537-15-160 Construction Drawings 2 of 4.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

OR SURFACE MOUNTED

LIGHT FIXTURES, CEILING MOUNTED

HVAC RETURN AIR GRILLE

HVAC SUPPLY DIFFUSER

EXIT LIGHTING

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

ABA AMERICANS BARRIER ACT

AC AIR CONDITION

A/E ARCHITECT/ENGINEER

ACT ACOUSTICAL CEILING TILE

ADC AUTOMATIC DOOR CLOSER

ADDL ADDITIONAL

ADDN ADDITION

ADH ADHESIVE

ADJ ADJACENT, ADJOINING, OR ADJUSTABLE

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AHJ AUTHORITY HAVING JURISDICTION

AHU AIR HANDLING UNIT

ALT ALTERNATE

ALUM ALUMINUM

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APPD APPROVED

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASB ASBESTOS

AUTO AUTOMATIC

AUX AUXILIARY

AV AUDIO VISUAL

AVG AVERAGE

BD BOARD

BLD BUILD

BLDG BUILDING

BLKG BLOCKING

BOT BOTTOM

BRCG BRACING

BRDG BRIDGING

BRG BEARING

BRKT BRACKET

BTWN BETWEEN

C CELSIUS CHANNEL OR CHANNEL CELSIUS

CONC CAST CONCRETE

C TO C CENTER TO CENTER

CAB CABINET

CC CUBIC CENTIMETER

CCTV CLOSED CIRCUIT TELEVISION

CCW COUNTERCLOCKWISE

CEM CEMENT

CER CERAMIC

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR FURNISHED/CONTRACTOR INSTALLED

CF/OI CONTRACTOR FURNISHED/OWNER INSTALLED

CFLG COUNTERFLASHING

CG CORNER GUARD

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

CO₂ CARBON DIOXIDE

COL COLUMN

COM COMMON

COMB COMBINATION, COMBINED

COMM COMMUNICATION

COMP COMPONENT

CONC CONCRETE

COND CONDENSER OR CONDITION

CONF CONFERENCE

CONSTR CONSTRUCTION

CONT CONTINUE

CONTR CONTRACTOR

COORD COORDINATE

CORR CORRIDOR

CPM CRITICAL PATH METHOD

CPT CARPET

CRS COLD ROLLED STEEL

CS CAST CONCRETE STONE

CTR CENTER

CTRL CONTROL

CTV CABLE TELEVISION

CU FT CUBIC FEET

CU IN CUBIC INCH

CU YD CUBIC YARD

CURT CURTAIN

CYL CYLINDER

CYL L CYLINDER LOCK

DAT DATUM

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

DOC DOCUMENT

DN DOWN

DR DOOR, DRAIN, DRESSING ROOM, OR DRIVE

DS DOWNSPOUT

DWG DRAWING

E EAST

EA EACH

EFS EXTERIOR FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELAST ELASTOMERIC

ELEC ELECTRIC

ELEV ELEVATOR

EMER EMERGENCY

ENCL ENCLOSURE

ENGR ENGINEER

EPDM ETHYLENE PROPYLENE DIENE MONOMER

EPO EMERGENCY POWER OFF

EPS EXPANDED POLYSTYRENE BOARD (INSULATION)

EQ EQUAL

EQL SP EQUALLY SPACED

EQUIP EQUIPMENT

EQUIV EQUIVALENT

EST ESTIMATE

ETS EXPOSE TO STRUCTURE

EWS EYE WASH STATION

EXH EXHAUST

EXIST EXISTING

EXT EXTERIOR, EXTERNAL, OR EXTINGUISHER

F FAHRENHEIT OR FEMALE

FA FIRE ALARM

FCO FLOOR CLEANOUT

FCTY FACTORY

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FACE

FIN FINISH

FLEX FLEXIBLE

FLG FLOORING

FLR FLOOR

FRZ FREEZER

FSTNR FASTENER

FT FEET OR FOOT

FURN FURNISH OR FURNITURE

FUT FUTURE

V VOLT

VAC VACUUM

VAR VARIES

VCT VINYL COMPOSITION TILE OR VITRIFIED CLAY TILE

VEH VEHICLE

VENT VENTILATION

VERT VERTICAL

VEST VESTIBULE

VIC VICINITY

VID VIDEO

VIF VERIFY IN FIELD

VOC VOLATILE ORGANIC COMPOUND

VOL VOLUME

VOLT VOLTAGE

VP VENEER PLASTER

VR VAPOR RETARDER

VTR VENT THROUGH ROOF

W/ WITH

W/O WITHOUT

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

WLD WELDED

WM WIRE MESH

WP WATERPROOFING

WWF WELDED WIRE FABRIC

YR YEAR

GENERAL CONSTRUCTION NOTES

CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE WORK WITH OWNER’S

REPRESENTATIVE/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.

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 CROSS COORDINATION IS REQUIRED.

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 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

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.

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 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.

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.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

12.

13.

14.

15.

16.

17.

18.

19.

GA GAGE OR GYPSUM ASSOCIATION

GALV STL GALVANIZED STEEL

GB GRAB BAR

GC GENERAL CONTRACTOR

GD GUARD

GDR GUARD RAIL

GEN GENERAL OR GENERATOR

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

HAZ MAT HAZARDOUS MATERIALS

HB HOSE BIBB

HC HOLLOW CORE

HDBD HARDBOARD

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE AIR (FILTER)

HEX HEXAGON

HF HIGH FREQUENCY

HGR HANGER

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HMDF HOLLOW METAL DOOR AND FRAME

HMF HOLLOW METAL FRAME

HNDRL HANDRAIL

HORIZ HORIZONTAL

HOSP HOSPITAL

HSKPG HOUSEKEEPING

HT HEIGHT

HVAC HEATING, VENTILATING, AND AIR CONDITIONING

HVY HEAVY

I INTERSTATE (HIGHWAY) OR MOMENT OF INERTIA

IAQ INDOOR AIR QUALITY

IBC INTERNATIONAL BUILDING CODE

ID IDENTIFICATION, INSIDE DIAMETER

ID NO IDENTIFICATION NUMBER

INCL INCLUDED

INFO INFORMATION

INSUL INSULATION

INT INTERIOR

INTERCOM INTERCOMMUNICATION

INTL INTERNATIONAL

JAN JANITOR

J-BOX JUNCTION BOX

JT JOINT

L ANGLE

LAB LABORATORY

LAD LADDER

LAM LAMINATE

LAM GL LAMINATED GLASS

LAV LAVATORY

LBS POUND

LD BRG LOAD-BEARING

LED LIGHT EMITTING DIODE

LF LINEAR FEET (FOOT)

LH LEFT HAND

LHR LEFT HAND REVERSE OR LEFT HAND REVERSE

LIB LIBRARY

LIN LINEAR

LIQ LIQUID

LRG LARGE

LT GA LIGHT GAGE

LT WT LIGHTWEIGHT

LTG LIGHTING

LTNG LIGHTNING

LVD LOUVERED

LVR LOUVER

LWC LIGHTWEIGHT CONCRETE

LYR LAYER

MACH RM MACHINE ROOM

MAINT MAINTENANCE

MAN MANUAL

MATL MATERIAL

MAX MAXIMUM

ME MECHANICAL ENGINEER

MEAS MEASURE

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MEMO MEMORANDUM

MFD MANUFACTURED

MFG MANUFACTURING

MFR MANUFACTURER

MFR REC MANUFACTURER'S RECOMMENDATION

MGT MANAGEMENT

MIC MICROPHONE

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM MINUTE OR MINUTE MINIMUM

MIRR MIRROR

MISC MISCELLANEOUS

MIT MITER

MKR MARKER

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

N NORTH

NA NOT APPLICABLE

NAT NATURAL

NATL NATIONAL

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 OXYGEN

OC ON CENTER

OCC OCCUPY

OCT OCTAGON

OD OUTSIDE DIAMETER OR OUTSIDE DIMENSION

OF/CI OWNER FURNISHED/CONTRACTOR INSTALLED

OFF OFFICE

OF/OI OWNER FURNISHED/OWNER INSTALLED

OH OVERHANG

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPR OPERABLE

OPT OPTIONAL

OR OPERATING ROOM OR OUTSIDE RADIUS

ORD ORDNANCE OR OVERFLOW ROOF DRAIN

ORIG ORIGINAL

ORN ORNAMENTAL

OUT OUTLET

OZ OUNCE

PAR PARALLEL OR PARAPET

PART PARTIAL

PAT PATTERN

PED PEDESTAL

PEND PENDANT

PERF PERFORATED

PERIM PERIMETER

PERP PERPENDICULAR

PKG PACKAGE

PL PLATE, PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAS PLASTER OR PLASTIC

PLBG PLUMBING

PLYWD PLYWOOD

PNEU PNEUMATIC

PNL PANEL

POLY POLYETHYLENE (PLASTIC)

PREFAB PREFABRICATE

PREFIN PREFINISH

PRELIM PRELIMINARY

PREP PREPARATION

PRESS PRESSURE

PREV PREVIOUS

PROJ PROJECT

PROP PROPERTY

PT PAINT, PNEUMATIC TUBE, OR PRESSURE TREATED

PWR POWER

QA QUALITY ASSURANCE

QC QUALITY CONTROL

QTR QUARTER

QTY QUANTITY

QUAD QUADRANT

QUAL QUALITY

RA RETURN AIR

RAD RADIATOR

RB RESILIENT BASE OR RUBBER BASE

RBR RUBBER

RCP REFLECTED CEILING PLAN

RCVR RECEIVER

REC RECESSED

RECPT RECEPTACLE

RECT RECTANGLE

REF REFERENCE OR REFRIGERATOR

REFR REFRACTORY REFRIGERATION OR REFRIGERATION

REFRACTORY

REG REGISTER

REINF REINFORCE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

RET RETURN

REV REVISION

RF RADIO FREQUENCY

RFI REQUEST FOR INFORMATION

RFP REQUEST FOR PROPOSAL

RH RIGHT HAND

RM ROOM

RND ROUND

RO ROUGH OPENING

ROW RIGHT OF WAY

RPM REVOLUTIONS PER MINUTE

RT RIGHT

RV ROOF VENT

RVS REVERSE

SA SUPPLY AIR

SAN SANITARY

SCHED SCHEDULE

SCHEM SCHEMATIC

SCRN SCREEN

SDG SIDING

SECT SECTION

SEG SEGMENT

SEL SELECT

SEP SEPARATE

SF SQUARE FOOT (FEET)

SHR SHOWER

SHT SHEET

SHT MTL FLASH SHEET METAL (FLASHING)

SHV SHELVING

SIM SIMILAR

SK SKETCH

SKLT SKYLIGHT

SMK SMOKE

S SOUTH

SPEC SPECIFICATION

SPKLR SPRINKLER

SPKR SPEAKER

SPLY SUPPLY

SQ SQUARE

STD STANDARD

STL STEEL

STL TB STEEL TUBE

STNLS STAINLESS

STOR STORAGE

STR STRINGERS

STRUCT STRUCTURAL

SUB SUBSTITUTE

SURF SURFACE

SUSP SUSPEND

SV SHEET VINYL

SW SWITCH

SYM SYMBOL

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

TECH TECHNICAL

TEL TELEPHONE

TEMP TEMPERATURE OR TEMPORARY

TER TERRAZZO

THD THREAD

THERM THERMAL

THK THICKNESS

THRES THRESHOLD

THRU THROUGH

THRUOUT THROUGHOUT

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

TRANS TRANSOM

TRANS WD FIN TRANSPARENT WOOD FINISH

THERMO THERMOSTAT

TV TELEVISION

TYP TYPICAL

U HEAT TRANSFER COEFFICIENT

UC UNDERCUT

UL UNDERWRITERS LABORATORIES

UNFIN UNFINISH

UON UNLESS OTHERWISE NOTED

UPS UNINTERRUPTIBLE POWER SUPPLY

UR URINAL

UTIL UTILITY

UV ULTRAVIOLET

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

REVISION TO PLAN CALLOUT

WALLS

DOOR TAG

KEY NOTE TAGS

WALL TAG : REFER TO WALL LEGEND FOR MORE

INFORMATION

DOORS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C U s e rs \s w h it c o m b

.G U

ID

O

N D

E S

IG

N

\D o c u m e n ts \1

.5

.0

E

D P h a s e d R e n o v s w h it c o m b g u id o n d e s ig n .c o m

.r v t

/2

/2

:4

:0

P

M

AE001

ARCHITECTURAL SYMBOLS AND

ABBREVIATIONSGUIDON-CMTA SDVOSB JV, LLC

EMERGENCY DEPARTMENT

RENOVATION

JESSE BROWN VAMC, CHICAGO

537-15-160

1A

06/12/2020 JDF STW

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

100% CONSTRUCTION DOCUMENTS

Revisions: Date:

100% RE-SUBMIT 2020/06/29

2'

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

RESILIENT 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

8" 4"

IMPACT RESISTANT WALL PROTECTION

4' AFF. REFER TO FINISH SCHEDULE

TRIM AND CONCEALED CLIP FROM IMPACT

RESISTANT WALL PROTECTION SYSTEM

W A

LL

P

R O

T E

C T

IO

N

4'

CORNER GUARD

HANDRAIL

6"

DOOR FRAME

2"

HANDRAIL

6"

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

WALL TYPES LEGEND AND GENERAL NOTES

A. ALL WALLS WILL BE WALL TYPE S3C.G UNLESS OTHERWISE NOTED.

B. ALL WALL TYPE INDICATORS REFER TO THIS SHEET UNLESS OTHERWISE

NOTED.

C. REFER TO DIMENSION PLANS FOR PARTITION TYPE LOCATIONS.

PARTITIONS ARE DISTINGUISHED ON PLANS BY SYMBOL DESIGNATION

GRAPHIC DESIGNATION, OR A COMBINATION OF BOTH. REFER TO

PARTITION TYPE SCHEDULE ON THIS SHEET FOR PARTITIONS USED ON

THIS PROJECT.

D. ALL DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD, OR TO FACE

OF BLOCK. REFER TO PARTITION WALL TYPES FOR PARTITION WIDTH

DIMENSIONS.

E. ALL WALL STUDS TO BE 16" O.C. UNLESS OTHERWISE NOTED.

F. REFER TO SPECIFICATIONS AND TO TABLE ON THIS SHEET FOR MINIMUM

STUD GAUGE, MAXIMUM SPACING AND ALLOWABLE LIMITING HEIGHT

DEFLECTION CRITERIA FOR GYPSUM BOARD ASSEMBLIES AND REQUIRED

FINISHES. FOR WALLS WHERE STUDS ARE ATTACHED TO STRUCTURE

ABOVE, PROVIDE CROSS BRACING AS NECESSARY MEETING THE CRITERIA

INDICATED TO ACCOMMODATE THE SPECIFIED DEFLECTION CRITERIA OF

THE WALL.

G. ALL INTERIOR NON-BEARING STUDS TO BE DESIGNED FOR A DEFLECTION

EQUAL TO BUT NOT GREATER THAN L/240, UNLESS FULL HEIGHT FINISH IS

DETERMINED TO BE FRAGILE OR BRITTLE, THEN DEFLECTION TO BE L/360.

EXAMPLES OF FRAGILE FINISHES WOULD INCLUDE BUT NOT LIMITED TO

ANY TYPE OF WALL TILE, PLASTER OR PLASTER SKIM COAT.

H. ALTHOUGH WALL STUD SIZES ARE LISTED ON PLANS AND WALL TYPES IN

AREAS WHERE STUDS ARE TO STRUCTURE ABOVE OR HIGH AREAS,

CONTRACTOR TO VERIFY SIZED INDICATED IS ADEQUATE FOR HEIGHT

LISTED. PROVIDE ADEQUATE SIZE STELL STUD FRAMING AND NOTIFY

ARCHITECT OF ANY DISCREPANCY PRIOR TO FABRICATION OR

INSTALLATION.

I. KING STUDS AT DOOR FRAMES TO BE 18 GA. UNLESS OTHERWISE NOTED.

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

CONSTRUCTION, UNLESS OTHERWISE NOTED.

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

L. REFER TO LIFE SAFETY PLANS FOR LOCATIONS AND RATINGS OF SMOKE

AND FIRE RATED PARTITIONS. REFERENCE TEST NUMBERS APPLY ONLY TO

PARTITIONS INDICATED TO BE RATED.

M. FIRE RATING TEST NUMBERS ARE FOR UNDERWRITER'S LABORATORIES

(UL) ASSEMBLIES UNLESS OTHERWISE NOTED.

N. FIRE RESISTANT RATED PARTITIONS SHALL EXTEND TO THE INSIDE FACE

OF EXTERIOR SHEATHING, INCLUDING EXTENSIONS THROUGH SOFFITS.

O. SEAL ALL OPENINGS, GAPS, PENETRATIONS, AND JOINTS IN PARTITIONS

TYPES AS FOLLOWS:

a. FIRE RATED PARTITIONS: SEAL IN ACCORDANCE WITH THE

REQUIREMENTS SPECIFIED FOR THROUGH PENETRATION

FIRESTOP SYSTEMS AND FIRE RESISTIVE JOINT SYSTEMS.

b. SMOKE TIGHT PARTITIONS: SEAL COMPLETELY WITH

ELASTOMERIC SEALANT. FOR THE LOCATION AND EXTENT OF

PARTITIONS, DESIGNATED AS "SMOKE TIGHT", REFER TO THE LIFE

SAFETY DRAWINGS.

c. ALL OTHER LOCATIONS: SEAL AS INDICATED AND REQUIRED

ELSEWHERE BY THE CONTRACT DOCUMENTS.

P. INSULATION HEAD CONDITIONS AT FLOOR / ROOF DECK:

a. FIRE RESISTANT RATED PARTITIONS SHALL USE MINERAL WOOL

INSULATION AND APPROPRIATE FIRE RATED SEALANT.

b. NON-RATED PARTITIONS REQUIRING SOUND ATTENUATION SHALL

USE SOUND ATTENUATION BATTS (SAB).

Q. PROVIDE STENCILED IDENTIFICATION FOR RATED PARTITIONS IN RED,

ABOVE CEILINGS.

R. STC RATING APPLIES WHERE PARTITION TAG QUALIFIER INDICATES WITH

AN "i". PROVIDE SOUND ATTENUATION BATTS OF THICKNESS INDICATED ON

SCHEDULE WHERE INDICATED BY QUALIFIER.

S. FOR PARTITIONS WITH STC RATINGS INDICATED SOUND ATTENUATION

BATTS TO EXTEND FULL HEIGHT OF PARTITION UNLESS OTHERWISE

NOTED. FLOOR TRACK TO BE SET IN A CONTINUOUS BED OF SEALANT.

T. REFER TO DIMENSIONED PLANS FOR REFERENCE SYMBOLS INDICATING

THE EXTENT OF RADIATION PROTECTION.

U. PROVIDE 5/8" MOISTURE/MOLD RESISTANT GYPSUM BOARD IN SOILED

ROOMS, BATHROOMS, TOILET ROOMS, ON WALLS BEHIND PLUMBING

FIXTURES, AND IN ALL WET LOCATIONS EXCEPT IN SHOWER AREA.

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

SHOWER AREA. COORDINATE LOCATIONS WITH FINISH WALL PLANS.

W. PROVIDE CORNER AND END WALL FRAMING AS DETAILED ON AE002.

WALL TAG LEGEND X#X.#

INDICATES STRUCTURAL MATERIAL

CH = SHAFT WALL

F = FURRING

S = STEEL

M = MASONRY

W = WOOD

INDICATES NOMINAL SIZE

INDICATES STRUCTURE AND

FINISH HEIGHTS

QUALIFIER'S (X-X-X)

G GYPSUM BOARD FINISH

1SB 1 HR RATED SMOKE BARRIER

2SB 2 HR RATED SMOKE BARRIER

1F 1 HR FIRE RATED

2F 2 HR FIRE RATED

i SOUND INSULATION t THERMAL INSULATION

B BULLET RESISTANT

L LEAD LINED

M MESH (STEEL SECURITY MESH)

MR MOIST/MOLD RESISTANT GYPSUM

MS MAGNETIC SHIELDED WALL

SP SMOKE PARTITION

TB TILE BACKER CEMENT BOARD

A = STRUCTURE TO DECK, FINISH TO DECK

B = STRUCTURE TO DECK, FINISH ONE SIDE TO DECK

C = STRUCTURE TO DECK, FINISH TO ABOVE CEILING

D = STRUCTURE TO ABOVE CEILING, FINISH TO ABOVE CEILING

P = PARTIAL HEIGHT WALL

U = STRUCTURE TO UNDERSIDE OF CELING, FINISH TO UNDERSIDE OF CEILING

*SEE WALL TYPES FOR PROJECT SPECIFIC CONSTRUCTION

CH

2 1/2" 4" 6"

F 7/8

1 1/2" 2 1/2" 3 5/8"

4" 6" 8" 12"

S

2 1/2" 3 5/8"

4" 6" 8" 12"

M

2 5/8" 3 5/8" 5 5/8" 7 5/8" 11 5/8"

W

3/4"

3 1/2"

5 1/2" 7 1/4" 11 1/4"

" 1 HR FIRE/SMOKE

10'-0" MAX 10'-0" MAX

A. LETTERED STENCILS SHALL BE APPLIED TO EACH SIDE OF RATED PARTITIONS

AT 10'-0" INTERVALS; BUT NO LESS THAN ONCE PER PARTITION LENGTH.

B. USE THE FOLLOWING LANGUAGE FOR STENCILS:

"1 HR FIRE/SMOKE" "1 HR FIRE"

"2 HR FIRE/SMOKE" "2 HR FIRE"

"LIMIT TRANSFER OF SMOKE"

PERMANENT RED PAINT

LETTERING, TYP.

CEILING LINE

STENCILING NOTES

SSMA NON-COMPOSITE STUDS

NOTE:

• TYPICAL LIMITING HEIGHTS-INTERIOR PARTITIONS, L/240 (5 PSF), WITH 5/8"GYPSUM BOARD EACH SIDE.

• PROVIDE DIAGONAL STUD BRACING AT ALL NON FULL HEIGHT INTERIOR PARTITIONS STAGGERED AT 48" O.C. TO DECK ABOVE. PROVIDE STUD

ATTACHMENT TO DECK W/ MIN. SPAN OF 2 DECK FLUTES. BRACING TO BE THE SAME SIZE AND GAUGE AS VERTICAL STUDS.

25 GA. STUDS (NON-COMPOSITE)

STUD WIDTH STUD SPACING ALLOW. DEFLECTION HEIGHT

16" L/240 6'-11"1-5/8"

24" L/240 6'-0"162S125-18

16" L/240 9'-6"2-1/2"

24" L/240 8'-4"250S125-18

16" L/240 12'-5"3-5/8"

24" L/240 10'-10"362S125-18

16" L/240 13'-9"4"

24" L/240 12'-0"400S125-18

22 GA. STUDS (NON-COMPOSITE)

STUD WIDTH STUD SPACING ALLOW. DEFLECTION HEIGHT

16" L/240 8'-1"1-5/8"

24" L/240 7'-1"162S125-27

16" L/240 11'-2"2-1/2"

24" L/240 9'-9"250S125-27

16" L/240 14'-6"3-5/8"

24" L/240 12'-8"362S125-27

16" L/240 16'-1"4"

24" L/240 14'-0"400S125-27

20 GA. STUDS (NON-COMPOSITE)

STUD WIDTH STUD SPACING ALLOW. DEFLECTION HEIGHT

16" L/240 8'-4"1-5/8"

24" L/240 7'-3"162S125-30

16" L/240 11'-7"2-1/2"

24" L/240 10'-1"250S125-30

16" L/240 15'-0"3-5/8"

24" L/240 13'-1"362S125-30

16" L/240 16'-8"4"

24" L/240 14'-7"400S125-30

16" L/240 22'-4"6"

24" L/240 19'-6"600S125-27

16" L/240 23'-1"6"

24" L/240 20'-2"600S125-30

18 GA. STUDS (NON-COMPOSITE)

STUD WIDTH STUD SPACING ALLOW. DEFLECTION HEIGHT

16" L/240 13'-0"2-1/2"

24" L/240 11'-5"250S125-43

16" L/240 17'-5"3-5/8"

24" L/240 15'-3"362S125-43

16" L/240 18'-10"4"

24" L/240 16'-5"400S125-43

16" L/240 26'-1"6"

24" L/240 22'-10"600S125-43

S2A.G 2 1/2"

WALL TAG

STRUCTURAL

SIZE

FINISH DIM FIRE RATING UL DESIGN

MIN STC

RATING

3 3/4" NA NA NA

COMMENTS

S3A.G 3 5/8" 4 7/8"

NA

NANANA

S6A.G 6" 7 1/4" NANANA

LINE OF STRUCTURE ABOVE

LINE OF CEILING

LINE OF STRUCTURE BELOW

PLAN

5/8"

STRUCTURAL SIZE

5/8"

FINISH DIMENSION

5/8" TYPE X GYP BD

BEAD OF CONT. SEALANT

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

CEILING

DEEP LEG SLIP TRACK AT DECK

HOLD GYPSUM BACK FROM DECK FOR

DEFLECTION

INSULATION PRESENT WITH QUALIFER (i OR t)

WALL TAG

STRUCTURAL

SIZE

FINISH DIM FIRE RATING UL DESIGN

MIN STC

RATING

COMMENTS

S3A.1F 3 5/8" 4 7/8" NA40U4651 HR.

S6A.1F 6" 7 1/4" NA40U4651 HR.

LINE OF STRUCTURE ABOVE

LINE OF CEILING

LINE OF STRUCTURE BELOW

PLAN

5/8"

STRUCTURAL SIZE

5/8"

FINISH DIMENSION

5/8" TYPE X GYP BD (2 LAYERS FOR 2 HR WALL

BEAD OF CONT. SEALANT

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

CEILING

DEEP LEG SLIP TRACK AT DECK

HOLD GYPSUM BACK FROM DECK FOR

DEFLECTION

FILL FLUTES OF DECK WITH FIRE SAFING

AT FIRE RATED WALLS

INSULATION PRESENT WITH QUALIFIER (i OR t)

S3A.1SB 3 5/8" 4 7/8" NA40U4651 HR.

S6A.1SB 6" 7 1/4" NA40U4651 HR.

STEEL STUDS @ 16" O.C. WITH QUALIFIER (i) PROVIDE

BEAD OF ACOUSTIC SEALANT AT EACH STUD, BOTH

SIDES. ALLOW CURE BEFORE APPLYING GYP BD.

STEEL STUDS @ 16" O.C.

BED OF ACCOUSTIC SEALANT (w/ i)

S3A.Gi 3 5/8" 4 7/8" NA40 NANA

S6A.Gi 6" 7 1/4" NA42 NANA

NA

NAF2D.G 2 1/2"

WALL TAG

STRUCTURAL

SIZE

FINISH DIM FIRE RATING UL DESIGN

MIN STC

RATING

3 1/8" NA NA NA

COMMENTS

F3D.Gt 3 5/8" 4 1/4"

NA

NANANANA

F6D.Gt 6" 6 5/8" NANANANA

LINE OF STRUCTURE ABOVE

LINE OF CEILING

LINE OF STRUCTURE BELOW

PLAN

STRUCTURAL DIMENSION

5/8"

FINISH DIMENSION

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

CEILING

6"

5/8" TYPE X GYP BD

BEAD OF CONT. SEALANT

STEEL STUDS @ 16" O.C.

INSULATION PRESENT WITH QUALIFER (i OR t)

EXISTING WALL / COLUMN, VIF.

F0D.G 7/8" 1 1/2" NA NA NA

F1D.G 1 1/2" 2 1/8"

HAT CHANNEL @ 24" O.C.

NANANA HAT CHANNEL @ 24" O.C.

WALL TYPES

CH2A.2F 2 1/2"

WALL TAG

STRUCTURAL

SIZE

FINISH DIM FIRE RATING UL DESIGN

MIN STC

RATING

3 3/4" 2 HR. U415 37

COMMENTS

CH4A.2F 4" 5 1/4"

NA

NA48U4152 HR.

CH6A.2F 6" 7 1/4" NA48U4152 HR.

LINE OF STRUCTURE ABOVE

LINE OF CEILING

LINE OF STRUCTURE BELOW

PLAN

STRUCTURAL SIZE

1 1/4"

FINISH DIMENSION

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

BEAD OF CONT. SEALANT

CH STEEL STUDS @ 24" O.C.

CEILING

DEEP LEG SLIP TRACK AT DECK

HOLD GYPSUM BACK FROM DECK FOR

DEFLECTION

FILL FLUTES OF DECK WITH FIRE SAFING

AT FIRE RATED WALLS

1" TYPE C GYP LINER PANEL

1"

INSULATION PRESENT WITH QUALIFER (i OR t)

S3A.2F 3 5/8" 4 7/8"

2 LAYERS OF 5/8" TYP X GYP

EACH SIDE

45U4652 HR.

3 HR FIRE RATED

2 HR FIRE RATED

1 HR FIRE RATED

1 HR SMOKE BARRIER

SMOKE PARTITION

2 HR SMOKE BARRIER

3 HR SMOKE BARRIER

WALL RATING LEGEND

AREA ABOVE OF METAL DECK OR CONCRETE

FIRE CAULKING AS REQUIRED BY UL# HWS0001

(BY FRAMING CONTRACTOR)

PACK FLUTES OF DECK WITH FIRE SAFING AS

REQUIRED PER UL# HWS0001

Z-CLIPS 2" WIDTH

BOTTOM OF METAL DECK

LIGHT GAUGE FRAMING DEFLECTION TRAK,

CONFORMING TO UL# HW-D-0060

5/8" TYPE X GYP. BD. EACH SIDE OF STUD

SCRIBED TO DECK UL# U465

METAL STUD

PARALLEL NOTE:

NON-RATED CONSTRUCTION SIMILAR W/O

FIRE SAFING & SCRIBING BYP. BD. TO DECK

6"

AREA ABOVE METAL DECK OR CONCRETE

FIRE CAULKING AS REQUIRED BY UL# HWS0001

(BY FRAMING CONTRACTOR)

PACK FLUTES OF DECK WITH FIRE SAFING AS

REQUIRED PER UL# HWS0001

Z-CLIPS 2" WIDTH

BOTTOM OF METAL DECK

LIGHT GAUGE FRAMING DEFLECTION TRAK,

CONFORMING TO UL# HW-D-0060

5/8" TYPE X GYP. BD. EACH SIDE OF STUD

SCRIBED TO DECK UL# U465

METAL STUD

PERPENDICULAR NOTE:

NON-RATED CONSTRUCTION SIMILAR W/O

FIRE SAFING & SCRIBING BYP. BD. TO DECK

HIGH PRIORITY PARTITION

GYPSUM BOARD CONTINUES THROUGH

STUD CAVITY OF LOWER WALL

LOWER PRIORITY PARTITION

HIGH PRIORITY CEILING /

ROOF ASSEMBLY

GYPSUM BOARD CONTINUES PAST

TOP OF LOWER WALL

LOWER PRIORITY PARTITION

RATING

3 HOUR ASSEMBLY

2 HOUR ASSEMBLY

1 HOUR ASSEMBLY

SMOKE-RATED ASSEMBLY

NON-RATED ASSEMBLY

PRIORITY

NOTE: LOWER NUMBER, HIGHER PRIORITY

SECTIONPLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C U s e rs \s w h it c o m b

.G U

ID

O

N D

E S

IG

N

\D o c u m e n ts \1

.5

.0

E

D P h a s e d R e n o v s w h it c o m b g u id o n d e s ig n .c o m

.r v t

/2

/2

:4

:0

P

M

AE002

WALL TYPES

GUIDON-CMTA SDVOSB JV, LLC

EMERGENCY DEPARTMENT

RENOVATION

JESSE BROWN VAMC, CHICAGO

537-15-160

1A

06/12/2020 JDF STW

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

100% CONSTRUCTION DOCUMENTS

SCALE: 1 1/2" = 1'-0"AE002

3 DETAIL - HANDRAIL/CRASHRAIL

SCALE: 1 1/2" = 1'-0"AE002

4 TYPICAL PLAN DETAIL - HANDRAIL/CRASHRAIL

SCALE: 3" = 1'-0"AE002

7 TYPICAL CORNER FRAMING DETAIL

SCALE: 6" = 1'-0"AE002

6 DETAIL - STAINLESS STEEL CHANNEL GUARD

SCALE: 6" = 1'-0"AE002

5 DETAIL - VINYL CORNER GUARD

WALL TYPE SCHEDULE

WALL TYPES USED IN THIS PROJECT

CH4A.2Fi

F0D.G

F1D.G

F2D.G

F3D.G

F3P.Gt

S3A.1F

S3A.2F

S3A.Gi

S6A.1F

SCALE: 1 1/2" = 1'-0"AE002

1 DEFLECTION TRACK

SCALE: 1 1/2" = 1'-0"AE002

2 RATED WALL PRIORITY

FD

MMLLJJHHHGF N O P QMLJI

1.1

2.3

3.5

NOT IN SCOPENOT IN SCOPE

NOT IN SCOPE

N O

T I N

S C

O P

E

NOT IN SCOPE

NURSE STATION -

M.H. (FLEX)

M.H. EXAM (FLEX)

RM-20

M.H. EXAM (FLEX)

RM-21

M.H. EXAM (FLEX)

RM-19

M.H. EXAM (FLEX)

RM-18

OB EXAM AND AII

RM-16

AII ANTEROOM

M.H. EXAM AND AII

(FLEX) RM-17

SUPPLY STORAGE

EQUIPMENT

STORAGE

SOILED UTILITY

TOILET

LOUNGE

TOILET

1462A

EQUIPMENT

ED MGR. (FUTURE

BEREAVEMENT)

ON-CALL 1

ON-CALL

BATHROOM

1466C

ON-CALL 2

1466B

EXAM RM-1

1470A

EXAM RM-2

1470B

EXAM RM-3

1470C

EXAM RM-4

1470D

EXAM RM-5

1470E

EXAM RM-6

1470F

EXAM RM-15

1470R

EXAM RM-13

1470P

EXAM RM-14

1470Q EXAM RM-12

1470N

EXAM RM-11

1470M

EXAM RM-10

1470L

EXAM RM-9

1470J

MEDS

EXAM RM-8

1470H

EXAM RM-7

1470G

HAC

CORRIDOR

1474B

CORRIDOR

1474A

CORRIDOR

1474C

NURSE STATION - 1

EMERGENCY ROOM

PATIENT TLT

CORRIDOR

1404A

ELECTRICAL

14E6

COMM

14T3

CORRIDOR

C1407

CLEAN LINEN

CFD SUPPLY

TOILET

VA POLICE

CORRIDOR

C1404

STAIR

NO 5A

MECH ROOM

1499B

CORRIDOR

C1403

CORRIDOR

C1402

CORRIDOR

C1401

STORAGE

COMP AND PENS

STAFF

SECRET OFFICE

DOCTOR OFFICE

1494 DOCTOR OFFICE

RESIDENT AND

STAFF LOUNGE

1499C

TOILET

1499A

WAITING ROOM

SUPV OFFICE

NURSE STATION

AB

ALTERNATES

ALTERNATE DEDUCT #1: EXISTING WOOD DOORS AND WINDOWS TO

REMAIN AT INDICATED EXAM ROOMS, IN LIEU OF RENOVATING WALL

WITH SLIDING DOORS.

ALTERNATE DEDUCT #2: EXISTING NURSES STATION DESK TO

REMAIN IN LIEU OF REPLACEMENT CASEWORK. PROVIDE LINEAR

COUNTER AS INDICATED.

ALTERNATE DEDUCT #3: EXISTING SHEET FLOORING TO REMAIN,

PROTECT IN PLACE. SEE INDICATED AREAS IN PLAN.

PROJECT

SITE

NKEY PLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C U s e rs \s w h it c o m b

.G U

ID

O

N D

E S

IG

N

\D o c u m e n ts \1

.5

.0

E

D P h a s e d R e n o v s w h it c o m b g u id o n d e s ig n .c o m

.r v t

/2

/2

:4

:1

P

M

AE003

PROJECT ALTERNATES

GUIDON-CMTA SDVOSB JV, LLC

EMERGENCY DEPARTMENT

RENOVATION

JESSE BROWN VAMC, CHICAGO

537-15-160

1A

06/12/2020 JDF STW

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

100% CONSTRUCTION DOCUMENTS

SCALE: 1/8" = 1'-0"AE003

1 FIRST FLOOR DEMOLITION FLOOR PLAN - ALTERNATIVES

N

UP

MECH RM

DOCTOR OFFICE

DOCTOR OFFICE

EXAM RM

EXAM RM

EXAM RM

EXAM RM

EXAM RM

ADMIN OFFICE

CONFERENCE RM

STORAGE

MENS TOILET

WOMENS TOILET

TOILET

ON CALL

TOILET

1491A

ON CALL

1491B

CORRIDOR

C1404

CORRIDOR

C1404

STAIR

NO 5A

SOILED UTILITY

BEREAVEMENT

1475A

ELECTRICAL

14E6

COMM

14T3

LOUNGE

EQUIP STORAGE

ED MGR

EXAM RM-7

1470G

EXAM RM-6

1470F

EXAM RM-5

1470E

EXAM RM-4

1470D

EXAM RM-3

1470C

EXAM RM-2

1470B

CFD SUPPLY

EXAM RM-1

1470A

TOILET

VA POLICE

EXAM RM-15

1470R

EXAM RM-14

1470Q

EXAM RM-13

1470P

EXAM RM-12

1470N

EXAM RM-11

1470M

PARAMEDIC RM

1470L

EXAM RM-9

1470K

EXAM RM-8

1470J

MEDS

1470H

NURSE STATION

EMERGENCY RM

CORRIDOR

C1407

CLEAN LINEN

MMLLJJHHHGF N O P QMLJI

1.1

2.3

3.5

NOT IN SCOPENOT IN SCOPE

NOT IN SCOPE

N O

T I N

S C

O P

E

NOT IN SCOPE

STORAGE

HAC

SUPV OFFICE

WAITING ROOM

COMP AND PENS

STAFF

SECRET OFFICE

DOCTOR OFFICE

DOCTOR OFFICE

MECHANICAL ROOM

TOILET

1499A

CORRIDOR

C1403

DOCTOR OFFICE

PROJECT

SITE

NKEY PLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C U s e rs \s w h it c o m b

.G U

ID

O

N D

E S

IG

N

\D o c u m e n ts \1

.5

.0

E

D P h a s e d R e n o v s w h it c o m b g u id o n d e s ig n .c o m

.r v t

/2

/2

:4

:5

P

M

AD100

FIRST FLOOR EXISTING PLAN

GUIDON-CMTA SDVOSB JV, LLC

EMERGENCY DEPARTMENT

RENOVATION

JESSE BROWN VAMC, CHICAGO

537-15-160

1A

06/12/2020 JDF STW

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

100% CONSTRUCTION DOCUMENTS

SCALE: 1/8" = 1'-0"AD100

1 EXISTING FIRST FLOOR PLAN

N

MMLLJJHHHGF N O P QMLJI

1.1

2.3

3.5

MECH RM

DOCTOR OFFICE

DOCTOR OFFICE

EXAM RM

EXAM RM

EXAM RM

EXAM RM

EXAM RM

ADMIN OFFICE

CONFERENCE RM

STORAGE

MENS TOILET

WOMENS TOILET

TOILET

ON CALL

TOILET

1491A

ON CALL

1491B

CORRIDOR

C1404

CORRIDOR

C1404

STAIR

NO 5A

SOILED UTILITY

BEREAVEMENT

1475A

ELECTRICAL

14E6

COMM

14T3

LOUNGE

EQUIP STORAGE

ED MGR

EXAM RM-7

1470G

EXAM RM-6

1470F

EXAM RM-5

1470E

EXAM RM-4

1470D

EXAM RM-3

1470C

EXAM RM-2

1470B

CFD SUPPLY

EXAM RM-1

1470A

TOILET

VA POLICE

EXAM RM-15

1470R

EXAM RM-14

1470Q

EXAM RM-13

1470P

EXAM RM-12

1470N

EXAM RM-11

1470M

PARAMEDIC RM

1470L

EXAM RM-9

1470K

EXAM RM-8

1470J

MEDS

1470H

NURSE STATION

EMERGENCY RM

CORRIDOR

C1407

CLEAN LINEN

CLEAN SUPPLY

VESTIBULE

C1408

TOILET

VAM NURSE MNGR.

ED ATTENDING

TRIAGE

TRIAGE

/8

8'

/8

9'

/4

9'

/8

9'

/4

9'

/8

/8

7 7 7 7

7 7 7

7 7 7

48 88

13' - 0 1/4" 12' - 11 7/8" 13' - 0 5/8" 12' - 11 5/8" 13' - 0 1/2"

12' - 11 3/8" 12' - 11 1/8" 25' - 11 7/8"

35' - 10 1/4"

1/

2" 6'

13' - 11" 7' - 10 5/8" 13' - 11"

35' - 8 5/8"

/8

/8

13 13 13 1313

NOT IN SCOPENOT IN SCOPE

NOT IN SCOPE

N O

T I N

S C

O P

E

NOT IN SCOPE

1112 12

SILL @ 2'-4" AFF

5' - 6"

1010101010

10 10 10 10

3 3 3

3'

/4 " S

IL

L

'-4

A

F F

5'

4'

/4

15 15

SUPV OFFICE

WAITING ROOM

COMP AND PENS

STAFF

SECRET OFFICE

DOCTOR OFFICE

DOCTOR OFFICE

DOCTOR OFFICE

V

IF

1'

/8

/2

8'

/8

8'

/8

/8

4'

/4

MECHANICAL ROOM

1 1

3 3 3 3

AB

AD101

6 6

6 6

12' - 11 5/8" 8' - 4 7/8" 8' - 10 1/4"

/8

5'

7/ 8"

9'

/8

9'

/4

/8

3/ 8"

5'

5/ 8"

6'

/8

7/ 8"

7'

/2

/8

18' - 6 3/8"

15' - 4" 11' - 0 1/4"

/2

3/

8"

14' - 0 3/4" 9' - 7 1/2"

AD101

DEMOLITION 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

IMPROVEMENTS 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 AE001 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 GC101, GI101,

AE101-AE103, AND ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION.

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 TO PROVIDE ADEQUATE AREA FOR THIS WORK.

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 UNDETECTABLE.

ABOVE CEILING WORK WHERE CEILINGS ARE TO REMAIN, CEILING TILES

SHALL BE REMOVED AND STORED IN A SAFE MANNER UNTIL CEILING TILES

CAN BE REINSTALLED. DAMAGED AND BROKEN CEILING TILES SHALL BE

REPLACED BY CONTRACTOR. GYPSUM BOARD CEILINGS SHALL BE PATCHED

AND PAINTED TO SEAMLESSLY MATCH EXISTING CEILING COLOR FOLLOWING

ABOVE CEILING DEMOLITION ACTIVITY. THIS SHALL INCLUDE REPAIR TO THE

CEILING GRID, SUSPENSION SYSTEM AND ALL ASSOCIATED ASSEMBLIES AS

WELL AS THE REPLACEMENT OF DAMAGED CEILING PANELS, WITHIN AND

BEYOND PROJECT LIMITS.

COORDINATE FULL SCOPE OF DEMOLITION WORK WITH ENGINEERING

DRAWINGS AND CONFIRM IN FIELD WITH APPROVED SUBMITTALS.

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.

A

B

C

D

E

F

G

H

I

J

K

DEMOLITION PLAN NOTES

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 WALL AND FLOOR MOUNTED CASEWORK. PREPARE SURFACES FOR

NEW WORK.

REMOVE RESILIENT TILE FLOORING AND WALL BASE. PREPARE SURFACES

FOR NEW WORK. REFER TO HAZARDOUS MATERIAL PLAN.

REMOVE EXISTING SINK. PREPARE SURFACES FOR NEW WORK.

EXISTING DOOR, FRAME AND HARDWARE TO REMAIN. PROTECT

THROUGHOUT WORK

REMOVE DOORS AND HARDWARE.

REMOVE NURSE STATION. PREPARE POWER AND DATA CONNECTIONS FOR

NEW WORK.

REMOVE PARTITION FROM FLOOR TO UNDERSIDE OF STRUCTURE

REMOVE PORTION OF WALL FOR NEW DOOR, SEE AE601, DOOR SCHEDULE.

REMOVE LOUVER AND FRAME.

EXISTING WINDOW, FRAME AND GLAZING, TO REMAIN. PROTECT

THROUGHOUT WORK. REMOVE INTERIOR SILL AND BLOCKING IN

COORDINATION WITH THE WORK

REMOVE WINDOW TO ROUGH OPENING.

REMOVE PORTION OF WALL FOR LOUVER

REMOVE ACOUSTIC CEILING TILES AND ASSEMBLY FOR ABOVE CEILING

WORK. PROVIDE CEILINGS, DEVICES, FIXTURES AND EQUIPMENT AS

SECHEDULED AND SPECIFIED IN CONFIGURATION/LOCATION TO MATCH THE

EXISTING.

TEMPORARY KNOCK-DOWN DOOR AND FRAME.

REMOVE DOOR FRAME AND SHIMS, INFILLING WITH STUDS AND GYPSUM

BOARD OF INDICATED WALL TYPE, ALIGN TO ADJACENT WALL ON BOTH SIDES.

REFERENCE PHASING AND TEMP DOORS FOR FULL EXTENT.

REMOVE CARPET FLOORING AND WALL BASE. PREPARE SURFACES FOR NEW

WORK. SEE MECHANICAL SHEET FOR EQUIPMENT PAD PREPARE AS

SPECIFIED.

PROJECT

SITE

NKEY PLAN

EXISTING STEEL AND

CONCRETE STRUCTURE

EXISTING FACE BRICK TO

BE SUPPORTED.

4"x4"x1/2" ANGLE. PROVIDE

4" MIN. BEARING ON BOTH

ENDS.

DEMOLISH EXISTING MASONRY

TO UNDERSIDE OF EXISTING

STRUCTURAL FRAMING.

PROVIDE TEMPORARY WALL OR

MAKE EXISTING ASSEMBLY

COMPLIANT INFECTION

CONTROL BARRIER THROUGH

PHASE 3

3/8" DIA. EXPANSION

ANCHORS AT 2'-0" O.C..

MIN. EMBED 2".

REMOVE WALL, SEE

DEMOLITION PLAN

PROVIDE APPLIED FIRE

PROTECTION. PATCH

EXISTING WHERE DISTURBED

ALTERNATES

ALTERNATE DEDUCT #1: EXISTING WOOD DOORS AND WINDOWS TO REMAIN

AT INDICATED EXAM ROOMS, IN LIEU OF RENOVATING WALL WITH SLIDING

DOORS. REFERENCE AE003 AND SPECIFICATION 010000 GENERAL

CONDITIONS.

ALTERNATE DEDUCT #2: EXISTING NURSES STATION DESK TO REMAIN IN LIEU

OF REPLACEMENT CASEWORK. REFERENCE AE003 AND SPECIFICATION

010000 GENERAL CONDITIONS.

ALTERNATE DEDUCT #3: EXISTING SHEET FLOORING TO REMAIN, PROTECT IN

PLACE. REFERENCE AE003 AND SPECIFICATION 010000 GENERAL

CONDITIONS.

MM N

3.5

AE201

STORAGE &

EQUIPMENT

2446FAUDITORIUM 3

2446B

KITCHEN

2446E

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C U s e rs \s w h it c o m b

.G U

ID

O

N D

E S

IG

N

\D o c u m e n ts \1

.5

.0

E

D P h a s e d R e n o v s w h it c o m b g u id o n d e s ig n .c o m

.r v t

/2

/2

:4

:0

P

M

AD101

DEMOLITION PLANS

GUIDON-CMTA SDVOSB JV, LLC

EMERGENCY DEPARTMENT

RENOVATION

JESSE BROWN VAMC, CHICAGO

537-15-160

1A

06/12/2020 JDF STW

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

100% CONSTRUCTION DOCUMENTS

SCALE: 1/8" = 1'-0"AD101

1 FIRST FLOOR DEMOLITION PLAN

N

SCALE: 3/4" = 1'-0"AD101

2 LINTEL DETAIL

SCALE: 1/8" = 1'-0"AD101

3 SECOND FLOOR DEMO PLAN

MMLLJJHHHGF N O P QMLJI

1.1

2.3

3.5

1466B 1464 1462 1456A

1470F1470E1470D1470C

1470Q 1470P 1470N 1470M 1470L

1470H

1470G

1453 1451

1474B1466

EX1470A

EX1470B

EX1470I

EX1438EX1436

EX1470R

EX1440

EX14T3

1474C

1470J

12' - 9 3/8" 12' - 11 3/8" 12' - 11 1/8" 12' - 7 1/2" 13' - 4 1/4" 9' - 2 5/8"

NURSE STATION -

M.H. (FLEX)

M.H. EXAM (FLEX)

RM-20

M.H. EXAM (FLEX)

RM-21

M.H. EXAM (FLEX)

RM-19

M.H. EXAM (FLEX)

RM-18

OB EXAM AND AII

RM-16

M.H. EXAM AND AII

(FLEX) RM-17

SUPPLY STORAGE

1452EQUIPMENT

STORAGE

SOILED UTILITY

TOILET

LOUNGE

TOILET

1462A

EQUIPMENT

ED MGR. (FUTURE

BEREAVEMENT)

ON-CALL 1

ON-CALL

BATHROOM

1466C

ON-CALL 2

1466B

EXAM RM-1

1470A

EXAM RM-2

1470B

EXAM RM-3

1470C

EXAM RM-4

1470D

EXAM RM-5

1470E

EXAM RM-6

1470F

EXAM RM-15

1470R

EXAM RM-13

1470P

EXAM RM-14

1470Q

EXAM RM-12

1470N

EXAM RM-11

1470M

EXAM RM-10

1470L

EXAM RM-9

1470JMEDS

EXAM RM-8

1470H

EXAM RM-7

1470G

HAC

CORRIDOR

1474B

CORRIDOR

1474A

CORRIDOR

1474C

NURSE STATION - 1

EMERGENCY ROOM

16' - 8 3/4" 18' - 8 3/4"

/4

1"

V

IF

5/ 8"

PATIENT TLT

CORRIDOR

1404A

CFD SUPPLY

CORRIDOR

C1407

CLEAN LINEN

ELECTRICAL

14E6

COMM

14T3

TOILET

VA POLICE

CORRIDOR

C1404

STAIR

NO 5A

AE501

AE501

AE501

AE501

AE501

AE501

AE501

AE501

AE501

AE501

AE501

NOT IN SCOPENOT IN SCOPE

NOT IN SCOPE

N O

T I N

S C

O P

E

NOT IN SCOPE

20 20

AB

CORRIDOR

C1403

CORRIDOR

C1402

CORRIDOR

C1401

STORAGE

COMP AND PENS

STAFF

SECRET OFFICE

DOCTOR OFFICE

1494 DOCTOR OFFICE

RESIDENT AND

STAFF LOUNGE

1499C

TOILET

1499A

WAITING ROOM

SUPV OFFICE

MECH ROOM

1499B

AII ANTEROOM

13' - 0 1/4" 12' - 11 7/8" 13' - 0 5/8" 12' - 11 5/8"

10" 8' - 0 5/8"

V

IF

5'

/8

1/ 8"

8'

/8

1/ 8"

5'

3'

3'

2'

/4

C

LE

A R

8'

" 10

/4

1'

/4

3'

3'

/4

AE501

Sim

8' - 6 5/8"

2'

2'

2'

11 1/2" 12' - 10 7/8"

AE002

Sim

2' - 6"

2' - 6"

11' - 2 1/8" 6 3/4"

5'

/8

5'

/8

/8

7/

8"

7'

/4

10"

9 3/4"

3'

9 7/8"

1' - 4"

7'

/2

5'

7/ 8"

1' - 7" 4' - 6 7/8"

2' - 7"

7' - 1 1/4"

9 5/8"

8' - 3 5/8"

9 5/8"

1' - 9" 6" 9' - 8 3/8" 7' - 4 7/8"

1' - 5 5/8" VIF

7'

1/ 8"

3'

/4

/8

V

IF

2'

/4

7'

/8

1'

/8

9"

10' - 8 3/4" VIF

1403C

ETR

ETR

1499B

ETRETR

ETR

ETR

ETR

ETR

ETR

ETR ETR ETRETR

1466D 1466C

AE502

AE501

Sim

AE501

Sim

AE501

Sim

AE501

Sim

AE501

Sim

8'

8'

8'

8'

2 3/4" 8' - 0"

1478A

1449S

1450S

1451S

1453S

1478S

4"

1474A

4"

2 1/2"

2'

/8

11' - 9 5/8"

9 1/4"

9' - 6 1/2" 2' - 8 1/8" 10' - 3 1/4"

10 1/2"

13' - 6 3/8" 12' - 6 7/8" 5 1/8"

9 7/8"

6'

/2

1/

8"

8 3/8"

1'

/8

1/

8"

1' - 11 1/8"

NURSE STATION

AE502

Sim

1462A

ETR ETR

AHU, SEE MECH

SHEETS

4' - 4" 3' - 8" 3' - 8" 4' - 4"

4" 3'

4"

1'

6"6"

6"

1456B

1' - 6"

DIMENSION FLOOR PLAN GENERAL NOTES

A

B

C

D

E

F

G

H

I

J

K

L

ALL DIMENSIONS SHOWN ARE TO FACE OF WALL FRAMING/ MASONRY

UNLESS NOTED OTHERWISE. DIMENSIONS DESIGNATES AS "CLR" OR

"CLEAR" INDICATE A CLEAR DIMENSION FROM FACE OF FINISH TO FACE OF

FINISH.

VERIFY EXISTING FIELD CONDITIONS PRIOR TO BEGINNING WORK, AND

REPORT DISCREPANCIES IMMEDIATELY TO ARCHITECT FOR CLARIFICATION.

CONTRACTOR TO MAINTAIN/REPAIR RATING OF EXISTING PARTITIONS AS

AFFECTED BY DEMOLITION/NEW CONSTRUCTION, TYPICAL THROUGHOUT.

PROVIDE CONTROL JOINT ON CONTINUOUS GYPSUM BOARD WALLS

GREATER THAN 30' LONG.

PROVIDE CONTROL JOINTS UP FROM CORNERS OF DOORS AND WINDOWS

TO TOP OF GYPSUM BOARD.

WHERE NO DIMENSION IS INDICATED, FINISH DOORS 6" FROM EDGE OF

STUD FRAMING AT CORNERS UNLESS OTHERWISE NOTED.

ALL NEW PARTITIONS ARE WALL TYPE S3C.G UNLESS NOTED OTHERWISE.

REFER TO WALL TYPE GENERAL NOTES AE002 FOR WALL BOARD MATERIAL.

NON-RATED WALL CONSTRUCTION THAT FORMS CHASE AREAS DOES NOT

REQUIRE GYPSUM BOARD INSTALLATION ON INTERIOR OF CHASE WALL.

REFER TO WALL TYPE S3F.G.

COLUMN DIMENSIONS ARE FOR REFERENCE AND SHALL BE VERIFIED IN THE

FIELD.

PROVIDE WALL TYPE F1D.G AS COLUMN WRAP AT ALL EXPOSED COLUMN

FACES UNLESS OTHERWISE NOTED. MINIMIZE ENCROACHMENT INTO SPACE.

REFER TO AE002 FOR WALL TYPE DESCRIPTIONS.

REFER TO ENLARGED FLOOR PLANS FOR ADDITIONAL DIMENSIONS.

DIMENSIONS INDICATED AS 'VIF' MAY INCREASE OR DECREASE TO MATCH

FIELD CONDITIONS. ALL OTHER DIMENSIONS WITHIN THE DIMENSION STRING

MUST BE MAINTAINED.

ARCHITECTURAL GENERAL NOTES

A

B

C

D

E

F

G

H

REFERENCE STRUCTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION AND

ELECTRICAL FOR COORDINATION ITEMS. COORDINATE AS REQUIRED

INCLUDING NECESSARY FRAMING, BLOCKING, ETC.

VERIFY EXISTING FIELD CONDITIONS PRIOR TO BEGINNING WORK, AND

REPORT DISCREPANCIES IMMEDIATELY TO COR/VA FOR CLARIFICATION.

PATCH EXISTING WALLS WHERE NEW WALLS MEET.

HANDRAILS, CRASH RAILS, AND GRIPPING SURFACES SHALL BE FABRICATED

IN ACCORDANCE WITH ARCHITECTURAL BARRIERS ACT (ABA) ACCESSIBILITY

STANDARDS.

DOORS JAMB SHALL BE POSITIONED 4" FROM CORNER OF STUD FRAMING,

UNLESS OTHERWISE DIMENSIONED.

REFER TO SHEET QH101 FOR EQUIPMENT SCHEDULE AND INFORMATION.

LEVEL AND INFILL FLOOR SLAB TO RECEIVE NEW FLOORING. REFER TO

SPECIFICATIONS AND FLOORING MANUFACTURE'S TOLERANCES FOR

ADDITIONAL INFORMATION UNLESS NOTED OTHERWISE.

PROVIDE METAL PLATE W/ FOUR 3/8" DIA. EXPANSION ANCHORS W/ 2" MIN.

EMBED ON UNDERSIDE OF FLOOR SLAB WHERE CONCRETE INFILL IS

REQUIRED. CHIP AWAY CONCRETE AT FLOOR LEVEL TO CREATE A SLOPED

OPENING/LIP TO PATCH PENETRATIONS AND PREVENT CONCRETE INFILL

CORE FROM FALLING THROUGH OPENING TO FLOOR BELOW. SEE 3/PL002

AND PLUMBING SHEETS FOR ADDITIONAL PENETRATIONS.

PROJECT

SITE

NKEY PLAN

FIXED

AS SCHEDULED

A S

S C

H E

D U

LE

D

PSYCHIATRIC

AS SCHEDULED

A S

S C

H E

D U

LE

D

WALL TYPE, SEE PLANS

FRAMING STUDS

J-BEAD AND SEALANT BOTH SIDES

GLAZING AS SPECIFIED SEE

SPECIFICATION 088000

BLINDS (CONTROL ON

OBSERVATION SIDE)

PSYCHIATRIC WINDOW FRAME

MONOLITHIC GLAZING

O B

S E

R V

A T

IO

N

S

ID

E

EXAM ROOM (MH) SIDE

WALL TYPE, SEE PLANS

FRAMING STUD HEADER

J-BEAD AND SEALANT BOTH SIDES

GLAZING AS SPECIFIED SEE

SPECIFICATION 088000

BLINDS

PSYCHIATRIC WINDOW FRAME

MONOLITHIC GLAZING

O B

S E

R V

A T

IO

N

S

ID

E

EXAM ROOM (MH) SIDE

WALL TYPE, SEE PLANS

DOUBLE STUD FRAMING

J BEAD AND SEALANT BOTH SIDES

GLAZING AS SPECIFIED SEE

SPECIFICATION 088000

BLINDS (CONTROL ON

OBSERVATION SIDE)

PSYCHIATRIC WINDOW FRAME

MONOLITHIC GLAZING

OBSERVATION SIDE

EXAM ROOM (MH) SIDE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C U s e rs \s w h it c o m b

.G U

ID

O

N D

E S

IG

N

\D o c u m e n ts \1

.5

.0

E

D P h a s e d R e n o v s w h it c o m b g u id o n d e s ig n .c o m

.r v t

/2

/2

:4

:2

P

M

AE101

FIRST FLOOR OVERALL

ARCHITECTURAL PLANGUIDON-CMTA SDVOSB JV, LLC

EMERGENCY DEPARTMENT

RENOVATION

JESSE BROWN VAMC, CHICAGO

537-15-160

1A

06/12/2020 JDF STW

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

100% CONSTRUCTION DOCUMENTS

SCALE: 1/8" = 1'-0"AE101

1 FIRST FLOOR PLAN_OVERALL

N

WINDOW SCHEDULE

TYPE

MARK TYPE MATERIAL FINISH WIDTH HEIGHT

DETAIL

COMMENTSHEAD JAMB SILL

20 PSYCHIATRIC AL P-2 2' - 0" 4' - 0" 5/AE101 4/AE101 3/AE101

20 PSYCHIATRIC AL P-2 2' - 0" 4' - 0" 5/AE101 4/AE101 3/AE101

20 PSYCHIATRIC AL P-2 2' - 0" 4' - 0" 5/AE101 4/AE101 3/AE101

20 PSYCHIATRIC AL P-2 2' - 0" 4' - 0" 5/AE101 4/AE101 3/AE101

SCALE: 1/4" = 1'-0"AE101

2 WINDOW LEGEND

SCALE: 3" = 1'-0"AE101

3 SILL DETAIL, PSYCH WINDOW

SCALE: 3" = 1'-0"AE101

5 HEAD DETAIL, PSYCH WINDOW

SCALE: 3" = 1'-0"AE101

4 JAMB DETAIL, PSYCH WINDOW

C

MM N O P QM

1.1

2.3

3.5

1470H

1470G

1453 1451

1474B

1470J

M.H. EXAM (FLEX)

RM-18

M.H. EXAM (FLEX)

RM-19

M.H. EXAM (FLEX)

RM-20

M.H. EXAM (FLEX)

RM-21

NURSE STATION - M.H.

(FLEX)

CORRIDOR

1474B

CORRIDOR

1474A

CORRIDOR

1474C

OB EXAM AND AII

RM-16

AII ANTEROOM

EXAM RM-7

1470G

EXAM RM-8

1470H

EXAM RM-9

1470J

MEDS

M.H. EXAM AND AII

(FLEX) RM-17

SUPPLY STORAGE

EQUIPMENT STORAGE

HAC

MECH ROOM

1499B

AE501

AE501

NOT IN SCOPE

NOT IN SCOPE

AE501

Sim

AE501

Sim

AE501

Sim

AE501

Sim

AE501

Sim

1403C

1499B

ETRETR

AE502

1478A

1474C

1474A

AE501

Sim

1'

0"

10 1/2" 5' - 4" 8"

RESIDENT AND STAFF

LOUNGE

1499C

CORRIDOR

C1401

DOCTOR OFFICE

NURSE STATION

COMP AND PENS

STAFF

CORRIDOR

C1402

STORAGE

WAITING ROOM

SUPV OFFICE

CORRIDOR

C1403

ADO

PUSH PLATE

ADO

PUSH PLATE

AE502

Sim

F2D.G

F3D.GF3D.G

F3D.G

F1D.G

F2D.GF2D.G

F1D.G

F3D.GF3D.G

S3A.1F F3D.G

S3A.1F

F3D.G

F3D.G

S3A.Gi

F3D.G

F3D.GF3D.G

F3D.G

S3A.1F

S3A.1F

S3A.1FS3A.1F

S3A.1F

F3D.G

F3D.G

S3A.GiS3A.Gi

F3D.G

S3A.2F

S3A.Gi

F3D.G

S3A.Gi

F3D.G F2D.G

F3D.G

F2D.G

S3A.1F

S3A.1FS3A.1F

S3A.Gi

F3D.GF3D.G

F1D.G

F3D.G

F3D.GF3D.G

F2D.G

F3D.G

F3D.G

F3D.G

F1D.G

S3A.1F

S3A.1F

S3A.1F

S3A.1F

S3A.1F

F3D.G

S3A.Gi

S3A.Gi

F3P.Gt

F3P.Gt

F3P.Gt

ETR

PROJECT

SITE

NKEY PLAN

ARCHITECTURAL PLAN NOTES

ALIGN FINISH FACE OF WALL WITH OUTER FINISH FACE OF EXISTING WALL.

PROVIDE SEAMLESS TRANSITION AND NEW FINISH. ALIGN FINISH FACE OF

WALL, BOTH SIDES WHERE APPLICABLE. ALIGN FINISH FACE OF WALL WITH

OUTER FINISH FACE OF EXISTING WALL. PROVIDE SEAMLESS TRANSITION

AND NEW FINISH. ALIGN FINISH FACE OF WALL, BOTH SIDES WHERE

APPLICABLE.

PROVIDE BLOCKING FROM 60" TO 80" AFF AND 24" TO EITHER SIDE OF LCD

SCREEN MOUNTING CENTER LINE. COORDINATE ELECTRICAL AND DATA

ROUGH IN WITH ENGINEERING DRAWINGS.

LOCATION FOR AUTOMATIC DOOR OPERATOR DOOR ACTUATOR. REFER

TO DOOR SCHEDULE AND ENGINEERING DRAWINGS FOR ADDITIONAL

INFORMATION.

OVERHEAD COILING DOOR TO BE MOUNTED INTO BULKHEAD. DOOR IS TO

BE USED TO SECURED MED/GAS SUPPLIES IN M.H. EXAM (FLEX) ROOMS.

SEE DOOR SCHEDULE AND DETAILS.

PROVIDE WALL EXPANSION JOINT, SEE 15/AE501

PROVIDE 2-HR FIRE BARRIER FLOOR EXPANSION JOINT, SEE 13/AE501.

CONTINUOUS UNDER WALLS AND THROUGH UNFINISHED SPACES.

INSTALL FOR FULLY FUNCTIONAL SALVAGED CABINETS, LAVATORY,

UPPER-CABINETS AND COUNTER TOP FROM LOUNGE IN THIS LOCATION.

ALL EXPOSED SURFACES SHALL BE FINISHED.

PROVIDE BLOCKING AND STRAPPING FOR WALL MOUNTED CASEWORK,

FURNITURE, AND ACCESSORIES. COORDINATE WITH FLOOR PLANS,

SCHEDULES, ELEVATIONS, AND ENGINEERING DRAWINGS FOR FULL

SCOPE OF WORK.

ARCHITECTURAL GENERAL NOTES

A

B

C

D

E

F

G

H

REFERENCE STRUCTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION AND

ELECTRICAL FOR COORDINATION ITEMS. COORDINATE AS REQUIRED

INCLUDING NECESSARY FRAMING, BLOCKING, ETC.

VERIFY EXISTING FIELD CONDITIONS PRIOR TO BEGINNING WORK, AND

REPORT DISCREPANCIES IMMEDIATELY TO COR/VA FOR CLARIFICATION.

PATCH EXISTING WALLS WHERE NEW WALLS MEET.

HANDRAILS, CRASH RAILS, AND GRIPPING SURFACES SHALL BE FABRICATED

IN ACCORDANCE WITH ARCHITECTURAL BARRIERS ACT (ABA) ACCESSIBILITY

STANDARDS.

DOORS JAMB SHALL BE POSITIONED 4" FROM CORNER OF STUD FRAMING,

UNLESS OTHERWISE DIMENSIONED.

REFER TO SHEET QH101 FOR EQUIPMENT SCHEDULE AND INFORMATION.

LEVEL AND INFILL FLOOR SLAB TO RECEIVE NEW FLOORING. REFER TO

SPECIFICATIONS AND FLOORING MANUFACTURE'S TOLERANCES FOR

ADDITIONAL INFORMATION UNLESS NOTED OTHERWISE.

PROVIDE METAL PLATE W/ FOUR 3/8" DIA. EXPANSION ANCHORS W/ 2" MIN.

EMBED ON UNDERSIDE OF FLOOR SLAB WHERE CONCRETE INFILL IS

REQUIRED. CHIP AWAY CONCRETE AT FLOOR LEVEL TO CREATE A SLOPED

OPENING/LIP TO PATCH PENETRATIONS AND PREVENT CONCRETE INFILL

CORE FROM FALLING THROUGH OPENING TO FLOOR BELOW. SEE 3/PL002

AND PLUMBING SHEETS FOR ADDITIONAL PENETRATIONS.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C U s e rs \s w h it c o m b

.G U

ID

O

N D

E S

IG

N

\D o c u m e n ts \1

.5

.0

E

D P h a s e d R e n o v s w h it c o m b g u id o n d e s ig n .c o m

.r v t

/2

/2

:4

:3

P

M

AE102

FIRST FLOOR ARCHITECTURAL

PLAN - AGUIDON-CMTA SDVOSB JV, LLC

EMERGENCY DEPARTMENT

RENOVATION

JESSE BROWN VAMC, CHICAGO

537-15-160

1A

06/12/2020 JDF STW

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

100% CONSTRUCTION DOCUMENTS

SCALE: 1/4" = 1'-0"AE102

1 FIRST FLOOR PLAN - A

N

LLJJHHHGF LJI

1.1

2.3

3.5

1466B 1464 1462 1456A

1470F1470E1470D1470C

1470Q 1470P 1470N 1470M 1470L

EX1470A

EX1470B

EX1470I

EX1438EX1436

EX1470R

EX1440

EX14T3

NOT IN SCOPE

NOT IN SCOPE

NOT IN SCOPE

1466D

ON-CALL 1

ON-CALL

BATHROOM

1466C

ON-CALL 2

1466B

ED MGR. (FUTURE

BEREAVEMENT)

LOUNGE

TOILET

1462A

EQUIPMENT

ELECTRICAL

14E6

COMM

14T3

SOILED UTILITY

TOILET

CFD SUPPLY

EXAM RM-1

1470A

CORRIDOR

C1407

CLEAN LINEN

EXAM RM-2

1470B

EXAM RM-3

1470C

EXAM RM-4

1470D

EXAM RM-5

1470E

EXAM RM-6

1470F

NURSE STATION - 1

EMERGENCY ROOM

EXAM RM-15

1470R

EXAM RM-14

1470Q

EXAM RM-13

1470P

EXAM RM-12

1470N

EXAM RM-11

1470M

EXAM RM-10

1470L

MEDS

CORRIDOR

1404A

CORRIDOR

C1404

8 8 8

1 1 1 1 1

2 2

1466C

1462A

8 8

8 8

3 3 3 3

AB

S3A.Gi

S3A.1F

S3A.Gi

S3A.1F

F3D.G

F3D.G

S3A.Gi

F3D.G

F3D.GF3D.G

F3D.GF3D.G

S3A.1F

S3A.1FS3A.1F

F3D.G

F3D.G

S6A.1F

1456B

PROJECT

SITE

NKEY PLAN

ALTERNATES

ALTERNATE DEDUCT #1: EXISTING WOOD DOORS AND WINDOWS TO REMAIN

AT INDICATED EXAM ROOMS, IN LIEU OF RENOVATING WALL WITH SLIDING

DOORS. REFERENCE AE003 AND SPECIFICATION 010000 GENERAL

CONDITIONS.

ALTERNATE DEDUCT #2: EXISTING NURSES STATION DESK TO REMAIN IN LIEU

OF REPLACEMENT CASEWORK. REFERENCE AE003 AND SPECIFICATION

010000 GENERAL CONDITIONS.

ALTERNATE DEDUCT #3: EXISTING SHEET FLOORING TO REMAIN, PROTECT IN

PLACE. REFERENCE AE003 AND SPECIFICATION 010000 GENERAL

CONDITIONS.

ARCHITECTURAL GENERAL NOTES

A

B

C

D

E

F

G

H

REFERENCE STRUCTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION AND

ELECTRICAL FOR COORDINATION ITEMS. COORDINATE AS REQUIRED

INCLUDING NECESSARY FRAMING, BLOCKING, ETC.

VERIFY EXISTING FIELD CONDITIONS PRIOR TO BEGINNING WORK, AND

REPORT DISCREPANCIES IMMEDIATELY TO COR/VA FOR CLARIFICATION.

PATCH EXISTING WALLS WHERE NEW WALLS MEET.

HANDRAILS, CRASH RAILS, AND GRIPPING SURFACES SHALL BE FABRICATED

IN ACCORDANCE WITH ARCHITECTURAL BARRIERS ACT (ABA) ACCESSIBILITY

STANDARDS.

DOORS JAMB…