONTEXT OF EACH SHEET FOR USAGE.

EQUIPMENT IDENTIFICATION

PUMP 23

INDICATES PUMP

EXAMPLEFIGURE

TARGET ELEVATION

ARCHITECTURAL

PIPING

KEY NOTE NUMBER

KEY NOTE DESIGNATION

LOUVER

WINDOW TYPE

WALL TYPE

COLUMN GRID LINE

ROOM NUMBER

DOOR NUMBER

36"LINE SIZE

PLANT EFFLUENTSERVICE

EXAMPLE

36"-PLE

FIGURE

GENERAL NOTES:

NPWP-23

XXX

X

X

X

X

X

ACCESSORY, FURNITURE,

AND MISCELLANEOUS

EQUIPMENT IDENTIFIER

PLAN TITLE

GENERAL LINE SYMBOLOGY

COLUMN GRID LINE/CENTERLINE

INDICATES

NON-POTABLE WATER

SERVICE

ABBREVIATION

EQUIPMENT

ABBREVIATION

IDENTIFICATION SYMBOLOGYGENERAL SYMBOLOGY SHEET NAMING CONVENTION

ARCHITECTURAL SECTION, SHEET 01

SHEET TYPE DESIGNATOR

SHEET NUMBER

DISCIPLINE DESIGNATOR

DRAWING TYPE DESIGNATOR

GENERAL (SYMBOLS, LEGENDS)

PLANS

ELEVATIONS

SECTIONS

LARGE SCALE VIEWS

DETAILS

SCHEDULES AND DIAGRAMS

PROFILES

3D REPRESENTATIONS

GENERAL

SURVEYING/MAPPING

DEMOLITION

CIVIL

MULTI-DISCIPLINE

STRUCTURAL

ARCHITECTURAL

MECHANICAL (HVAC)

PLUMBING

ELECTRICAL

FIRE ALARM

FIRE PROTECTION

DISCIPLINE DESIGNATOR & DISCIPLINE ORDER

G

V

X

C

U

S

A

M

P

E

FA

FP

EXAMPLE

0 1

A

SHEET WHERE DETAIL

IS LOCATED *

DETAIL NUMBER

SHEET WHERE SECTION

VIEW IS FIRST CUT *

SECTION LETTER

SHEET WHERE SECTION

IS LOCATED

SECTION LETTER

FLAG INDICATES DIRECTION

OF SECTION CUT

ELEVATION NUMBER

ARROW INDICATES

POINT OF VIEW

SECTION CUT MARKER

DETAIL MARKER

SHEET WHERE ELEVATION

IS LOCATED *

ARROW INDICATES POINT OF

VIEW ELEVATION

ELEVATION NUMBER

SINGLE ELEVATION OR PHOTO MARKER

MULTIPLE ELEVATION OR PHOTO MARKER

INDICATES SHEET WHERE

ELEVATION IS LOCATED

FOR REFERENCING DETAILS BOUND IN

SPECIFICATIONS OR SEPARATE VOLUME.

DETAIL MARKER

ELEVATION IDENTIFICATION

NUMBER

SHEET WHERE POINT OF VIEW

MARKER CAN BE FOUND *

SECTION TITLE

* EXCEPTIONS WHERE THE SHEET NUMBER IS REPLACED BY A DASH (-).

1) FOR COMMON DETAILS, SECTIONS, ELEVATIONS OR DETAILS THAT

ARE CUT OR CALLED OUT ON MULTIPLE SHEETS.

2) SECTIONS, ELEVATIONS OR DETAILS THAT ARE LOCATED ON THE

SAME SHEET THEY ARE CUT OR CALLED OUT ON.

ELEVATION TITLE

FOR REFERENCING DETAILS INCLUDED IN DRAWING SET.

DETAIL TITLE

X

XX

X

PLAN

1/4" = 1'-0"

X

XXX

X

XXX

SECTION

3/8" = 1'-0"

XXX

XXXXXX

X

XXX

DETAIL

1/4" = 1'-0"

SHEET WHERE DETAIL

IS LOCATED *

DETAIL NUMBER

X

XXX

X

XXX

X

XXX

ELEVATION

3" = 1'-0"

X

XXX

INTERIOR EXTERIOR

ROOM

NAME

XX-XX

A

SHEET WHERE

SECTION IS LOCATED

SECTION LETTER

FULL BUILDING SECTION CUT MARKER

X

XXX

X

XXX

ARROW INDICATES

DIRECTION OF SECTION

CUT

ARCHITECTURAL

DISCIPLINE

SECTION SHEET TYPE

SHEET NUMBER 01

SAMPLE SHEET NUMBER

0 1 A 3

ARROW INDICATES

DIRECTION OF

PLAN NORTH

NORTH ARROW

MATCHLINE

Property of the United States Government;

Copying, Dissemination, or Distribution of these drawings or specifications to any

C O

P

PHASE 2

PHASE 4

P H

A S

E

PHASE 1

SECURE SPACE

BOUDARY

PHASE 3

P H

A S

E

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KEY PLAN

PHASING PLAN 1ST FLOOR

1/16" = 1'-0"

PHASING NOTES:

1. THIS PLAN SHOWS THE PROPOSED PROJECT PHASING PLAN. THE

PROJECT PHASING SHALL MEET ALL THE FOLLOWING

REQUIREMENTS

2. SEE SPECIFICATION SECTION 01 11 00 FOR ADDITIONAL

REQUIREMENTS AND NOTIONAL PROJECT SCHEDULE.

3. WORK INSIDE THE SECURE SPACE WILL REQUIRE A GOVERNMENT

ESCORT AT ALL TIMES.

4. NO MORE THAN 3 FIXED FACILITY ROOMS (GCS BAYS) CAN BE

REMOVED FROM SERVICE AT ANY ONE TIME.

5. THE FIXED FACILITY ROOMS WITHIN EACH PHASE MUST BE FULLY

COMMISSIONED AND PLACED INTO OPERATION PRIOR TO WORK

BEING INITIATED IN THE FOLLOWING PHASE.

6. WORK IN CORRIDORS TO BE GENERALLY COORDINATED WITH

ADJACENT PHASING. IF WORK IN ANOTHER CORRIDOR IS REQUIRED

IT SHALL BE COORDINATED WITH THE GOVERNMENT CONTRACTING

OFFICER.

7. PHASING SHALL LIMIT THE NUMBER OF MECHANICAL AND

ELECTRICAL OUTAGES TO THE MINIMAL AMOUNT POSSIBLE. ALL

OUTAGES SHALL BE COORDINATED WITH THE CONTRACTING

OFFICER.

8. CONTRACTOR TO PROVIDE PHASING SIMILAR TO WHAT IS SHOWN.

SEE SPECIFICATIONS FOR NOTIONAL CONSTRUCTION SCHEDULE

AND MINIMAL REQUIREMENTS FOR OPERATIONS.

9. PHASE 1 ELECTRICAL WORK SHALL BE COMPLETE BEFORE START OF

PHASE 2 WORK.

A. THE USE OF GENERATORS TO MAINTAIN FACILITY OPERATION IS

ACCEPTABLE FOR SHORT DURATIONS AFTER APPROVAL BY

CONTRACTING OFFICER. FUEL WILL BE PROVIDED BY THE

GOVERNMENT.

B. PLACING UPS IN MAINTENANCE OR UTILITY BYPASS IS

ACCEPTABLE FOR SHORT DURATIONS AFTER APPROVAL BY

CONTRACTING OFFICER.

C. CRITICAL LOADS SHALL BE POWERED THROUGH A MINIMUM OF

ONE UPS THROUGHOUT THE DURATION OF THE CONSTRUCTION

PERIOD, EXCEPT AS APPROVED BY THE CONTRACTING OFFICER

FOR WORK ON UPS EQUIPMENT.

D. FUNCTIONAL TESTING REQUIREMENTS PER SECTION 26 08 00 TO

BE SCHEDULED AT THE END OF ALL PHASED WORK.

KEY NOTES:

1. WORK IN THE SERVER ROOM 130 CAN OCCUR OUTSIDE OF THE

PROPOSED PHASING PLAN. WORK IN THIS AREA COULD

SIGNIFICANTLY DISRUPT FACILITY OPERATIONS, WORK TO BE

COORDINATED WITH THE CONTRACTING OFFICER TO MINIMIZE

FACILITY DISRUPTIONS.

2. WORK IN THIS AREA CAN OCCUR OUTSIDE OF THE PROPOSED

PHASING PLAN. WORK TO BE COORDINATED WITH THE CONTRACTING

OFFICER.

G005

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Property of the United States Government;

Copying, Dissemination, or Distribution of these drawings or specifications to any

B

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44 44

44 44

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3'-4"

3A

3 2F443

3J3J3J3J3J

44 32F 3

3J3J3J 3J 3J 3J

3A

3A

3B

3B

3B

3A

3E

3E

3E

3B

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KEY PLAN

KEY NOTES:

1. REMOVE EXISTING EXTERIOR WALL AS REQUIRED FOR NEW DOOR AND

FRAME. REFER TO DETAILS ON SHEET A501. PAINT EXTERIOR WALL TO

MATCH EXISTING EXTERIOR FINISHES.

2. REMOVE EXISTING 12" HIGH RAISED FLOOR SYSTEM WITH CARPET TILE IN

ITS ENTIRETY AND TURN OVER TO THE GOVERNMENT PER DIRECTION OF

THE CONTRACTING OFFICER. REMOVE ALL WALL BASE IN ROOM 132 IN ITS

ENTIRETY AND DISCARD. REPAIR ANY DAMAGE OF WALL TO MATCH

EXISTING WALL SURFACES. PROVIDE A COMPLETE NEW RAISED FLOOR

SYSTEM IN ROOM.AND NEW VINYL WALL BASE.

3. REMOVE EXISTING SLIDING DOOR IN ITS ENTIRETY, TURN OVER TO

GOVERNMENT, AND PROVIDE A NEW WALL INFILL WITH CONSTRUCTION TO

MATCH THE EXISTING ADJACENT WALL CONSTRUCTION. SEE ROOM FINISH

SCHEDULE FOR EXTENTS OF PAINTING OF WALL.

4. REMOVE PORTIONS OF EXISTING ACOUSTICAL GRID CEILINGS AND 12"

HIGH RAISED FLOOR SYSTEM AS REQUIRED FOR DEMOLITION AND

COORDINATION OF NEW WORK.. SALVAGE EXISTING AND RE-INSTALL.

5. REMOVE PORTIONS OF EXISTING ACOUSTICAL GRID CEILINGS AND 4" HIGH

RAISED FLOOR SYSTEM WITH CARPET TILE IN CORRIDORS AS REQUIRED

FOR DEMOLITION AND COORDINATION OF NEW WORK. SALVAGE EXISTING

AND RE-INSTALL.

X

GENERAL NOTES:

1. REFER TO SHEET A501 FOR ROOM FINISH AND DOOR

SCHEDULES.

2. REFER TO SHEET A502 FOR WALL TYPES.

3. CONTRACTOR SHALL DEVELOP A DEMOLITION AND

CONSTRUCTION PHASING PLAN TO BE APPROVED BY THE

CONTRACTING OFFICER PRIOR TO ANY WORK SCHEDULED.

REFER TO SHEET G005.

6. CONTRACTOR SHALL INSTALL A SECURE, TEMPORARY ENCLOSURE

DURING DEMOLITION OF THE SECURE EXTERIOR WALL AND INSTALLATION

OF THE NEW DOOR AND FRAME. REFER TO WALL TYPE-T ON SHEET A502

FOR WALL CONSTRUCTION.

7. PROVIDE A NEW DOOR FRAME ONLY IN EXISTING WALL. PATCH AND

REPAIR WALL TO MATCH EXISTING SURFACES.

8. REMOVE EXISTING CEILING IN ITS ENTIRETY. REPAIR WALL THAT HAS BEEN

DAMAGED DURING DEMOLITION TO MATCH EXISTING SURFACES. PAINT

ALL WALLS IN THIS ROOM FROM FINISH FLOOR TO STRUCTURE. AVERAGE

HEIGHT OF THE NORTH AND SOUTH WALLS ARE 19'-0" AFF.

9. ADD 1-LAYER OF 5/8" TYPE-X GWB TO THIS ENTIRE WALL TO MAKE THIS

WALL PART OF THE SECURE SPACE BOUNDARY. WALL IS ALSO MODIFIED

TO BE 1-HOUR RATED. FIRE RATE ANY PENETRATIONS IN THESE WALLS.

FINISH ENTIRE WALL FROM TRUE FLOOR TO ROOF DECK.

10. REPAIR OPENINGS IN WALL TO MATCH ADJACENT SURFACES AND PAINT

ENTIRE WALL FROM FINISH FLOOR TO STRUCTURE..

11. REMOVE PORTION OF EXISTING GYPSUM BOARD CEILING FOR

COORDINATION WITH NEW MECHANICAL WORK. PATCH AND RE-PAINT

CEILING AND WALLS AS REQUIRED.

Property of the United States Government;

Copying, Dissemination, or Distribution of these drawings or specifications to any

EXTERIOR HM DOOR JAMB

@ STUCCO WALL DETAIL

1 1/2"=1'-0"

GROUT SOLID FROM

FLOOR TO LINTEL

BEARING

S E

E

P L

A N

S

HM DOOR FRAME AND

DOOR

BACKER ROD AND

SEALANT EACH SIDE

NEW CONCRETE

MASONRY JAMB

5/8" GWB ON AIR

BARRIER

00A501

3-COAT STUCCO ON 2"

RIGID BD INSULATION

(MATCH EXIST COLOR

AND FINISH)

EXTERIOR HM DOOR JAMB

@ CMU WALL DETAIL

1 1/2"=1'-0"

GROUT SOLID FROM

FLOOR TO LINTEL

BEARING

S E

E

P L

A N

S

HM DOOR FRAME AND

DOOR

BACKER ROD AND

SEALANT EACH SIDE

NEW CONCRETE

MASONRY JAMB

AS REQUIRED

5/8" GWB ON AIR

BARRIER

2" METAL STUD FRAMING

W/ HIGH DENSITY SPRAY

FOAM INSULATION

2" RIGID BD INSULATION

SPLIT-FACE CMU

VENEER WAINSCOT

2" METAL STUD FRAMING

W/ HIGH DENSITY SPRAY

FOAM INSULATION

00A501

SEE

PLANS

EXIST CONCRETE

MASONRY WALL

NEW CONCRETE MASONRY

SOAPS; SEE STRUCT

BACKER ROD AND

SEALANT EACH SIDE

HM DOOR FRAME AND

DOOR

EXTERIOR HM DOOR HEAD

(4") @ STUCCO WALL DETAIL

1 1/2"=1'-0"

5/8" GWB ON AIR

BARRIER

NEW STEEL LINTEL;

SEE STRUCT

00A501

3-COAT STUCCO ON 2" RIGID BD

INSULATION (MATCH EXIST

COLOR AND FINISH)

2" METAL STUD FRAMING

W/ HIGH DENSITY SPRAY

FOAM INSULATION

EPOXY FLOOR FINISH

@ DOOR OPENING

EXTERIOR HM DOOR SILL

DETAIL

1 1/2"=1'-0"

NEW RAISED FLOOR

SYSTEM

00A501

EXISTING CONCRETE

FLOOR AND FOUNDATION

NEW HM DOOR AND

FRAME

THRESHOLD SET IN

FULL BED OF SEALANT

MASONRY VENEER

RETURN BEYOND

NEW CONCRETE STOOP;

SEE STRUCT

1/2" COMPRESSIBLE

FILLER WITH SEALANT

SLOPE 1/2"

4"

THRU-WALL FLASHING

WITH DRIP EDGE

00A301

HM DOOR HEAD IN STUD WALL

3" = 1' - 0"

GYPSUM BOARD OR TILE

BACKER BOARD EACH SIDERUNNER CHANNEL

ON TOP OF

DOUBLE STUD

LINTEL

HM DOOR

FRAME

METAL STUD HEADER FRAMING

3 5/8 " METAL STUDS @ 16" OC

WITH SOUND BATT INSULATION

00A301

HM DOOR JAMB IN STUD WALL

3" = 1' - 0"

GYPSUM BOARD OR TILE

BACKER BOARD EACH SIDE

METAL STUDS

"DRYWALL" TYPE

HM DOOR FRAME

3 5/8" METAL STUDS @ 16 OC

00A301

HM DOOR HEAD IN CAVITY STUD WALL (JAMB SIM)

3" = 1' - 0"

RUNNER CHANNEL

ON TOP OF

DOUBLE STUD

LINTEL

HM DOOR AND

FRAME

EXIST GYPSUM EACH SIDE

NEW METAL STUD HEADER

FRAMING

EXIST METAL STUDS @ 16" OC

WITH SOUND BATT INSULATION

J TRIM AND SEALANT

AT PERIMETER

00A301

HM DOOR SILL IN CAVITY STUD WALL

3" = 1' - 0"

RUNNER CHANNEL

ON TOP OF

DOUBLE STUD

LINTEL

HM DOOR AND

FRAME

5/8" TYPE-X GYPSUM EACH SIDE

NEW METAL STUD HEADER

FRAMING (BOTH SIDES)

METAL STUDS @ 16" OC

WITH SOUND BATT INSULATION

(BOTH SIDES)

3/4" FIRE RATED PLYWOOD

FIRE CAULKING EACH SIDE

MATCH EXISTING

F

R A

M I N

G

H

E I G

H T

VCT FLOORING

EXISTING RAISED

FLOORING

NEW RAISED FLOOR

NOTE:

SILL DETAIL IS SIMILAR TO 7/00501. FRAMING HEIGHT IS 12" AFF.

NOTE:

SILL DETAIL IS SIMILAR TO 7/00501. FRAMING HEIGHT IS 12" AFF.

REFER TO WALL TYPE 3A, SECOND LAYER

GWB ADDED OVER EXISTING WALL

CORNER BEAD AND SEALANT

WHERE OCCURS

A501

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20Property of the United States Government;

Copying, Dissemination, or Distribution of these drawings or specifications to any

1'-0" (VERIFY)

WALL TYPE

SCALE: NTS

WALL TYPE

SCALE: NTS

FIRE RATING: VARIES, SEE BELOW

TEST: UL U419

FIRE RATING: NOT RATED

DECK

FIRE STOPPING AND

FIRE RATED SEALANT

METAL STUD TO

BOTTOM OF

STRUCTURE

LINE OF CEILING

5/8" TYPE-X GWB

6" METAL STUDS

LINE OF FLOOR

FIRE RATED SEALANT

SOUND BATT INSULATION

DECK

ACOUSTICAL SEALANT

EACH SIDE

METAL STUD TO

BOTTOM OF

STRUCTURE

LINE OF CEILING

5/8" GWB

4" METAL STUDS

STAGGERED

LINE OF FLOOR

ACOUSTICAL SEALANT

EACH SIDE

SOUND BATT INSULATION

3B

EXISTING: 1 HR RATED STC-45,

GYP BD WALL (U419) - 6" STUDS

3J

EXISTING: STC-45, 5/8" GYP BD

WALL (NOT RATED) - 8" STUDS

EXISTING: STC-45, 5/8" TYPE-X GYP

BD WALL (NOT RATED) - 6" STUDS

3E

EXISTING: 1 HR RATED, STC-45, GYP BD

WALL WITH CERAMIC TILE ON ONE SIDE

(U419) - 6" STUDS

WALL TYPE

SCALE: NTS

FIRE RATING: MAXIMUM 1 HR

TEST: UL U419

DECK

FIRE STOPPING AND

FIRE RATED SEALANT

METAL STUD TO

BOTTOM OF

STRUCTURE

LINE OF CEILING

5/8" TYPE-X GWB

4" METAL STUDS

LINE OF FLOOR

FIRE RATED SEALANT

SOUND BATT INSULATION

2F

EXISTING: STC-50, 5/8 " TYPE-X

GWB BOTH SIDES - 4" STUDS

GENERAL NOTES:

1. UL NUMBERS FOR PARTITION TYPES ARE BASED ON THE

AS BUILT DRAWINGS PROVIDED BY THE GOVERNMENT.

2. SEE ROOM FINISH SCHEDULE FOR FINISHES

3. SEE PLANS FOR WALL TPES

4. PROVIDE ACOUSTICAL SEALANT AT WALL TYPES

INDICATED TO RECEIVE SOUND INSULATION.

5. PROVIDE FIRE STOPPING AND FIRE RATED SEALANT AS

REQUIRED FOR ASSEMBLY INDICATED AT FIRE RATED

WALLS.

6. SEE PLANS FOR WALL THICKNESS NOT SHOWN ON THIS

DRAWING.

7. MAINTAIN STC SOUND RATING LISTED FOR WALLS BEING

PENETRATED.

8. ADD 1-LAYER 5/8 " TYPE-X GWB TO WEST AND SOUTH

WALLS OF ROOM 132 TO MAKE THESE WALLS 1 HOUR

RATED.

9. ALL WALLS AROUND COMM ROOM-233 ARE WALL TYPE-3F.

10. TEMPORARY WALL TYPE-T SHALL HAVE IDS. SEE

ELECTRICAL.

00A502

WALL TYPES

NTS

CHASE WALL

T

WALL TYPE

SCALE: NTS

FIRE RATING: MAXIMUM 1 HR

TEST: UL U419

DECK

FIRE STOPPING AND

FIRE RATED SEALANT

METAL STUD TO BOTTOM

OF STRUCTURE

LINE OF CEILING

2 LAYERS OF 5/8"

TYPE-X GWB

4" METAL STUDS (16 GA)

LINE OF

STRUCTURAL FLOOR

FIRE RATED SEALANT

BOTH SIDES

3 1/2 " SOUND BATT

INSULATION (MIN)

FASTENED TO PREVENT

SLIDING DOWN AND

LEAVING A VOID AT TOP

NEW: TEMPORARY WALL TYPE-T SHALL

CONFORM TO UFC 4-010-05 SCIF

PLANNING AND DESIGN AND SCIF TECH

SPECS V1.4, 28 SEPT 2017, CHAPTER 3,

FIGURE 1 (WALL A) ON PAGE 17.

5/8" TYPE-X GWB

CONTROLLED SIDE UNCONTROLLED SIDE

16 GA CONT TRACK TOP

AND BOTTOM W/

ANCHORS AT 32" MAX

SET ON CONT BED OF

ACOUSTICAL SEALANT

NOTE: ENTIRE WALL ASSEMBLY SHALL

BE PAINTED FROM TRUE FLOOR TO

TRUE CEILING STRUCTURE.

EXISTING: 5/8" GYP BD WALL - 6"

STUDS

3A

NEW: ADD ONE LAYER OF 5/8" TYPE-X

GYP BD TO THE SECURE SIDE OF

EXISTING WALL TYPE 3. INTENT IS THIS

WALL BECOMES THE NEW SECURE

BOUNDARY, CONFORMS TO ICD 705

WALL A, AND 1 HR RATED (U419).

A502

WA

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Property of the United States Government;

Copying, Dissemination, or Distribution of these drawings or specifications to any

GROUT CORES FULL

W LINTEL SEE

DETAIL 7/S001

STIFF PL

1/4 EA SIDE

SEE

NOTE 3

3/16

3/16

NOTES:

1. SHORE EXISTING MASONRY WALL AS REQUIRED AND REMOVE

EXISTING LINTEL.

2. REMOVE 12" CMU AS REQUIRED TO INSTALL W-LINTEL W/ BOTTOM

PLATE.

3. CONTRACTOR TO VERIFY CMU COURSING TO ENSURE LINTEL IS

BEARING AT THE FIRST FULL CMU CELL. SAW TOOTH IN SOLID BLOCK

AT EXISTING PARTIAL BLOCK.

STEEL LINTEL

BEARING @ EXISTING CMU

1"=1'-0"

BEARING PL 1/2x7x0'-11"

W/2-1/2" DIAx4 LONG

HEADED STUDS

8" MIN

BEARING

C5. PROVIDE 3/4" CHAMFERS AT ALL EXPOSED EDGES. NOT ALL CHAMFERS MAY BE SHOWN ON

DRAWINGS.

C6. FIELD ADJUST REINFORCING AT OPENINGS AND EMBEDDED ITEMS AS INDICATED.

C7. ANCHOR BOLTS NOT SPECIFIED BY ENGINEER SHALL BE DESIGNED AND CERTIFIED BY A

REGISTERED PROFESSIONAL ENGINEER, RETAINED BY THE CONTRACTOR, IN ACCORDANCE WITH

APPLICABLE PROJECT AND CODE REQUIREMENTS. SUBMIT AS A SHOP DRAWING FOR REVIEW AND

APPROVAL BY THE ENGINEER. COORDINATE LOCATION, SIZE AND EMBEDMENT PRIOR TO CASTING

CONCRETE.

C8. ABSOLUTELY NO WELDING OF REINFORCING BARS OR TORCHING TO BEND REINFORCING BARS

SHALL BE ALLOWED WITHOUT SPECIFIC APPROVAL FROM THE STRUCTURAL ENGINEER.

C9. CONTRACTOR SHALL SUBMIT A CONCRETE PLACEMENT PLAN PER SPECIFICATION 03 30 00

IDENTIFYING JOINT TYPES, JOINT LOCATIONS AND CONCRETE PLACEMENT SEQUENCE.

C10. ALL CAST IN PLACE AND POST-INSTALLED ANCHORS INDICATED IN THE STRUCTURAL DOCUMENTS

SHALL COMPLY WITH CHAPTER 17 OF ACI 318 AND CHAPTER 19 OF THE IBC. ALL EXPANSION AND

ADHESIVE ANCHORS SHALL HAVE THE ICC REPORT SHOWING EQUIVALENT LOAD CAPACITY.

SUBMIT AND INSTALL PER THE ICC EVALUATION REPORT.

MASONRY

M1. DESIGN STRENGTHS:

F'm= 1500 PSI

Fy = 60,000 PSI

M2. GROUT FOR FILLING MASONRY CAVITIES TO BE COARSE GROUT UNO, MAXIMUM COARSE

AGGREGATE SIZE IS 3/8 INCH.

M3. GROUT POURS SHALL NOT EXCEED 4 FEET IN HEIGHT UNLESS CLEANOUTS ARE PROVIDED IN THE

BOTTOM COURSE OF THE CELL(S) TO BE GROUTED AND WRITTEN PERMISSION IS OBTAINED FOR

HIGH LIFT GROUTING.

M4. RESTRICTED BAR ANCHORAGE:

IN CASES WHERE REINFORCING BARS CANNOT BE EXTENDED AS FAR AS REQUIRED, THE BARS

SHALL EXTEND AS FAR AS POSSIBLE AND END IN STANDARD HOOK. SHOW ON SHOP DRAWINGS

AND HIGHLIGHT WITH A BOX TO BRING TO ENGINEER'S ATTENTION.

M5. ANCHOR BOLTS:

ALL EXPANSION AND ADHESIVE ANCHORS SHALL HAVE THE ICC REPORT SHOWING EQUIVALENT

LOAD CAPACITY. SUBMIT AND INSTALL PER THE ICC EVALUATION REPORT.

M6. LINTEL BLOCKS SHALL NOT BE USED AS BOND BEAM BLOCKS EXCEPT AT OPENINGS WHERE BOND

BEAMS AND LINTELS COINCIDE.

STEEL

S1. DESIGN STRENGTHS:

WIDE FLANGE, TEES, AND HSS SECTIONS: Fy=50 KSI

PIPES: Fy=35KSI

STAINLESS STEEL Fy=33 KSI

ALL OTHER PLATES AND SHAPES: Fy=36 KSI

S2. DIMENSIONS:

TO CENTERLINES OF COLUMNS AND BEAMS, TOP SURFACES OF BEAMS AND TUBES AND BACKS OF

CHANNELS AND ANGLES UNO.

S3. ELEVATIONS:

TOP OF STEEL REFERS TO TOP SURFACE OF MEMBER OR FLANGE UNO.

S4. WHEN FILLET WELD SIZE IS NOT INDICATED, PROVIDE MAXIMUM WELD SIZE BASED ON MATERIAL

THICKNESS IN ACCORDANCE WITH AISC SPECIFICATIONS.

S5. ALL BOLTED STRUCTURAL CONNECTIONS ARE BEARING TYPE CONNECTIONS UNLESS OTHERWISE

SPECIFIED TO BE SLIP-CRITICAL. PROVIDE LOAD INDICATING WASHERS AT SLIP-CRITICAL

CONNECTIONS.

ALUMINUM

A1. STRUCTURAL ALUMINUM YIELD STRENGTHS

STRUCTURAL ALUMINUM: Fy=35 KSI

STRUCTURAL ALUMINUM IS ALLOY 6061-T6 UNO

A2. DIMENSIONS:

TO CENTERLINES OF COLUMNS AND BEAMS, TOP SURFACES OF BEAMS AND TUBES AND BACKS OF

CHANNELS AND ANGLES UNO.

A3. ELEVATIONS:

TOP OF ALUMINUM REFERS TO TOP SURFACE OR FLANGE OF MEMBER UNO.

A4. WHEN FILLET WELD SIZE IS NOT INDICATED, PROVIDE MAXIMUM WELD SIZE FOR THE MATERIAL

THICKNESS IN ACCORDANCE WITH THE LATEST EDITION OF THE "ALUMINUM DESIGN MANUAL" BY

THE ALUMINUM ASSOCIATION.

A5. ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS OR CONCRETE:

CONTACT SURFACES SHALL BE PROVIDED WITH GALVANIC SEPERATION PER SPECIFICATIONS.

GENERAL STRUCTURAL NOTES (GSN)

GENERAL

G1. SCOPE

THE NOTES ON THIS SHEET AND THE STANDARD STRUCTURAL DETAILS ARE GENERAL AND APPLY

TO THE ENTIRE PROJECT WHETHER SPECIFICALLY CALLED OUT OR NOT, EXCEPT WHERE THERE

ARE SPECIFIC INDICATIONS TO THE CONTRARY ON STRUCTURAL SHEETS. IF THERE ARE

QUESTIONS, THEY SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER AND ANSWERED IN

WRITING PRIOR TO CONSTRUCTION.

G2. APPLICABLE SPECIFICATIONS AND CODES

A. INTERNATIONAL BUILDING CODE, IBC 2018 WITH APPLICABLE EDITIONS OF THE CODE

REFERENCED STANDARDS.

B. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI 318-14.

C. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES ASCE 7-16.

D. AMERICAN INSTITUE OF STEEL CONSTRUCTIONS AISC.

E. AMERICAN WELDING SOCIETY (AWS) D1.1, D1.3, D1.4.

F. ASTM MATERIAL STANDARDS AS NOTED.

G. BUILDING CODE REQUIREMENTS AND SPECIFICATIONS FOR MASONRY.

H. UFC 1-200-01 DOD BUILDING CODE.

I. UFC 3-301-01 STRUCTURAL ENGINEERING (OCTOBER 2019)

G3. DESIGN CRITERIA

1. APPLIES TO ALL STRUCTURES (UNO)

A. DEAD LOAD:

1. ACTUAL TRIBUTARY STRUCTURE WEIGHT

B. LIVE LOAD:

1. WALKWAYS, STAIRS, GRATING: 100 PSF

2. SLAB ON GRADE: 250 PSF

C. ROOF LIVE LOADS: 20 PSF

D. WIND LOADS:

1. BASIC WIND SPEED: 106 MPH ASCE 7-16

E. SEISMIC:UFC-301-01

1. IMPORTANCE FACTOR, IE: 1.00

2. MAPPED SPECTRAL RESPONSE ACCELERATIONS:

S

S

: 0.086

S

: 0.033

3. SITE CLASSIFICATION: D

4. SPECTRAL RESPONSE COEFFICIENTS:

S

DS

: 0.091

S

D1

: 0.053

5. SEISMIC DESIGN CATEGORY: A

a. BASIC SEISMIC FORCE RESISTING SYSTEM: DUAL SYSTEM

ORDINARY REINFORCED MASONDRY SHEAR WALLS AND ORDINARY

STEEL MOMENT FRAMES.

G4. GEOTECHNICAL ASSUMPTIONS WERE BASED ON EXISTING SOILS INFORMATION PROVIDED FROM

AS-BUILT DRAWING S-001.

G5. SAFETY

SAFETY AND STRUCTURE STABILITY DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF

THE CONTRACTOR. STRUCTURES HAVE BEEN DESIGNED TO RESIST THE DESIGN LIVE LOADS ONLY

AS A COMPLETED STRUCTURE.

G6. OPENINGS

OPENINGS FOR PIPES, DUCTS, CONDUITS, ETC. ARE NOT ALL SHOWN ON THE STRUCTURAL

DRAWINGS. COORDINATE AND PROVIDE OPENINGS AS REQUIRED TO ACCOMMODATE ALL WORK

SHOWN OR SPECIFIED IN THE CONTRACT DOCUMENTS AND OTHERWISE REQUIRED FOR THE

FURNISHING OF A FUNCTIONALLY COMPLETE PROJECT. REINFORCE AROUND OPENINGS PER

STANDARD STRUCTURAL DETAILS UNLESS OTHERWISE SHOWN.

G7. SPECIAL INSPECTIONS

SPECIAL INSPECTIONS ARE REQUIRED IN ACCORDANCE WITH CHAPTER 1 AND CHAPTER 17 OF THE

IBC. PAYMENT FOR THESE INSPECTIONS IS NOT THE RESPONSIBILITY OF THE CONTRACTOR. THE

CONTRACTOR SHALL PROVIDE FOR FULL ACCESS TO THE WORK BY THE SPECIAL INSPECTOR AND

SHALL PROVIDE FOR THESE INSPECTIONS IN HIS CONSTRUCTION SCHEDULE IN ACCORDANCE

WITH THE SPECIFICATIONS.

G8. STANDARD DETAILS

THE STANDARD DETAILS DEPICT TYPICAL DETAILING TO BE USED ON THIS PROJECT. IF

CONDITIONS ARE NOT EXPLICITLY SHOWN ON THE DRAWINGS THEY SHALL BE MADE SIMILAR TO

THE STANDARD DETAILS. OBTAIN APPROVAL OF ENGINEER IN WRITING FOR SIMILAR CONDITIONS

PRIOR TO CONSTRUCTION.

G9. THE CONTACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS OF EXISTING

CONSTRUCTION AS REQUIRED TO COORDINATE NEW CONSTRUCTION. SUBMIT REQUIRED

CHANGES FOR APPROVAL.

G10. CONTRACTOR TO SUBMIT FOR REVIEW ALL EQUIPMENT SIZES, OPERATING WEIGHTS, VIBRATION

FORCES, SUPPORT LOCATIONS, ALONG WITH ANY FLOOR OPENINGS, NOTCHES, AND RECESSES

REQUIRED BY SUCH EQUIPMENT. CONCRETE SUPPORT PADS AND/OR FRAMING REQUIRED TO

SUPPORT SAID EQUIPMENT SHALL NOT BE FABRICATED AND PLACED UNTIL THE CONCRETE

SUPPORT PADS AND/OR FRAMING IS APPROVED TO SUPPORT THE EQUIPMENT.

CONCRETE

C1. DESIGN STRENGTHS:

F'c = 4000 PSI

Fy = 60,000 PSI

C2. CONCRETE COVER

UNLESS OTHERWISE NOTED, PROVIDE CONCRETE COVER FOR REINFORCING AS FOLLOWS:

CONCRETE DEPOSITED AGAINST EARTH: 3"

ALL OTHER: 2"

SEE DRAWINGS FOR EXCEPTIONS

C3. SEE SPECIFICATIONS FOR REINFORCING PLACEMENT REQUIREMENTS.

C4. REFER TO OTHER DISCIPLINE DRAWINGS PRIOR TO CONSTRUCTION FOR EMBEDDED ITEMS AND

PENETRATIONS NOT SHOWN ON STRUCTURAL DRAWINGS. AS REQUIRED TO ACCOMMODATE ALL

WORK SHOWN OR SPECIFIED IN THE CONTRACT DOCUMENTS AND OTHERWISE REQUIRED FOR THE

FURNISHING OF A FUNCTIONALLY COMPLETE PROJECT. REINFORCE AROUND OPENINGS PER

STANDARD STRUCTURAL DETAILS UNLESS OTHERWISE SHOWN.

CONCRETE (CONTINUED)

NOTE:

1. BAR SIZES NOTED ON DRAWINGS ARE GIVEN IN

"INCH-POUND" BAR SIZES. EQUIVALENT "METRIC

BARS" HAVING THE SAME PHYSICAL SIZE AND

MINIMUM YIELD STRENGTH MAY BE SUBSTITUTED

PER THE TABLE ABOVE.

EQUIVALENT BAR SIZES

1"=1'-0"

METRICINCH-POUND

EQUIVALENT BAR SIZES

#3

#5

#4

#7

#9

#8

#10

#11

#6

#10

#13

#16

#19

#22

#25

#29

#32

#36

#14

#15

GRADE 60

#43

#57

GRADE 420

INSTALLATION OF PIPES/CONDUITS

1"=1'-0"

1'-0"FOOTING WIDTH1'-0"

AREA OK FOR SLEEVES

FOR PIPES ON THIS AREA

LOWER ENTIRE FOOTING TO

ALLOW PIPE TO EXTEND

THROUGH FOOTING

FOR PIPES ON THIS AREA

LOWER BOTTOM OF

FOOTING TO ALLOW PIPE

TO EXTEND THROUGH

FOOTING

F O

O T

I N

G

D

E P

T H

M A

X

PIPE OF CONDUIT

PERPENDICULAR

TO FOOTING

PROVIDE SLEEVE 2"

(NOMINAL) LARGER

THAN PIPE O.D.

PROVIDE SLEEVE 2" (NOMINAL)

LARGER THAN PIPE O.D.

FOUNDATION WALL

WALL

WIDTH

PIPE OF CONDUIT

PERPENDICULAR TO FOOTING

PROVIDE SLEEVE 2" (NOMINAL)

LARGER THAN PIPE O.D.

NOTES:

1. FOR PIPES 3'-0" OR LESS BELOW FOOTING, PROVIDE SLEEVES AS

SHOWN.

2. FOR PIPES AND CONDUITS MORE THAN 3'-0" BELOW FOOTING, PIPE

SLEEVE MAY BE ELIMINATED.

3. COORDINATE WITH MECH, ELECT AND OTHER AFFECTED TRADES.

180 DEG STD HOOK90 DEG STD HOOK

HL=

HOOK LENGTH

CONCRETE JOINT

M I N

C O

V E

R

HW=

HOOK WIDTH

T L

T A

I L

L

E N

G T

H

TL

3"

5"

4 1/2"

HW

4"

5"

3"

7"

8"

1'-1"

11 3/4"

8"

7"

1'-2 3/4"

1'-1 1/4" 11 1/2"

10 1/2"

6"6"

HL

8"

6"

10"

BAR SIZE

#3

#5

#4

1'-2"

1'-7"

1'-4"

1'-10"

2'-0"

#7

#9

#8

#10

#11

#6 1'-0"

GRADE 60

D

2 1/4"

3 3/4"

3"

5 1/4"

6"

12"

10 3/4"

9 1/2"

4 1/2"

D

T

Y

P

REINFORCING HOOK SCHEDULE

1"=1'-0"

GRID GRID

5'-0"

8"

#4@12

3-#4 CONT

SLOPE 1/4" / F

T

4" CONC SLAB

W/#4@12 EW

3/8" COMP FILLER JT EXISTING EDGE

EXISTING SLAB ON GRADE

SECTION

1"=1'-0"

2'-0"

2'-0"

#4@12

ADHESIVE

DOWEL

1'-0"

1'-0"

3/8" COMP FILLER JT

EXISTING CMU

COMPACTED

STRUCTURAL FILL

EXISTING FOUNDATION,

FIELD VERIFY

2" CLR.

4" MIN.

EXIST 12" CMU

NON-SHRINK GROUT

BETWEEN W8 AND

EXIST CMU

2-123/16

TOP & BOT PL 1/4 x 12" x CONT

STOP 1/2" SHORT AT EACH

END OF OPENING

NOTES:

1. SHORE EXISTING MASONRY WALL AS REQUIRED AND

REMOVE EXISTING LINTEL.

2. REMOVE 12" CMU AS REQUIRED TO INSTALL NEW

W-LINTEL W/ BOTTOM PLATE.

3. FOR ADDITIONAL INFORMATION, SEE DETAIL 8/S001.

4. SEE ARCHITECTURAL DRAWINGS FOR MASONRY

LINTEL LOCATIONS.

STEEL LINTEL

@ EXISTING CMU

1"=1'-0"

W8X24 STEEL

LINTEL

T

S E

E

P L

A N

TYPICAL ISOLATION JOINT (IJ)

1"=1'-0"

NOTE:

1. AT SLAB-ON-GRADE.

FACE OF WALL OR COLUMN

1/2" EXP JOINT MATERIAL

1/2" WIDE X 1/2" DEEP GROOVE

W/SEALANT @ EXPOSED FLOOR

SLAB ON GRADE

EQUIPMENT PAD EXTENSION

1"=1'-0"

EXISTING PAD

SEE MECH

#4@16 T&B ADHESIVE

ANCHOR EMBED 12"

#4@12 T&B

EXISTING MECH

YARD SLAB

PAD EXTENSION

IJ

OP

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Property of the United States Government; Copying, Dissemination, or Distribution of these drawings or specifications to any unathorized person is prohibited.

M001

ME

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GPM GALLONS PER MINUTE

I/O INPUT/OUTPUT

I/P CURRENT TO PNEUMATIC

IAQ INDOOR AIR QUALITY

IPLV INTEGRATED PART LOAD VALUE

LAT LEAVING AIR TEMPERATURE

LVR LOUVER

LWT LEAVING WATER TEMPERATURE

MAU MAKE-UP AIR UNIT

MBH THOUSAND BTUH

MCC MOTOR CONTROL CENTER

NC NOISE CRITERIA

NO NUMBER

NRC NOISE REDUCTION COEFFICIENT

OS&Y OUTSIDE SCREW AND YOKE

PD PRESSURE DROP

PPH POUNDS PER HOUR

RH RELATIVE HUMIDITY

RTU ROOFTOP UNIT

S SIGNAL PORT

SCFM STANDARD CUBIC FEET PER MINUTE

SEER SEASONAL ENERGY EFFICIENCY RATIO

SP STATIC PRESSURE

TC TECHNOLOGY CONTRACTOR

TCC TEMPERATURE CONTROL CONTRACTOR

TCP TEMPERATURE CONTROL PANEL

TD TEMPERATURE DIFFERENTIAL

TES THERMAL ENERGY STORAGE

TSP TOTAL STATIC PRESSURE

UH UNIT HEATER

V&C VALVE AND CAP

VAV VARIABLE AIR VOLUME

VFD VARIABLE FREQUENCY DRIVE

VRF VARIABLE REFRIGERANT FLOW

VTR VENT THROUGH ROOF

WB WET BULB

WC WATER COLUMN

WPD WATER PRESSURE DROP

AD ACCESS DOOR

AFR ABOVE FINISHED ROOF

AHU AIR HANDLING UNIT

APD AIR PRESSURE DROP

ARF ABOVE RAISED FLOOR

AV ABOVE RAISED FLOOR

BAS BUILDING AUTOMATION SYSTEM

BDD BACK DRAFT DAMPER

BHP BRAKE HORSE POWER

BOE BOTTOM OF EQUIPMENT

BTUH BRITISH THERMAL UNITS PER HOUR

CAV CONSTANT AIR VOLUME

CFH CUBIC FEET PER HOUR

CFM CUBIC FEET PER MINUTE

COP COEFFICIENT OF PERFORMANCE

COR CONTRACTING OFFICER'S

REPRESENTATIVE

CRAC COMPUTER ROOM AIR CONDITIONER

CU CONDENSING UNIT

DB DRY BULB

DDC DIRECT DIGITAL CONTROL

DH DEHUMIDIFIER

DX DIRECT EXPANSION

EAT ENTERING AIR TEMPERATURE

EDH ELECTRIC DUCT HEATER

EER ENERGY EFFICIENCY RATIO

EF EXHAUST FAN

EMCS ENERGY MANAGEMENT CONTROL

SYSTEM

ERU ENERGY RECOVERY UNIT

ESP EXTERNAL STATIC PRESSURE

ESS EMERGENCY SHUTOFF SWITCH

EWT ENTERING WATER TEMPERATURE

F FUTURE

FA FREE AREA

FCP FAN CONTROL PANEL

FCU FAN COIL UNIT

FDBK FEEDBACK

FLA FULL LOAD AMPS

FLT FILTER

FPB FAN POWERED BOX

FPM FEET PER MINUTE

GC GENERAL CONTRACTOR

GE GRAVITY EXHAUST

GI GRAVITY INTAKE

GPH GALLONS PER HOUR

GENERAL HVAC NOTESGENERAL MECHANICAL DEMOLITION NOTES GENERAL MECHANICAL NOTES

HVAC SYMBOLOGY

24x18

18x24

SUPPLY AIR OR OUTSIDE AIR

DUCT UP (SECTION CUT,

FIRST DIMENSION DUCT WIDTH)

RETURN AIR DUCT UP

(SECTION CUT)

SUPPLY AIR OR OUTSIDE AIR

DUCT DOWN (NO SECTION CUT)

RETURN AIR DUCT DOWN (NO

SECTION CUT)

TRANSITION -

RECTANGULAR TO ROUND DUCT

STANDARD BRANCH

RECTANGULAR DUCT OR OPENING SIZE

FIRST NUMBER INDICATES SIZE OF

SIDE SHOWN

RECTANGULAR DUCT INCLINE - RISE OR

DROP IN RESPECT TO THE AIR FLOW

ROUND DUCT SIZE

ROUND DUCT INCLINE - RISE OR DROP

IN RESPECT TO THE AIR FLOW

VOLUME DAMPER

ELBOW - (RECTANGULAR),

SMOOTH RADIUS

ELBOW - W/TURNING VANE

(RECTANGULAR)

EXHAUST AIR DUCT UP (NO

SECTION CUT)

EXHAUST AIR DUCT DOWN

(NO SECTION CUT)

ROUND ELBOW UP

ROUND ELBOW DOWN

FIRE DAMPER

SMOKE DAMPER

SMOKE AND FIRE DAMPER

MOTOR OPERATED DAMPER

M

DUCT/PIPE ELEVATION TAG ABOVE

FINISH FLOOR

18x10

HIDDEN DUCT

18x24

T 9'-10"

B 9'-0"

FLEXIBLE CONNECTION

FLEXIBLE DUCT - TWO LINE

UC

TAG-SIZE

CFM

UNDERCUT DOOR

SUPPLY AIR REGISTER

EXHAUST AIR OR

RETURN AIR GRILLE

EXHAUST AIR OR

RETURN AIR GRILLE

SUPPLY AIR ASSEMBLY

SQUARE DIFFUSER

SUPPLY AIR ASSEMBLY

ROUND DIFFUSER

ACOUSTICAL LINING - DUCT

DIMENSIONS FOR NET FREE AREA

FLEXIBLE DUCT - ONE LINE

UNION

CONCENTRIC REDUCER

ECCENTRIC REDUCER,

FLAT ON BOTTOM

ELBOW, 90° TURN DOWN

ELBOW, 90° TURN UP

TEE, OUTLET UP

TEE, OUTLET DOWN

TEE, OUTLET UP

W/ 90° TURN

TEE, OUTLET DOWN

W/ 90° TURN

PIPE BREAK

PIPE CAP

BLIND FLANGE

FLOW ARROW

GLOBE VALVE

DRAIN VALVE

CHECK VALVE

CALIBRATED MANUAL

BALANCING VALVE

AUTOMATIC CONTROL

VALVE, 2-WAY

AUTOMATIC CONTROL

VALVE, 3-WAY

AUTOMATIC FLOW

CONTROL VALVE

BACKFLOW PREVENTER

PT

T

A

PIPING SYMBOLOGY

PIPE ANCHOR

PIPE GUIDE

EXPANSION JOINT

PRESSURE/

TEMPERATURE PORT

THERMOMETER

PRESSURE GAUGE

TEMPERATURE

GAUGE

FLEXIBLE PIPING

CONNECTION

WYE STRAINER

MANUAL AIR VENT

THERMOWELL

AUTOMATIC AIR VENT

SHUTOFF VALVE

(NORMALLY OPEN)

METER (WATER,

GAS, OTHER)

FLOOR CLEANOUT

DOUBLE GRADE

CLEANOUT

M

FCO

GCO

PIPING SYSTEMS

COLD WATER,

POTABLE (CW)

HOT WATER,

POTABLE (HW)

HOT WATER

RECIRCULATING,

POTABLE (HWC)

NON POTABLE COLD

WATER

SANITARY SEWER

BELOW GRADE

SANITARY SEWER

ABOVE GRADE

SANITARY VENT

STORM DRAIN

ABOVE GRADE

STORM DRAIN

BELOW GRADE

STORM DRAIN

OVERFLOW

PRESSURE DRAINAGE

COMPRESSED AIR

NATURAL GAS

CHILLED WATER

SUPPLY

CHILLED WATER

RETURN

HEATING HOT

WATER SUPPLY

HEATING HOT

WATER RETURN

CONDENSER

WATER SUPPLY

CONDENSER

WATER RETURN

CONDENSATE DRAIN

STEAM SUPPLY - PSI

CONDENSATE PUMP

DISCHARGE

BOILER BLOW DOWN

BOILER FEED

STEAM VENT

HOT WATER -

TEMPERATURE, POTABLE

ACID WASTE

ACID VENT

COMBINATION WASTE

AND VENT

LIQUEFIED PROPANE

GLYCOL HEATING HOT

WATER RETURN

GLYCOL HEATING HOT

WATER SUPPLY

REFRIGERANT

LIQUID

REFRIGERANT

SUCTION

MAKE-UP WATER

VACUUM BREAKER

VB

WATER HAMMER

ARRESTOR

EARTHQUAKE VALVEE

TAG-SIZE

CFM

TAG

CFM

TAG

CFM

TAG

CFM

HWS

HWR

GHWS

GHWR

CHWS

CHWR

CWS

CWR

RL

RS

CD

STM -15

CPD

BBD

BF

SV

MU

CA

LP

NG

OD

SD

SD

PD

CWV

AV

AW

V

SAN

SAN

CLEANOUT

WALL CLEANOUT

BFP

GATE VALVE

TEPID WATER,

POTABLE

TEPID WATER RETURN,

POTABLE

TWR

TW

CO

WCO

ECCENTRIC REDUCER,

FLAT ON TOP

NEW TO EXISTING CONNECTION

REMOVE EXISTING UP TO

THIS POINT

HVAC EMERGENCY

SHUTDOWN SWITCH

NPW

PLUMBING FIXTURE

XX-1

S

S

GLYCOL CHILLED

WATER RETURN

GLYCOL CHILLED

WATER SUPPLY

GCWS

GCWR

TEMPERATURE CONTROL DIAGRAM SYMBOLOGY ABBREVIATIONS

T

M

X

X

XX

XX

COIL IDENTIFIERS

CC CHILLED WATER COOLING COIL

DG DIRECT FIRED GAS BURNER

DX DIRECT EXPANSION COOLING COIL

EH ELECTRIC HEATING COIL

ER DIRECT EVAPORATIVE COIL

FC FACE AND BYPASS COOLING COIL

FH FACE AND BYPASS HEATING COIL

HC HEATING HOT WATER HEATING COIL

IG INDIRECT FIRED GAS BURNER

ST STEAM HEATING COIL

FILTER

BACKDRAFT

DAMPER

FAN

MOTOR OPERATED

DAMPER

DUCT MOUNTED

SMOKE

DETECTOR

TEMPERATURE

AVERAGING

SENSOR

INTAKE/

EXHAUST

LOUVER

PUMP

M

MOTOR OPERATED

SINGLE BLADE

DAMPER

HUMIDIFIER

AFS

AIRFLOW

MEASURING

STATION

PUMP WITH EC MOTOR

EC

M

CONTROL DEVICE IDENTIFIER

AFS AIRFLOW MEASURING STATION

AM AIRFLOW MEASURING SENSOR

CO CARBON MONOXIDE SENSOR

CO2 CARBON DIOXIDE SENSOR

F FLOW SWITCH

FRZ FREEZE STAT

H HUMIDITY SENSOR

HS HIGH STATIC SWITCH

LS LOW STATIC SWITCH

NO2 NITROGEN DIOXIDE SENSOR

P PRESSURE SENSOR

S SPACE TEMPERATURE SENSOR

SD SMOKE DETECTOR

T TEMPERATURE SENSOR

TS TEMPERATURE SWITCH

ΔP DIFFERENTIAL PRESSURE SENSOR

CONTROL ABBREVIATIONS

BTU BTU METER

COMM COMMUNICATION

CT CURRENT TRANSMITTER

EC ELECTRONICALLY COMMUTATED

EF EXHAUST FAN

FM FLOW METER

M MOTOR ACTUATOR

MA MIXED AIR

NC NORMALLY CLOSED

NO NORMALLY OPEN

OA OUTDOOR AIR

RA RETURN AIR

RL RELIEF FAN

RF RETURN FAN

SA SUPPLY AIR

SF SUPPLY FAN

TCC TEMPERATURE CONTROL CONTRACTOR

VFC VARIABLE FREQUENCY CONTROLLER

XX

FAN WITH EC MOTOREC

FRZ

FREEZE STAT

MISCELLANEOUS DEVICE IDENTIFIER

CO SPACE CARBON MONOXIDE SENSOR

CO2 SPACE CARBON DIOXIDE SENSOR

H SPACE HUMIDITY SENSOR

NO2 SPACE NITROGEN DIOXIDE SENSOR

S SPACE TEMPERATURE SENSOR

T THERMOSTAT

X

X

SEE CONTROL

ABBREVIATIONS (TYP)

CONTROL INPUT/OUTPUT IDENTIFIER

AI ANALOG INPUT

AO ANALOG OUTPUT

DI DIGITAL INPUT

DO DIGITAL OUTPUT

XX

S

GENERAL NOTES

SHUTOFF VALVE

(NORMALLY CLOSED)

R OR D

R OR D

1. THE CONTRACTOR SHALL COMPLETELY REMOVE ALL PIPING, DUCTWORK,

COILS, EQUIPMENT, TERMINAL UNITS, ASSOCIATED CONTROLS, WIRING, AND

OTHER ITEMS SHOWN BOLD AND/OR BOLD DASHED LINES UNLESS

SPECIFICALLY NOTED OTHERWISE. THE ITEMS INDICATED ON THE DRAWINGS

TO BE REMOVED ARE ONLY TO INDICATE IN GENERAL THE AMOUNT OF

DEMOLITION WORK INVOLVED. A SITE INVESTIGATION BY THE CONTRACTOR

MUST BE PERFORMED TO AID IN DETERMINING THE COMPLETE EXTENT OF

WORK INVOLVED.

2. PIPING AND DUCTWORK EMBEDDED IN FLOORS, WALLS, AND CEILINGS MAY

REMAIN IF SUCH MATERIALS DO NOT INTERFERE WITH NEW INSTALLATIONS.

REMOVE MATERIALS ABOVE ACCESSIBLE CEILINGS. REMAINING PIPING SHALL

BE DRAINED AND CAPPED WITHOUT CREATING DEAD LEGS IN THE SYSTEM.

REMAINING DUCTWORK SHALL BE CAPPED.

3. LOCATE, IDENTIFY, AND PROTECT MECHANICAL SERVICES PASSING THROUGH

DEMOLITION AREA AND SERVING OTHER AREAS OUTSIDE THE DEMOLITION

LIMITS. MAINTAIN SERVICES TO AREAS OUTSIDE DEMOLITION LIMITS. WHEN

SERVICES MUST BE INTERRUPTED, NOTIFY OWNER AND INSTALL TEMPORARY

SERVICES FOR AFFECTED AREAS.

4. EXISTING EQUIPMENT BEING REMOVED AND CONSIDERED SALVAGEABLE BY

THE OWNER SHALL BE TURNED OVER TO THE OWNER. OTHERWISE DISPOSE OF

DEMOLISHED EQUIPMENT AND MATERIALS IN ACCORDANCE WITH

SPECIFICATION SECTION 01 74 19.

5. CONTRACTORS SHALL COORDINATE AND SCHEDULE ALL NECESSARY UTILITY

SHUT-OFFS WITH OWNER PRIOR TO PROCEEDING WITH SUCH WORK.

6. COORDINATE SAW-CUTTING OF THE FLOOR OR WALL WITH OTHER TRADES.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING, PAINTING,

REPAIRING OR REPLACEMENT OF ALL WALLS, FLOORS, CEILINGS, OR OTHER

BUILDING ELEMENTS THAT ARE DISTURBED AS PART OF THE DEMOLITION OR

INSTALLATION OF MECHANICAL WORK. SUCH WORK SHALL MATCH THE

EXISTING CONSTRUCTION, FINISH, AND RATING. FIRE SEAL WALL OPENINGS AS

REQUIRED.

8. REPLACE/REPAIR DAMAGED PIPING AND/OR DUCTWORK INSULATION TO MATCH

EXISTING.

9. CONTRACTOR SHALL PROVIDE WORK IN PHASES AS REQUIRED BY THE

CONTRACT DOCUMENTS WHILE MINIMIZING POTENTIAL WORK DELAYS AND

UTILITY SHUT-DOWNS. COORDINATE ALL WORK WITH PROJECT PHASING PLAN

AND WORK SHOWN ON DEMOLITION AND NEW PLANS. ALL EXISTING AREAS OF

THE BUILDING NOT A PART OF A CURRENT PHASE OF WORK SHALL REMAIN

OPERATIONAL WHILE WORK IN EACH INDIVIDUAL PHASE IS COMPLETED.

10. SEE SPECIFICATION SECTION 01 35 26 FOR HOT WORK REQUIREMENTS.

11. SEE SHEET G005 FOR PHASING PLAN OF WORK.

1. DUCTWORK DIMENSIONS: FIRST NUMBER INDICATES SIDE OF DUCTWORK

SHOWN. ALL DIMENSIONS ARE IN INCHES AND ARE INSIDE CLEAR

DIMENSIONS.

2. VOLUME DAMPERS ABOVE PLASTER OR GYPBOARD CEILINGS SHALL HAVE

EXTENSION RODS AND CHROME-PLATED ESCUTCHEON PLATES.

3. COORDINATE ALL GRILLE, REGISTER AND DIFFUSER LOCATIONS WITH

REFLECTED CEILING PLAN, LIGHTING, AND ALL OTHER CEILING MOUNTED

DEVICES.

4. PROVIDE FLEXIBLE CONNECTIONS IN ALL DUCTWORK AND PIPING

SYSTEMS CONNECTED TO FANS, PUMPS AND OTHER EQUIPMENT WHICH

REQUIRE VIBRATION ISOLATION.

5. PROVIDE ACCESSIBLE VOLUME DAMPERS OR OTHER MEANS OF AIRFLOW

ADJUSTMENT AT ALL DUCT RUN-OUTS TO DIFFUSERS AND GRILLES.

6. PROVIDE DUCT ACCESS DOORS AT OUTSIDE AIR INTAKE PLENUMS.

7. ALL DUCT RUN-OUTS TO DIFFUSERS AND GRILLES SHALL BE THE SAME AS

THE DIFFUSER OR GRILLE NECK SIZE UNLESS NOTED OTHERWISE.

8. ALL PIPING RUNOUTS SHALL BE 3/4" UNLESS NOTED OTHERWISE.

1. THESE NOTES ARE NOT ALL INCLUSIVE. REFER TO DRAWINGS AND SPECIFICATION FOR

ADDITIONAL REQUIREMENTS.

2. THIS IS A STANDARD MECHANICAL (HVAC AND PLUMBING) SYMBOLOGY AND

ABBREVIATIONS SHEET. LISTING OF SYMBOLS AND ABBREVIATIONS DOES NOT IMPLY ALL

SYMBOLS AND ABBREVIATIONS HAVE BEEN USED ON THIS PROJECT.

3. VALVE SYMBOLS SHOWN HERE ARE APPLICABLE ONLY TO MECHANICAL SHEETS.

4. PROVIDE ALL MATERIALS,…