B-Architecture-Part 1.pdf

S S S S S

S S S

S S S S S

GFI

GFI

S

J

E

H

V

T

P

J

W

A

V

FD

A LABEL CLASS A DOOR

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AAMA AMERICAN ARCHITECTURAL MANUFACTURERS

ASSOCIATION

AB ANCHOR BOLT

ABC AGGREGATE BASE COURSE

AC ASBESTOS CEMENT OR ASPHALTIC CONCRETE

ACI AMERICAN CONCRETE INSTITUTE

ACS DR ACCESS DOOR

ACS FLR ACCESS FLOOR

ACS PNL ACCESS PANEL

ACST ACOUSTIC

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES ACT

ADC AUTOMATIC DOOR CLOSER

ADDL ADDITIONAL

ADDN ADDITION

ADH ADHESIVE

ADJ ADJACENT, ADJOINING, OR ADJUSTABLE

ADMIN ADMINISTRATION

ADB AUTOMATIC DOOR BOTTOM

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGA AMERICAN GAS ASSOCIATION

AGC ASSOCIATED GENERAL CONTRACTORS

AGGR AGGREGATE

AHJ AUTHORITY HAVING JURISDICTION

AHR ANCHOR

AHU AIR HANDLING UNIT

AIA AMERICAN INSTITUTE OF ARCHITECTS

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ALT ALTERNATE

ALT NO ALTERNATE NUMBER

ALUM ALUMINUM

AMP AMPERE

AMT AMOUNT

ANOD ANODIZE

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

ANT ANTENNA

APA AMERICAN PLYWOOD ASSOCIATION

APPD APPROVED

APPROX APPROXIMATE

APT APARTMENT

AR AS REQUIRED

ARCH ARCHITECT

ASB ASBESTOS

ASI ARCHITECT'S SUPPLEMENTAL INSTRUCTION

ASKLR AUTOMATIC SPRINKLER

ASPH ASPHALT

ASSN ASSOCIATION

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

ATCH ATTACHMENT

ATM AUTOMATIC TELLER MACHINE

ATS AUTOMATIC TRANSFER SWITCH

AUTO AUTOMATIC

AUX AUXILIARY

AV AUDIO VISUAL

AVE AVENUE

AVG AVERAGE

AW ACID WASTE

AWI ARCHITECTURAL WOODWORKING INSTITUTE

AWPA AMERICAN WOOD PRESERVERS' ASSOCIATION

AWS AMERICAN WELDING SOCIETY

AWT ACOUSTICAL WALL TREATMENT

B LABEL CLASS B DOOR

B PL BASE PLATE

BALC BALCONY

BAT BATTEN

BB BULLETIN BOARD

BD BOARD

BD FT BOARD FEET (FOOT)

BEV BEVEL

BHMA BUILDER'S HARDWARE MANUFACTURER'S ASSOCIATION

BI FLD DR BIFOLDING DOORS

BITUM BITUMINOUS

BKG BACKING

BLD BUILD

BLDG BUILDING

BLKT BLANKET

BLVD BOULEVARD

BM BEAM OR BENCHMARK

BOT BOTTOM

BR BEDROOM

BRCG BRACING

BRDG BRIDGING

BRDG JST BRIDGING JOIST

BRG BEARING

BRG PL BEARING PLATE

BRKT BRACKET

BRZ BRONZE

BSMT BASEMENT

BTWN BETWEEN

BU BUSHEL

BUR BUILT-UP ROOFING

C CELSIUS CHANNEL

C CHANNEL CELSIUS

C CONC CAST CONCRETE

C LABEL CLASS C DOOR

C TO C CENTER TO CENTER

CAB CABINET

CAC CEILING ATTENUATION CLASS

CB CATCH BASIN OR CORNER BEAD

CBB CEMENTITIOUS (BACKER) BOARD

CC CUBIC CENTIMETER

CCTV CLOSED CIRCUIT TELEVISION

CCW COUNTERCLOCKWISE

CD CONSTRUCTION DOCUMENTS OR CONTRACT

DOCUMENTS

CEM CEMENT

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR FURNISHED/CONTRACTOR INSTALLED

CF/OI CONTRACTOR FURNISHED/OWNER INSTALLED

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL FRAMING

CFS CUBIC FEET PER SECOND

CG CENTER OF GRAVITY OR CORNER GUARD

CGSFU CERAMIC GLAZED STRUCTURAL FACING UNITS

CH BD CHALKBOARD

CHEM CHEMICAL

CHFR CHAMFER

CHK CHECK

CI CAST IRON

CIP CAST-IN-PLACE

CIR CIRCLE

CIRC CIRCULAR

CJ CONSTRUCTION JOINT OR CONTROL JOINT

CL CENTER LINE

CLDG CLADDING

CLG CEILING

CLG HT CEILING HEIGHT

CLR CLEAR

cm² SQUARE CENTIMETER cm³ CUBIC CENTIMETER

CM CONSTRUCTION MANAGEMENT

CMU CONCRETE MASONRY UNIT

CNR CORNER

CNTR COUNTER

CO CARBON MONOXIDE, CERTIFICATE OF OCCUPANCY,

CLEANOUT, OR COMPANY

CO₂ CARBON DIOXIDE

COL COLUMN

COM COMMON

COMB COMBINATION, COMBINED

COMM COMMUNICATION

COMP COMPONENT

CONC CONCRETE

CONC FLR CONCRETE FLOOR

COND CONDENSER OR CONDITION

CONF CONFERENCE

CONN CONNECT

CONSTR CONSTRUCTION

CONT CONTINUE

CONTR CONTRACTOR

COORD COORDINATE

CORR CORRIDOR

CPM

CPRS COMPRESSIBLE

CPT CARPET

CRS COLD ROLLED STEEL

CRSI CONCRETE REINFORCING STEEL INSTITUTE

CSB CONCRETE SPLASH BLOCK

CSG CASING

CSI CONSTRUCTION SPECIFICATIONS INSTITUTE

CSK COUNTER SUNK

CSMT CASEMENT

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTG COATING

CTR CENTER CONTOUR

CTRL CONTROL

CTV CABLE TELEVISION

CU COPPER C

CU FT CUBIC FEET

CU IN CUBIC INCH

CU YD CUBIC YARD

CURT CURTAIN

CYL CYLINDER

CYL L CYLINDER LOCK

D DEPTH OR PENNY (NAIL)

D LABEL CLASS D DOOR

DAT DATUM

DB DECIBEL

DBL DOUBLE

DBL GLZ DOUBLE GLAZE

DC DIRECT CURRENT

DEG DEGREE

DEL DELETE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL DIAGRAM

DIAG DIAGRAM DIAGONAL

DIFF DIFFERENCE OR DIFFUSER

DIM DIMENSION

DIR DIRECTION

DISP

DIST DISTANCE

DIV DIVIDE OR DIVISION

DL DEAD LOAD

DOC DOCUMENT

DOUG FIR DOUGLAS FIR

DOZ DOZEN

DR DOOR, DRAIN, DRESSING ROOM, OR DRIVE

DR CL DOOR CLOSER

DR FR DOOR FRAME

DR OPNG DOOR OPENING

DS DOWNSPOUT

DSGN DESIGN

DW DISHWASHER

DWG DRAWING

DWTR DUMBWAITER

E EAST

E LABEL CLASS E DOOR

EA EACH

EFF EFFICIENCY

EFS EXTERIOR FINISH SYSTEM

EIFS EXTERIOR INSULATION AND FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELAST ELASTOMERIC

ELEC ELECTRIC OR ELECTRICAL

ELEC DR OP ELECTRIC DOOR OPENER

ELEV ELEVATOR

EMER EMERGENCY

EMER SHR EMERGENCY SHOWER

ENCL ENCLOSURE

ENGR ENGINEER

ENVIR ENVIRONMENT

EPA ENVIRONMENTAL PROTECTION AGENCY

EPDM ETHYLENE PROPYLENE DIENE MONOMER

EPO EMERGENCY POWER OFF

EPS EXPANDED POLYSTYRENE BOARD (INSULATION)

EQ EQUAL

EQL SP EQUALLY SPACED

EQUIP EQUIPMENT

EQUIV EQUIVALENT

ERD EXISTING ROOF DRAIN

ESC ESCAPE OR ESCUTCHEON

ESCAL ESCALATOR

ESMT EASEMENT

ESP ESPECIALLY

EST ESTIMATE

ETC AND SO FORTH OR ET CETERA

EW EACH WAY

EWC

EWS EYE WASH STATION

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION OR EXPOSED

EXP BT EXPANSION BOLT

EXST GR EXISTING GRADE

EXT EXTERIOR, EXTERNAL, OR EXTINGUISHER

EXT GR EXTERIOR GRADE

F FAHRENHEIT OR FEMALE

FA FIRE ALARM

FAB FABRIC

FAC FACTOR

FACIL FACILITY

FAS FASCIA

FAS BD FASCIA BOARD

FCO FLOOR CLEANOUT

FCTY FACTORY

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FF&E FURNITURE, FIXTURE, AND EQUIPMENT

FH FLAT HEAD OR FLAT HEAD SCREWS

FHC FIRE HOSE CABINET

FHMS FLAT HEAD MACHINE SCREW

FHP FULL HEIGHT PARTITION

FHWS FLAT HEAD WOOD SCREW

FIG FIGURE

FIL FILLET

FIN FINISH

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIN WD FINISH WOOD

FIXT FIXTURE

FL FLOORLINE

FLASH FLASHING

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLR FLOOR

FLR FIN FLOOR FINISH

FLR SK FLOOR SINK

FLUOR FLUORESCENT

FLUOR FIX FLUORESCENT FIXTURE

FM FACTORY MUTUAL

FM-G FACTORY MUTUAL GLOBAL

FO FINISHED OPENING

FOC FACE OF CONCRETE OR FACE OF CURB

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF SLAB OR FACE OF STUD

FOUNT FOUNTAIN

FOW FACE OF WALL

FP FIRE PROTECTION OR FIREPROOF

FPM FEET PER MINUTE

FPS FEET PER SECOND

FR FIRE RATING, FIRE RESISTANT, OR FRAME

FR SNK FLUSHING RIM SINK

FREQ FREQUENCY

FRMG FRAMING

FRP FIBER REINFORCED POLYESTER OR FIBERGLASS

FRZ FREEZER

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET OR FOOT

FTG FOOTING

FURG FURRING

FURN FURNISH OR FURNITURE

FUT FUTURE

FWC FABRIC WALLCOVERING

GA GAGE OR GYPSUM ASSOCIATION

GAL GALLON

GALV GALVANIC OR GALVANIZED

GALV STL GALVANIZED STEEL

GB GRAB BAR

GC GENERAL CONTRACTOR

GD GUARD

GDR GUARD RAIL

GEN GENERAL OR GENERATOR

GFRC GLASS-FIBER-REINFORCED CONCRETE

GFRG GLASS-FIBER-REINFORCED GYPSUM

GFRP GLASS-FIBER-REINFORCED PLASTIC

GI GALVANIZED IRON

GL GLASS

GL BLK GLASS BLOCK

GLU LAM GLUED LAMINATED WOOD

GR FL GROUND FLOOR

GRAN GRANITE

GRTG GRATING

GSB GYPSUM SHEATHING BOARD

GSM GALVANIZED SHEET METAL

GSU GLAZED STRUCTURAL UNIT

GT GROUT

GUAR GUARANTEE

GUT GUTTER

GYP GYPSUM

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

H HIGH

H PLAM HIGH PRESSURE PLASTIC LAMINATE

HAZ MAT HAZARDOUS MATERIALS

HB HOSE BIBB

HC HOLLOW CORE

HCWD HOLLOW CORE WOOD DOOR

HDBD HARDBOARD

HDNR HARDENER

HDO HIGH DENSITY OVERLAY

HDR HEADER

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE AIR (FILTER)

HEX HEXAGON

HF HIGH FREQUENCY

HGR HANGER

HM HECTOMETER

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HMDF HOLLOW METAL DOOR AND FRAME

HMF HOLLOW METAL FRAME

HNDRL HANDRAIL

HO HOLD OPEN

HORIZ HORIZONTAL

HOSP HOSPITAL

HP HIGH PRESSURE OR HORSEPOWER

HQ HEADQUARTERS

HS HEAT-STRENGTHENED (GLASS) OR HIGH STRENGTH

HSE HOUSE

HSKPG HOUSEKEEPING

HST HOIST

HT HEIGHT

HVAC HEATING, VENTILATING, AND AIR CONDITIONING

HVY HEAVY

HW HOT WATER

HYD HYDRANT

HYDR HYDRAULIC

I INTERSTATE (HIGHWAY) OR MOMENT OF INERTIA

IAQ INDOOR AIR QUALITY

IBC INTERNATIONAL BUILDING CODE

ID IDENTIFICATION, INSIDE DIAMETER, OR INTERIOR DESIGN

ID NO IDENTIFICATION NUMBER

ILLUM ILLUMINATION

INCL INCLUDED

INFO INFORMATION

INSUL INSULATION

INT INTERIOR

INTERCOM INTERCOMMUNICATION

INTL INTERNATIONAL

IRMA INVERTED ROOF MEMBRANE ASSEMBLY

IWH INSTANTANEOUS WATER HEATER

JAN JANITOR

J-BOX JUNCTION BOX

KD KILN DRIED OR KNOCKED DOWN

KIT KITCHEN

KO KNOCKOUT

KPL KICKPLATE

L ANGLE

LAB LABORATORY

LAD LADDER

LAM LAMINATE

LAM GL LAMINATED GLASS

LAU LAUNDRY

LAV LAVATORY

LBR LUMBER

LBS POUND

LD BRG LOAD-BEARING

LDR LEADER

LED LIGHT EMITTING DIODE

LF LINEAR FEET (FOOT)

LH LEFT HAND

LHR LEFT HAND REVERSE

LHR LEFT HAND REVERSE LATENT HEAT RATIO

LIB LIBRARY

LIN LINEAR

LINO LINOLEUM

LIQ LIQUID

LKR LOCKER

LKR RM LOCKER ROOM

LKWASH LOCKWASHER

LL LEAD LINED

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LMST LIMESTONE

LNDSCP LANDSCAPE

LR LIVING ROOM

LRG LARGE

LRV LOUVERED ROOF VENT

LS LUMP SUM

LT LIGHT

LT GA LIGHT GAGE

LT WT LIGHTWEIGHT

LTG LIGHTING

LTNG LIGHTNING

LVD LOUVERED

LVR LOUVER

LWC LIGHTWEIGHT CONCRETE

LWIC LIGHTWEIGHT INSULATING CONCRETE

LYR LAYER

MACH MACHINE

MACH RM MACHINE ROOM

MAINT MAINTENANCE

MAN MANUAL

MATL MATERIAL

MATV MASTER ANTENNA TELEVISION SYSTEM

MAX MAXIMUM

MB MACHINE BOLT

MCB METAL CORNER BEAD

MD DECK

ME MECHANICAL ENGINEER

MEAS MEASURE

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MED MEDICAL MEDIUM

MED MEDIUM MEDICAL

MEK METHYL ETHYL KETONE

MEL MELAMINE

MEMB MEMBRANE

MEMO MEMORANDUM

MEZZ MEZZANINE

MF MILL FINISH

MFD MANUFACTURED

MFG MANUFACTURING

MFR MANUFACTURER

MFR REC MANUFACTURER'S RECOMMENDATION

MGT MANAGEMENT

MH MANHOLE

MIC MICROPHONE

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINUTE OR MINIMUM

MIRR MIRROR

MISC MISCELLANEOUS

MIT MITER

MKR MARKER

ML METAL LATH

MLDG MOLDING (MOULDING)

MLWK MILLWORK

mm MILLIMETER

MO MASONRY OPENING OR MOTOR OPERATED

MOD MODEL, MODIFY OR MODULE

MOD BIT MODIFIED BITUMEN

MON MONITOR

MOPR MOP RACK

MR MOISTURE RESISTANT

MS MACHINE SCREW OR MOP SINK

MTD MOUNTED

MTG MOUNTING

MTL METAL

MULL MULLION

MW MICROWAVE

MWP MEMBRANE WATERPROOFING

N NORTH

NA NOT APPLICABLE

NAAMM NATIONAL ASSOCIATION OF ARCHITECTURAL METAL

MANUFACTURERS

NAT NATURAL

NATL NATIONAL

NC NOISE CRITERIA

NCOMBL NONCOMBUSTIBLE

NEC NATIONAL ELECTRICAL CODE

NEG NEGATIVE

NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION

NEUT NEUTRAL

NFC NATIONAL FIRE CODE

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NR NOISE REDUCTION

NRC NOISE REDUCTION COEFFICIENT

NRCA NATIONAL ROOFING CONTRACTORS ASSOCIATION

NRP NONREMOVABLE

NS NARROW STILE

NUM NUMERAL

O/O OUT TO OUT

O OXYGEN

OA OUTSIDE AIR OR OVERALL

OC ON CENTER

OCC OCCUPY

OCT OCTAGON

OD OUTSIDE DIAMETER OUTSIDE DIMENSION

OD OUTSIDE DIMENSION OUTSIDE DIAMETER

OF/CI OWNER FURNISHED/CONTRACTOR INSTALLED

OFD OVERFLOW DRAIN

OFF OFFICE

OF/OI OWNER FURNISHED/OWNER INSTALLED

OH OVERHANG

OH DR OVERHEAD (COILING) DOOR

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPR OPERABLE

OPT OPTIONAL

OR OPERATING ROOM OR OUTSIDE RADIUS

ORD ORDNANCE OR OVERFLOW ROOF DRAIN

ORG ORGANIC

ORIG ORIGINAL

ORN ORNAMENTAL

OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINSTRATION

OUT OUTLET

OZ OUNCE

PAR PARALLEL OR PARAPET

PARA PARAGRAPH

PART PARTIAL

PAT PATTERN

PB PUSHBUTTON

PBD PARTICLEBOARD

PC PIECE, POLYCARBONATE OR PORTLAND CEMENT

PCA PORTLAND CEMENT ASSOCIATION

PCC PRECAST CONCRETE

PCCP CONCRETE PAVEMENT

PCD PAPER CUP DISPENSER

PCF POUNDS PER CUBIC FOOT

PCP PORTLAND CEMENT PLASTER

PED PEDESTAL

PEN PENETRATE

PEND PENDANT

PERF PERFORATED

PERIM PERIMETER

PERP PERPENDICULAR

PGBD PEGBOARD

PHAR PHARMACY

PHOTO PHOTOGRAPH

PHS PHILLIPS HEAD SCREW

PKG PACKAGE

PL PROPERTY LINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER OR PLASTIC

PLBG PLUMBING

PLYWD PLYWOOD

PMTL PAINTED METAL

PNEU PNEUMATIC

PNL PANEL

PO PURCHASE ORDER OR POST OFFICE

POLY POLYETHYLENE (PLASTIC)

PR PAIR

PRCST PRECAST

PREFAB PREFABRICATE

PREFIN PREFINISH

PRELIM PRELIMINARY

PREP PREPARATION

PRESS PRESSURE

PREV PREVIOUS

PRKG PARKING

PRMLD PREMOLDED

PROJ PROJECT

PROP PROPERTY

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT, PNEUMATIC TUBE, OR PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTN PARTITION

PVC POLYVINYL CHLORIDE (PLASTIC)

PVG PAVING

PWR POWER

QA QUALITY ASSURANCE

QC QUALITY CONTROL

QRY QUARRY

QT QUARRY TILE

QTB QUARRY TILE BASE

QTF QUARRY TILE FLOOR

QTR QUARTER

QTY QUANTITY

QUAD QUADRANT

QUAL QUALITY

R RADIUS OR RISER

RA RETURN AIR

RAD RADIATOR

RB RESILIENT BASE OR RUBBER BASE

RB HK ROBE HOOK

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RC REMOTE CONTROL

RCP REFLECTED CEILING PLAN

RCVR RECEIVER

RD ROAD OR ROOF DRAIN

REC RECESSED

RECD RECEIVED

RECPT RECEPTACLE

RECT RECTANGLE

REF REFERENCE OR REFRIGERATOR

REFR REFRACTORY REFRIGERATION

REFR REFRIGERATION REFRACTORY

REG REGISTER

REINF REINFORCE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

RET RETURN

REV REVISION

RF RADIO FREQUENCY

RFG ROOFING

RFI REQUEST FOR INFORMATION

RFP REQUEST FOR PROPOSAL

RH RIGHT HAND

RHMS ROUND HEAD MACHINE SCREW

RHR RIGHT HAND REVERSE

RHWS ROUND HEAD WOOD SCREW

RL ROOF LEADER

RLG RAILING

RM ROOM

RND ROUND

RO ROUGH OPENING

ROW RIGHT OF WAY

RPM REVOLUTIONS PER MINUTE

RS ROUGH SAWN

RT RIGHT

RV ROOF VENT

RVS REVERSE

RWD REDWOOD

RWL RAIN WATER LEADER

SA SUPPLY AIR

SALV SALVAGE

SAMP SAMPLE

SAN SANITARY

SAT SUSPENDED ACOUSTICAL TILE

SATC SUSPENDED ACOUSTICAL TILE CEILING

SB SPLASH BLOCK

SBS STYRENE BUTADIEN STYRENE

SBSTR SUBSTRATE

SC SHADING COEFFICIENT OR SOLID CORE

SCH SCHOOL

SCHED SCHEDULE

SCHEM SCHEMATIC

SCP SCUPPER

SCRN SCREEN

SCT STRUCTURAL CLAY TILE

SCWD SOLID CORE WOOD DOOR

SD SHOP DRAWINGS, SMOKE DETECTOR, OR SOAP

DISPENSER

SDG SIDING

SECT SECTION

SEG SEGMENT

SEL SELECT

SEP SEPARATE

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGD SLIDING GLASS DOOR

SGL SINGLE

SHR SHOWER

SHR HD SHOWER HEAD

SHRD SHOWER DRAIN

SHT SHEET

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SJI STEEL JOIST INSTITUTE

SK SKETCH

SKLT SKYLIGHT

SLD WDW HORIZONTAL SLIDING WINDOW

SLDG SLIDING

SLNT SEALANT

SM SHEET METAL

SMK SMOKE

SND SANITARY NAPKIN DISPENSER

SND INS SOUND INSULATION

SNDU SANITARY NAPKIN DISPOSAL UNIT

SPEC SPECIFICATION

SPKLR SPRINKLER

SPKR SPEAKER

SPLY SUPPLY

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SS SANITARY SEWER OR SERVICE SINK

SST STAINLESS STEEL

ST STAIRS OR STREET

STC SOUND TRANSMISSION CLASS

STD STANDARD

STIF STIFFENER

STL JST STEEL JOIST

STL LNTL

STL PL STEEL PLATE

STL RF DK STEEL ROOF DECK

STL TB STEEL TUBE

STL TR STEEL TRUSS

STNLS STAINLESS

STOR STORAGE

STR STRINGERS

STRUCT STRUCTURAL

STRUCT STL STRUCTURAL STEEL

SUB SUBSTITUTE

SURF SURFACE

SUSP SUSPEND

SUSP CLG SUSPENDED CEILING

SV SHEET VINYL

SW SWITCH

SWDR SWING DOOR

SYM SYMBOL

SYNTH SYNTHETIC

SYS SYSTEM

T TREAD

T&G TONGUE AND GROOVE

T&M TIME AND MATERIALS

TB THROUGH BOLT OR TOWEL BAR

TCA TILE COUNCIL OF AMERICA

TCP TELEPHONE CONTROL PANEL TEMPERATURE CONTROL

PANEL; TRAFFIC CONTROL PLAN

TD TOWEL DISPENSER

TECH TECHNICAL

TEL TELEPHONE

TEMP TEMPERATURE OR TEMPORARY

TER TERRAZZO

THD THREAD

THERM THERMAL

THK THICKNESS

THRES THRESHOLD

THRU THROUGH

THRUOUT THROUGHOUT

TK BD TACKBOARD

TMPD TEMPERED

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TO TOP OF ___

TO FDN TOP OF FOUNDATION

TOB TOP OF BEAM

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOS TOP OF STEEL

TOW TOP OF WALL

TPD TOILET PAPER DISPENSER

TPH TOILET PAPER HOLDER

TR TOWEL RACK

TRANS TRANSOM

TRANS WD FIN

TRTD TREATED

TS TENSILE STRENGTH OR TUBE STEEL

TSTAT THERMOSTAT

TV TELEVISION

TYP TYPICAL

U HEAT TRANSFER COEFFICIENT

UC UNDERCUT

UCD UNDERCUT DOOR

UGND UNDERGROUND

UL UNDERWRITERS LABORATORIES

ULT ULTIMATE

UNFIN UNFINISH

UON UNLESS OTHERWISE NOTED

UPS UNINTERRUPTIBLE POWER SUPPLY

UR URINAL

UTIL UTILITY

UV ULTRAVIOLET

V VOLT

VAC VACUUM

VAR VARIES

VCT VINYL COMPOSITION TILE VITRIFIED CLAY TILE

VEH VEHICLE

VENT VENTILATION

VERT VERTICAL

VEST VESTIBULE

VFAT VINYL FACED ACOUSTICAL TILE

VIC VICINITY

VID VIDEO

VIF VERIFY IN FIELD

VNR VENEER

VOC VOLATILE ORGANIC COMPOUND

VOL VOLUME

VOLT VOLTAGE

VP VENEER PLASTER

VR VAPOR RETARDER

VTR VENT THROUGH ROOF

VWC

VWF VINYL WALL FABRIC

W WIDE OR WEST

W/ WITH

W/O WITHOUT

WARR WARRANTY

WBL WOOD BLOCKING

WC WALL COVERING OR WATER CLOSET

WC WL HNG WATER CLOSET, WALL HUNG

WCHR WATER CHILLER

WCL WL MTD WATER COOLER, WALL HUNG

WD WOOD

WDW WINDOW

WF WIDE FLANGE

WFAB WALL FABRIC

WFR WOOD FRAME

WFS WOOD FURRING STRIPS

WH WATER HEATER

WHSE WAREHOUSE

WLD WELDED

WM WIRE MESH

WP WATERPROOFING

WPD

WPM WATERPROOF MEMBRANE

WR WEATHER RESISTANT

WS WEATHERSTRIP

WSH WINDOW SHADE

WSCT WAINSCOT

WT WEIGHT

WWF WELDED WIRE FABRIC

X BRACE CROSS BRACE

XPS

YD YARD

YR YEAR

0 4'-0" 8'-0" 16'-0"

SIM

X

X-XXX

CENTERLINE INDICATOR

CONTRACT LIMIT LINE

DEMOLITION LINE

EXISTING TO REMAIN LINE

FEATURES ABOVE LINE INDICATOR

FIRE RESISTIVE RATED LINE, 1 HOUR

FIRE RESISTIVE RATED LINE, 2 HOUR

FIRE RESISTIVE RATED LINE, 3 HOUR

FIRE RESISTIVE RATED LINE, 4 HOUR

FIRE-RATED, SMOKE BARRIER LINE, 1 HOUR

FIRE-RATED, SMOKE BARRIER LINE, 2 HOUR

HIDDEN FEATURES LINE

NEW LINE

PROPERTY LINE

ELEVATION INDICATOR

CENTERLINE

SMOKE BARRIER

BREAK, ROUND (USER DEFINES SIZE)

BREAK, STRAIGHT (SEE SECTION INDICATORS,

BUILDING, WITH BREAK STANDARDS)

SIM

X-XXX

X

DETAIL INDICATOR

SIM

X-XXX

X

DETAIL INDICATOR

DETAIL INDICATOR FOR SMALL CONDITIONS

X

X-XXX

XX'-XX" DIMENSION LINE

DOOR OPENING / BORROWED LIGHT (W/ IDENTIFIER)

A9

View Name

1/8" = 1'-0"

WINDOW OPENING IDENTIFIER

0 4'-0" 8'-0" 16'-0"

SIM

X

X-XXX

ELEVATION INDICATOR, EXTERIOR

ELEVATION INDICATOR, INTERIOR,

MULITPLE VIEW

ELEVATION INDICATOR, INTERIOR,

SINGLE VIEW

XXXX

X

X

X X

XXXX

X

BUILDING SECTION INDICATOR

1i

FURNITURE, FIXTURE, & EQUIPMENT

INDICATOR

A

GRAPHIC SCALE, 1/8" = 1'-0"

ROOM NAME AND NUMBER

COLUMN GRID

KEYNOTE

WALL OR PARTITION TYPE

FIRE EXTINGUISHER CABINET

CORNER GUARD

NORTH ARROW

V V ITEM - VA SUPLIED & INSTALLED (OF / OI)

VC ITEM - VA SUPPLIED & CONTRACTOR

INSTALLED (OF/CI)

CC ITEM - CONTRACTOR SUPPLIED &

INSTALLED (CF/CI)

--FEC

CG

Y6

XXXXXX

ROOM

NAME

CONCRETE

GRANULAR FILL

RIGID INSULATION

BATT INSULATIONEARTHWORK

NEW CONSTRUCTION

EXISTING CONSTRUCTION

TO REMAIN

EXISTING CONSTRUCTION

TO BE REMOVED

DUPLEX OUTLET

QUADRUPLEX OUTLET

DUPLEX GROUND FAULT CIRCUIT INTERRUPT OUTLET

QUADRUPLEX GROUND FAULT CIRCUIT INTERRUPT OUTLET

SWITCH

DATA OUTLET

DATA OUTLET CEILING MOUNTED

TEL/DATA OUTLET

PUBLIC ADDRESS SPEAKER

THERMOSTAT

JUNCTION BOX

ROOM ETHYLENE OXIDE SENSOR

ROOM HUMIDSTAT

WALL CLOCKC

VIDEO OUTLET

ROOM PRESSURIZATION MONITOR

EXHAUST AIR REGISTER

SUPPLU AIR DIFFUSER

SECURITY CAMERA

OCCUPANCY SENSOR

EXIT SIGN SINGLE FACED 1 WAY - CEILING MOUNTED

(DIRECTIONAL ARROW FOR PATH OF EGRESS DIRECTION)

EXIT SIGN DOUBLE FACE - CEILING MOUNTED

EXIT SIGN DOUBLE FACE - WALL MOUNTED

EXIT SIGN SINGLE FACE LEFT - WALL MOUNTED

EXIT SIGN SINGLE FACE RIGHT - WALL MOUNTED

EXIT SIGN SINGLE FACE - WALL MOUNTED

CONCEALED SPRINKLER HEAD

SPEAKER CEILING

CEILING JUNCTION BOX

WALL MOUNTED TELEPHONE

2' X 4' FLUORESCENT LIGHT FIXTURE

2' X 4' FLUORESCENT LIGHT FIXTURE

(CRITICAL - EMERGENCY)

2' X 4' FLUORESCENT LIGHT FIXTURE

2' X 4' FLUORESCENT LIGHT FIXTURE

(CRITICAL - EMERGENCY)

1' X 4' FLUORESCENT LIGHT FIXTURE

4' SUSPENDED STRIP FIXTURE

(CRITICAL - EMERGENCY)

DOWN LIGHT (CRITICAL - EMERGENCY)

SINGLE POLE SWITCH

DISCONNECT SWITCH

EMERGENCY POWER OFF PUSH BUTTON

SINGLE POLE SWITCHA

CARD READERCR

OC

S

COMPRESSED AIR

VACUUM

PUSH BUTTON / PLATE - DOOR OPERATORPB

UPRIGHT SPRINKLER HEAD

INTERCOMI

FLOOR DRAIN

JSN JOINT SCHEDULE NUMBER

PLAN

NORTH

XXX

SYMBOLS & MATERIALS

IGU INSULATING GLAZING UNIT

MG MONOLITHIC GLASS

SE SERVICE ELEVATOR

PE PASSENGER ELEVATOR

EXTRUDED POLYSTYRENE BOARD (INSULATION)

VINYL WALL COVERING

DISPENSER

CRITICAL PATH METHOD

STEEL LINTEL

MASONRY

OUT OF SCOPE

MATCH LINE

4' SUSPENDED STRIP FIXTURE

DOWN LIGHT

FIRE EXTINGUISHER--FE

FIRE ALARM MANUAL PULL STATIONP

VA CFM VETERANS AFFAIRS CONSTRUCTION FACILITIES

MANAGEMENT (OFFICE OF)

VAMC VETERANS AFFAIRS MEDICAL CENTER

LOUVER IDENTIFIER

DRAWING BLOCK TITLE, TYPICAL

SEE: XXX

LXXX

WXXX

GYPSUM BOARD

METAL

BRICK

ABBREVIATIONS

EXISTING DOOR OPENING (W/O IDENTIFIER)

ELECTRIC WATER COOLER

FEC (S) FIRE EXTINGUISHER CABINET-SURFACE MOUNTED

TA TEMPERED ANNEALED

ICRA INFECTION CONTROL RISK ASSESSMENT

NOTE: DEMOLITION AND NEW WORK ACTIVITIES MAY BE REQUIRED

TO BE PERFORMED IN THESE AREAS TO MAKE BUILDING SYSTEMS

OPERATIONAL AND BUILDING ASSEMBLIES COMPLETE*

KEY SWITCHKS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

VA NY Manhattan Campus

423 E 23RD Street, New York, NY 10010

630-600A

Project Director

Revisions: Date:

A/E:

AECOM

3101 WILSON BLVD, SUITE 900

ARLINGTON, VA. 22201

703-682-4900

WWW.AECOM.COM

Construction Document Refresh 1, 2 and 6

Key Plan

Balance of Work

9/12/2022

B-AE001

DZ JH / DZ

ABBREVIATIONS & SYMBOLS

GENERAL NOTES:

POST-INSTALLED ANCHORS INSTALLATION:

SEISMIC RESTRAINTS

& BRACES NOTES:

SEISMIC SYSTEM DESIGN:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

VA NY Manhattan Campus

423 E 23RD Street, New York, NY 10010

630-600A

Project Director

Revisions: Date:

A/E:

AECOM

3101 WILSON BLVD, SUITE 900

ARLINGTON, VA. 22201

703-682-4900

WWW.AECOM.COM

Construction Document Refresh 1, 2 and 6

Key Plan

Balance of Work

9/12/2022

B-AE002

GENERAL NOTES AND

REQUIREMENTS

DZ DZ

AutoCAD SHX Text

21. IF THERE ARE ANY DISCREPANCIES BETWEEN THE DRAWINGS AND SPECIFICATIONS, OR BETWEEN THE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS, REPORT THEM TO THE ARCHITECT AND VA CFM OFFICE PRIOR TO SUBMITTING BID PROPOSAL. WHERE A DISCREPANCY IS UNRESOLVED THE MOST RESTRICTIVE REQUIREMENTS SHALL APPLY. 22. WHEN SPECIFICATIONS OR DRAWINGS EXCEED CODE REQUIREMENTS AND/OR REGULATIONS OF AUTHORITIES HAVING JURISDICTION, SPECS AND/OR DRAWINGS SHALL TAKE PRECEDENCE. WHEN CODE REQUIREMENTS AND/OR REGULATIONS OF AUTHORITIES HAVING JURISDICTION EXCEED SPECS AND/OR DRAWING REQUIREMENTS, CODE REQUIREMENTS AND/OR REGULATIONS OF THE AUTHORITIES HAVING JURISDICTION SHALL TAKE PRECEDENCE. 23. "OWNER" MEANS NEW YORK VETERANS AFFAIRS MEDICAL CENTER, NEW YORK, NY. 24. OBTAIN HOT WORK PERMIT FROM VAMC SAFETY OFFICE FOR ALL WELDING PROCEDURES COMPLYING WITH LAW, CODES AND SPECIFICATIONS. 25. THE CONTRACTOR SHALL MAINTAIN FREE AND UNOBSTRUCTED ACCESS FROM ALL FLOORS, THROUGH CORRIDORS, FROM ROOMS, AND ADJACENT SPACES INTO THE EXISTING FIRE STAIRS AND OTHER MEANS OF EGRESS TO THE PUBLIC WAY AT ALL TIMES. TOOLS, STAGING AREAS FOR MATERIALS AND TOOLS AND OTHER ITEMS REQUIRED FOR THE EXECUTION OF THE WORK SHALL NOT OBSTRUCT ANY MEANS OF EGRESS. 26. "APPLICABLE CODES"; "CODES" CODES OR APPLICABLE CODES REFERENCES IN THE DOCUMENTS SHALL MEAN THE CURRENT VERSION OF A CODE WHICH IS IN EFFECT AS OF THE DATE SHOWN ON THE CONSTRUCTION DOCUMENTS, EXCEPT WHERE OTHERWISE NOTED. 27. WHERE THE CONTRACTOR SUBMITS A PROPOSED EQUAL PRODUCT FROM THOSE INDICATED ON THE DRAWINGS OR IN THE SPECIFICATIONS AS THE BASIS OF DESIGN, THE CONTRACTOR SHALL SUBMIT A SIDE BY SIDE COMPARISON BETWEEN THE INDICATED PRODUCT AND THE CONTRACTOR'S PROPOSED EQUAL SUBSTITUTION. THE VA CFM OFFICE OR VAMC MAY OR MAY NOT ACCEPT THE PROPOSED SUBSTITUTION. 28. WHERE THE VA CFM OFFICE / VAMC APPROVES THE CONTRACTOR'S PROPOSED EQUAL SUBSTITUTION PRODUCT, THE CONTRACTOR, AT NO ADDITIONAL COST TO THE VA, SHALL BE SOLELY RESPONSIBLE TO MODIFY, ADJUST, ADD TO, AND/OR REVISE ANY AND ALL EXISTING SYSTEMS, COMPONENTS, ITEMS OR CONSTRUCTION AFFECTED BY THE PROPOSED EQUAL SUBSTITUTION, AND SHALL SUBMIT SHOP DRAWINGS OF ANY CHANGES TO THE VA CFM OFFICE FOR APPROVAL. 29. PROVIDE TEMPORARY CONSTRUCTION BARRIERS TO RESTRICT ACCESS TO ALL WORK AREAS PROVIDE TEMPORARY CONSTRUCTION BARRIERS TO RESTRICT ACCESS TO ALL WORK AREAS FROM UNAUTHORIZED PERSONS OR VEHICLES. SUBMIT SHOP DRAWINGS OF ALL TEMPORARY CONSTRUCTION BARRIERS FOR APPROVAL. SEE ICRA PLANS FOR ADDITIONAL REQUIREMENTS. 30. FOR OPERATIONS AND STORAGE AREAS AND THEIR LIMITATIONS, SEE SPECIFICATION SECTION 01 00 00, GENERAL REQUIREMENTS. 31. CONTRACTOR SHALL NOTIFY THE COR/COTR ONE WEEK IN ADVANCE OF DECOMMISSIONING ANY PARKING SPACES DUE TO CONSTRUCTION. CONTRACTOR SHALL PROVIDE TO THE COR/COTR A LIST OF ALL AFFECTED PARKING SPACES. NO PARKING SPACES SHALL BE REMOVED WITHOUT APPROVAL FROM THE COR/COTR. 32. CONTRACTOR SHALL ISOLATE PARKING THAT REMAINS FROM THE WORK ZONE AND SHALL ENSURE THAT SAFE ACCESS IS MAINTAINED TO AND FROM THE PARKING AREA THROUGH AND AROUND THE WORK ZONE. 33. PROVIDE INSPECTIONS OF SCAFFOLDING DAILY BY A COMPETENT PERSON. SUBMIT DAILY WRITTEN REPORT OF THE SCAFFOLDING INSPECTION TO THE RESIDENT ENGINEER / VA CFM OFFICE. 34. ATTEND WEEKLY ON-SITE CONSTRUCTION COORDINATION MEETINGS WITH OTHER CONTRACTORS ATTEND WEEKLY ON-SITE CONSTRUCTION COORDINATION MEETINGS WITH OTHER CONTRACTORS PROVIDING WORK ON THE SITE. THESE REQUIRED WEEKLY COORDINATION MEETINGS WILL BE ATTENDED BY THE VAMC OWNER REPRESENTATIVE(S), THE VA COR/COTR, THE VA RESIDENT ENGINEER AND REPRESENTATIVES FROM THE VA CFM OFFICE 35. BUILDING 1 AND BUILDING 6 (MAIN ELECTRICAL ROOMS - INDUSTRIAL OCCUPANCY) ARE BUILDING 1 AND BUILDING 6 (MAIN ELECTRICAL ROOMS - INDUSTRIAL OCCUPANCY) ARE REQUIRED TO BE SEPARATED FROM HEALTHCARE OCCUPANCIES BY A 2 HOUR FIRE SEPARATION IN ACCORDANCE WITH NFPA 101. EXPOSED STRUCTURAL STEEL COLUMNS AND STEEL BEAMS SUPPORTING THE MAIN ELECTRCAL ROOMS ARE REQUIRED TO BE PROTECTED WITH A 1 HOUR UL FIRE RATING (SPRAY-ON FIREPROOFING, INTUMESCENT COATING OR ENCLOSURE) IN ACCORDANCE WITH NFPA 70 (NATIONAL ELECTRICAL CODE) LATEST EDITION.

AutoCAD SHX Text

1. ALL WORK ON THESE DRAWINGS SHALL BE CONSIDERED NEW WORK WHETHER STATED OR ALL WORK ON THESE DRAWINGS SHALL BE CONSIDERED NEW WORK WHETHER STATED OR NOT EXCEPT WHERE SPECIFICALLY NOTED AS "EXISTING". 2. FURNISH ALL LABOR, MATERIALS, EQUIPMENT, SYSTEMS AND PROCEDURES TO EXECUTE THE FURNISH ALL LABOR, MATERIALS, EQUIPMENT, SYSTEMS AND PROCEDURES TO EXECUTE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS. 3. ALL WORK SHALL BE INSTALLED SO THAT ALL PARTS REQUIRED ARE READILY ACCESSIBLE ALL WORK SHALL BE INSTALLED SO THAT ALL PARTS REQUIRED ARE READILY ACCESSIBLE FOR INSPECTION, OPERATION, MAINTENANCE AND REPAIR. 4. THE CONTRACTOR SHALL PATCH AND REPAIR ALL FLOORS, WALLS, CEILINGS; ETC. WHICH THE CONTRACTOR SHALL PATCH AND REPAIR ALL FLOORS, WALLS, CEILINGS; ETC. WHICH BECOME DAMAGED OR EXPOSED DUE TO THE WORK AND FINISH THEM TO MATCH ADJOINING FINISHES TO THE CLOSEST EXISTING CORNER. 5. THE CONTRACTOR SHALL RELOCATE, MODIFY, CUT, AND PATCH WITHOUT COMPROMISING THE THE CONTRACTOR SHALL RELOCATE, MODIFY, CUT, AND PATCH WITHOUT COMPROMISING THE QUALITY OF WORK, ANY EXISTING ITEMS THAT INTERFERE WITH THE INSTALLATION OF NEW WORK, WHETHER SHOWN OR NOT, ON THESE DRAWINGS. 6. THE CONTRACTOR SHALL PROVIDE GUARDS, RAILS, BARRICADES, FENCES, CATCH PLATFORMS, THE CONTRACTOR SHALL PROVIDE GUARDS, RAILS, BARRICADES, FENCES, CATCH PLATFORMS, COVERED PATHWAYS, DECKING, AS REQUIRED BY CODE IN ORDER TO PROVIDE ADEQUATE PROTECTION TO PERSONS FROM ALL CONSTRUCTION AND CONSTRUCTION ACTIVITIES. 7. PROVIDE SCHEDULE AND COORDINATE PROJECT INSPECTION REQUIREMENTS AS DESCRIBED IN PROVIDE SCHEDULE AND COORDINATE PROJECT INSPECTION REQUIREMENTS AS DESCRIBED IN THE SPECIFICATIONS INCLUDING TESTING LABORATORY SERVICES. 8. THE CONTRACT DOCUMENTS HAVE BEEN PREPARED BASED UPON INFORMATION PROVIDED BY THE CONTRACT DOCUMENTS HAVE BEEN PREPARED BASED UPON INFORMATION PROVIDED BY THE VAMC. THE A/E ASSUMES NO RESPONSIBILITY OR LIABILITY FOR THE ACCURACY OR RELIABILITY OF SUCH INFORMATION. THE A/E HAS MADE REASONABLE ESTIMATIONS OF CONDITIONS CONCERNING INACCESSIBLE OR CONCEALED AREAS OF THE SITE, THE EXISTING BUILDING OR SYSTEMS AS SUCH ITEMS MAY RELATE TO THE WORK AND SHALL NOT BE HELD RESPONSIBLE OR LIABLE FOR THE ACCURACY OF SAME. 9. DETAILS NOT SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER AND ACCEPTABLE DETAILS NOT SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER AND ACCEPTABLE CONSTRUCTION, INSTALLATION OR OPERATION OF ANY PART OF THE WORK AS DETERMINED BY THE ARCHITECT SHALL BE INCLUDED IN THE BASE CONTRACT WORK THE SAME AS IF SPECIFIED OR INDICATED AT NO ADDITIONAL COST TO THE VAMC. 10. CONTRACTING OFFICER' REPRESENTATIVE (COR) REFERS TO THE VA PROJECT ENGINEER AS CONTRACTING OFFICER' REPRESENTATIVE (COR) REFERS TO THE VA PROJECT ENGINEER AS THE CONTRACTING OFFICER'S TECHNICAL REPRESENTATIVE (COTR) AS DELEGATED BY THE VA CONTRACTING OFFICER. 11. COORDINATE THE WORK OF ALL TRADES, AND SUBCONTRACTORS. COORDINATE THE WORK OF ALL TRADES, AND SUBCONTRACTORS. 12. VERIFY, CONFIRM AND CORRELATE ALL EXISTING QUANTITIES AND DIMENSIONS. SELECT VERIFY, CONFIRM AND CORRELATE ALL EXISTING QUANTITIES AND DIMENSIONS. SELECT FABRICATION PROCESSES, SEQUENCES AND TECHNIQUES OF CONSTRUCTION. SUPERVISE ALL WORK. 13. PERFORM ALL WORK IN A SAFE AND SATISFACTORY MANNER IN ACCORDANCE WITH OSHA, PERFORM ALL WORK IN A SAFE AND SATISFACTORY MANNER IN ACCORDANCE WITH OSHA, NEW YORK STATE AND VA STANDARDS. 14. PROTECT AND SECURE WORK AREAS, CONSTRUCTION MATERIALS AND TOOLS FROM ACCESS PROTECT AND SECURE WORK AREAS, CONSTRUCTION MATERIALS AND TOOLS FROM ACCESS BY PERSONS OTHER THAN CONSTRUCTION PERSONNEL. PROVIDE APPROPRIATE BARRIERS. MAINTAIN CLEARLY MARKED EXIT PATHS. SECURE WORK AREAS, CONSTRUCTION MATERIALS AND TOOLS AT THE END OF EACH DAY AND WHEN THEY ARE NOT UNDER THE DIRECT OBSERVATION AND CONTROL OF CONTRACTOR PERSONNEL. PROTECT PERSONS FROM INJURY. BE SOLELY RESPONSIBLE FOR SITE SAFETY AND SECURITY. ERECT AND MAINTAIN ALL NECESSARY DEVICES, SYSTEMS, PROCEDURES TO PROTECT BUILDING, ITS' CONTENTS, CONSTRUCTION MATERIALS AND TOOLS FROM THEFT. 15. PROTECT PERSONS, BUILDING WORK AREAS, CONSTRUCTION MATERIALS, EQUIPMENT AND PROTECT PERSONS, BUILDING WORK AREAS, CONSTRUCTION MATERIALS, EQUIPMENT AND TOOLS FROM FIRES. MAINTAIN FIRE EXTINGUISHERS AT WORK AREAS INVOLVING MATERIALS AND PROCEDURES WHICH MIGHT CAUSE FIRES. 16. REMOVE ALL DEBRIS DAILY AND DISPOSE OF SAW DUST AS PER CONTAINMENT PROCEDURES REMOVE ALL DEBRIS DAILY AND DISPOSE OF SAW DUST AS PER CONTAINMENT PROCEDURES SPECIFIED ON ICRA NOTES ON THE ICRA PLANS. 17. THE CONTRACTOR SHALL APPLY FOR, OBTAIN AND PAY FOR ANY PERMITS REQUIRED TO THE CONTRACTOR SHALL APPLY FOR, OBTAIN AND PAY FOR ANY PERMITS REQUIRED TO PERFORM WORK ON SITE OR OUTSIDE OF THE OWNER'S PROPERTY AS MAY BE REQUIRED BY AUTHORIZED JURISDICTIONS. THE VA SHALL REIMBURSE THE CONTRACTOR FOR SUCH FEES WITHOUT MARKUP UPON PRESENTATIONS OF PROOF OF PAYMENT. 18. THE WORD "PROVIDE" MEANS: THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS AND THE WORD "PROVIDE" MEANS: THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT TO FURNISH AND INSTALL, COMPLETE AND OPERATIVE. "INDICATED" MEANS: SHOWN OR POINTED OUT. 19. COMPLY WITH ALL OSHA AND EPA REGULATIONS INCLUDING HAZARD COMMUNICATION STANDARD AND RESOURCE CONSERVATION AND RECOVERY ACT, CONCERNING HAZARDOUS MATERIALS. 20. ALL PROPOSED CHANGES TO DRAWING AND/OR SPECIFICATION REQUIREMENTS SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEERS AND VA CFM OFFICE FOR REVIEW AND APPROVAL BY THE VA CFM OFFICE AND VAMC PRIOR TO START OF THE WORK.

AutoCAD SHX Text

1. IDENTIFY POSITION OF REINFORCING STEEL AND OTHER EMBEDDED ITEMS PRIOR TO DRILLING IDENTIFY POSITION OF REINFORCING STEEL AND OTHER EMBEDDED ITEMS PRIOR TO DRILLING HOLES FOR POST-INSTALLED ANCHORS. 2. DO NOT DAMAGE EXISTING REINFORCING OR EMBEDDED ITEMS DURING CORING OR DRILLING. DO NOT DAMAGE EXISTING REINFORCING OR EMBEDDED ITEMS DURING CORING OR DRILLING. NOTIFY THE STRUCTURAL ENGINEER IF REINFORCING STEEL OR OTHER EMBEDDED ITEMS ARE ENCOUNTERED DURING DRILLING. LOCATE AND AVOID PRESTRESSED TENDONS, ELECTRICAL AND TELECOMMUNICATIONS CONDUIT AND GAS LINES. 3. DO NOT DRILL HOLES IN CONCRETE OR MASONRY UNTIL CONCRETE, MORTAR, OR GROUT DO NOT DRILL HOLES IN CONCRETE OR MASONRY UNTIL CONCRETE, MORTAR, OR GROUT HAS ACHIEVED FULL DESIGN STRENGTH. 4. WEDGE ANCHORS: PROTECT THREADS FROM DAMAGE DURING ANCHOR INSTALLATION. WEDGE ANCHORS: PROTECT THREADS FROM DAMAGE DURING ANCHOR INSTALLATION. 5. HEAVY-DUTY SLEEVE ANCHORS SHALL BE INSTALLED WITH SLEEVE FULLY ENGAGED IN THE HEAVY-DUTY SLEEVE ANCHORS SHALL BE INSTALLED WITH SLEEVE FULLY ENGAGED IN THE STRUCTURAL ELEMENT TO WHICH ANCHOR IS TO BE FASTENED. 6. ADHESIVE ANCHORS: CLEAN HOLES TO REMOVE LOOSE MATERIAL AND DRILLING DUST ADHESIVE ANCHORS: CLEAN HOLES TO REMOVE LOOSE MATERIAL AND DRILLING DUST PRIOR TO INSTALLATION OF ADHESIVE. 7. PLACE ADHESIVE IN HOLES PROCEEDING FROM THE BOTTOM OF THE HOLE AND PLACE ADHESIVE IN HOLES PROCEEDING FROM THE BOTTOM OF THE HOLE AND PROGRESSING TOWARD THE SURFACE IN SUCH A MANNER AS TO AVOID INTRODUCTION OF AIR POCKETS IN THE ADHESIVE. 8. SET ANCHORS TO MANUFACTURER'S RECOMMENDED TORQUE, USING A TORQUE WRENCH. SET ANCHORS TO MANUFACTURER'S RECOMMENDED TORQUE, USING A TORQUE WRENCH. 9. PROVIDE ZINC-COATED STEEL ANCHORS FOR INTERIOR AND STAINLESS-STEEL ANCHORS FOR PROVIDE ZINC-COATED STEEL ANCHORS FOR INTERIOR AND STAINLESS-STEEL ANCHORS FOR EXTERIOR APPLICATIONS. POST-INSTALLED ANCHORS - LOAD TESTING AND SPECIAL INSPECTIONS 10. PROVIDE EVIDENCE OF RECENT CALIBRATION OF TEST EQUIPMENT BY A TESTING AGENCY PROVIDE EVIDENCE OF RECENT CALIBRATION OF TEST EQUIPMENT BY A TESTING AGENCY ACCEPTABLE TO VAMC AND ARCHITECT-ENGINEER. 11. SCHEDULE TEST WITH VAMC, THROUGH ARCHITECT, BEFORE CONNECTING ANCHORAGE DEVICE SCHEDULE TEST WITH VAMC, THROUGH ARCHITECT, BEFORE CONNECTING ANCHORAGE DEVICE TO RESTRAINED COMPONENT (UNLESS POST CONNECTION TESTING HAS BEEN APPROVED), AND WITH AT LEAST SEVEN DAYS' ADVANCE NOTICE. 12. OBTAIN VAMC AND ARCHITECT'S APPROVAL BEFORE APPLYING TEST LOADS TO STRUCTURE. OBTAIN VAMC AND ARCHITECT'S APPROVAL BEFORE APPLYING TEST LOADS TO STRUCTURE. 13. PROVIDE TEMPORARY LOAD-SPREADING MEMBERS. PROVIDE TEMPORARY LOAD-SPREADING MEMBERS. 14. TEST AT LEAST FOUR OF EACH TYPE AND SIZE OF INSTALLED ANCHORS AND FASTENERS TEST AT LEAST FOUR OF EACH TYPE AND SIZE OF INSTALLED ANCHORS AND FASTENERS SELECTED BY ARCHITECT-ENGINEER AT EACH PROJECT WORK AREA. 15. TEST TO 90 PERCENT OF RATED PROOF LOAD OF DEVICE. TEST TO 90 PERCENT OF RATED PROOF LOAD OF DEVICE. 16. MEASURE ISOLATOR RESTRAINT CLEARANCE. MEASURE ISOLATOR RESTRAINT CLEARANCE. 17. MEASURE ISOLATOR DEFLECTION. MEASURE ISOLATOR DEFLECTION. 18. IF A DEVICE FAILS TEST, MODIFY ALL INSTALLATIONS OF SAME TYPE AND RETEST UNTIL IF A DEVICE FAILS TEST, MODIFY ALL INSTALLATIONS OF SAME TYPE AND RETEST UNTIL SATISFACTORY RESULTS ARE ACHIEVED. 19. PROVIDE WRITTEN FASTENER LOAD TEST REPORTS OF EACH PHASE OF THE PROJECT WORK PROVIDE WRITTEN FASTENER LOAD TEST REPORTS OF EACH PHASE OF THE PROJECT WORK IMMEDIATELY AFTER THE FASTENERS ARE TESTED FOR THAT PHASE' WORK BUT BEFORE INSTALLING, ATTACHING OR SUSPENDING THAT PHASE' WORK FROM THE INSTALLED FASTENERS. 20. PROVIDE INTERMITTENT SPECIAL INSPECTIONS OF POST INSTALLED FASTENERS OF EACH PROVIDE INTERMITTENT SPECIAL INSPECTIONS OF POST INSTALLED FASTENERS OF EACH PHASE OF THE PROJECT WORK.

AutoCAD SHX Text

36. GENERATOR BUILDING ENVELOPE IS REQUIRED TO BE PROTECTED WITH A 1 HOUR FIRE RATING, EXCEPT AT THE SEPARATION BETWEEN GENERATOR BUILDING AND ADJACENT EXISTING EGRESS STAIR OF CHILLER BUILDING WHICH REQUIRES A 2 HOUR FIRE SEPARATION IN ACCORDANCE WITH NFPA 101. EXPOSED STRUCTURAL STEEL COLUMNS AND STEEL BEAMS SHALL BE PROTECTED WITH A 1 HOUR UL RATED FIRE RATING (SPRAY-ON FIREPROOFING, INTUMESCENT COATING OR ENCLOSURE) IN ACCORDANCE WITH VAMC PHYSICAL-SECURITY DESIGN MANUAL DATED JULY 2007.

AutoCAD SHX Text

1. PROJECT WORK REQUIRES THAT CERTAIN NON-STRUCTURAL COMPONENTS HAVE SEISMIC PROJECT WORK REQUIRES THAT CERTAIN NON-STRUCTURAL COMPONENTS HAVE SEISMIC RESTRAINT BRACES. 2. THE ACTUAL MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION SERVICES, UTILITIES THE ACTUAL MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION SERVICES, UTILITIES AND/ OR LINES THAT REQUIRE SEISMIC RESTRAINTS MAY VARY FROM THOSE INDICATED AND INCLUDED IN THE PROJECT' SCOPE OF WORK. 3. THE CONTRACTOR SHALL RETAIN A NEW YORK STATE LICENSED STRUCTURAL PROFESSIONAL THE CONTRACTOR SHALL RETAIN A NEW YORK STATE LICENSED STRUCTURAL PROFESSIONAL ENGINEER TO DESIGN THE SEISMIC RESTRAINT AND TO PREPARE LAYOUT DRAWINGS OF THE TYPES, CONFIGURATIONS, LOCATIONS AND QUANTITIES OF REQUIRED SEISMIC RESTRAINT BRACES.

AutoCAD SHX Text

1. PREPARE AND SUBMIT LAYOUT DRAWINGS OF THE TYPES, CONFIGURATIONS AND NUMBER OF PREPARE AND SUBMIT LAYOUT DRAWINGS OF THE TYPES, CONFIGURATIONS AND NUMBER OF RESTRAINTS AND/OR BRACES REQUIRED BASED ON THE CONDITIONS, APPLICABLE CODES AND ON THE LIMITS OF SPECIFICATION SECTION 13 05 41. 2. THE SEISMIC RESTRAINT DESIGNER SHALL BE RESPONSIBLE FOR THE SELECTION OF THE THE SEISMIC RESTRAINT DESIGNER SHALL BE RESPONSIBLE FOR THE SELECTION OF THE ATTACHMENT HARDWARE AS REQUIRED TO ATTACH SNUBBERS/RESTRAINTS TO BOTH THE EQUIPMENT AND SUPPORTING STRUCTURE ON VIBRATION ISOLATED EQUIPMENT, OR TO DIRECTLY ATTACH EQUIPMENT TO THE BUILDING STRUCTURE FOR NON-ISOLATED EQUIPMENT. 3. THE CONTRACTOR SHALL FURNISH, TO THE SEISMIC RESTRAINT MANUFACTURER, A COMPLETE THE CONTRACTOR SHALL FURNISH, TO THE SEISMIC RESTRAINT MANUFACTURER, A COMPLETE SET OF APPROVED SHOP DRAWINGS OF ALL EQUIPMENT THAT IS TO BE RESTRAINED, FROM WHICH THE SELECTION AND DESIGN OF SEISMIC RESTRAINT DEVICES AND/OR ATTACHMENT HARDWARE WILL BE COMPLETED. THE SHOP DRAWINGS FURNISHED SHALL INCLUDE, AT A MINIMUM, BASIC EQUIPMENT LAYOUT, LENGTH AND WIDTH DIMENSIONS, AND INSTALLED OPERATING WEIGHTS OF THE EQUIPMENT RESTRAINED. 4. ALL PIPING AND DUCTWORK SHALL BE RESTRAINED TO MEET CODE REQUIREMENTS. AT A ALL PIPING AND DUCTWORK SHALL BE RESTRAINED TO MEET CODE REQUIREMENTS. AT A MINIMUM, THE SEISMIC RESTRAINT DESIGNER SHALL PROVIDE DOCUMENTATION ON MAXIMUM RESTRAINT SPACING FOR VARIOUS RESTRAINT SIZES AND ANCHORS, AS WELL AS " WORST CASE" REACTION LOADS FOR EACH RESTRAINT AND/OR ANCHOR SIZE. 5. THE CONTRACTOR SHALL ENSURE THAT ALL PROJECT HOUSEKEEPING PADS USED ARE THE CONTRACTOR SHALL ENSURE THAT ALL PROJECT HOUSEKEEPING PADS USED ARE ADEQUATELY REINFORCED AND ARE PROPERLY DOWELED TO THE BUILDING STRUCTURE SO AS TO WITHSTAND CALCULATED SEISMIC FORCES. IN ADDITION, THE SIZES AND THICKNESS OF THE HOUSEKEEPING PADS ARE TO BE COORDINATED WITH SEISMIC RESTRAINT MANUFACTURER TO ENSURE THAT ADEQUATE EDGE DISTANCES AND EMBEDMENT DEPTHS EXIST IN ORDER TO OBTAIN THE DESIRED EQUIPMENT ANCHOR CAPACITIES. 6. COMPLY WITH METAL DECKING SPECIFICATIONS LIMITS ON LOADS APPLIED TO ANY ONE COMPLY WITH METAL DECKING SPECIFICATIONS LIMITS ON LOADS APPLIED TO ANY ONE DECKING TAB.

AutoCAD SHX Text

37. ALL DIMENSIONS ARE TO FINISH FACE OF WALLS. 38. PATCH ALL EXISTING FIRE-RATED CONSTRUCTION WITHIN LIMITS OF WORK AREAS AS REQUIRED. FIRESTOP ALL PENETRATIONS, NEW OR EXISTING, IN FIRE-RATED CONSTRUCTION PENETRATIONS, NEW OR EXISTING, IN FIRE-RATED CONSTRUCTION AS REQUIRED TO MAINTAIN RATING. REFER TO LIFE SAFETY DRAWINGS FOR EXISTING FIRE-RATED PARTITIONS. 39. FIRE SEPARATIONS SHALL BE CONTINUOUS THROUGH ANY CONCEALED SPACE IN FLOOR OR FIRE SEPARATIONS SHALL BE CONTINUOUS THROUGH ANY CONCEALED SPACE IN FLOOR OR ROOF CONSTRUCTION. IF EXISTING FIRE RATED WALL CONSTRUCTION WITHIN THE SCOPE OF WORK PROJECT AREA LIMIT IS DISCOVERED TO HAVE A COMPROMISED RATING, WORK PROJECT AREA LIMIT IS DISCOVERED TO HAVE A COMPROMISED RATING, REPAIR THE WALL TO MAINTAIN INTENDED LEVEL OF FIRE PROTECTION. IF EXISTING FIRE RATED CONSTRUCTION OUTSIDE SCOPE OF WORK PROJECT AREA LIMIT IS DISCOVERED TO HAVE A COMPROMISED RATING, CONTRACTOR SHALL IMMEDIATELY BRING IT TO THE SHALL IMMEDIATELY BRING IT TO THE ATTENTION OF THE VA CFM OFFICE. 40. PATCH ANY PENETRATIONS IN EXISTING CONSTRUCTION TO REMAIN, FOUND OR CREATED DURING THE COURSE OF DEMOLITION SCOPE. PATCH REPAIRS SHALL MAINTAIN FIRE-RATED CONSTRUCTION ASSEMBLIES. 41. INFILL SLAB PENETRATIONS IN EXISTING CONSTRUCTION TO REMAIN, FOUND OR CREATED DURING THE COURSE OF DEMOLITION SCOPE AS REQUIRED AND PROVIDE AS REQUIRED FIREPROOFING OR FIRESTOPPING TO MAINTAIN A (2) HR FIRE RESISTANCE RATING. 42. CONTRACTOR TO CHALK OUT ALL PARTITION AND DOOR LOCATIONS FOR VA CFM OFFICE OR ARCHITECT'S REVIEW AND APPROVAL PRIOR TO INSTALLATION OF TRACKS / CMU PARTITIONS. 43. PROVIDE SEALANT AT ALL INTERIOR JOINTS, CREVICES, GAPS AND OPENINGS, IN ACCORDANCE WITH SCHEDULE IN SPECIFICATION. 44. GENERAL CONTRACTOR TO PROVIDE REQUIRED BLOCKING IN THE WALLS FOR PROPER SUPPORT AND FASTENING OF THE OF THE MILLWORK AND CASEWORK. 45. PATCH AND REPAIR ALL EXISTING FLOORING, WALL, AND CEILING FINISHES IMPACTED BY DEMOLITION AND CONSTRUCTION TO MATCH ADJACENT ADJACENT SURFACES. 46. DRAWINGS INCLUDE TYPICAL DETAILS THAT ARE NOT ALL CROSS-REFERENCED WITHIN THE SET, DUE TO GENERIC AND WIDESPREAD NATURE. DETAILS APPLY TO ALL CONSTRUCTION AS PROJECT CONDITIONS PRESENT THEMSELVES. 47. DRAWINGS OF BASE BUILDING CONDITIONS ARE BASED ON EXISTING BUILDING DRAWINGS AND LIMITED FIELD OBSERVATION. ACTUAL CONDITIONS MAY DIFFER FROM THOSE SHOWN. 48. VERIFY EXISTING CONSTRUCTION, CONDITIONS, SLAB / GRADE ELEVATIONS AND DIMENSIONS PRIOR TO THE FABRICATION AND INSTALLATION OF MATERIALS AND PRODUCTS. CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO THE VA CFM OFFICE / A/E PRIOR TO START OF WORK. COMMENCEMENT OF WORK IMPLIES ACCEPTANCE OF EXISTING CONDITIONS. 49. IF DOCUMENTS ARE AT VARIANCE WITH ONE ANOTHER, THE CONTRACTOR SHALL BASE HIS PROPOSAL ON THE BETTER QUALITY OR MORE EXPENSIVE OF THE CONDITIONS. ITEMS OR MORE EXPENSIVE OF THE CONDITIONS. ITEMS OR EQUIPMENT SPECIFIED UNDER ONE TRADE SHALL BE BINDING AS IF SPECIFIED UNDER ALL APPLICABLE TRADES. 50. VERIFY DRAWINGS ARE THE LATEST ISSUE PRIOR TO COMMENCING CONSTRUCTION. CONSTRUCTION. 51. IN CASE OF CONFLICT BETWEEN A/E'S DRAWINGS IN LOCATION OF MATERIALS / EQUIPMENT, NOTIFY THE VA CFM OFFICE / A/E IN WRITING PRIOR TO START OF WORK. 52. DIMENSIONS AND NOTES FOR A GIVEN CONDITION ARE TYPICAL FOR SIMILAR CONDITIONS, UNLESS OTHERWISE NOTED. 53. DO NOT SCALE DRAWINGS. CLARIFICATION OF INFORMATION REQUIRED BY CONTRACTOR WILL BE FURNISHED BY THE VA CFM OFFICE / A/E, UPON WRITTEN REQUEST. DIMENSIONS AND CONDITIONS SHOWN ON DRAWINGS SHALL BE VERIFIED AT THE SITE BY CONTRACTOR BEFORE ORDERING / FABRICATING ANY MATERIALS OR PERFORMING WORK. 54. DO NOT INTERRUPT UTILITIES SERVING EXISTING VAMC FACILITIES EXCEPT WHEN AUTHORIZED IN WRITING BY THE VA AND ALL AUTHORITIES HAVING JURISDICTION. PROVIDE AUTHORITIES HAVING JURISDICTION. PROVIDE TEMPORARY SERVICES DURING CONSTRUCTION ACTIVITIES AS ACCEPTABLE TO THE VA AND GOVERNING AUTHORITIES AS A PART OF BASE CONTRACT WORK. 55. NOTIFY ALL VA CFM OFFICE AND APPLICABLE PERSONS WITH OVERSIGHT OF UTILITIES AT LEAST 72 HOURS PRIOR TO START OF ANY OPERATION. OBTAIN NECESSARY PERMITS FROM APPROPRIATE GOVERNING AUTHORITIES, PRIOR TO THE DEMOLITION AND REMOVAL OF THE WORK ON THE SITE. PERMITS AND CERTIFICATIONS SHALL BE DELIVERED TO AND RETAINED PERMITS AND CERTIFICATIONS SHALL BE DELIVERED TO AND RETAINED RETAINED BY THE VA. 56. REMOVE AND LEGALLY DISPOSE OF ALL DEBRIS AND ADDITIONAL MATERIALS FROM SITE. 57. PROTECT AND BE RESPONSIBLE FOR ADJACENT STRUCTURES AND SPACES WITHIN AREA OF SPACES WITHIN AREA OF OPERATION UNDER THIS CONTRACT. ANY DAMAGE OR DISTURBANCE RESULTING FROM WORK DONE UNDER THIS CONTRACT SHALL BE PROMPTLY RESTORED, REPLACED OR REPAIRED AT NO ADDITIONAL COST TO THE VA. 58. ADEQUATELY BRACE AND PROTECT WORK DURING CONSTRUCTION AGAINST DAMAGED, BREAKAGE, COLLAPSE, DISTORTION, AND/OR MISALIGNMENT IN ACCORDANCE WITH APPLICABLE CODES, STANDARDS AND GOOD PRACTICES. WORK AND/OR CONSTRUCTION STANDARDS AND GOOD PRACTICES. WORK AND/OR CONSTRUCTION OPERATIONS SHALL NOT UNDERMINE THE STRUCTURAL INTEGRITY OF THE BUILDING. 59. MAINTAIN FOR THE ENTIRE LENGTH OF THE CONTRACT, EXITS, EXIT LIGHTING, FIRE PROTECTION DEVICES AND ALARMS TO CONFORM WITH VA REQUIREMENT. PROVIDE AND VA REQUIREMENT. PROVIDE AND MAINTAIN NECESSARY COVERINGS, BOARDS, TEMPORARY PARTITIONS AND DOORS / HARDWARE AS REQUIRED TO PROTECT EXISTING WORK, CONSTRUCTION AREAS, REQUIRED TO PROTECT EXISTING WORK, CONSTRUCTION AREAS, MATERIALS AND FINISHES TO REMAIN. 60. LOCATE DOOR OPENINGS 4" (FOUR INCHES) FROM ADJACENT PERPENICULAR WALL, UNLESS OTHERWISE NOTED. DOOR OPENINGS ADJACENT TO CASEWORK, MILLWORK, OR OTHER FIXED EQUIPMENT, SHALL BE FOUR INCHES FROM THE FACE OF EQUIPMENT, UNLESS OTHERWISE NOTED. 61. PROVIDE CONTROL JOINTS AT 25'-0" O.C. MAXIMUM FOR CMU AND GYPSUM BOARD PARTITIONS, UNLESS OTHERWISE NOTED. 62. VERIFY EXISTING COLUMN CENTERLINES, SIZES AND LOCATIONS PRIOR TO THE START OF WORK BRING ANY DISCREPANCIES TO THE VA CFM OFFICE / A/E'S ATTENTION PRIOR TO OFFICE / A/E'S ATTENTION PRIOR TO TO THE START OF WORK IN THAT AREA. 63. IN AREAS WHERE PREVIOUS DEMOLITION OR EXISTING CONDITIONS HAVE CAUSED UNEVENNESS OF THE FLOOR SLAB, CONTRACTOR SHALL PATCH AND LEVEL EXISTING SLAB TO MATCH ADJACENT SLAB CONSTRUCTION. COORDINATE WITH FINISH PLANS AND DETAILS. DETAILS. 64. SUB-FLOOR SHALL BE CLEAN AND FREE OF DUST, SOLVENTS, SEALERS, ADHESIVE RESIDUE, AND OTHER FOREIGN MATERIALS PRIOR TO FINISH FLOOR INSTALLATION. VERIFY ALL WALL AND FLOOR SUBSTRATES ARE ACCEPTABLE FOR FLOORING AND BASE APPLICATION. PREPARE SURFACE ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. SEE SPECIFICATIONS FOR FURTHER INFORMATION. 65. PATCH EXISTING AND NEW SURFACES TO MATCH ADJACENT IN A MANNER SUITABLE TO RECEIVE FINISHES. 66. PROVIDE LINTEL AT ALL DOOR LOCATIONS WITHIN A MASONRY WALL. SEE SHEETS AE601 & AE603 FOR LINTEL SCHEDULE AND DOOR DIMENSIONS. 67. ALL PARTITIONS TO BE TYPE Y6, UNLESS OTHERWISE NOTED. 68. WOOD MATERIALS SHALL BE FIRE RETARDANT-TREATED WOOD WHERE APPLICABLE. 69. REFER TO M/E/P DWGS. FOR ADDITIONAL SCOPE OF WORK. 70. ALL FIRE EXTINGUISHERS WILL BE AT LEAST 2.5 GALLON (PRESSURIZED WATER) IN SIZE. FIRE EXTINGUISHER CABINETS SHALL BE SIZED TO FIT 2.5 GALLON FIRE EXTINGUISHERS.

SPECIAL INSPECTION, MATERIAL TESTING

& STRUCTURAL OBSERVATION ITEMS

REQUIRED BY CHAPTER 17 OF THE 2018 IBC

INDICATE ITEMS REQUIRING SPECIAL INSPECTION, STRUCTURAL TESTING, OR STRUCTURAL OBSERVATIONS BY

CHECKING THE APPROPRIATE BOX. ALL ITEMS NOT REQUIRING INSPECTION/TESTING SHOULD BE REMOVED FROM

THE FORM. FOR ITEMS REQUIRING CONTINUOUS INSPECTION, A SPECIAL INSPECTOR MUST BE PRESENT ONSITE

DURING THE PERFORMANCE OF THAT TASK. IN MOST CASES “PERIODIC” INSPECTIONS/TESTS SHALL BE PERFORMED

PRIOR TO COMMENCING THE TASK, INTERMITTENTLY DURING THE TASK, AND AT THE COMPLETION OF THE TASK.

THE “DETAILED INSTRUCTIONS & FREQUENCY” PROVIDES A DESCRIPTION OF THE PRESUMED REQUIREMENTS FOR

TASKS REQUIRING “PERIODIC” INSPECTIONS. THE DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHOULD

REVISE THE REQUIREMENTS AS NEEDED ON A PROJECT-SPECIFIC BASIS.

Required In-plant □ Steel Construction □ Concrete Construction □ Wood Construction

Inspections □ Cold-formed Construction □ Other____________ □ Other : ________________

APPROVED FABRICATOR YES NO

FABRICATORS (IBC 1704.2.5)

UNAPPROVED FABRICATOR YES NO

FABRICATOR'S NAME YES

FABRICATOR'S PLANT LOCATION

ITEM COMMENTS

PRIOR TO WELDING (TABLE N5.4-1, AISC 360-16):

Verify welding procedures (WPS) and consumable certificates

Material Identification

Verify type and grade of material.

Welder identification

A system shall be maintained by which a welder who has welded a joint or member can be identified.

Fit-up groove welds

Verify joint preparation, dimensions, cleanliness, tacking, and backing.

Access holes

Verify configuration and finish.

Fit-up of fillet welds

Verify alignment, gaps at root, cleanliness of steel surfaces, and tack weld quality and location.

DURING WELDING (TABLE N5.4-2, AISC 360-16)

Use of qualified welders Verify that welders are appropriately qualified.

Control and handling of welding consumables

Verify packaging and exposure control.

Cracked tack welds

Verify that welding does not occur over cracked tack welds.

Environmental conditions

Verify win speed is within limits as well as precipitation and temperature.

WPS followed

Verify items such as settings on welding equipment, travel speed, welding materials, shielding gas type/flow rate, preheat applied, interpass temperature maintained, and proper position.

Welding techniques

Verify interpass and final cleaning, each pass is within profile limitations, and quality of each pass.

AFTER WELDING (TABLE N5.4-3, AISC 360-16):

Welds cleaned

Verify that welds have been properly cleaned.

Size, length, and location of welds

Welds meet visual acceptance criteria

Arc Strikes k-area

Backing & weld tabs removed

Repair activities

Document acceptance or rejection of welded joint/member

NONDESTRUCTIVE TESTING (SECTION N5.5, AISC 360-16):

CJP welds (Risk Cat. II)

Ultrasonic testing shall be performed on 10% of CJP groove welds in butt, T- and corner joints subject to transversely applied tension loading in materials

5/16- inch thick or greater. Testing rate must be increased if > 5% of welds tested have unacceptable defects.

CJP welds (Risk Cat. III or IV) A reduction in the rate of ultrasonic testing is allowed

Access holes (flange > 2”)

Welded joints subject to fatigue

PRIOR TO BOLTING (TABLE N5.6-1, AISC 360-16):

» Not required if only snug-tight joints are specified [per Section N5.6(1) of AISC

360-10].

Certifications of fasteners

Fasteners marked

Verify that fasteners have been marked in accordance

Proper fasteners for joint

Verify grade, type, and bolt length if threads are excluded from the shear plane.

Proper bolting procedure Verify proper procedure is used for the joint detail.

Connecting elements

Verify appropriate faying surface condition and hole preparation, if specified, meet requirements.

Pre-installation verification testing

Observe and document verification testing by installation personnel for fastener assemblies and methods used.

Proper storage

Verify proper storage of bolts, nuts, washers, and other fastener components.

DURING BOLTING (TABLE N5.6-2, AISC 360-16):

» Not required if only snug-tight joints are specified [per Section N5.6(1) of AISC 360-16].

» Not required for pretensioned joints using turn-of-the-nut method with match-marking, direct-tension-indicators, or twist-off type tension control method [per Section N5.6(2) of

AISC 360-16].

Fastener assemblies

Verify that fastener assemblies are of suitable condition, paced in all holes, and washers are positioned as required.

Snug-tight prior to pretensioning

Verify that joints are brought to snug-tight condition prior to pretensioning operation.

N/A

Fastener component

Verify that fastener component is not turned by wrench prevented from rotating.

Pretensioned fasteners

Verify that fasteners are Pretensioned in accordance with RCSC Specification, progressing systematically from the most rigid point toward the free edges.

N/A

AFTER BOLTING (TABLE N5.6-3, AISC 360-16):

Document acceptance or rejection of bolted connections

Document acceptance or rejection of bolted connections

OTHER STEEL…