515-18-109 Bid Drawings - Signed_Part2.pdf

ARCHITECTURAL ABBREVIATIONS

SECTION REFERENCE

DRAWING NUMBER

SHEET

LOCATION

DRAWING NUMBER

SHEET

LOCATION

DETAIL REFERENCE

OBJECT

REFERENCED

OBJECT

REFERENCED

X

XXXX

X

XXXX

SCALE: ??

VIEW TITLE

N

NORTH ARROW

INCANDESCENT WALL MOUNTED LIGHTING

INCANDESCENT SURFACE MOUNT LIGHTING

SURFACE MOUNTED FLUORESCENT

RECESSED FLUORESCENT

HVAC RETURN AIR GRILLE

HVAC SUPPLY DIFFUSER

PENDANT LIGHT

ACCESS PANEL

EXIT LIGHTING

S

D

SPEAKER

SMOKE DETECTOR

INCANDESCENT RECESSED LIGHTING

A 9'-0"

CEILING TAG CEILING TYPE

FINISHED CEILING HEIGHT

REFER TO CEILING LEGEND FOR MORE

INFORMATION

EXTENT OF REVISION

REVISION SET

MECH/ELEC ITEMS: REFER TO MEP SHEETS AS APPLICABLE

PROJECT BOUNDARY

BEYOND PROJECT BOUNDARY, NIC

REFLECTED CEILING PLAN SYMBOLS

DETAIL/DRAWING SCALE

TITLE OF DETAIL/DRAWING

DETAIL/DRAWING NUMBER

SHEET NUMBER

A/C AIR CONDITION

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ABC AGGREGATE BASE COURSE

AC ASBESTOS CEMENT OR ASPHALTIC CONCRETE

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

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

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

APPD APPROVED

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASB ASBESTOS

ASI ARCHITECT'S SUPPLEMENTAL INSTRUCTION

ASKLR AUTOMATIC SPRINKLER

ASPH ASPHALT

ASSN ASSOCIATION

ATCH ATTACHMENT

ATS AUTOMATIC TRANSFER SWITCH

AUTO AUTOMATIC

AUX AUXILIARY

AV AUDIO VISUAL

AVG AVERAGE

AW ACID WASTE

AWI ARCHITECTURAL WOODWORKING INSTITUTE

AWS AMERICAN WELDING SOCIETY

AWT ACOUSTICAL WALL TREATMENT

B PL BASE PLATE

BALC BALCONY

BAT BATTEN

BB BULLETIN BOARD

BD BOARD

BEV BEVEL

BI FLD DR BIFOLDING DOORS

BITUM BITUMINOUS

BKG BACKING

BLD BUILD

BLDG BUILDING

BLKG BLOCKING

BLKT BLANKET

BM BEAM OR BENCHMARK

BOT BOTTOM

BRCG BRACING

BRDG BRIDGING

BRG BEARING

BRKT BRACKET

BRZ BRONZE

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

C CELSIUS CHANNEL OR CHANNEL CELSIUS

C CONC CAST CONCRETE

C TO C CENTER TO CENTER

CAB CABINET

CB CORNER BEAD

CBB CEMENTITIOUS (BACKER) BOARD

CC CUBIC CENTIMETER

CCTV CLOSED CIRCUIT TELEVISION

CCW COUNTERCLOCKWISE

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 CORNER GUARD

CGSFU CERAMIC GLAZED STRUCTURAL FACING UNITS

CH BD CHALKBOARD

CHEM CHEMICAL

CHFR CHAMFER

CI CAST IRON

CIP CAST-IN-PLACE

CIR CIRCLE

CIRC CIRCULAR

CJ CONSTRUCTION JOINT OR CONTROL JOINT

CL CENTER LINE

CLDG CLADDING

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CNR CORNER

CNTR COUNTER

CO CARBON MONOXIDE, CLEANOUT

CO₂ CARBON DIOXIDE

COL COLUMN

COM COMMON

COMB COMBINATION, COMBINED

COMM COMMUNICATION

COMP COMPONENT

CONC CONCRETE

COND CONDENSER OR CONDITION

CONF CONFERENCE

CONN CONNECT

CONSTR CONSTRUCTION

CONT CONTINUE

CONTR CONTRACTOR

COORD COORDINATE

CORR CORRIDOR

CPM CRITICAL PATH METHOD

CPRS COMPRESSIBLE

CPT CARPET

CRS COLD ROLLED STEEL

CS CAST CONCRETE STONE

CSB CONCRETE SPLASH BLOCK

CSG CASING

CSK COUNTER SUNK

CSMT CASEMENT

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTG COATING

CTR CENTER

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

N NORTH

NA NOT APPLICABLE

NAT NATURAL

NATL NATIONAL

NC NOISE CRITERIA

NCOMBL NONCOMBUSTIBLE

NEG NEGATIVE

NEUT NEUTRAL

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NR NOISE REDUCTION

NRC NOISE REDUCTION COEFFICIENT

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 OR OUTSIDE DIMENSION

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

OUT OUTLET

OZ OUNCE

PAR PARALLEL OR PARAPET

PART PARTIAL

PAT PATTERN

PB PUSHBUTTON

PBD PARTICLEBOARD

PC PIECE, POLYCARBONATE OR PORTLAND CEMENT

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

PHS PHILLIPS HEAD SCREW

PKG PACKAGE

PL PLATE, PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAS PLASTER OR PLASTIC

PLBG PLUMBING

PLYWD PLYWOOD

PMTL PAINTED METAL

PNEU PNEUMATIC

PNL PANEL

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

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 OR 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

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 WATER PRESSURE DROP

WPM WATERPROOF MEMBRANE

WR WEATHER RESISTANT

WS WEATHERSTRIP

WSCT WAINSCOT

WT WEIGHT

WWF WELDED WIRE FABRIC

X BRACE CROSS BRACE

XPS EXTRUDED POLYSTYRENE BOARD (INSULATION)

YD YARD

YR YEAR

GENERAL CONSTRUCTION NOTES

THE CONTRACT DOCUMENT DRAWINGS HAVE BEEN PREPARED USING REVIT®

SOFTWARE IN A MICROSOFT WINDOWS ENVIRONMENT. A BUILDING INFORMATION

MODEL (BIM) HAS BEEN DEVELOPED FOR DESIGN COMMUNICATION. THE MODEL

DOES NOT CONTAIN COMPLETE INFORMATION FOR USE IN COST ESTIMATING,

SYSTEMS PERFORMANCE, COORDINATION, SCHEDULING, OR FACILITIES

MANAGEMENT.

THE CONTRACT DOCUMENT DRAWINGS HAVE BEEN PREPARED USING THE

CONSTRUCTION SPECIFICATIONS INSTITUTE'S UNIFORM DRAWING SYSTEM AND THE

NATIONAL CAD STANDARD AS GUIDES.

DISCREPANCIES IN THE CONTRACT DOCUMENTS SHALL BE IMMEDIATELY BROUGHT

TO THE ATTENTION OF THE ARCHITECT AND OWNER’S REPRESENTATIVE/COR.

CONTRACTOR SHALL PROVIDE THE HIGHER GRADE OF QUALITY AND/OR GREATER

QUANTITY OF WORK WHEN BIDDING IF A CLARIFICATION CAN NOT BE OBTAINED BY

THE BID DUE DATE.

CONTRACTOR IS RESPONSIBLE FOR COORDINATING SCOPE OF WORK WITH COR AND

VARIOUS FACILITY PERSONNEL INVOLVED WITH UTILITY SHUT DOWN, INFECTION

CONTROLS, OCCUPANT/EMPLOYEE SAFETY, ACCESS CONTROL, ETC.

ANY INDICATION OF PROJECT LIMITS OR BOUNDARY OF DEMARCATION ARE SHOWN

FOR THE CONVENIENCE OF THE CONTRACTOR, THE FULL SCOPE OF THE PROJECT

LIMIT OF BOUNDARY REQUIRES COORDINATION WITH THE DESIGN SCOPE OF WORK

AND ACCESS TO EXISTING UTILITIES FOR TIE IN.

DRAWINGS ARE PREPARED FROM FIELD VERIFICATION, EXISTING FACILITY DRAWING

BASE FILES, AND USING DIMENSIONS, CONFIGURATIONS AND DETAILS OF SPECIFIC

MANUFACTURERS AS A BASIS OF DESIGN. CONTRACTOR IS RESPONSIBLE FOR

VERIFICATION OF ACTUAL DIMENSIONS, THE COORDINATION OF THE DETAILS WITH

THE PRODUCTS WHICH ARE PROVIDED PER THE SCOPE OF THE SPECIFICATIONS AND

THE SURROUNDING CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS,

ROUGH-IN DIMENSIONS, CONNECTIONS, AND OVERALL INSTALLATION

REQUIREMENTS.

CONTRACTOR IS RESPONSIBLE FOR THE COMPLETION OF THE ENTIRE SCOPE OF

WORK OUTLINED IN THE CONTRACT DOCUMENTS. CONTRACTOR IS RESPONSIBLE

FOR THE COORDINATION OF ALL SUB-CONTRACTORS AND THE SCOPE OF WORK

THEY PROVIDE. SUB-CONTRACTORS ARE RESPONSIBLE FOR THEIR FULL SCOPE OF

WORK WITHIN THE CONTRACT DOCUMENTS, TRADES ARE NOT SEGMENTED TO ONLY

CERTAIN SHEETS AND SPECIFICATIONS, CROSS COORDINATION IS REQUIRED.

CONTRACTOR AND SUB-CONTRACTORS ARE BOTH RESPONSIBLE FOR

UNDERSTANDING INFORMATION OUTLINED IN THE SPECIFICATIONS, KEY NOTES,

GENERAL NOTES, LEGEND, CODES, ETC., PROVIDED IN THE CONTRACT DOCUMENTS.

CONTRACTOR AND SUB-CONTRACTORS ARE BOTH RESPONSIBLE FOR PROVIDING

AND MAINTAINING SMOKE/FIRE RATINGS OF NEW CONSTRUCTION AND EXISTING

CONSTRUCTION AS INDICATED ON DRAWINGS. THIS INCLUDES PATCHING

PENETRATIONS IN SHAFTS, WALLS, SLABS AND ROOF. ONLY U.L. APPROVED

METHODS, MATERIALS AND INSTALLATION ARE ACCEPTABLE.

MECHANICAL, PLUMBING, FIRE PROTECTION AND ELECTRICAL DRAWINGS SHOW

INFORMATION IN A DIAGRAMMATIC FASHION WITHOUT DIMENSIONING. THE GENERAL

CONTRACTOR IS TO COORDINATE THE LOCATIONS OF ALL MECHANICAL, PLUMBING

AND ELECTRICAL EQUIPMENT WITH RESPECT TO THE ARCHITECTURAL AND

STRUCTURAL DETAILING OF SHAFTS, CHASES, CEILING CONSTRUCTION, ETC.

CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS IDENTIFIED AND NOT

IDENTIFIED IN THE CONTRACT DOCUMENTS WITH THE EXISTING AND NEW

CONSTRUCTION ELEMENTS. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION

BETWEEN THE CONTRACT DOCUMENTS, INSTALLED AND UNINSTALLED

CONSTRUCTION BEFORE THE ORDERING OF MATERIALS AND EQUIPMENT. NOTIFY

ARCHITECT AND COR OF ANY DISCREPANCIES OR MISSING DIMENSIONS.

DO NOT SCALE THE DRAWINGS. DRAWING SCALES AS INDICATED ARE FOR GENERAL

ORIENTATION AND CONTEXT ONLY.

THE TERM "ALIGN" MEANS TO INSTALL DIFFERENT/SIMILAR COMPONENTS OF

CONSTRUCTION TO PROVIDE A FLUSH FINISH SURFACE.

ALL DIMENSIONS INDICATED ARE TO FACE OF EXISTING MEMBERS, FACE OF NEW

STRUCTURAL MEMBERS, FACE OF NEW MASONRY, FACE OF NEW STUDS OR COLUMN

GRID LINES UNLESS NOTED OTHERWISE.

FLOOR ELEVATION 100’-0” IS EQUAL TO THE FINISH FLOOR SLAB OF THE EXISTING

SLAB FLOOR CONSTRUCTION UNLESS OTHERWISE NOTED.

ROUGH OPENINGS SHALL ALLOW FOR SHIM SPACE.

CONTRACTOR TO PROVIDE WORK WHERE DETAILS AND NOTES ARE IDENTIFIED AS

“TYPICAL” OR “SIMILAR” EACH INSTANCE THAT IS THE SAME IN NATURE TO THE

DETAIL, AREA, OR ITEM REFERENCED.

PROVIDED WORK SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR.

CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF DELIVERY, MOUNTING,

INSTALLATION, NECESSARY BLOCKING AND ROUGH-IN.

INSTALLED WORK IS THE CONTRACTOR INSTALLING OWNER FURNISHED MATERIALS

AND EQUIPMENT. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF MATERIAL

DELIVERY, MOUNTING, INSTALLATION AND ROUGH IN.

FURNISHED WORK IS THE CONTRACTOR FURNISHING THE MATERIALS AND

EQUIPMENT TO THE OWNER. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF

DELIVERY AND ROUGH-IN.

ALL PROVIDED WORK SHALL BE WITH NEW MATERIALS UNLESS SPECIFICALLY CALLED

OUT AS SALVAGED OR RELOCATED WITHIN THE CONTRACT DOCUMENTS.

ALL PERSONS DIRECTLY OR INDIRECTLY ASSOCIATED WITH THE PROJECT SHALL BE

FAMILIAR WITH THE RULES AND REGULATIONS OF THE OCCUPATIONAL SAFETY AND

HEALTH ACT, AND IMPLEMENT THOSE RULES AS THEY APPLY TO THIS PROJECT.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL

UTILITY LINES. LOCATIONS SHOWN ARE APPROXIMATE. REPAIR ALL DAMAGE TO

UTILITY LINES CAUSED BY CONSTRUCTION OPERATIONS AT NO COST TO THE

OWNER.

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING AND SHORING

REQUIRED DURING CONSTRUCTION.

CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ADJACENT CONSTRUCTION,

FINISHES, EQUIPMENT, AND TRAVEL ROUTE TO AND FROM THE CONSTRUCTION SITE.

ANY DAMAGE OR UNACCEPTABLE WEAR BY THE CONSTRUCTION TEAM SHALL BE

REPAIRED/REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER.

IN THE CASE OF CONFLICTS OR DISCREPANCIES WITHIN OR AMONG THE CONTRACT

DRAWINGS, THE BETTER QUALITY, MORE STRINGENT REQUIREMENTS OR GREATER

QUALITY OF WORK, AS DETERMINED BY THE COR, SHALL BE PROVIDED.

CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND COORDINATING HARDWARE,

ACCESS CONTROL AND AUTOMATIC OPERATORS ARE PROVIDED WITH COMPLETE

AND COMPATIBLE SYSTEMS REQUIRED FOR THEIR OPERATION. REFER TO DOOR

HARDWARE SCHEDULE, HARDWARE SPECIFICATIONS, AUTOMATIC OPERATOR

SPECIFICATIONS, ACCESS CONTROL SPECIFICATIONS AND ELECTRICAL DRAWINGS.

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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 OR DIAGRAM DIAGONAL

DIFF DIFFERENCE OR DIFFUSER

DIM DIMENSION

DIR DIRECTION

DISP DISPENSER

DIST DISTANCE

DIV DIVIDE OR DIVISION

DL DEAD LOAD

DOC DOCUMENT

DOZ DOZEN

DN DOWN

DR DOOR, DRAIN, DRESSING ROOM, OR DRIVE

DS DOWNSPOUT

DSGN DESIGN

DW DISHWASHER

DWG DRAWING

DWTR DUMBWAITER

E EAST

EA EACH

EFF EFFICIENCY

EFS EXTERIOR FINISH SYSTEM

EIFS EXTERIOR INSULATION AND FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELAST ELASTOMERIC

ELEC ELECTRIC

ELEV ELEVATOR

EMER EMERGENCY

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

EST ESTIMATE

ETC AND SO FORTH OR ET CETERA

ETS EXPOSE TO STRUCTURE

EW EACH WAY

EWC ELECTRIC WATER COOLER

EWS EYE WASH STATION

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION OR EXPOSED

EXT EXTERIOR, EXTERNAL, OR EXTINGUISHER

F FAHRENHEIT OR FEMALE

FA FIRE ALARM

FAB FABRIC

FAC FACTOR

FACIL FACILITY

FAS FASCIA

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

FIXT FIXTURE

FL FLOORLINE

FLASH FLASHING

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLR FLOOR

FLUOR FLUORESCENT

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

REINFORCED PLASTIC

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

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

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 OR 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

HS HEAT-STRENGTHENED (GLASS) OR HIGH STRENGTH

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

ID NO IDENTIFICATION NUMBER

ILLUM ILLUMINATION

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

JAN JANITOR

J-BOX JUNCTION BOX

JT JOINT

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 OR 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 OR 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 MINIMUM MINUTE OR MINUTE 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

ARCHITECTURAL SYMBOLS

X

X

XXXX

SHEET LOCATION

VIEW NUMBER

X X

X

SHEET LOCATION

VIEW NUMBER

XXXX

BUILDING SECTION REFERENCE

DRAWING NUMBER

SHEET LOCATION

BUILDING X

XXXX

X

XXXX

ELEVATION REFERENCES

NEW WALL

WALL TO BE

REMOVED

S3.A2

INDICATES STRUCTURAL MATERIAL

INDICATES NOMINAL STUD / BLOCK SIZE

INDICATES CONSTRUCTION

INDICATES TOP OF WALL CONDITION

REFER TO WALL LEGEND FOR MORE INFORMATION

EXISTING WALL TO

REMAIN

TEMPORARY IC

BARRIER WALL

CONSTRUCTION

ROOM

ROOM TAG

1 PLAN NOTE

ALTERNATE/BID DEDUCT ITEM

PT-1 FINISH INDICATION

A FRAME / WINDOW

T GLAZING

101 EQUIPMENT/FURNITURE TAG

NEW DOOR

EXISTING DOOR

DEMOLISHED DOOR

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

SHT MTL FLASH SHEET METAL (FLASHING)

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

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

S SOUTH

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 STEEL

STL LNTL STEEL LINTEL

STL RF DK STEEL ROOF DECK

STL TB STEEL TUBE

STNLS STAINLESS

STOR STORAGE

STR STRINGERS

STRUCT STRUCTURAL

SUB SUBSTITUTE

SURF SURFACE

SUSP SUSPEND

SV SHEET VINYL

SW SWITCH

SWDR SWING DOOR

SYM SYMBOL

SYNTH SYNTHETIC

SYS SYSTEM

T TREAD

TA TOILET ACCESSORY

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 OR TEMPERATURE

CONTROL PANEL OR 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

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 TRANSPARENT WOOD FINISH

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 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

REVISION TO PLAN CALLOUT

WALLS

DOOR TAG

KEY NOTE TAGS

WALL TAG : REFER TO WALL LEGEND FOR MORE

INFORMATION

DOORS

DOOR TAG

NEW SLIDING DOOR

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08 - 6231

A

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

GUIDON DESIGN INC. | 1221 N PENNSYLVANIA SUITE 200 | INDIANAPOLIS, IN 46202

317.800.6388 | WWW.GUIDONDESIGN.COM

GHAFARI ASSOCIATES LLC. | 17101 MICHIGAN AVENUE | DEARBORN, MI 48126

313.441.3000 | WWW.GHAFARI.COM

FRED VOLLMERHAUSEN

CHIEF, ENGINEERING PROJECTS

100% DESIGN SUBMISSION 03/13/2020

95% DESIGN SUBMISSION 9/13/2019

65% DESIGN SUBMISSION 12/05/2018

35% DESIGN SUBMISSION 10/12/2018

100% BID DOCUMENTS 05/20/2020

C U s e rs

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A

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AS001

ARCHITECTURAL SYMBOLS AND

ABBREVIATIONS

RENOVATE OUTPATIENT

PHARMACY & URGENT CARE

5500 Armstrong Road, Battle Creek

515-18-109

May 20, 2020 JDF JDJ

100% BID DOCUMENTS

PART. SPRINKLERED

100% BID DOCUMENTS

Revisions: Date:

O .C

O.C.

39" - 41"

3' - 6" 1' - 0"

T O

R E

F L E

C T

IV

E

3'

M A

X

7" - 9" O.C.

2' - 0"

1/

2" M

IN

T O

T O

P

2'

6" 3' - 0"

M A

X T

O B

U T

T O

N

M

A X

TA7TA2

TA3

TA1

TA5

TA4

TA9

TA6

M A

X T

O O

U T

LE

T

M

A X

TA8

MOUNTING HEIGHTS ARE TYPICAL AND APPLY TO FIXTURES INSTALLED IN

NEW RESTROOMS. VERIFY MOUNTING HEIGHTS WITH VENDOR SPECIFIC

MOUNTING HEIGHTS.

TYPICAL MOUNTING HEIGHTS AND INTERIOR ELEVATIONS ARE FOR USE IN

COORDINATION OF FIXTURES. NOTE NOT EVERY FIXTURES MAY BE

REPRESENTED IN INTERIOR ELEVATIONS. COORDINATE PROJECT

REQUIREMENTS WITH THE FLOOR PLAN AND ENLARGED FLOOR PLANS.

COORDINATE INSTALLATION OF EQUIPMENT WITH PLUMBING FIXTURES

AND PLUMBING DRAWINGS. REFER TO PLUMBING PLANS FOR

INFORMATION ON PLUMBING ACCESSORIES AND FIXTURES.

FIELD VERIFY DIMENSIONS FOR CEILING HUNG TOILET PARTITIONS WITH

BUILT CONDITIONS.

PROVIDE EACH SINK WITHIN SCOPE WITH A PAPER TOWEL DISPENSER

AND SOAP DISPENSER.

PROVIDE UNDER LAVATORY GUARD AT WALL MOUNTED HAND

LAVATORIES IN SCOPE.

PROVIDE INWALL BLOCKING FOR WALL MOUNTED TOILET ACCESSORIES

AND TOILET PARTITIONS.

TYPICAL TOILET ACCESSORY MOUNTING HEIGHTS

SCALE: 1/4" = 1'-0"

TOILET ACCESSORY GENERAL NOTES

A

B

C

D

E

F

G

M

IN 3'

TA11

T O

P O

F B

A R

3'

TA12

1' - 6"

2'

TA15

M A

X T

O H

A N

D

LE

M

A X

4'

TA14

M A

X T

O B

U T

T O

N

M

A X

TA161' - 6"

TA13TA14

TA15

TA16

TA17

TA18 TA19

S3.A1 3 5/8" METAL STUD TO DECK, INSULATED

5/8" TYPE X GYP BD, BOTH SIDES

3 5/8" STEEL STUDS @ 16" O.C.

BEAD OF CONT. SEALANT, BOTH SIDES

SOUND ATTENUATION BATT.

3 5/8" STEEL STUD TRACK

S3.B1 ONE HOUR RATED 3 5/8" METAL STUD, INSULATED

UL DESIGN NO: U419

5/8" TYPE X GYP BD, BOTH SIDES

3 5/8" 25 GA STEEL STUDS @ 16" O.C.

BEAD OF CONT. SEALANT, BOTH SIDES

SOUND ATTENUATION BATT.

3 5/8" STEEL STUD TRACK

BEAD OF CONT. SEALANT,

BOTH SIDES

WALL TYPES LEGEND AND GENERAL NOTES

REFER TO LIFE SAFETY PLAN FOR RATED WALL LOCATIONS.

PROVIDE 5/8" TYPE "X" GYPSUM WALLBOARD FOR ALL OTHER WALL

CONSTRUCTION, UNLESS OTHERWISE NOTED.

PROVIDE 5/8" TYPE "X" GYPSUM WALLBOARD IN BULKHEAD CONSTRUCTION.

PROVIDE 5/8" GREEN BOARD IN SOILED ROOMS, BATH ROOMS, TOILET

ROOMS, ON WALLS BEHIND PLUMBING FIXTURES, AND IN ALL WET

LOCATIONS.

PROVIDE 5/8" CEMENTITIOUS BACKER BOARD BEHIND CERAMIC WALL TILE.

COORDINATE LOCATIONS WITH FINISH WALL PLANS.

PROVIDE CORNER AND END WALL FRAMING AS DETAILED ON AS002.

CEILINGCEILING

S3.F1 3-5/8" METAL STUD TO DECK, GYPSUM BOARD ONE SIDE,

INSULATED

5/8" TYPE X GYP BD

3 5/8" STEEL STUDS @ 16" O.C.

BEAD OF CONT. SEALANT

SOUND ATTENUATION BATT. WITH CLIP

TO HOLD BATT IN PLACE

3 5/8" STEEL STUD TRACK

CEILING

2" DEEP LEG 3 5/8" STEEL SLIP TRACK

STEEL STUD WALL BRACING @ 4'-0" O.C.

MAX

STRUCTURE ABOVE

2" DEEP LEG 3 5/8" STEEL SLIP TRACK

STEEL STUD WALL BRACING @ 4'-0" O.C.

MAX

STRUCTURE ABOVE

2" DEEP LEG 3 5/8" STEEL SLIP TRACK

STEEL STUD WALL BRACING @ 4'-0" O.C.

MAX

STRUCTURE ABOVE

S2.F1 2-1/2" METAL STUD TO DECK, GYPSUM BOARD ONE SIDE,

INSULATED

5/8" TYPE X GYP BD, BOTH SIDES

2 1/2" STEEL STUDS @ 16" O.C.

BEAD OF CONT. SEALANT

SOUND ATTENUATION BATT. WITH CLIP

TO HOLD BATT IN PLACE

2 1/2" STEEL STUD TRACK

CEILING

2" DEEP LEG 2 1/2" STEEL SLIP TRACK

STEEL STUD WALL BRACING @ 4'-0" O.C.

MAX

STRUCTURE ABOVE

S3.C1 TWO HOUR RATED 3 5/8" METAL STUD, INSULATED

UL DESIGN NO: U419

TWO LAYERS 5/8" TYPE X GYP

BD, BOTH SIDES

3 5/8" 25 GA STEEL STUDS @ 16" O.C.

BEAD OF CONT. SEALANT, BOTH SIDES

SOUND ATTENUATION BATT.

3 5/8" STEEL STUD TRACK

CEILING

BEAD OF CONT. SEALANT,

BOTH SIDES

2" DEEP LEG 3 5/8" STEEL SLIP TRACK

STEEL STUD WALL BRACING @ 4'-0" O.C.

MAX

STRUCTURE ABOVE

S3.A4 3 5/8" METAL STUD TO 12" ABOVE CEILING GRID, NON-INSULATED

5/8" TYPE X GYP BD, BOTH SIDES

3 5/8" STEEL STUDS @ 16" O.C.

BEAD OF CONT. SEALANT, BOTH SIDES

3 5/8" STEEL RUNNER

3 5/8" STEEL STUD TRACK

M

IN

CEILING

S3.F2 3 5/8" METAL STUD TO DECK, GYPSUM BOARD ONE SIDE,

NON-INSULATED

5/8" TYPE X GYP BD, BOTH SIDES

3 5/8" STEEL STUDS @ 16" O.C.

BEAD OF CONT. SEALANT

3 5/8" STEEL STUD TRACK

CEILING

2" DEEP LEG 3 5/8" STEEL SLIP TRACK

STEEL STUD WALL BRACING @ 4'-0" O.C.

MAX

STRUCTURE ABOVE

M6.B1 6" CMU WALL, 1 HR RATED WHERE NOTED

UL DESIGN NO: U905

6" X 8" X 16" CMU - CLASS D-2

BLOCK

PROVIDE 1" MIN GAP TO ALLOW FOR SLIP

MOVEMENT

CONTINUOUS STEEL ANGLE

CORE & DOWEL INTO PLACE

STRUCTURE ABOVE

5/8" TYPE X GWB BOTH SIDES

S1.F4 7/8" STEEL HAT CHANNEL MOUNTED HORIZONTALLY

5/8" TYPE X GYP BD

EXISTING WALL / COLUMN. VIF

BEAD OF CONT. SEALANT

7/8" STEEL HAT CHANNEL @ 24" O.C.

CEILING

7/8" STEEL HAT CHANNEL

@ 24" O.C., BOTH SIDES

S3.H1 3-5/8" METAL STUD TO DECK, (2) LAYER GYPSUM BOARD ONE SIDE,

INSULATED

(2) LAYERS 5/8" TYPE X GYP BD

3 5/8" STEEL STUDS @ 16" O.C.

BEAD OF CONT. SEALANT

SOUND ATTENUATION BATT. WITH CLIP

TO HOLD BATT IN PLACE

3 5/8" STEEL STUD TRACK

CEILING

2" DEEP LEG 3 5/8" STEEL SLIP TRACK

STEEL STUD WALL BRACING @ 4'-0" O.C.

MAX

STRUCTURE ABOVE

S4.H1 ONE HOUR RATED 4" METAL C-H STUD TO DECK, INSULATED

UL DESIGN NO: U415

5/8" TYPE X GYP BD

4" 25 GA STEEL C-H STUDS @ MAX 24" O.C.

BEAD OF CONT. SEALANT

CEILING, RE: RCP SHEETS

4" 25 GA STEEL J-RUNNER TRACK

4" 25 GA STEEL J-RUNNER TRACK

STEEL STUD WALL BRACING @ 4'-0" O.C.

MAX

BEAD OF CONT. SEALANT

1" TYPE X GYP BD

4" 25 GA STEEL C-H STUDS @ MAX 24" O.C.

P L

A N

S E

C T

IO

N

S E

C T

IO

N

2 3/4" SOUND ATTENUATION BATT.

S3.M1 3 5/8" METAL STUD TO DECK, GYPSUM BOARD, ABUSE RESISTANT

GYPSUM BOARD, INSULATED

ONE (1) LAYER 5/8" ABUSE RESISTANT GYP BD ON

MENTAL HEALTH ROOM SIDE. STAGGER JOINTS.

3 5/8" 25 GA STEEL STUDS @ 16" O.C.

BEAD OF CONT. SEALANT, BOTH SIDES

3 1/2" SOUND ATTENUATION BATT.

CEILING, RE: RCP SHEETS

2" DEEP LEG 3 5/8" STEEL SLIP TRACK

3 5/8" STEEL STUD TRACK

STEEL STUD WALL BRACING @

4'-0" O.C. MAX

ONE (1) LAYER 5/8" TYPE X GYP BD, BOTH SIDES

BEAD OF CONT. SEALANT, BOTH SIDES

S3.N1 3 5/8" METAL STUD TO DECK, DOUBLE LAYER GYPSUM BOARD ONE

SIDE, INSULATED

TWO (2) LAYERS 5/8" TYPE X GYP BD.

STAGGER JOINTS. ROOM SIDE ONLY

3 5/8" STEEL STUDS @ 16" O.C.

BEAD OF CONT. SEALANT

3 1/2" SOUND ATTENUATION BATT.

CEILING, RE: RCP SHEETS

2" DEEP LEG 3 5/8" STEEL SLIP TRACK

3 5/8" STEEL STUD TRACK

STEEL STUD WALL BRACING @ 4'-0" O.C.

MAX

BEAD OF CONT. SEALANT

9 GA DIAMOND MESH (1 1/2" X 2" MAX EXPANDED

METAL) FROM FLOOR TO DECK. SPOT WELD TO

STUDS EVERY 6". OVERLAP JOINTS

S3.P1 3 5/8" METAL STUD TO DECK, DIAMOND MESH, INSULATED

5/8" TYPE X GYP BD, EACH SIDE

3 5/8" STEEL STUDS @ 16" O.C.

BEAD OF CONT. SEALANT

3 1/2" SOUND ATTENUATION BATT.

CEILING, RE: RCP SHEETS

2" DEEP LEG 3 5/8" STEEL SLIP TRACK

3 5/8" STEEL STUD TRACK

STEEL STUD WALL BRACING @ 4'-0" O.C.

MAX

BEAD OF CONT. SEALANT

9 GA DIAMOND MESH (1 1/2" X 2" MAX EXPANDED

METAL) FROM FLOOR TO DECK. SPOT WELD TO

STUDS EVERY 6" ON NON-PHARMACY SIDE OF

PARTITION. OVERLAP JOINTS

S3.J1 3 5/8" METAL STUD TO DECK, DOUBLE GYPSUM BOARD,

INSULATED

ONE (1) LAYER 5/8" TYPE X GYP BD,

BOTH SIDES. STAGGER JOINTS.

3 5/8" 25 GA STEEL STUDS @ 16" O.C.

BEAD OF CONT. SEALANT, BOTH SIDES

3 1/2" SOUND ATTENUATION BATT.

CEILING, RE: RCP SHEETS

2" DEEP LEG 3 5/8" STEEL SLIP TRACK

3 5/8" STEEL STUD TRACK

STEEL STUD WALL BRACING @

4'-0" O.C. MAX

BEAD OF CONT. SEALANT, BOTH SIDES

ONE (1) LAYER 5/8" ABUSE RESISTANT

GYP BD, BOTH SIDES. STAGGER JOINTS.

S1.F2 1 1/2" STEEL HAT CHANNEL MOUNTED HORIZONTALLY

5/8" TYPE X GYP BD

EXISTING WALL / COLUMN. VIF

BEAD OF CONT. SEALANT

1 1/2" STEEL HAT CHANNEL @ 24" O.C.

CEILING

S6.A1 6" METAL STUD TO DECK, INSULATED

S3.A3 3 5/8" METAL STUD TO DECK, INSULATED 1" ABOVE CEILING

5/8" TYPE X GYP BD, BOTH SIDES

3 5/8" STEEL STUDS @ 16" O.C.

BEAD OF CONT. SEALANT, BOTH SIDES

SOUND ATTENUATION BATT.

3 5/8" STEEL STUD TRACK

CEILING

2" DEEP LEG 3 5/8" STEEL SLIP TRACK

STEEL STUD WALL BRACING @ 4'-0" O.C.

MAX

STRUCTURE ABOVE

1"

WALL TAG LEGEND X#.X#

INDICATES STRUCTURAL

MATERIAL

S = STEEL

M = MASONRY

W = WOOD

INDICATES NOMINAL SIZE

INDICATES GYPSUM BOARD

INSTALLATION AND RATING WHERE

APPLICABLE

INDICATES TOP OF WALL

CONDITION

1 = INSULATED TO DECK

2 = NON-INSULATED TO DECK

3 = INSULATED TO 1' - 0"

ABOVE CEILING

4 = NON-INSULATED TO 1' - 0"

ABOVE CEILING

FOR EXAMPLE:

A = GWB BOTH SIDES TO DECK

B = 1 HR RATED CONSTRUCTION

C = 2 HR RATED CONSTRUCTION

F = FURRING STRIPS / GWB 1 SIDE

*SEE WALL TYPES FOR PROJECT SPECIFIC

CONSTRUCTION

3'

STAINLESS STEEL SCREW WITH

STAINLESS STEEL TOGGLE, FLAT

WASHER AND LOCK WASHER @ 16" O.C.

MAX.

METAL STRAPPING

CRASH RAIL,

REFER TO FINISH SCHEDULE

METAL STRAPPING

WALL BASE

HANDRAIL,

REFER TO FINISH

SCHEDULE

TYPICAL WALL CONSTRUCTION,

REFER TO FLOOR PLANS AND WALL TYPES.

TOGGLE BOLT

ALUMINUM ANCHOR BRACKETS OR

CONTINUOUS RETAINER

NEOPRENE CUSHION AT EACH FASTENING

3'

4"

STAINLESS STEEL SCREW WITH

STAINLESS STEEL TOGGLE, FLAT WASHER

AND LOCK WASHER @ 16" O.C. MAX.

METAL STRAPPING

RESILIENT BASE. INSTALL OVER

WALL PROTECTION

HANDRAIL.

REFER TO FINISH

SCHEDULE

TYPICAL WALL CONSTRUCTION.

REFER TO FLOOR PLANS AND WALL

TYPES

IMPACT RESISTANT WALL PROTECTION

FROM FLOOR UP TO BOTTOM OF

HANDRAIL MOUNTING BRACKET WHERE

HANDRAIL IS INDICATED. REFER TO FINISH

SCHEDULE

HANDRAIL

DOOR FRAME

2"

HANDRAIL

20 GA. METAL STUDS WRAPPED

WITH 20 GA. TRACK ON BOTH SIDES -

CONTINUOUS FROM FLOOR TO DECK

CORNER BEAD AT ALL

OUTSIDE CORNERS (TYPICAL)

STEEL STUDS

GYPSUM BOARD

TAMPER RESISTANT,

SELF-TAPPING RECESSED

FASTENER 4" FROM

BOTTOM, TOP AND IN THE

CENTER

STAINLESS STEEL

CHANNEL GUARD

3"

3/ 4"

FINISHED WALL WIDTH

FULL HEIGHT VINYL CORNER

GUARD FASTENED TO WALL

SURFACE

CONTINUOUS ALUMINUM

RETAINER

SELF TAPPING SCREWS

AS SCHEDULED

A S

S C

H E

D U

LE

D

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08 - 6231

A

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

GUIDON DESIGN INC. | 1221 N PENNSYLVANIA SUITE 200 | INDIANAPOLIS, IN 46202

317.800.6388 | WWW.GUIDONDESIGN.COM

GHAFARI ASSOCIATES LLC. | 17101 MICHIGAN AVENUE | DEARBORN, MI 48126

313.441.3000 | WWW.GHAFARI.COM

FRED VOLLMERHAUSEN

CHIEF, ENGINEERING PROJECTS

100% DESIGN SUBMISSION 03/13/2020

95% DESIGN SUBMISSION 9/13/2019

65% DESIGN SUBMISSION 12/05/2018

35% DESIGN SUBMISSION 10/12/2018

100% BID DOCUMENTS 05/20/2020

C U s e rs

\t s a n d e rs \D o c u m e n ts \1

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A

M

AS002

ARCHITECTURAL STANDARDS RENOVATE OUTPATIENT

PHARMACY & URGENT CARE

5500 Armstrong Road, Battle Creek

515-18-109

May 20, 2020 JDF JDJ

100% BID DOCUMENTS

PART. SPRINKLERED

100% BID DOCUMENTS

TOILET ACCESSORY SCHEDULE

MARK DESCRIPTION RESPONSIBLE PARTY COMMENTS

TA1 42" HORIZONTAL GRAB BAR CFCI

TA2 36" HORIZONTAL GRAB BAR CFCI

TA3 18" VERTICAL GRAB BAR CFCI

TA4 TOILET PAPER DISPENSER CFCI

TA5 SANITARY NAPKIN DISPOSAL CFCI

TA6 TOILET SEAT COVER DISPENSER CFCI Mounted at 2'-0" O.C. AFF. Refer to ADA front end sheet for dimensional constraints.

TA7 SOAP DISPENSER CFCI

TA8 PAPER TOWEL DISPENSER OFOI

TA9 MIRROR CFCI

TA10 SANITARY DISPENSER CFCI

TA11 COAT HOOK CFCI Mounted at 3'-6" AFF, centered left to right on panel door.

TA12 SWING UP GRAB BAR CFCI

TA13 SECURITY FRAMED WALL MIRROR CFCI

TA14 ANTI-LIGATURE 36" HORIZONTAL GRAB BAR CFCI

TA15 ANTI-LIGATURE 18" VERTICAL GRAB BAR CFCI

TA16 ANTI-LIGATURE 42" HORIZTONAL GRAB BAR CFCI

TA17 ANTI-LIGATURE TOILET PAPER DISPENSER CFCI

TA18 SECURITY SOAP DISPENSER CFCI

TA19 RECESSED PAPER TOWEL DISPENSER CFCI

SCALE: 1 1/2" = 1'-0"AS002

3 DETAIL - HANDRAIL/CRASHRAIL

SCALE: 1 1/2" = 1'-0"AS002

2 DETAIL - HANDRAIL/WALL PROTECTION

SCALE: 1 1/2" = 1'-0"AS002

4 TYPICAL PLAN DETAIL - HANDRAIL/CRASHRAIL

SCALE: 3" = 1'-0"AS002

6 TYPICAL CORNER FRAMING DETAIL

SCALE: 6" = 1'-0"AS002

1 DETAIL - STAINLESS STEEL CHANNEL GUARD

SCALE: 6" = 1'-0"AS002

5 DETAIL - VINYL CORNER GUARD

UP

H

J

L

M

M.4

N

M.1

2.1 2.2 4.2 5.4 6.3 6.4 6.8 10.2 10.7 11.7 12.913.3

13.3

14.814.9

A

B

3.8 4.9 5.3 5.7 6.5 6.9 9.9 10.6 10.8 11.311.811.9 13.2

HH

FF

JJ

GG

KK

12 3 4 5 6 7 8 9 10 11 12 13 14 15

C1

C2

C

DD

EE

C3

7.7 9.3

C4

C5

OFFICE

STOR.

MALE

FEMALE

OFFICE

MALE

FEMALE

WAITING

C03

PHARMACY

CONTROLLED

SUBSTANCE

0015A

HVAC

0015E

SHELL

0F-001

VEST.

0F-002

STAIR

S6

EXAM

OFFICE

OFFICE

STAFF LOUNGE/

LOCKER ROOM

OFFICE

OFFICE

OFFICE

STOR.

OFFICE

CUSTOMER SERVICE

OFFICE

OFFICE

I.T.

0076 OFFICE

TOILET

SECURITY OFFICE

HSK

ELEC.

SUB WAITING

ADMISSIONS

WAITING ROOM

STAIR

S5

CORRIDOR

C01

PATIENT

INFORMATION

RECEPTION

STOR.

TRIAGE

TRIAGE

TRIAGE

0113 OFFICE

EXAM

EXAM

EXAM

TOILET

0122A

EXAM

NURSE STATION

CORRIDOR

C011

CORRIDOR

C012

RECORDS

WOMEN'S

MEN'S

CORRIDOR

C09

WAITING

SECRETARY

EXAM SOUND

BOOTH

CHIEF

HVAC

0042E

EXAM SOUND

BOOTH

EXAM SOUND

BOOTH

OFFICE

TREATMENT

PROSTHETICS

CORRIDOR

C07

STOR.

STAIR

S2

HSK

RECOVERY

CORRIDOR

C06

SHELL

0G-001

HVAC

0021E

VENDING

OFFICE

OFFICE

HOUSEKEEPING

HVAC

0020E

ELEV.

E2

ELEV. MACH.

0018E

ELEV.

E1

HVAC

0017A

PATIENT FUNDS

AGENT CASHIER

STOR.

0016A

STAIR

S1

PIPE

0014E

ELEV.

E3

TOILET

0092A

DRESSING ROOM

SOILED UTILITY

TREATMENT

TOILET

Room

EQUIP.

STAFF LOUNGE

IMMEDIATE CARE

TOILET

0103A HVAC

0050A

IT

0050E

OFFICE

CORRIDOR

C08

STAIR

S3

EXIT PASSAGEWAY

CO-1

CORRIDOR

C02

CORRIDOR

C05

VEST.

0F-003

EXIT PASSAGEWAY

CO-2

CORRIDOR

C013

CORRIDOR

C010

CORRIDOR

C08

VESTIBULE

TEMPORARY

PHARMACY

(PHASE 1) OPEN

OFFICE AND

AUDIOLOGY

(PHASE 3)

PHARMACY

(PHASE 2)

URGENT CARE

(PHASE 4)

SHADE

INDICATES

APPROXIMATE

AREA OUT OF

SCOPE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08 - 6231

A

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

GUIDON DESIGN INC. | 1221 N PENNSYLVANIA SUITE 200 | INDIANAPOLIS, IN 46202

317.800.6388 | WWW.GUIDONDESIGN.COM

GHAFARI ASSOCIATES LLC. | 17101 MICHIGAN AVENUE | DEARBORN, MI 48126

313.441.3000 | WWW.GHAFARI.COM

FRED VOLLMERHAUSEN

CHIEF, ENGINEERING PROJECTS

100% DESIGN SUBMISSION 03/13/2020

95% DESIGN SUBMISSION 9/13/2019

65% DESIGN SUBMISSION 12/05/2018

35% DESIGN SUBMISSION 10/12/2018

100% BID DOCUMENTS 05/20/2020

C U s e rs

\t s a n d e rs \D o c u m e n ts \1

.1

.0

V

A B

C P

H A

R U

C A ts a n d e rs g u id o n d e s ig n .c o m

.r v t

/2

/2

:4

:1

A

M

AD100

FULL DEMOLITION PLAN RENOVATE OUTPATIENT

PHARMACY & URGENT CARE

5500 Armstrong Road, Battle Creek

515-18-109

May 20, 2020 JDF JDJ

100% BID DOCUMENTS

PART. SPRINKLERED

100% BID DOCUMENTS

SCALE: 3/32" = 1'-0"AD100

1 DEMOLITION PLAN

N

NOT TO SCALE

KEY PLAN - GROUND FLOOR

J

L

M

M.4

N

M.1

10.2 10.7 11.7 12.9 14.8 14.9

HH

FF

JJ

GG

KK

8 9 10 11 12 13

BUILDING EXTERIOR

THIS AREA

LINETYPE AND TEMPORARY

CONSTRUCTION DELINEATES

PHASE BOUNDARY

PHASE 1 THIS SIDE

LINETYPE AND TEMPORARY

CONSTRUCTION DELINEATES

PHASE BOUNDARYPHASE 1 THIS SIDE

PHASE 4E

THIS SIDE

PHASE 1A AND 1C

THIS SIDE

PHASE 4A THIS SIDE

3'

/4

3'

8'

/2

UP

SEE PHASING PLANS TO ENSURE

THAT THE SEQUENCE OF

EXECUTION OF WORK IS AS

INDICATED IN EACH NOTED

PHASE

MINIMUM

6' - 0"

SEE PHASING PLANS TO ENSURE

THAT THE SEQUENCE OF

EXECUTION OF WORK IS AS

INDICATED IN EACH NOTED

PHASE

PHASE 1C

THIS SIDE

C1

DEMOLITION PLAN GENERAL NOTES

COORDINATE DEMOLITION WITH NEW CONSTRUCTION. ALL DEMOLITION AND

REPAIR NECESSARY TO COMPLETE NEW AND REMODEL CONSTRUCTION

SHALL BE PROVIDED. CONTRACTOR SHALL REMOVE EXISTING ITEMS

WHETHER OR NOT SPECIFICALLY INDICATED ON THE DRAWINGS TO

FACILITATE THE COMPLETION OF ALL REQUIRED WORK. CONTRACTOR SHALL

VISIT THE SITE AND VERIFY ALL QUANTITIES AND ITEMS REQUIRED TO BE

REMOVED.

REFER TO ARCHITECTURAL SYMBOLS ON SHEET AS001 FOR DEMOLITION

SYSTEMS AND DRAWING NOMENCLATURE.

EXISTING STRUCTURE WITHIN THE PROJECT BOUNDARY SHALL REMAIN

UNLESS OTHERWISE NOTED.

SURFACES TO BE CUT AND CONDITIONS UNDER WHICH CUTTING IS TO BE

PREFORMED SHALL BE REVIEWED BY CONTRACTOR PRIOR TO CUTTING TO

VERIFY NO UNSAFE OF UNSATISFACTORY CONDITIONS EXIST. SUCH

CONDITIONS SHALL BE RECTIFIED BEFORE WORK MAY PROCEED.

EXTENTS OF DEMOLITION SHALL BE COORDINATED WITH THE

ARCHITECTURAL FLOOR PLANS AS100 SERIES AND ENGINEERING DRAWINGS.

DIMENSIONS SHOWN FOR EXISTING CONSTRUCTION TO BE DEMOLISHED ARE

APPROXIMATE AND ARE INTENDED TO GIVE A GENERAL SCOPE OF WORK TO

BE REMOVED OR TEMPORARILY REMOVED TO ACCOMMODATE NEW

CONSTRUCTION. COORDINATE DEMOLITION WORK WITH DESIGN INTENT OF

NEW CONSTRUCTION.

CONTRACTORS SHALL REMOVE INDICATED DEMOLITION OF CONSTRUCTION

ASSEMBLIES IN THEIR ENTIRETY, UNLESS OTHER WISE NOTED, TO

ACCOMMODATE NEW CONSTRUCTION.

MAKE ALL DEMOLITION CLEAN AND COMPLETE IN A MANNER TO RECEIVE

NEW FINISHES. DEMOLITION SHOULD BE PERFORMED IN A MANNER SUCH

THAT THE CONTRACTOR CAN SEAMLESSLY PATCH NEW WORK TO BE

SMOOTH AND UNDETECABLE. WHERE UNFORESEEN EXISTING ITEMS ARE

DISCOVERED, FOR EXAMPLE FLOORING BENEATH ANOTHER FLOORING,

CONTRACTOR SHALL REMOVE ALL ITEMS TO ACCOMMODATE NEW

CONSTRUCTION.

COORDINATE FULL SCOPE OF DEMOLITION WORK WITH ENGINEERING AND

VENDOR DRAWINGS.

WHERE EXISTING FLOOR FINISH IS REMOVED, FLOORING AND ADHESIVE

SHALL BE REMOVED TO PROVIDE A CLEAN FLOOR SLAB. FLOOR SLAB SHALL

BE FILLED/ LEVELED TO PROVIDE A LEVEL FINISH PER NEW FLOORING

MANUFACTURES RECOMMENDATIONS. REFER TO SPECIFICATION 09 05 16.

COORDINATE REMOVAL OF OXYGEN, VACUUM, NURSE CALL AND SPECIAL

ELECTRICAL ITEM WITH ENGINEERING DRAWINGS.

CONTRACTORS SHALL COORDINATE WITH THE VA AND OTHER TRADES TO

ENSURE THAT NORMAL BUSINESS HOURS ARE NOT AFFECTED.

CAREFULLY REMOVE AND STORE ALL FF&E AND ANY OTHER MISCELLANEOUS

ITEMS E.G. TELEVISIONS, MOUNTING BRACKETS, VENDING MACHINES, ETC.

WHICH MUST BE MOVED TO ACCOMMODATE WORK. SEE NEW WORK FOR

ITEMS TO BE REINSTALLED. COORDINATE WITH COR TO DETERMINE IF ITEMS

MAY BE DISPOSED OF.

A

B

C

D

E

F

G

H

I

J

K

L

M

DEMOLITION PLAN SPECIFIC NOTES

REMOVE AND SALVAGE EXISTING MODULAR FURNITURE. OFFER TO OWNER

FOR REUSE IN ANOTHER PROJECT. IF OWNER DOES NOT WANT SALVAGED

FURNITURE, CONTRACTOR IS RESPONSIBLE FOR DISPOSAL.

REMOVE WALL AND FLOOR MOUNTED CASEWORK.

REMOVE CERAMIC TILE FLOORING, ASSUME THICK SET MORTAR BED.

REMOVE ACOUSTIC PANEL CEILING ASSEMBLY IN ITS ENTIRETY.

REMOVE CEILING MOUNTED EQUIPMENT AND HANGER ASSEMBLIES IN THEIR

ENTIRETY, SUCH AS CUBICLE CURTAIN AND IV TRACKS, MONITOR AND TV

MOUNTS, AND OTHER SIMILAR MEDICAL EQUIPMENT.

REMOVE, SALVAGE, CATALOG, AND STORE EXISTING TOILET ACCESSORIES

FOR REUSE.

REMOVE RESILIENT TILE FLOORING AND WALL BASE.

REMOVE PORTION OF EXTERIOR WALL TO ACCOMMODATE NEW WINDOW.

REMOVE INDICATED PORTION OF WALL TO ACCOMMODATE NEW WORK. SEE

FLOOR PLAN

BULKHEAD CONSTRUCTION TO REMAIN. CONTAINS MEP ELEMENTS,

COORDINATE WITH ENGINEERING DRAWINGS.

REMOVE PLUMBING FIXTURES. REFER TO PLUMBING PLAN FOR ADDITIONAL

INFORMATION.

REMOVE INDICATED PORTION OF EXISTING EXTERIOR WALL TO ACCOMODATE

NEW WORK - PROVIDE ANY NECESSARY MEAN AND / OR METHOD TO

MITIGATE OPENING DURING DEMOLITION.

REMOVE WALK-UP TELLER WINDOWS.

REMOVE PORTION OF WALL THAT WAS ORIGINALLY AN EXTERIOR WALL,

SOLID CONCRETE.

EXISTING SOUND BOOTH TO BE RELOCATED.

REMOVE STAIRS AND CONCRETE PLATFORM.

REMOVE EXTERIOR DOOR AND FRAME. PREPARE FOR NEW CONSTRUCTION.

REMOVE LAYER OF GYPSUM BOARD TO EXPOSE METAL STUDS AS INDICATED.

PREPARE FOR NEW CONSTRUCTION.

TEMPORARY CONSTRUCTION BARRIER. SEE PHASING PLANS

REMOVE AND SALVAGE EXISTING PASS THROUGH FOR REUSE IN TEMPORARY

PHARMACY. COORDINATE WITH NEW CONSTRUCTION.

REMOVE AND SALVAGE EXISTING DOOR FRAME. OFFER TO OWNER FOR

REUSE. REMOVE AND SALVAGE EXISTING DOOR LEAF AND ASSOCIATED

DOOR HARDWARE FOR REUSE ON DOOR 0097B.

REMOVE EXISTING LVT FLOORING COMPLETELY DOWN TO CONCRETE SLAB.

REMOVE EXISTING CARPETING COMPLETELY DOWN TO CONCRETE SLAB.

CAREFULLY REMOVE PORTION OF EXISTING AND NEW WALLS AS REQUIRED

TO ACCOMMODATE NEW PASS THRU. REFER TO NEW WORK PLAN AND

ELEVATIONS FOR SIZE OF OPENING.

REMOVE EXISTING VESTIBULE STUCTURE AS REQUIRED TO ACCOMMODATE

NEW WORK, INCLUDING ROOF AND ALL ASSOCIATED COMPONENTS. SEE

STRUCTURAL.

CAREFULLY REMOVE EXISTING WINDOW IN ITS ENTIRETY AND STORE FOR

REINSTALLATION AT CONSTRUCTION COMPLETION. WINDOW OPENING SHALL

BE USED AS A TEMPORARY CONSTRUCTION ENTRANCE.

REMOVE EXISTING CANOPY AND ALL ASSOCIATED COMPONENTS

COMPLETELY INCLUDING COLUMNS, BEAMS, FLASHING.

REMOVE PORTIONS OF EXTERIOR RAMP, SIDEWALK, INCLUDING HANDRAILS,

AND ALL ASSOCIATED COMPONENTS AS REQUIRED TO ACCOMMODATE NEW

WORK.

REFERS TO SHEETS AD101, AD102, AD103, AND AD104

REFERS TO SHEETS AD101, AD102, AD103, AND AD104

TEMPORARY

PHARMACY

(PHASE 1) OPEN

OFFICE AND

AUDIOLOGY

(PHASE 3)

PHARMACY

(PHASE 2)

URGENT CARE

(PHASE 4)

SHADE

INDICATES

APPROXIMATE

AREA OUT OF

SCOPE

STOR.

STAIR

S2

HSK

SHELL

0G-001

HVAC

0021E

VENDING

OFFICE

OFFICE

CORRIDOR

C05

EXIT PASSAGEWAY

CO-2

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08 - 6231

A

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

GUIDON DESIGN INC. | 1221 N PENNSYLVANIA SUITE 200 | INDIANAPOLIS, IN 46202

317.800.6388 | WWW.GUIDONDESIGN.COM

GHAFARI ASSOCIATES LLC. | 17101 MICHIGAN AVENUE | DEARBORN, MI 48126

313.441.3000 | WWW.GHAFARI.COM

FRED VOLLMERHAUSEN

CHIEF, ENGINEERING PROJECTS

100% DESIGN SUBMISSION 03/13/2020

95% DESIGN SUBMISSION 9/13/2019

65% DESIGN SUBMISSION 12/05/2018

35% DESIGN SUBMISSION 10/12/2018

100% BID DOCUMENTS 05/20/2020

C U s e rs

\t s a n d e rs \D o c u m e n ts \1

.1

.0

V

A B

C P

H A

R U

C A ts a n d e rs g u id o n d e s ig n .c o m

.r v t

/2

/2

:4

:1

A

M

AD101

ENLARGED DEMOLITION PLAN -

PHASE 1 - TEMP. PHARMACY

RENOVATE OUTPATIENT

PHARMACY & URGENT CARE

5500 Armstrong Road, Battle Creek

515-18-109

May 20, 2020 JDF JDJ

100% BID DOCUMENTS

PART. SPRINKLERED

100% BID DOCUMENTS

SCALE: 3/16" = 1'-0"AD101

1 ENLARGED DEMOLITION PLAN - PHASE 1 - TEMPORARY PHARAMACY

N

SCALE: 1" = 80'-0"

UP H

L

M

M.4

N

M.1

2.1 2.2 4.2 5.4 6.3 6.4 6.8

HH

FF

JJ

GG

KK

2 3 4 5 6 7

12 12 13 13 13

18 6' - 8"

LINETYPE AND TEMPORARY CONSTRUCTION

DELINEATES PHASE BOUNDARY

PHASE 2A THIS SIDE

LINETYPE AND TEMPORARY

CONSTRUCTION DELINEATES

PHASE BOUNDARY

PHASE 2A

THIS SIDE

BUILDING

EXTERIOR THIS

AREA

BUILDING

EXTERIOR THIS

AREA

PHASE 2A

THIS SIDE

19 PHASE 4E

THIS SIDE

PHASE 3D

THIS SIDE

22 12

4' - 7 5/8"

SEE PHASING PLANS TO ENSURE

THAT THE SEQUENCE OF WORK

IS AS INDICATED IN EACH NOTED

PHASE

PHASE 3D

THIS SIDE

DD

EE

AD102

DEMOLITION PLAN GENERAL NOTES

COORDINATE DEMOLITION WITH NEW CONSTRUCTION. ALL DEMOLITION AND

REPAIR NECESSARY TO COMPLETE NEW AND REMODEL CONSTRUCTION

SHALL BE PROVIDED. CONTRACTOR SHALL REMOVE EXISTING ITEMS

WHETHER OR NOT SPECIFICALLY INDICATED ON THE DRAWINGS TO

FACILITATE THE COMPLETION OF ALL REQUIRED WORK. CONTRACTOR SHALL

VISIT THE SITE AND VERIFY ALL QUANTITIES AND ITEMS REQUIRED TO BE

REMOVED.

REFER TO ARCHITECTURAL SYMBOLS ON SHEET AS001 FOR DEMOLITION

SYSTEMS AND DRAWING NOMENCLATURE.

EXISTING STRUCTURE WITHIN THE PROJECT BOUNDARY SHALL REMAIN

UNLESS OTHERWISE NOTED.

SURFACES TO BE CUT AND CONDITIONS UNDER WHICH CUTTING IS TO BE

PREFORMED SHALL BE REVIEWED BY CONTRACTOR PRIOR TO CUTTING TO

VERIFY NO UNSAFE OF UNSATISFACTORY CONDITIONS EXIST. SUCH

CONDITIONS SHALL BE RECTIFIED BEFORE WORK MAY PROCEED.

EXTENTS OF DEMOLITION SHALL BE COORDINATED WITH THE

ARCHITECTURAL FLOOR PLANS AS100 SERIES AND ENGINEERING DRAWINGS.

DIMENSIONS SHOWN FOR EXISTING CONSTRUCTION TO BE DEMOLISHED ARE

APPROXIMATE AND ARE INTENDED TO GIVE A GENERAL SCOPE OF WORK TO

BE REMOVED OR TEMPORARILY REMOVED TO ACCOMMODATE NEW

CONSTRUCTION. COORDINATE DEMOLITION WORK WITH DESIGN INTENT OF

NEW CONSTRUCTION.

CONTRACTORS SHALL REMOVE INDICATED DEMOLITION OF CONSTRUCTION

ASSEMBLIES IN THEIR ENTIRETY, UNLESS OTHER WISE NOTED, TO

ACCOMMODATE NEW CONSTRUCTION.

MAKE ALL DEMOLITION CLEAN AND COMPLETE IN A MANNER TO RECEIVE

NEW FINISHES. DEMOLITION SHOULD BE PERFORMED IN A MANNER SUCH

THAT THE CONTRACTOR CAN SEAMLESSLY PATCH NEW WORK TO BE

SMOOTH AND UNDETECABLE. WHERE UNFORESEEN EXISTING ITEMS ARE

DISCOVERED, FOR EXAMPLE FLOORING BENEATH ANOTHER FLOORING,

CONTRACTOR SHALL REMOVE ALL ITEMS TO ACCOMMODATE NEW

CONSTRUCTION.

COORDINATE FULL SCOPE OF DEMOLITION WORK WITH ENGINEERING AND

VENDOR DRAWINGS.

WHERE EXISTING FLOOR FINISH IS REMOVED, FLOORING AND ADHESIVE

SHALL BE REMOVED TO PROVIDE A CLEAN FLOOR SLAB. FLOOR SLAB SHALL

BE FILLED/ LEVELED TO PROVIDE A LEVEL FINISH PER NEW FLOORING

MANUFACTURES RECOMMENDATIONS. REFER TO SPECIFICATION 09 05 16.

COORDINATE REMOVAL OF OXYGEN, VACUUM, NURSE CALL AND SPECIAL

ELECTRICAL ITEM WITH ENGINEERING DRAWINGS.

CONTRACTORS SHALL COORDINATE WITH THE VA AND OTHER TRADES TO

ENSURE THAT NORMAL BUSINESS HOURS ARE NOT AFFECTED.

CAREFULLY REMOVE AND STORE ALL FF&E AND ANY OTHER MISCELLANEOUS

ITEMS E.G. TELEVISIONS, MOUNTING BRACKETS, VENDING MACHINES, ETC.

WHICH MUST BE MOVED TO ACCOMMODATE WORK. SEE NEW WORK FOR

ITEMS TO BE REINSTALLED. COORDINATE WITH COR TO DETERMINE IF ITEMS

MAY BE DISPOSED OF.

A

B

C

D

E

F

G

H

I

J

K

L

M

DEMOLITION PLAN SPECIFIC NOTES

REMOVE AND SALVAGE EXISTING MODULAR FURNITURE. OFFER TO OWNER

FOR REUSE IN ANOTHER PROJECT. IF OWNER DOES NOT WANT SALVAGED

FURNITURE, CONTRACTOR IS RESPONSIBLE FOR DISPOSAL.

REMOVE WALL AND FLOOR MOUNTED CASEWORK.

REMOVE CERAMIC TILE FLOORING, ASSUME THICK SET MORTAR BED.

REMOVE ACOUSTIC PANEL CEILING ASSEMBLY IN ITS ENTIRETY.

REMOVE CEILING MOUNTED EQUIPMENT AND HANGER ASSEMBLIES IN THEIR

ENTIRETY, SUCH AS CUBICLE CURTAIN AND IV TRACKS, MONITOR AND TV

MOUNTS, AND OTHER SIMILAR MEDICAL EQUIPMENT.

REMOVE, SALVAGE, CATALOG, AND STORE EXISTING TOILET ACCESSORIES

FOR REUSE.

REMOVE RESILIENT TILE FLOORING AND WALL BASE.

REMOVE PORTION OF EXTERIOR WALL TO ACCOMMODATE NEW WINDOW.

REMOVE INDICATED PORTION OF WALL TO ACCOMMODATE NEW WORK. SEE

FLOOR PLAN

BULKHEAD CONSTRUCTION TO REMAIN. CONTAINS MEP ELEMENTS,

COORDINATE WITH ENGINEERING DRAWINGS.

REMOVE PLUMBING FIXTURES. REFER TO PLUMBING PLAN FOR ADDITIONAL

INFORMATION.

REMOVE INDICATED PORTION OF EXISTING EXTERIOR WALL TO ACCOMODATE

NEW WORK - PROVIDE ANY NECESSARY MEAN AND / OR METHOD TO

MITIGATE OPENING DURING DEMOLITION.

REMOVE WALK-UP TELLER WINDOWS.

REMOVE PORTION OF WALL THAT WAS ORIGINALLY AN EXTERIOR WALL,

SOLID CONCRETE.

EXISTING SOUND BOOTH TO BE RELOCATED.

REMOVE STAIRS AND CONCRETE PLATFORM.

REMOVE EXTERIOR DOOR AND FRAME. PREPARE FOR NEW CONSTRUCTION.

REMOVE LAYER OF GYPSUM BOARD TO EXPOSE METAL STUDS AS INDICATED.

PREPARE FOR NEW CONSTRUCTION.

TEMPORARY CONSTRUCTION BARRIER. SEE PHASING PLANS

REMOVE AND SALVAGE EXISTING PASS THROUGH FOR REUSE IN TEMPORARY

PHARMACY. COORDINATE WITH NEW CONSTRUCTION.

REMOVE AND SALVAGE EXISTING DOOR FRAME. OFFER TO OWNER FOR

REUSE. REMOVE AND SALVAGE EXISTING DOOR LEAF AND ASSOCIATED

DOOR HARDWARE FOR REUSE ON DOOR 0097B.

REMOVE EXISTING LVT FLOORING COMPLETELY DOWN TO CONCRETE SLAB.

REMOVE EXISTING CARPETING COMPLETELY DOWN TO CONCRETE SLAB.

CAREFULLY REMOVE PORTION OF EXISTING AND NEW WALLS AS REQUIRED

TO ACCOMMODATE NEW PASS THRU. REFER TO NEW WORK PLAN AND

ELEVATIONS FOR SIZE OF OPENING.

REMOVE EXISTING VESTIBULE STUCTURE AS REQUIRED TO ACCOMMODATE

NEW WORK, INCLUDING ROOF AND ALL ASSOCIATED COMPONENTS. SEE

STRUCTURAL.

CAREFULLY REMOVE EXISTING WINDOW IN ITS ENTIRETY AND STORE FOR

REINSTALLATION AT CONSTRUCTION COMPLETION. WINDOW OPENING SHALL

BE USED AS A TEMPORARY CONSTRUCTION ENTRANCE.

REMOVE EXISTING CANOPY AND ALL ASSOCIATED COMPONENTS

COMPLETELY INCLUDING COLUMNS, BEAMS, FLASHING.

REMOVE PORTIONS OF EXTERIOR RAMP, SIDEWALK, INCLUDING HANDRAILS,

AND ALL ASSOCIATED COMPONENTS AS REQUIRED TO ACCOMMODATE NEW

WORK.

REFERS TO SHEETS AD101, AD102, AD103, AND AD104

REFERS TO SHEETS AD101, AD102, AD103, AND AD104

OFFICE

STOR.

MALE

FEMALE

OFFICE

WAITING

C03

PHARMACY

CONTROLLED

SUBSTANCE

0015A

HVAC

0015E

SHELL

0F-001

VEST.

0F-002

STAIR

S6

ELEV. MACH.

0018E

ELEV.

E1

HVAC

0017A

PATIENT FUNDS

AGENT CASHIER

STOR.

0016A

STAIR

S1

PIPE

0014E

TEMPORARY

PHARMACY

(PHASE 1) OPEN

OFFICE AND

AUDIOLOGY

(PHASE 3)

PHARMACY

(PHASE 2)

URGENT CARE

(PHASE 4)

SHADE

INDICATES

APPROXIMATE

AREA OUT OF

SCOPE

3.8

2 3

DD

STAFF LOUNGE/

LOCKER ROOM

0013 CORRIDOR

C04

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08 - 6231

A

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

GUIDON DESIGN INC. | 1221 N PENNSYLVANIA SUITE 200 | INDIANAPOLIS, IN 46202

317.800.6388 | WWW.GUIDONDESIGN.COM

GHAFARI ASSOCIATES LLC. | 17101 MICHIGAN AVENUE | DEARBORN, MI 48126

313.441.3000 | WWW.GHAFARI.COM

FRED VOLLMERHAUSEN

CHIEF, ENGINEERING PROJECTS

100% DESIGN SUBMISSION 03/13/2020

95% DESIGN SUBMISSION 9/13/2019

65% DESIGN SUBMISSION 12/05/2018

35% DESIGN SUBMISSION 10/12/2018

100% BID DOCUMENTS 05/20/2020

C U s e rs

\t s a n d e rs \D o c u m e n ts \1

.1

.0

V

A B

C P

H A

R U

C A ts a n d e rs g u id o n d e s ig n .c o m

.r v t

/2

/2

:4

:3

A

M

AD102

ENLARGED DEMOLITION PLAN -

PHASES 2 / 3C - PHARMACY

RENOVATE OUTPATIENT

P…