VA263-17-R-1144-023.pdf

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FENCE

LINE

M

IN

N E H A H A

A V E S O U T H

(T .H .5

E S OF

A

E R I C

U N I

D

S TA T

VFO

P

S

F

NARETE

30 x 42

G

L

O

618-16-111

Project Title

V.A. MEDICAL CENTER

ONE VETERANS DRIVE

MINNEAPOLIS, MN 55417

REGISTRATION NUMBER:

Office of Facilities

Management Drawing Scale

Plot Scale

Drawing Title

Approved: Division Chief

Approved: Service Director

Building Number

Checked Drawn

Location

Date

Project No.

DRAWING NO.

o n e -e ig h th i n c f t

-q u a rt r in re s

-h lf i n d n

TRUE NORTH

PLAN NORTH

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BE RESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TO

THE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS & CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THE RESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENING SHALL BE DONE BY THE RESPECTIVE SUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLED

BY THE VARIOUS SUBCONTRACTORS.

I HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION OR REPORT WAS

PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY

LICENSED ARCHITECT UNDER

THE LAWS OF THE STATE OF MINNESOTA

DEPARTMENT OF VETERANS AFFAIRS

MINNEAPOLIS, MN. MEDICAL CENTER

END USER:

1969 UNION:

3669 UNION:

APPROVED BY: DATE

LOCATION MAP: MPLS VAMC

ENGINEERING PROJECT CHIEF:

ENGINEERING DIRECTOR:

C rs \s tr m k \D ts

\3

B

.r v

/9

/2

:2

:4

1322 - G-001

TW DRE

EXPAND OUTPATIENT MENTAL HEALTH

COVER SHEET

GENERAL

05-05-2017

DWG. 1 OF 94

ISSUED FOR CONSTRUCTION

PROJECT LOCATION

BLDG 70

SHEET INDEX

1322- FX100 FIRE SUPPRESSION RENOVATION PLAN 58

PLUMBING

1322- P-001 SYMBOLS, ABBREVIATIONS, NOTES AND LEGENDS 59

1322- PD105 DEMO PLUMBING PLAN - BASEMENT LEVEL INTERSTITIAL AREA K 60

1322- PD110 DEMO PLUMBING PLAN - LEVEL 1 AREA K 61

1322- PD115 DEMO PLUMBING PLAN - LEVEL 1 INTERSTITIAL AREA K 62

1322- P-105 PLUMBING PLAN - BASEMENT LEVEL INTERSTITIAL AREA K 63

1322- P-110 PLUMBING PLAN - LEVEL 1 AREA K 64

1322- P-115 PLUMBING PLAN - LEVEL 1 INTERSTITIAL AREA K 65

1322- P-401 ENLARGED PLUMBING PLANS AND RISERS 66

1322- P-501 STANDARD DETAILS AND SCHEDULES 67

MECHANICAL

1322- H-001 MECHANICAL ABBREVIATIONS AND LEGEND 68

1322- HD105 DEMOLITION HVAC PLAN - BASEMENT INTERSTITIAL 69

1322- HD110 DEMOLITION HVAC PLAN - LEVEL 1 AREA K 70

1322- HD115 DEMOLITION HVAC PLAN - LEVEL 1 INTERSTITIAL AREA K 71

1322- HD401 DEMOLITION ENLARGED PLAN & SECTION 72

1322- H-110 HVAC PLAN - LEVEL 1 AREA K 73

1322- H-115 HVAC PLAN - LEVEL 1 INTERSTITIAL AREA K 74

1322- H-401 ENLARGED PLANS - LEVEL 1 75

1322- H-501 DETAILS 76

1322- H-601 SCHEDULES 77

ELECTRICAL

1322- E-001 ELECTRICAL LEGEND AND ABBREVIATIONS 78

1322- ED110 LIGHTING DEMOLITION PLAN - LEVEL 1 AREA K 79

1322- ED210 POWER DEMOLITION PLAN - LEVEL 1 AREA K 80

1322- ED310 TELECOMMUNICATIONS DEMOLITION PLAN - LEVEL 1 AREA K 81

1322- E-110 LIGHTING PLAN - LEVEL 1 AREA K 82

1322- E-115 LIGHTING PLAN - LEVEL 1 INTERSTITIAL AREA K 83

1322- E-210 POWER PLAN - LEVEL 1 AREA K 84

1322- E-215 POWER PLAN - LEVEL 1 INTERSTITIAL AREA K 85

1322- E-310 TELECOMMUNICATIONS PLAN - LEVEL 1 AREA K 86

1322- E-315 TELECOMMUNICATIONS PLAN - LEVEL 1 INTERSTITIAL AREA K 87

1322- E-400 ENLARGED PLANS AND DETAILS 88

1322- E-401 ENLARGED PLANS AND DETAILS 89

1322- E-402 ELECTRICAL DETAILS 90

1322- E-500 INTERSTITIAL SECTIONS AND DETAILS 91

1322- E-601 PANELBOARD SCHEDULES 93

1322- E-600 LIGHT FIXTURE SCHEDULE 93

1322- E-602 PANELBOARD SCHEDULES 94

Grand total: 95

I-505 Unnamed

1322 - G-001 COVER SHEET 1

1322 - G-002 STANDARD ABBREVIATIONS AND SYMBOL LEGEND 2

1322 - G-003 GENERAL NOTES AND CODE ANALYSIS 3

1322 - G-004 AREA K FIRST FLOOR LIFE SAFTEY PLAN 4

1322 - G-005 AREA K - FIRST FLOOR PHASING PLAN 5

1322 - G-006 TYPICAL FIXTURE AND ACCESSORY MOUNTING HEIGHT LEGEND 6

STRUCTURAL

1322- S-010 GENERAL STRUCTURAL NOTES 7

1322- S-011 GENERAL STRUCTURAL NOTES 8

1322- S-012 SPECIAL INSPECTIONS AND TESTING REQUIREMENTS 9

1322- S-020 STRUCTURAL ABBREVIATIONS 10

1322- S-100 FOUNDATION PLAN - LEVEL 0 AREA K 11

1322- S-110 FLOOR FRAMING PLAN - LEVEL 1 AREA K 12

1322- S-115 INTERSTITIAL FLOOR FRAMING PLAN - LEVEL 1 AREA K 13

1322- S-120 FLOOR FRAMING PLAN - LEVEL 2 AREA K 14

1322- S-500 SECTIONS AND DETAILS 15

1322- S-501 SECTIONS AND DETAILS 16

ARCHITECTURAL

1322 - AD110 AREA K FIRST FLOOR DEMOLITION PLAN 17

1322 - AD115 AREA K FIRST FLOOR INTERSTITIAL DEMOLITION PLAN 18

1322 - AD120 AREA K SECOND FLOOR DEMOLITION PLAN 19

1322 - AD400 DEMOLITION ELEVATIONS 20

1322 - AD401 REFERENCE DETAILS 21

1322 - A-110 AREA K FIRST FLOOR PLAN 22

1322 - A-111 AREA K REFLECTED CEILING PLAN 23

1322 - A-115 AREA K FIRST FLOOR INTERSTITIAL FLOOR PLAN 24

1322 - A-120 AREA K SECOND FLOOR PLAN 25

1322 - A-400 AREA K FIRST FLOOR NW SECTOR FLOOR PLAN 26

1322 - A-401 AREA K FIRST FLOOR NE SECTOR FLOOR PLAN 27

1322 - A-402 AREA K FIRST FLOOR SW SECTOR FLOOR PLAN 28

1322 - A-403 AREA K FIRST FLOOR SE SECTOR FLOOR PLAN 29

1322 - A-404 ENLARGED FLOOR PLANS 30

1322 - A-405 AREA K FIRST FLOOR NW CEILING PLAN 31

1322 - A-406 AREA K FIRST FLOOR NE CEILING PLAN 32

1322 - A-407 AREA K FIRST FLOOR SW CEILING PLAN 33

1322 - A-408 AREA K FIRST FLOOR SE CEILING PLAN 34

1322 - A-410 ENLARGED SECTIONS 35

1322 - A-411 MILLWORK SECTIONS 36

1322 - A-500 DETAILS 37

1322 - A-501 INTERIOR ELEVATIONS 38

1322 - A-502 INTERIOR ELEVATIONS 39

1322 - A-590 TYPICAL PENETRATION DETAILS 40

1322 - A-602 DOOR TYPE DIAGRAMS 41

1322 - A-603 WALL TYPES 42

INTERIORS

1322 - ID110 AREA K FIRST FLOOR FLOORING REMOVAL PLAN 43

1322 - ID111 AREA K FIRST FLOOR CEILING REMOVAL PLAN 44

1322 - I-110 AREA K FLOOR FINISH PLAN 45

1322 - I-112 AREA K FURNITURE PLAN 46

1322 - I-113 AREA K FIRST FLOOR SIGNAGE PLAN 47

1322 - I-114 AREA K CEILING FINISH PLAN 48

1322 - I-501 SIGNAGE SCHEDULE 49

1322 - I-502 SIGNAGE DETAILS 50

1322 - I-503 SIGNAGE DETAILS 51

1322 - I-504 SIGNAGE DETAILS 52

1322 - I-601 INTERIOR FINISH LEGEND 53

1322 - I-602 ROOM FINISH SCHEDULE 54

FIRE ALARM

1322- FAD100 FIRE ALARM DEMOLITION PLAN 55

1322- FA100 FIRE ALARM RENOVATION PLAN 56

FIRE SUPPRESSION

1322- FXD100 FIRE SUPPRESSION DEMOLITION PLAN 57

DESCRIPTION DATE

1 2

10E

CORRIDOR

C2

DRAWING BLOCK TITLE

1 1/2" = 1'-0"

C4 1 1/2'1/2'0 1'

A-201

A4

0 16'8'4'

A2

A-202

BC

A-512

D2

CL

FEC

CG

NORTH

DETAIL NUMBER

SHEET WHERE REF.

SHEET WHERE DRAWN

A3.1 A4.3

1304-GXXX

SHEETDRAWING SET

SHEET NAMING CONVENTION

DISCIPLINE

FIRE RESISTIVE RATED LINE, 4 HOUR

DEMOLITION LINE

ELEVATION INDICATOR

CENTER LINE INDICATOR

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-RATED, SMOKE BARRIER LINE, 1 HOUR

FIRE-RATED, SMOKE BARRIER LINE, 2 HOUR

FIRE-RATED, SMOKE BARRIER LINE, 4 HOUR

HIDDEN FEATURES LINE

NEW LINE

PROPERTY LINE

SMOKE BARRIER LINE

BREAK, ROUND (USER DEFINES SIZE)

BREAK, STRAIGHT (SEE SECTION INDICATORS,

BUILDING, WITH BREAK STANDARDS)

DETAIL INDICATOR

DETAIL INDICATOR FOR SMALL CONDITIONS

DIMENSION LINE

DOOR OPENING IDENTIFIER

DRAWING BLOCK TITLE, TYPICAL

ELEVATION INDICATOR, EXTERIOR

ELEVATION INDICATOR, INTERIOR, MULTIPLE VIEW

ELEVATION INDICATOR, INTERIOR, SINGLE VIEW

ARCHITECTURAL SYMBOLS

CENTER LINE

FURNITURE, FIXTURE, & EQUIPMENT INDICATOR

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

FIRE-RATED, SMOKE BARRIER LINE, 3

HOUR

ROOM NAME AND NUMBER

COLUMN GRID

KEYNOTE

WALL OR PARTITION

TYPE

FIRE EXTINGUISHER

CABINET

CORNER GUARD

NORTH ARROW

MATERIALS LEGEND

EXISTING

CONSTRUCTION TO

REMAIN

EXISTING

BE REMOVED

NEW

CONSTRUCTION

CONCRETE

EARTH

BASE

COURSE

RIGID

INSULATION

BATT

V V ITEM - VA SUPPLIED &

INSTALLED

VC ITEM - VA SUPPLIED &

CONTRACTOR INSTALLED

CC ITEM - CONTRACTOR

SUPPLIED & INSTALLED

BUILDING SECTION INDICATOR

LEAD LINED WALL

NOTE:

1. THE LEGENDS ON THIS SHEET ARE COMPRISED OF STANDARD SYMBOLS AND ARE PERTINENT

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

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

DRAWINGS TO INDICATE SPECIFIC CONDITIONS IN LIEU OF SYMBOLS SHOWN ON THIS SHEET.

n i n n

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BE RESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TO

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS & CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THE RESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENING SHALL BE DONE BY THE RESPECTIVE SUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLED

PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY

:5

12" = 1'-0"

1322 - G-002

STANDARD ABBREVIATIONS AND SYMBOL LEGEND

05-05-2017 DWG. 2 OF 94

T&G TONGUE AND GROOVE

T&M TIME AND MATERIALS

TB THROUGH BOLT OR TOWEL BAR

TC TOP OF CURB

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 THICK

THOLD THRESHOLD

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

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOS TOP OF SLAB

TOSHP TOP OF STEEL HIGH POINT

TOSLP TOP OF STEEL LOW POINT

TOSMP TOP OF STEEL MIDPOINT

TOSTL TOP OF STEEL

TOW TOP OF WALL

TPD TOILET PAPER DISPENSER

TPH TOILET PAPER HOLDER

TR TOWEL RACK

TRANS TRANSOM

TRANS WD FIN TRANSPARENT WOOD FINISH

TRTD TREATED

TS TENSILE STRENGTH OR TUBE STEEL

TSTAT THERMOSTAT

TV TELEVISION

TW TOP OF WALL

TYP TYPICAL

U HEAT TRANSFER COEFFICIENT

UC UNDERCUT

UCD UNDERCUT DOOR

UGND UNDERGROUND

UL UNDERWRITERS LABORATORIES

ULT ULTIMATE

UNFIN UNFINISH

UNO UNLESS NOTED OTHERWISE

UON UNLESS OTHERWISE NOTED

UPS UNINTERRUPTIBLE POWER SUPPLY

UTIL UTILITY

UV ULTRAVIOLET

V VOLT

VAC VACUUM

VAR VARIES

VCT VINYL COMPOSITION TILE OR 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 VINYL WALL COVERING

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

WL WIND LOAD

WLD WELDED

WM WIRE MESH

WP WATERPROOFING

WPD WATER PRESSURE DROP

WPM WATERPROOF MEMBRANE

WR WATER RESISTANT

WS WEATHERSTRIP

WSCT WAINSCOT

WT WEIGHT

WWF WELDED WIRE FABRIC

X BRACE CROSS BRACE

XPS EXTRUDED POLYSTYRENE BOARD

(INSULATION

YD YARD

YR YEAR

RAD RADIATOR OR RADIUS

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

REBAR REINFORCING BAR

REC RECESSED

RECD RECEIVED

RECPT RECEPTABLE

RECT RECTANGLE

REF REFER OR REFERENCE

REFR REFRIGERATION REFRACTORY OR

REFRACTORY REFRIGERATION

REG REGISTER

REINF REINFORCING

REINF REINFORCE

RELOC RELOCATED

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

RFVC RECESSED FIRE VALVE CABINET

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

SAB SOUND ATTENUATION BLANKET

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

SED STANDARD EMBASSY DESIGN

SEG SEGMENT

SEL SELECT

SEP SEPARATE

SF SQUARE FEET

SFTWD SOFTWOOD

SGD SLIDING GLASS DOOR

SGL SINGLE

SHR SHOWER

SHR HD SHOWER HEAD

SHRD SHOWER DRAIN

SHT SHEET

SHT MTL FLASH SHEET METAL (FLASHING)

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

SMS SHEET METAL SCREW

SND SANITARY NAPKIN DISPENSER

SND INS SOUND INSULATION

SNDU SANITARY NAPKIN DISPOSAL UNIT

SOG SLAB ON GRADE

SP STAND PIPE

SPEC SPECIFICATION

SPKLR SPRINKLER

SPKR SPEAKER

SPLY SUPPLY

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SS SANITARY SEWER OR SERVICE SINK OR

STAINLESS STEEL

ST STAIRS OR STREET

STA STATION

STC SOUND TRANSMISSION CLASS

STD STANDARD

STIFF STIFFENER

STL STEEL

STL JST STEEL JOIST

STL LNTL STEEL LINTEL

STL PL STEEL PLATE

STL RF DK STEEL ROOF DECK

STL TB STEEL TUBE

STL TR STEEL TRUSS

STNLS STAINLESS

STOR STORAGE

STR STRINGERS

STRUC STRUCTURAL

STRUCT STRUCTURAL

STRUCT STL STRUCTURAL STEEL

SUB SUBSTITUTE

SURF SURFACE

SUSP SUSPENDED

SUSP CLG SUSPENDED CEILING

SV SHEET VINYL

SW SWITCH

SWDR SWING DOOR

SYM SYMMETRICAL

SYM SYMBOL

SYNTH SYNTHETIC

SYS SYSTEM

T TREAD

T&B TOP AND BOTTOM

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

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NR NOISE REDUCTION

NRC NOISE REDUCTION COEFFICIENT

NRCA NATIONAL ROOFING CONTRACTORS

NRP NONREMOVABLE

NS NARROW STILE

NTE NOT TO EXCEED

NTS NOT TO SCALE

NUM NUMERAL

NWC NORMAL WEIGHT CONCRETE

O OXYGEN

O/O OUTSIDE TO OUTSIDE

OA OUTSIDE AIR OR OVERALL

OC ON CENTER, OVER HANG, OVER HEAD

OCC OCCUPY

OCT OCTAGON

OD OUTSIDE DIMENSION OUTSIDE DIAMETER

OF/CI OWNER FURNISHED, CONTRACTOR

OF/OI OWNER FURNISHED, OWNER INSTALLED

OF/OI OWNER FURNISHED/OWNER INSTALLED

OFD OVERFLOW DRAIN

OFF OFFICE

OH OPPOSITE HAND

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

OTS OPEN TO STRUCTURE

OUT OUTLET

OVHD OVERHEAD

OZ OUNCE

PAR PARALLEL OR PARAPET

PARA PARAGRAPH

PART PARTIAL

PAT PATTERN

PB PUSHBUTTON

PBD PARTICLEBOARD

PC PRECAST CONCRETE, PIECE,

POLYCARBONATE OR PORTLAND CEMENT

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

PD PLANTER DRAIN

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

PLUMB PLUMBING

PLYWD PLYWOOD

PMTL PAINTED METAL

PNEU PNEUMATIC

PNL PANEL

PNT PAINT

PO PURCHASE ORDER OR POST OFFICE

POL POLISHED

POLY POLYETHYLENE (PLASTIC)

POLYISO POLYISOCYANURATE

PORT CEM PORTLAND CEMENT

PR PAIR

PRCST PRECAST

PREFAB PREFABRICATED

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, POINT, OR

PRESSURE TREATED

PTD PAINTED OR 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

HQ HEADQUARTERS

HR HOUR

HS HEAT-STRENGTHENED (GLASS) OR HIGH

STRENGTH

HSE HOUSE

HSKPG HOUSEKEEPING

HST HOIST

HT HEIGHT

HTR HEATER

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

IN INCH

INCL INCLUDED

IND INDEPENDENT OR INDUSTRIAL

INFO INFORMATION

INSUL INSULATION

INT INTERIOR

INTERCOM INTERCOMMUNICATION

INTL INTERNATIONAL

IRMA INVERTED ROOF MEMBRANE ASSEMBLY

IWH INSTANTANEOUS WATER HEATER

J-BOX JUNCTION BOX

JAN JANITOR

JT JOINT

K KIPS (1,000 LB)

KD KILN DRIED OR KNOCKED DOWN

KIT KITCHEN

KO KNOCK OUT

KPL KICK PLATE

KS KNEE SPACE

KSF KIPS PER SQUARE FOOT

L ANGLE

LAB LABORATORY

LAD LADDER

LAM LAMINATE

LAM GL LAMINATED GLASS

LAU LAUNDRY

LAV LAVITORY

LB POUND (WIEGHT)

LBR LUMBER

LBS POUND

LD BRG LOAD-BEARING

LDR LEADER

LED LIGHT EMITTING DIODE

LF LINEAL FOOT

LG LONG

LH LEFT HAND

LHR LEFT HAND REVERSE OR LATENT HEAT

RATIO

LIB LIBRARY

LIN LINEAR, LINEAL

LINO LINOLEUM

LIQ LIQUID

LKR LOCKER

LKR RM LOCKER ROOM

LKWASH LOCKWASHER

LL LEAD LINED, LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LMST LIMESTONE

LNDSCP LANDSCAPE

LOC LOCATION

LP LOW POINT

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 LIGHT WEIGHT CONCRETE

LWC LIGHTWEIGHT CONCRETE

LWIC LIGHTWEIGHT INSULATING CONCRETE

LYR LAYER

MACH MACHINE

MACH RM MACHINE ROOM

MAINT MAINTENANCE

MAN MANUAL

MAS MASONRY

MATL MATERIAL

MATV MASTER ANTENNA TELEVISION SYSTEM

MAX MAXIMUM

MB MACHINE BOLT

MCB METAL CORNER BEAD

MD DECK

MDO MEDIUM DENSITY OVERLAY

ME MECHANICAL ENGINEER

MEAS MEASURE

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MED MEDIUM OR 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 MINIMUM, MINUTE

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

MSL MEAN SEA LEVEL

MTD MOUNTED

MTG MOUNTING

EW EACH WAY

EWC ELECTRIC WATER COOLER

EWS EYE WASH STATION

EXH EXHAUST

EXIST EXISTING

EXP EXPOSED

EXP BOLT EXPANSION BOLT

EXST GR EXISTING GRADE

EXT EXTERIOR, EXTERNAL, OR EXTINGUISHER

EXT GR EXTERIOR GRADE

F FAHRENHEIT OR FEMALE

FA FIRE ALARM

FAB FAC

FAC FACTOR

FACIL FACILITY

FAS FASCIA

FAS BD FASCIA BOARD

FAU FORCED AIR UNIT

FCO FLOOR CLEANOUT

FCTY FACTORY

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FDN FOUNDATION

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FACE, FINISH FLOOR

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

FLOUR FLOURESCENT

FLR FLOOR

FLR FIN FLOOR FINISH

FLR SK FLOOR SINK

FLUOR FLUORESCENT

FLUOR FIX FLUORESCENT FIXTURE

FM FACTORY MUTUAL

FM-G FACTORY MUTUAL GLOBAL

FNDN FOUNDATION

FO FACE OF, 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 REINFORCED PLASTIC

FRZ FREEZER

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET

FTG FOOTING

FURG FURRING

FURN FURNISH OR FURNITURE

FUT FUTURE

FVC FIRE VALVE CABINET

FWC FABRIC WALLCOVERING

GA GAUGE

GAL GALLON

GALV GALVANIZED

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

GND GROUND

GR GRADE

GR FL GROUND FLOOR

GRAN GRANITE

GRG GLASS REINFORCED GYPSUM

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 BIB

HC HOLLOW CORE

HCWD HOLLOW CORE WOOD DOOR

HD HEAD

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, HOLLOW METAL

HMD HOLLOW METAL DOOR

HMDF HOLLOW METAL DOOR AND FRAME

HMF HOLLOW METAL FRAME

HNDRL HANDRAIL

HO HOLD OPEN

HOR HORIZONTAL

HORIZ HORIZONTAL

HOSP HOSPITAL

HP HIGH PRESSURE OR HORSEPOWER

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

CIRCLE CLASS A DOOR

CJ CONTROL JOINT

CL CENTER LINE

CLDG CLADDING

CLG CEILING

CLG HT CEILING HEIGHT

CLR CLEAR

CM CONSTRUCTION MANAGEMENT

cm³ CUBIC CENTIMETER cm² SQUARE CENTIMETER

CMU CONCRETE MASONRY UNIT

CNR CORNER

CNTR COUNTER

CO CARBON MONOXIDE, CERTIFICATE OF

OCCUPANCY, CLEANOUT, OR COMPANY

COL COLUMN

COM COMMON

COMB COMBINATION, COMBINED

COMM COMMUNICATIONS

COMP COMPONENT

CONC CONCRETE

CONC FLR CONCRETE FLOOR

COND CONDENSER OR CONDITION

CONF CONFERENCE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE

CORR CORRIDOR

CO₂ CARBON DIOXIDE

CPM CRITICAL PATH METHOD

CPRS COMPRESSIBLE

CPT CARPET

CRS COLD ROLLED STEEL

CRSI CONCRETE REINFORCING STEEL

INSTITUTE

CSB CONCRETE SPLASH BLOCK

CSG CASING

CSI CONSTRUCTION SPECIFICATIONS

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

CW CURTAIN WALL

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 DIAGRAM DIAGONAL

DIFF DIFFERENCE OR DIFFUSER

DIM DIMENSION

DIR DIRECTION

DISP DISPENSER

DIST DISTANCE

DIV DIVIDE OR DIVISION

DL DEAD LOAD

DN DOWN

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 DOWN SPOUT

DSGN DESIGN

DTL DETAIL

DW DISHWASHER

DWG DRAWING

DWGS DRAWINGS

DWLS DOWELS

DWTR DUMBWAITER

E EAST

E LABEL CLASS E DOOR

EA EACH

EFF EFFICIENCY

EFS EXTERIOR FINISH SYSTEM

EIFS EXTERIOR INSULATION FINISH SYSTEM

EIFS EXTERIOR INSULATION AND FINISH

SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELAST ELASTOMERIC

ELEC 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

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AAMA AMERICAN ARCHITECTURAL

MANUFACTURERS ASSOCIATION

AB ANCHOR BOLT

ABA ARCHITECTURAL BARRIERS ACT

ABC AGGREGATE BASE COURSE

ABO ADDITIVE BID OPTION

AC ASBESTOS CEMENT OR ASPHALTIC

ACC ACCESSORY

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

ADB AUTOMATIC DOOR BOTTOM

ADC AUTOMATIC DOOR CLOSER

ADD ADDENDUM

ADDL ADDITIONAL

ADDN ADDITION

ADH ADHESIVE

ADJ ADJACENT, ADJOINING, OR ADJUSTABLE

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FLOOR FINISH

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

ALT ALTERNATE

ALT ALTERNATE

ALT NO ALTERNATE NUMBER

ALUM ALUMINUM

AMP AMPERE

AMT AMOUNT

ANOD ANODIZED

ANSI AMERICAN NATIONAL STANDARDS

ANT ANTENNA

APA AMERICAN PLYWOOD ASSOCIATION

APPD APPROVED

APPROX APPROXIMATE

APT APARTMENT

AR AS REQUIRED

ARCH ARCHITECT, ARCHITECTURAL

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

AWPA AMERICAN WOOD PRESERVERS'

AWS AMERICAN WELDING SOCIETY

AWT ACOUSTICAL WALL TREATMENT

B LABEL CLASS B DOOR

B PL BASE PLATE

BALC BALCONY

BAT BATTEN

BB BULLETIN BOARD

BB BOARD FEET (FOOT)

BD BOARD

BD FT BOARD FEET (FOOT)

BEV BEVEL

BG BUMPER GUARD

BHMA BUILDER'S HARDWARE MANUFACTURER'S

BI FLD DR BIFOLDING DOORS

BITUM BITUMINOUS

BKG BACKING

BL BUILDING LINE

BLD BUILD

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BLKT BLANKET

BLVD BOULEVARD

BM BEAM

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

BU ROD BACK UP ROD

BUR BUILT-UP ROOF

C CELSIUS CHANNEL

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 CONCRETE BACKER BOARD

CC CUBIC CENTIMETER

CCTV CLOSED CIRCUIT TELEVISION

CCW COUNTERCLOCKWISE

CD CONSTRUCTION DOCUMENTS OR

CONTRACT DOCUMENTS

CEM CEMENT

CEM CEMENT

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CUBIC FOOT, CONTRACTOR FURNISHED

CF/CI CONTRACTOR FURNISHED CONTRACTOR

CF/OI CONTRACTOR FURNISHED/OWNER

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL FRAMING

CFS CUBIC FEET PER SECOND

CG CENTER OF GRAVITY, CORNER GUARD

ARCHITECTURAL ABBREVIATIONS

n i n n

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BE RESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TO

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS & CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THE RESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENING SHALL BE DONE BY THE RESPECTIVE SUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLED

PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY

1322 - G-003

GENERAL NOTES AND CODE ANALYSIS

05-05-2017 DWG. 3 OF 94

1 THE CONTRACTING OFFICER SHALL HAVE NO RESPONSIBILITY FOR THE DISCOVERY, PRESENCE, HANDLING, REMOVAL, DISPOSAL, OR EXPOSURE OF PEOPLE TO HAZARDOUS MATERIALS IN ANY

FORM, INCLUDING, BUT NOT LIMITED TO, ASBESTOS PRODUCTS, OR OTHER TOXIC SUBSTANCES.

2 THERE IS NO KNOWN ASBESTOS AND LEAD PAINT IN THE BUILDING. ASBESTOS AND LEAD PAINT

REMEDIATION IS NOT IN THE PROJECT SCOPE OF WORK.

1 MAINTAIN PROJECT IN ACCORDANCE WITH THE SAFETY STANDARDS REQUIRED BY LAW.

2 CONDUCT CLEANING AND DISPOSAL OPERATIONS TO COMPLY WITH LOCAL, STATE AND FEDERAL

REGULATIONS.

3 PROVIDE ON-SITE DUMP CONTAINERS FOR COLLECTION OF WASTE AND DAILY CLEAN UP REFUSE

AND RUBBISH. MAINTAIN SITE IN AN ORDERLY, CLEAN AND SAFE CONDITION AT ALL TIMES.

4 UPON COMPLETION OF WORK, REMOVE WASTE MATERIALS, RUBBISH, SURPLUS MATERIALS,

EQUIPMENT, MACHINERY, TEMPORARY FACILITIES AND CONTROLS. LEAVE ALL SURFACES IN

PERFECTLY CLEAN AND UNSOILED CONDITIONS.

5 CORDINATE WITH CONTRACTING OFFICER FOR AN INFECTON CONTROL RISK ASSESMENT (ICRA).

CONTRACTOR SHALL FOLLOW AND ENFORCE WITH ALL SUBTRADES THE REQUIREMENTS FOR

CLEANLINESS SET FORTH IN THE ICRA.

GENERAL NOTES

1 DEMOLITION AND REMOVAL WORK SHALL BE DONE WITH DUE CARE, INCLUDING BRACING, ETC.

PERFORM PATCHING AND RESTORATION AS REQUIRED TO REMEDY AND RESTORE SUCH

DAMAGED PARTS EQUAL TO ADJACENT AREA.

2 CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER FOR ALL ITEMS SALVAGED

BUT NOT REUSED.

3 THE CONTRACTOR SHALL REMOVE ALL WORK AS INDICATED ON THE CONSTRUCTION DRAWING.

4 THE CONTRACTOR SHALL KEEP DUST TO A MINIMUM BEFORE AND DURING REMOVAL FROM THE

PREMISES, AS APPLICABLE.

5 EXISTING ELECTRIC AND TELECOMMUNICATIONS OUTLETS INTERFERING WITH NEW WORK SHALL

BE REMOVED OR RELOCATED AS NOTED BY THE CONTRACT DOCUMENTS. ITEMS NOT NOTED

SHALL BE REMOVED OR RELOCATED AS DIRECTED BY THE CONTRACTING OFFICER.

6 PROMPTLY REPAIR DAMAGES CAUSED TO ADJACENT AREAS BY DEMOLITION OPERATION AT NO

COST TO THE CONTRACTING OFFICER.

7 ANY DISCREPANCY FOUND ON DRAWINGS AND FIELD CONDITION SHALL BE BROUGHT TO THE

ATTENTION OF THE CONTRACTING OFFICER PRIOR TO PROCEEDING WITH THE WORK IN

QUESTION.

8 COORDINATE WITH THE CONTRACTING OFFICER ALL WORK WHICH WILL AFFECT THE TENANTS ON

ADJACENT FLOORS OR SPACES.

9 COORDINATE CEILING REMOVAL WITH ALL TRADES AS REQUIRED WITH CONSTRUCTION PLAN.

10 UNLESS NOTED OTHERWISE, ALL DEMOLITION MATERIAL IS TO BE LEGALLY DISPOSED OF IN

ACCORDANCE WITH THE SPECIFICATIONS. THE CONTRACTING OFFICER RESERVES THE RIGHT

AND SHALL BE GIVEN THE OPPORTUNITY TO CLAIM ITEMS WHETHER OR NOT THOSE ITEMS WERE

SPECIFICALLY NOTED FOR REMOVAL, RELOCATION, OR AS RETURNED TO CONTRACTING

OFFICER.

11 PROTECT FROM DEMOLITION AND RECONSTRUCTION DEBRIS, ALL "EXISTING TO REMAIN"

FIXTURES, FINISHES, EQUIPMENT, ETC. REQUIRED TO REMAIN IN PLACE DURING CONSTRUCTION.

12 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DEMOLITION REQUIRED FOR THE INSTALLATION

OF NEW CONSTRUCTION AND AS NECESSARY TO FULFILL THE PURPOSE AND INTENT OF THE

FINISH WORK, WHETHER OR NOT IT IS SPECIFICALLY SHOWN OR NOTED IN THESE DOCUMENTS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ITEMS CALLED TO BE REMOVED THROUGH

OUT THE ENTIRE DOCUMENTS.

1 CONTRACTOR SHALL VERIFY AND COORDINATE ALL NEW AND EXISTING CONDITIONS AND

DIMENSIONS AT JOB SITE FOR COMPARISON WITH THE DRAWINGS PRIOR TO THE START OF AND

DURING CONSTRUCTION. IF ANY DISCREPANCIES OR OMISSIONS ARE FOUND, THE OWNERS

REPRESENTATIVE SHALL BE NOTIFIED, IN WRITING FOR CLARIFICATION PRIOR TO PROCEEDING

WITH WORK.

2 DO NOT SCALE DRAWINGS. CONTRACTOR SHALL RELY ON WRITTEN DIMENSIONS AS GIVEN. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER FOR CLARIFICATIONS. ALL DIMENSIONS SHALL BE FIELD VERIFIED BY CONTRACTOR AND COORDINATED WITH ALL OF THE WORK OF ALL

TRADES. IF DISCREPANCIES ARE FOUND, THE CONTRACTOR SHALL NOTIFY THE CONTRACTING

OFFICER IN WRITING FOR CLARIFICATIONBEFORE THE COMMENCEMENT OR RESUMPTION OF

WORK.

3 ABBREVIATIONS THROUGHOUT THE PLANS ARE THOSE IN COMMON USE. COORDINATE WITH

ABBREVIATION LEGEND

4 INSTALL ALL WORK PLUMB, LEVEL, TRUE, SQUARE, STRAIGHT AND IN PROPER ALIGNMENT WITH

NO DISTORTIONS, PROVIDE SHIMS AS REQUIRED.

5 COORDINATE INSTALLATION WITH THE WORK OF OTHER TRADES TO ENSURE EXACT FIT AND

PERFECT ALIGNMENT. VERIFY DIMENSIONS BEFORE PROCEEDING AND OBTAIN MEASUREMENTS

AT JOB SITE FOR WORK REQUIRED TO BE ACCURATELY FITTED TO OTHER CONSTRUCTION.

6 ALL WORK AND MATERIALS SHALL BE GUARANTEED AGAINST DEFECTS UNTIL AFTER ACCEPTANCE OF INSTALLATION IS MADE BY THE CONTRACTING OFFICER, AND AS IN ACCORDANCE WITH THE

SPECIFICATIONS.

7 THE CONTRACTOR SHALL PROTECT EXISTING ACTIVE SERVICES AND UTILITY LINES

ENCOUNTERED. DO NOT INTERRUPT SERVICES TO OTHER PARTS OF THE BUILDING. TEMPORARY

SHUT DOWN OF SERVICES, IF REQUIRED, SHALL BE DONE ONLY WITH PRIOR APPROVAL OF THE

CONTRACTING OFFICER, AND IN ACCORDANCE WITH THE SPECIFICATIONS.

8 CONTRACTOR SHALL STOP WORK AND NOTIFY THE CONTRACTING OFFICER IMMEDIATELY IF ANY

SERVICE OR UTILITY IS ACCIDENTALLY TAKEN OFFLINE OR DAMAGED DUE TO CONSTRUCTION

ACTIVITIES. CONSTRUCTION SHALL REMAIN STOPPED UNTIL THE CONTRACTOR IS EXPRESSLY

NOTIFIED TO CONTINUE WORK FROM THE CONTRACTING OFFICER.

9 EXCEPT AS MODIFIED BY GOVERNING CODES, COMPLY WITH THE APPLICABLE PROVISIONS AND

RECOMMENDATIONS OF ANSI A10 "SAFETY CODE FOR BUILDING CONSTRUCTION".

10 THE CONTRACTOR SHALL DO ALL CLEANING NECESSARY TO KEEP THE TRAFFIC ROUTES AND

ADJACENT AREAS WITHIN THE PREMISES FREE FROM DUST AND DEBRIS AT ALL TIMES.

11 THE CONTRACTOR SHALL NOT LOAD ANY PART OF THE BUILDING AND ITS FACILITIES WITH

MATERIALS, EQUIPMENT AND DEBRIS THAT COULD COMPROMISE THE BUILDINGS STRUCTURAL

INTEGRITY.

12 UPON COMPLETION OF THE WORK, TAKE ALL EQUIPMENT, DEBRIS AND SALVAGED ITEMS FROM THE BUILDING. LEAVE ALL WORK AREAS CLEAN. TAKE SPECIAL CARE TO CLEAN ALL TRACES OF

DUST AND GRIT ADJACENT TO WORK AREAS.

13 DIMENSIONS SHOWN ON FLOOR PLANS, SECTIONS, ELEVATIONS AND DETAILS ARE TO FINISH FACE

OF GYPSUM BOARD, MASONRY, CONCRETE OR COLUMN GRID CENTERLINES, UNLESS NOTED

OTHERWISE.

14 IN THE CASE OF A CONFLICT BETWEEN THE DRAWINGS AND THE SPECIFICATIONS, THE

SPECIFICATIONS SHALL GOVERN. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER

OF SUCH CONFLICTS PRIOR TO PROCEEDING WITH THE WORK.

15 THE CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH THE ARCHITECTURAL DRAWINGS

BEFORE THE INSTALLATION OF ANY OF CONSULTANTS WORK AND TO INFORM THE CONTRACTING

OFFICER OF ANY DISCREPANCIES OR CONFLICTS. IMPROPERLY INSTALLED WORK SHALL BE

CORRECTED BY THE CONTRACTOR AT HIS EXPENSES AND AT NO EXPENSE TO THE CONTRACTING

OFFICER.

16 PROTECT FROM DEMOLITION AND PRE-CONSTRUCTION DEBRIS, ALL "EXISTING TO REMAIN" AND/ OR "SALVAGED FOR REUSE" FIXTURES, FINISHES, EQUIPMENT, ETC. REQUIRED TO REMAIN IN

PLACE DURING CONSTRUCTION.

17 DEMOLISH MEANS TO REMOVE, TRANSPORT AND LEGALLY DISPOSE OF DEMOLISHED MATERIAL IN

ACCORDANCE WITH THE SPECIFICATIONS.

18 REMOVE AND SALVAGE OR REMOVED AND REINSTALLED MEANS TO CAREFULLY DETACH FROM

EXISTING CONSTRUCTION, CLEAN AND REPAIR TO CONDITION ADEQUATE FOR INTENDED REUSE.

19 ALL PENETRATIONS IN RATED ASSEMBLIES, WHETHER NEW OR EXISTING, SHALL BE SEALED WITH

UL/FM APPROVED MATERIALS AND PROCEDURES. NOTIFY THE CONTRACTING OFFICER OF

QUESTIONABLE CONDITIONS.

20 CONTRACTOR SHALL REFER TO ADDITIONAL GENERAL NOTES ELSEWHERE IN THE CONTRACT

DOCUMENTS.

21 BASIS-OF-DESIGN PRODUCT DEFINITION: A PRODUCT IN WHICH A SPECIFIC MANUFACTURER'S PRODUCT IS NAMED AND ACCOMPANIED BY THE WORDS "BASIS-OF-DESIGN," INCLUDING MAKE OR MODEL NUMBER OR OTHER DESIGNATION, TO ESTABLISH THE SIGNIFICANT QUALITIES RELATED

TO TYPE, FUNCTION, DIMENSION, IN-SERVICE PERFORMANCE, PHYSICAL PROPERTIES,

APPEARANCE, AND OTHER CHARACTERISTICS FOR PURPOSES OF EVALUATING COMPARABLE

PRODUCTS OF ADDITIONAL MANUFACTURERS WHICH MEET SPECIFICATION REQUIREMENTS.

22 ALL WOOD BLOCKING SHALL BE FIRE TREATED.

1 ALL CUTTING AND PATCHING REQUIRED FOR THE INSTALLATION OF NEW CONSTRUCTION,

EQUIPMENT AND FINISHES.

2 ALTERATIONS REQUIRED BY THE DRAWINGS AND AS REQUIRED BY THE CONDITIONS

ENCOUNTERED DURING PROGRESS OF THE WORK.

3 ALTERATIONS NEITHER INDICATED ON THE CONSTRUCTION DRAWINGS, NOR SPECIFIED HEREIN, BUT NECESSARY TO RESTORE EXISTING WORK DISTURBED UNDER THIS CONTRACT TO FINISH

CONDITION SATISFACTORY TO THE CONTRACTING OFFICER.

4 TEMPORARY WORK REQUIRED BY THE DRAWINGS AND/OR HEREIN SPECIFIED, INCLUDING THE

PROTECTION OF EXISTING CONSTRUCTION, FIXTURES AND FINISHES. TEMPORARY ENCLOSURES

AND OTHER PRECAUTIONS AS MAY BE REQUIRED TO PREVENT DAMAGES.

5 PREPARATION OF EXISTING SURFACES AND WORK AS REQUIRED FOR PROPER INSTALLATION OF

NEW CONSTRUCTION AND FINISHES.

6 OVERHEAD CONSTRUCTION, DUCTWORK, PIPES, ETC. INTERFERING WITH REQUIRED CEILING

HEIGHTS AND LIGHTING FIXTURES SHALL BE NOTED. GENERAL CONTRACTOR SHALL REPORT

EXTENT OF INTERFERENCE (IF ANY) TO THE CONTRACTING OFFICER WITHOUT DELAY.

7 ALL GYPSUM BOARD CONSTRUCTION IS TO BE DONE AS RECOMMENDED BY THE MANUFACTURER

IN STRICT ACCORDANCE WITH THEIR SPECIFICATIONS. ALL INSIDE AND OUTSIDE CORNERS, CUT EDGES OF WALL BOARD, ETC. TO RECEIVE APPROPRIATE CORNER BEAD, REINFORCEMENT TAPE, EDGE TRIM, ETC. EDGE TRIM TO BE USED AT REVEALS AND WHEREVER DRYWALL ABUTS A

DIFFERENT MATERIAL.

8 ALL EXISTING FLOOR SUBSTRATE SHALL BE LEVELED, FILLED AND PATCHED BY THE

CONTRACTOR WITH APPROPRIATE COMPOUND AS RECOMMENDED AND APPROVED BY THE FINISH

FLOORING MANUFACTURER. THE CONTRACTOR SHALL FILL DENTS, CRACKS, HOLLOW PLACES,

OPEN JOINTS AND OTHER IRREGULARITIES, IN ALL EXISTING WALLS, WITH SUITABLE FILLER.

9 THE CONTRACTOR SHALL PROVIDE SUFFICIENT FRAMING AND FIRE RETARDANT TREATED WOOD

BLOCKING FOR ALL WALL OPENINGS FOR DUCTWORK, RETURN AIR OPENINGS AND GRILLE

OPENINGS ABOVE AND BELOW SUSPENDED CEILINGS AND SHALL COORDINATED WITH HVAC

DRAWINGS AND THE MECHANICAL SHOP DRAWINGS. ALL OPENINGS SHALL BE PROPERLY SEALED

FOR SOUNDPROOFING, VIBRATION AND FIRE-RATED, IF REQUIRED.

10 ALL INFILL AREAS OF EXISTING WALLS, COLUMN ENCLOSURE, CHASE WALLS, ETC. THAT HAVE

BEEN CUT OPEN PRIOR TO CONSTRUCTION, FOR EXPLORATORY OPERATIONS, OR DURING

CONSTRUCTION OPERATIONS. USE SIMILAR MATERIALS ADJACENT TO EXISTING CONSTRUCTION, PREPARE SURFACE READY TO RECEIVE NEW FINISHES.

11 CONTRACTOR SHALL COORDINATE WITH MILL WORKER FOR INSTALLATION OF FIRE RETARDANT

WOOD BLOCKING IN DRYWALL (INCLUDING SHELVES, CABINETS, DOOR FRAMES, COUNTERTOPS,

ARTWORK, AND LIGHT FIXTURES, ETC.).

12 ALL NEW INTERIOR DOOR OPENINGS SHALL BE CONSTRUCTED 4" FROM THE FINISHED FACE OF

THE ADJACENT WALL, UNLESS NOTED OTHERWISE.

13 LUMBER IN CONTACT WITH WEATHER, MASONRY OR CONCRETE SHALL BE TREATED WITH WOOD

PRESERVATIVE AND BE FIRE RETARDANT.

14 FASTEN SECURELY ARCHITECTURAL WOODWORK ITEMS TO BLOCKING WITH CONCEALED

FASTENERS ONLY. WHERE SURFACE NAILING IS REQUIRED, COUNTERSINK AND FILL FLUSH SO

THAT FINISHED HEADS ARE UNDETECTABLE.

15 DO ALL CUTTING AND PATCHING REQUIRED TO MAKE OTHER PARTS OF THE WORK COME

TOGETHER PROPERLY AND TO FIX WORK TO RECEIVE OR BE RECEIVED BY OTHER TRADES AS

INDICATED ON CONTRACT DOCUMENTS.

16 REFER TO FINISH PLANS AND FINISH LEGEND SPECIFICATION FOR ALL FINISH INFORMATION AND

COORDINATION.

17 DIMENSION PARTITIONS FROM FACE TO FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED.

LAYOUT PARTITIONS ON SITE AND CONFIRM DIMENSION WITH THE CONTRACTING OFFICER PRIOR

TO SECURING PARTITION TRACKS.

18 PROVIDE WOOD BLOCKING, FRAMING, ANCHORS, CLIPS, SUPPORTING AND ATTACHING DEVICES

REQUIRED FOR COMPLETE INSTALLATION OF CASEWORK, PARTITIONS, FIXTURES, DOORS,

WINDOWS AND ETCETERA.

19 ALL GYPSUM BOARD SURFACES TO BE PATCHED AND REPAIRED TO LIKE NEW CONDITION READY

TO RECEIVE NEW PAINT FINISH - TYPICAL FOR INTERIOR WALL SURFACES UNLESS NOTED

OTHERWISE.

20 PROVIDE AND INSTALL UL APPROVED PENETRATIONS AT ALL PIPE, DUCT, ELECTRICAL, ETC., PENETRATIONS THROUGH CONCRETE FLOOR SLABS AND AT FIRE AND SMOKE WALLS.

21 ALL DUCT PENETRATION THROUGH PARTITIONS AND CEILING SHALL BE PROVIDED WITH

NECESSARY FRAMES AND BRACING AROUND THE OPENING AND SHALL BE PROVIDED WITH

AUTOMATIC FIRE DAMPERS AS REQUIRED BY THE FIRE RATED PENETRATIONS, WHERE OCCURS.

22 ACCESS PANELS SHALL BE PROVIDED AND INSTALLED WHEREVER REQUIRED BY BUILDING CODE

OR FOR THE PROPER OPERATION OR MAINTENANCE OF MECHANICAL OR ELECTRICAL

EQUIPMENT, WHETHER OR NOT INDICATED ON THE DRAWINGS. ACCESS PANEL LOCATION, SIZE

AND CONFIGURATION SHALL BE AS REQUIRED BY EQUIPMENT TO BE ACCESSED.

23 PROVIDE BRACING FOR ALL NEW FIXTURES, EQUIPMENT AND ETCETERA AS REQUIRED TO

COMPLY WITH LOCAL CODES WHETHER NOTED OR NOT IN THE CONTRACT DOCUMENTS.

GENERAL NOTES NEW WORK GENERAL NOTES

ASBESTOS AND LEAD PAINT GENERAL NOTES

CLEANING GENERAL NOTES DEMOLITION GENERAL NOTES

PROJECT SCOPE

RENOVATE AND EXPAND OUTPATIENT MENTAL HEALTH CLINC. EXTEND SECOND FLOOR AND FIRST FLOOR INTERSTITIAL SLABS EXTENDED ACROSS EXISTING ATRIUM SPACE. ATRIUM REMAINS A PREVOUSLY APPROVED ATRIUM FROM THE ORIGINAL CONSTRUCTION. CLINC EXPANDS INTO FORMER FIRST FLOOR ATIUM SPACE. APPROXIMATLY 60% OF THE EXISTING CLINIC SPACE IS RENOVATED.

APPLICABLE CODES AND STANDARDS

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 101 - LIFE SAFETY CODE, 2015 EDITION

NFPA 70 - NATIONAL ELECTRICAL CODE, 2014 EDITION.

NFPA 10 - STANDARD FOR PORTABLE FIRE EXTINGUISHERS

OTHER REFERENCES

INTERNATIONAL CODE COUNCIL, INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION (AS AMENDED BY UFC 1-200-01)

FED-STD-795 UNIFORM FEDERAL ACCESSIBILITY ACT

ARCHITECTURAL BARRIERS ACT (ABA) ACCESSIBILITY STANDARD FOR DEPARTMENT OF DEFENSE FACILITIES, 31 OCT. 2008.

ADAABAAG AMERICANS WITH DISABILITIES ACT AND ARCHITECTURAL BARRIERS ACT ACCESSIBILITY GUIDELINES

EXISTING BUILDING INFORMATION

CONSTRUCTION DATE: 1984

CONSTRUCTION TYPE: I (332)

BUILDING HEIGHT: 4 STORIES, 1 BASEMENT, 5 INTERSTITIAL LEVELS

FIRE PROTECTION:FULLY SPRINKLERED

ORIGINAL DESIGN CODES: NFPA 101-1981

OCCUPANCY CLASSIFICATION (POST-RENOVATIONS)

OCCUPANCY OF THE FACILTY DOES NOT CHANGE AFTER THE PROJECT (HEALTHCARE)

MAXIMUM ALLOWABLE HEIGHT AND AREA

OCCUPANCY OF THE FACILITY DOES NOT CHANGE AFTER THE PROJECT. BUILDING AREA AND HEIGHT ARE NOT ALTERED.

FIRE RESISTANCE REQUIREMENTS OF BUILDING (TABLE A.8.2.1.2

STRUCTURAL FRAME (INCLUDING COLUMNS, GIRDERS, AND TRUSSES) 2 HOUR (UL X528)

BEARING WALLS

FLOOR CONSTRUCTION (INCLUDING SUPPORTING BEAMS AND JOISTS) 2 HOUR (UL D913)

FIRE SPRINKLER AND FIRE ALARM

EXISTING BUILDING IS FULLY SPRINKLERED. RENOVATED AREA WILL REMAIN FULLY SPRINKLERED.

FIRE RESISTANCE REQUIREMENTS OF BUILDING (CONTINUED)

EXIT STAIRS SERVING 3 STORIES OR LESS 1 HOUR NFPA 101 § 7.1.3.2

EXIT STAIRS SERVING 4 STORIES OR MORE 2 HOUR NFPA 101 § 7.1.3.2

EXIT PASSAGEWAYS 2 HOUR

SMOKE CONTROL ZONES 1 HOUR (SMOKE PARTITION*) NFPA 101 § 8.7.1.1

*PER NFPA 101 SECTION 8.4.3.3 DOORS IN SMOKE PARTITIONS SHALL BE SELF-CLOSING OR AUTOMATIC-CLOSING

INTERIOR FINISHES:

INTERIOR WALL AND CEILING FINIISHES CLASS A NFPA 101 § 18.3.3.2

INTERIOR WALL AND CEILING FINISH IN CORRIDORS NOT CLASS A OR B NFPA 101 § 18.3.3.2.2

EXCEEDING 48" IN HEIGHT

INTERIOR WALL AND CEILING FINISH IN ROOMS <4 OCCUPANTS CLASS A OR B NFPA 101 § 18.3.3.2.1

INTERIOR WALL AND CEILING FINISH IN ALL OTHER AREAS CLASS A NFPA 101 § 10.2.2

-ASSEMBLY AREAS WITH OCCUPANT LOAD <= 300 PERSONS CLASS A, B, OR C NFPA 101 § 12.3.3.3 INTERIOR WALL AND CEIING FINISHES MAY BE LOWERED BY ONE NFPA 101 § A18.3.3.2; 10.2.2

CLASS FOR BUILDINGS FULLY SPRINKLERED.

INTERIOR FLOOR FINISH IN EXITS AND EXIT ACCESS CORRIDORS CLASS I NFPA 101 § 18.4.4.6.3; 10.2.2

INTERIOR FLOOR FINISH MAY BE REDUCE BY 1 CLASS FOR NFPA 101 § 10.2.2

BUILDINGS FULLY SPRINKLERD

MEANS OF EGRESS REQUIREMENTS

EGRESS CAPACITY FACTOR:

LEVEL COMPONENTS: 0.20 INCH / PERSON NFPA 101 TABLE 7.3.3.1

MINIMUM NUMBER OF EXITS REQUIRED:

OCCUPANT LOAD 1-500: NOT LESS THAN 2 EXITS REQUIRED NFPA 101 § 7.4.1.1

OCCUPANT LOAD 501-1,000: NOT LESS THAN 3 EXITS REQUIRED NFPA 101 § 7.4.1.1

TRAVEL DISTANCES:

TRAVEL DISTANCE TO AN EXIT LIMIT:

HEALTHCARE OCCUPANCY: 200 FEET NFPA 101 § 18.2.6.2.1

COMMON PATH LIMIT:

HEALTHCARE OCCUPANCY: 100 FEET NFPA 101 § 18.2.5.3

DEAD-END LIMITS:

HEALTHCARE OCCUPANCY: 30 FEET NFPA 101 § 18.2.5.2

*EXIT TRAVEL DISTANCE FROM MECHANICAL ROOM IS IN ACCORDANCE WITH TRAVEL DISTANCE REQUIREMENTS FOR BUILDING'S

OCCUPANCY TYPE.

CAPACITY OF MEANS OF EGRESS:

MINIMUM CORRIDOR WIDTH

HEALTHCARE: 8'-0", PROJECTIONS ALLOWED NFPA 101 § 18.2.3.4

PSYCHIATRIC CARE AREAS: 6'-0" NFPA 101 § 18.2.3.5

MINIMUM DOOR WIDTH: 32 INCHES NFPA 101 § 7.2.1.2.3

DOOR MUST SWING IN DIRECTION OF EGRESS TRAVEL FOR DOORS SERVING AN OCCUPANCY LOAD GREATER THAN 49 PERSONS.

NFPA 101 § 7.2.1.4.2(1)

S S S S

S S S S SS

S S S S SS S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S

S S

2HR RATED WALL

SEPARATES EXIT

PASSAGE WAY

1 HR SMOKE BARRIER

SEPARATES SMOKE

COMPARTMENTS

NON SEPARATED

HH GG FF EE DD CC BB AA Z Y X

EXISTING 1HR WALL TO REMAIN

EXIT

EXIT EXIT

ID

X

IS

W

LL

EXISTING 2HR WALL

TO REMAIN

EXISTING 2HR WALL

TO REMAIN

SEPARATES EXIT

PASSAGEWAY

STORAGE ROOM

SERRATED BY 2 HR

WALLS

SCZ 27

22,159 SF

SCZ 28

10,902 SF

CORRIDORS IN PSYCHIATRIC

AREAS TO BE NOT LESS THAN 6'

(NFPA-101 18.2.3.5)

CROSS-CORRIDOR DOOR OPENINGS MIN 64"

CLEAR, MIN 32"/LEAF (NFPA-101 18.2.2.5.5)

DOORS IN SMOKE BARRIERS NEED NOT

LATCH (NFPA-101 18.3.7.8)

STORAGE ROOM

SERRATED BY 2 HR

SMOKE BARRIER

TE

n i n n

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BE RESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TO

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS & CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THE RESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENING SHALL BE DONE BY THE RESPECTIVE SUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLED

PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY

1/8" = 1'-0"

1322 - G-004

AREA K FIRST FLOOR LIFE SAFTEY PLAN

05-05-2017 DWG. 4 OF 94

1 AREA K FIRST FLOOR LIFE SAFETY PLAN

LIFE SAFETY GENERAL NOTES

1 VA FACILITIES ARE PART OF A FEDERAL AGENCY.

CODES SHOWN ON THIS PLAN ARE THE APPLICABLE

CODES AND SUPERCEDE THE STATE AND LOCAL

CODES.

2 PLAN INDICATES PRIMARY PROJECT LIMITS ONLY.

SOME MEP WORK MAY BE REQUIRED OUTSIDE OF THE

LIMITS SHOWN. REF MEP FOR ADDITIONAL

INFORMATION

3 CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE

INTEGRITY OF THE LIFE SAFETY SYSTEMS, INCLUDING,

BUT NOT LIMITED TO: FIRE RATED PARTITIONS, FIRE

SUPRESSION SYSTEMS, FIRE ALARM SYSTEMS,

EMERGENCY LIGHTING AND EMERGENCY POWER

SYSTEM.

APPLICABLE CODES AND STANDARDS:

• NFPA-101 LIFE SAFETY CODE 2015 EDITION

• INTERNATIONAL BUILDING CODE (IBC) 2015

EDITION

• INTERNATIONAL MECHANICAL CODE (IMC) 2015

EDITION

• INTERNATIONAL PLUMBING CODE (IPC) 2015

EDITION NATIONAL ELECTRIC CODE (NEC)

2014 EDITION

• ASHRAE 32.1 2004 EDITION

• VA SPECIFICATIONS

HH GG FF EE DD CC BB AA Z Y X

TEMP LOBBY HERE

TEMP STAFF DESK

AND WORK AREA

HERE

PHASE 1

PHASE 2

PHASE 3

PHASE 4

PHASE 5

NOTE: AREAS WHERE THE PHASING HATCH PATTES

OVERLAP INDICATE THAT WORK IN TATH AREA WILL OCCUR

OVER MULTIPLE PHASES. REFER TO PHASING NOTES FOR A

SUMMARY OF THE SCOPE FOR EACH PHASE.

PHASING HATCH LEGEND

NOTE: AREA FOR PHASE 6 IS NOT DEFINED BY HATCH. THIS AREA

WILL BE DETERMINED BY THE CONTRACTOR DURING THE

CREATION OF THE FINAL PHASING PLAN

n i n n

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BE RESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TO

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS & CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THE RESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENING SHALL BE DONE BY THE RESPECTIVE SUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLED

PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY

:0

As indicated

1322 - G-005

AREA K - FIRST FLOOR PHASING PLAN

05-05-2017 DWG. 5 OF 94

1 AREA K FIRST FLOOR PHASING PLAN

PHASING GENERAL NOTES

1 PHASING PLAN IS TO GIVE THE GENERAL

CONTRACTOR THE INTENT OF THE SEQUENCE FOR

THE WORK.

2 GENERAL CONTRACTOR SHALL BE RESPONSIBLE

FOR PREPARING A DETAILED PHASING PLAN AND

ENSURING ALL WORK IS COMPLETED TO ALLOW FOR

TURN OF SPACES IN THE ORDER INDICATED BY THE

PHASING PLAN.

3 GENERAL CONTRACTOR SHALL COORDINATE THE

DETAILED PHASING PLAN WITH ALL TRADES.

4 ADDITIONAL COSTS INCURRED DUE TO IMPROPER

SEQUENCING OF THE WORK SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR ALONE.

5 PROTECT ALL ITEMS NOT SHOWN TO BE DEMOLISHED

FROM ANY DAMAGE. REPAIR ANY DAMAGE TO

LIKE-NEW CONDITION.

6 GENERAL CONTRACTOR IS RESPONSIBLE FOR

PROVIDING TEMPORARY PARTITIONS AS REQUIRED

TO ENSURE THE SAFETY AND SECURITY OF THE

FACILITY DURING CONSTRUCTION.

7 COORDINATE REMOVAL ALL EQUIPMENT WITH ALL

OTHER TRADES AND VA STAFF.

PHASING STAGES

PHASE 1

1.1 CONSTRUCT NEW STORAGE ROOM

1.2 DEMOLISH WORK TO CREATE TEMPORARY LOBBY

1.3…