N40085-18-R-3019_SOW_Pt_2.pdf

JAMES A. LOVELL FHCC

3001 GREEN BAY ROAD

NORTH CHICAGO, IL 60064

RENOVATE EXTERIOR WALLS IN VARIOUS BUILDINGS

PROJECT # 556-13-104

BUILDING 48

48-HA-101 BUILDING 48 - ABATEMENT PLAN

48-AS-101 BUILDING 48 - SITE & FLOOR PLANS

48-AS-401 BUILDING 48 - EXTERIOR ELEVATIONS

BUILDING 134

134-HA-101 BUILDING 134 - ABATEMENT PLAN

134-AS-101 BUILDING 134 - SITE PLAN

134-AS-102 BUILDING 134- GROUND LEVEL FLOOR PLAN

134-AS-103 BUILDING 134 - 2ND FLOOR PLAN

134-AS-104 BUILDING 134 - 3RD FLOOR PLAN

134-AS-105 BUILDING 134 - 4TH FLOOR PLAN

134-AS-106 BUILDING 134 - 5TH FLOOR PLAN

134-AS-201 BUILDING 134 - EXTERIOR ELEVATIONS

134-AS-202 BUILDING 134 - EXTERIOR ELEVATIONS

134-AS-203 BUILDING 134 - EXTERIOR ELEVATIONS

134-AS-204 BUILDING 134 - EXTERIOR ELEVATIONS

BUILDING 135

135-HA-101 BUILDING 135 - ABATEMENT PLAN

135-AS-101 BUILDING 135 - SITE PLAN

135-AS-102 BUILDING 135 - 1ST & 2ND FLOOR PLAN

135-AS-103 BUILDING 135 - 3RD & 4TH FLOOR PLAN

135-AS-401 BUILDING 135 - EXTERIOR ELEVATIONS

135-AS-402 BUILDING 135 - EXTERIOR ELEVATIONS

135-AS-403 BUILDING 135 - EXTERIOR ELEVATIONS

BUILDING 4

4-HA-101 BUILDING 4 - ABATEMENT PLAN

4-AS-101 BUILDING 4 - SITE & GROUND LEVEL PLAN

4-AS-102 BUILDING 4 - 2ND & 3RD FLOOR PLAN

4-AS-201 BUILDING 4 - EXTERIOR ELEVATIONS

4-AS-202 BUILDING 4 - EXTERIOR ELEVATIONS

4-AS-203 BUILDING 4 - EXTERIOR ELEVATIONS

4-AS-204 BUILDING 4 - EXTERIOR ELEVATIONS

4-AS-205 BUILDING 4 - EXTERIOR ELEVATIONS

BUILDING 9

9-HA-101 BUILDING 9 - ABATEMENT PLAN

9-AS-101 BUILDING 9 - FLOOR PLANS

9-AS-401 BUILDING 9 - EXTERIOR ELEVATIONS

9-AS-402 BUILDING 9 - EXTERIOR ELEVATIONS

9-AS-403 BUILDING 9 - EXTERIOR ELEVATIONS

BUILDING 46

46-HA-101 BUILDING 46 - ABATEMENT PLAN

46-AS-101 BUILDING 46 - SITE PLAN

46-AS-102 BUILDING 46 - FLOOR PLANS

46-AS-401 BUILDING 46 - EXTERIOR ELEVATIONS

GENERAL

0-GI-001 COVER SHEET

0-GI-002 GENERAL INFORMATION/SYMBOLS/ LOCATION

0-AI-001 ARCHITECTURAL ABBREVIATIONS

0-AS-001 PROJECT SITE PLAN

BUILDING 1

1-HA-101 BUILDING 1 - ABATEMENT PLAN

1-AS-101 BUILDING 1 - SITE PLAN & BASEMENT FLOOR PLAN

1-AS-102 BUILDING 1 - GROUND LEVEL AND 2ND FLOOR PLAN

1-AS-103 BUILDING 1 - 3RD FLOOR PLAN

1-AS-201 BUILDING 1 - EXTERIOR ELEVATIONS

1-AS-202 BUILDING 1 - EXTERIOR ELEVATIONS

1-AS-203 BUILDING 1 - EXTERIOR ELEVATIONS

BUILDING 3

3-HA-101 BUILDING 3 - ABATEMENT PLAN

3-AS-101 BUILDING 3 - SITE PLAN & BASEMENT FLOOR PLAN

3-AS-102 BUILDING 3 - GROUND LEVEL AND 2ND FLOOR PLAN

3-AS-401 BUILDING 3 - EXTERIOR ELEVATIONS

3-AS-402 BUILDING 3 - EXTERIOR ELEVATIONS

9201 West Broadway

Fax: 763.315.7920 Tel: 763.315.7900 Toll Free: 800.233.9513 Brooklyn Park, MN 55445

RHC CAW

on e ei gh th in ch o ne fo ot

B

C

D

E

F th re e in ch es o ne fo ot

6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s i nc h on e fo ot on e qu ar te r i nc h on e fo ot

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Drawing Title

Location

Building Number Checked

Date

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

Office of Construction and Facilities Management

Project Name

A

Department of Veterans Affairs

CONSULTANTS: ARCHITECT/ENGINEERS: Approved: Assistant Director

Approved: Service Chief

Approved: Chief, Bio-Med

Approved: Chief, IT

Approved: Chief, Safety

Approved: Chief of Staff

Approved: Service Chief

Approved: Chief, EMS

Approved: Chief, M&O

Approved: Chief

Approved: Chief, Engineering

Approved: Service Chief

Approved: Chief, Infection Control

Approved: Chief, Police

Approved: Chief

INTERIORS

Austin, Texas 78746 coxdesign@austin.rr.com

ARCHITECTURE

5121 Bee Caves Road, Suite 203

T:512 - 327 - 4149

COX DESIGN ASSOCIATES

PLANNING

F:512 - 327 - 7679

Austin

Chicago, IL 60605 345 N. Canal St. Suite 701

T:312 - 698 - 3880 F:312 - 454 - 9439

Chicago bcox@coxltd.com

STRUCTURAL | MECHANICAL | ELECTRICAL

TECHNOLOGY | MEDICAL EQUIPMENT SOLUTIONS

231 SOUTH LASALLE STREET, SUITE 600

CHICAGO, IL 60604

312.294.0501

FAX: 312.294.0003

www.kjww.com

03-27-2014

0-GI-001

COVER SHEET

27 MARCH 2014

RENOVATE EXTERIOR

WALLS IN VARIOUS

BUILDINGS

CAPTAIN JAMES A LOVELL FEDERAL

HEALTH CARE CENTER

3001 GREEN BAY RD

NORTH CHICAGO, IL 60088

556-13-104

100% CD SET

FOR REFERENCE ONLY

N

UNLESS NOTED AS EXISTING, ALL MATERIALS,

EQUIPMENT, MANUFACTURED ITEMS AND ASSEMBLIES

INCORPORATED INTO THE WORK SHALL BE NEW.

1.

UNLESS NOTED TO BE REMOVED AND DISPOSED, ALL

EXISTING ITEMS ARE TO REMAIN. THEY SHALL BE

PROTECTED FROM DAMAGE DUE TO CONSTRUCTION

ACTIVITIES. ANY EXISTING ITEMS TO REMAIN THAT

BECOME DAMAGED DUE TO CONSTRUCTION

ACTIVITIES SHALL BE REPAIRED OR REPLACED TO

MATCH EXISTING AT NO ADDITIONAL COST TO THE

OWNER..

2.

NOTATIONS FOR ITEMS OF WORK APPLY TO EACH AND

EVERY GRAPHICAL INDICATION SHOWN ON THE

DRAWINGS, WHETHER OR NOT NOTED.

3.

ALL ITEMS NOTED TO HAVE PAINT FINISH SHALL BE

THOROUGHLY CLEANED AND PROPERLY PREPARED IN

ACCORDANCE WITH THE SPECIFICATIONS PRIOR TO

THE APPLICATION OF PRIMER AND PAINT.

4.

THE CONTRACTOR SHALL THOROUGHLY FAMILIARIZE

HIMSELF WITH THE MECHANICAL, ELECTRICAL, AND

PLUMBING WORK AND SATISFY THE REQUIREMENTS

FOR SUPPORT, FLOOR, WALL AND ROOF OPENINGS,

FLASHINGS AND CURBS ETC. THE ARCHITECT SHALL

BE NOTIFIED OF CONFLICTS OR DISCREPANCIES

PRIOR TO COMMENCEMENT OF CONSTRUCTION.

5.

6. THE GENERAL CONTRACTOR SHALL VISIT THE SITE,

VERIFY FIELD CONDITIONS AND CAREFULLY

COMPARE SUCH FIELD CONDITIONS AND OTHER

INFORMATION KNOWN TO THE CONTRACTOR WITH

CONTRACT DOCUMENTS.

7. THE GENERAL CONTRACTOR SHALL REPORT ANY

UNFORESEEN FIELD CONDITIONS, ERRORS,

INCONSISTENCIES, OR OMISSIONS DISCOVERED AT ANY

TIME DURING THE WORK, UPON SUCH DISCOVERY, THE

CONTRACTOR SHALL IMMEDIATELY CONTACT THE

CONTRACT OFFICER FOR CLARIFICATION BEFORE

PROCEEDING OR CONTINUING WITH THAT PORTION OF

THE WORK OR ANY PORTION RELATED THERE TO.

8. ALL WORK SHALL CONFORM TO ALL APPLICABLE

CODES AND STANDARDS INCLUDING THE CURRENT

INTERNATIONAL BUILDING CODE, VA MASTER

SPECIFICATIONS, AND NFPA 101.

9. THE GENERAL CONTRACTOR SHALL NOTIFY THE

CONTRACT OFFICER, CONTRACTING OFFICER'S

REPRESENTATIVE, AND ARCHITECT OF ANY

DISCREPANCIES BETWEEN THE DRAWINGS, NOTES AND

ACTUAL FIELD CONDITIONS BEFORE BIDDING AND

COMMENCING ANY WORK, AND REQUEST CLARIFICATION

IN WRITING.

10. WHEN UNANTICIPATED MECHANICAL, ELECTRICAL,

OR STRUCTURAL ELEMENTS THAT CONFLICT WITH

THE INTENDED FUNCTION OR DESIGN ARE

ENCOUNTERED, INVESTIGATE AND MEASURE THE

NATURE AND EXTENT OF THE CONFLICT. PROMPTLY

SUBMIT A WRITTEN REPORT TO THE CONTRACT

OFFICER.

11. WHERE MOUNTING HEIGHTS ARE NOT INDICATED,

INSTALL COMPONENTS USING MANUFACTURER'S OR

INDUSTRY STANDARDS. WHERE STANDARDS DO NOT

EXIST, NOTIFY THE ARCHITECT FOR CLARIFICATION.

12. CONTRACTOR SHALL NOT BARRICADE / BARRIER

EMERGENCY EGRESS TO OR FROM THIS AREA.

CONTRACTOR SHALL MAINTAIN EXIT TO EXTERIOR

DURING THE WORK PROCESS

PROVIDE ACCESS TO THE WORK AS DIRECTED BY THE

C.O.R. SECURE ACCESS POINT AS SPECIFIED AND

DIRECTED BY THE COR PROJECT ENGINEER. PROVIDE

WALK-OFF MATS TO MEET FACILITY INFECTION

CONTROL GUIDELINES AT EACH ACCESS POINT.

13.

14. ALL EXISTING WALL MOUNTED ITEMS AND DEVICES

ARE TO BE REMOVED PRIOR TO DEMOLITION

WORK, FULLY REFURBISHED, AND REINSTALLED IN

THE NEW WALL ASSEMBLY. LOCATION TO BE

VERIFIED BY COR. ITEMS MAY INCLUDE: MAGNETIC

HOLD-OPENS, DOOR STOPS, MIRRORS, FIRE

STROBES, SWITCHES, ELECTRIC COVER PLATES,

FIRE ALARM PULL BOX, ELECTRIC OUTLETS,

SIGNAGE, BULLETIN BOARDS, DISPLAY CASE, CARD

READER, DATA OUTLET, PUSH BUTTON, FIRE

CONTROL BOX, MEDICAL GAS PANEL, PHONE,

ROOM SIGNAGE

INTERIOR ELEVATION

DETAIL REFERENCE

1-A23

ELEVATION NOT PRESENT

ELEVATION PAGE NUMBER

ELEVATION DETAIL NUMBER

1-A26 DETAIL DIRECTION

PAGE DETAIL NUMBER

DETAIL PAGE NUMBER

WALL SECTION INDICATOR

1-A26

PAGE DETAIL NUMBER

DETAIL PAGE NUMBER

BUILDING SECTION INDICATOR

1-A26

PAGE DETAIL NUMBER

DETAIL PAGE NUMBER

DETAIL DIRECTION

PLAN NOTE

KEYNOTE / WALL TYPE / PARTITION TYPE

F

PATIENT ROOM

180 SF

ROOM NAME

ROOM NUMBER

GROSS SF FROM INTERIOR FINISH

(IF APPLICABLE)

ROOM TITLE

THRU-WALL STAINLESS

STEEL FLASHING W/

METAL DRIP EDGE,

EXTEND 12" ON EITHER

SIDE OF OPENING

(1 COURSE ABOVE

DOOR OPENING)

EXISTING BRICK

EXISTING SUBSTRATE

EXISTING DOOR OPENING

AND FRAME

DRAWINGS FOR THE FOLLOWING DISCIPLINES ARE

CONTAINED IN THE DOCUMENT. THE DISCIPLINES ARE

IDENTIFIED BY THE REFERENCE WHICH IS

INCORPORATED INTO THE SHEET TITLE.

EACH DRAWING IS NUMBERED ACCORDING TO IT'S

LOCATION ON THE SHEET. THE DRAWING TITLE

APPEARS ABOVE THE DEMARCATION LINE AND,

APPROPRIATE THE SCALE IS LOCATED BELOW THE

DEMARCATION LINE IN THE LOWER LEFT-HAND

QUADRANT OF THE KEY. THE DRAWING CAN BE

REFERENCED BACK TO IT'S ORIGINAL SHEET AND

DRAWING BY THE DRAWING REFERENCE LOCATION IN

THE LOWER RIGHT-HAND QUADRANT.

SHEET NUMBER

DRAWING NUMBER ON SHEET BY

LOCATION

REFERENCE

EXCEPT WHERE DIRECTED TO PLACE ITEMS OF THE WORK AT

THE "APPROXIMATE LOCATION SHOWN." DO NOT SCALE

DRAWINGS FOR DIMENSIONAL INFORMATION

1.

ALL ELEMENTS OF THE DOCUMENTS MAY NOT BE DRAWN TO

EXACT SCALE. ALL DIMENSIONS REQUESTED ARE SHOWN (OR

MAY BE DERIVED FROM THOSE SHOWN OR NOTED) ON THE

FLOOR PLANS. DETAIL PLANS, ELEVATIONS, SECTIONS,

SCHEDULES, CONFIGURATION DETAILS, AND SPECIFICATIONS.

SEE THE NOTES BELOW AND SYMBOLS FOR DIMENSIONING

CONVENTIONS USED ON THIS PROJECT.

2.

EXCEPT WHERE SPECIFICALLY NOTED TO THE

CONTRARY, ALL DIMENSIONS SHOWN ON THE

ARCHITECTURAL DRAWINGS CONFORM TO THE

FOLLOWING CONVENTIONS.

3.

DIMENSIONS UTILIZING THE "CENTERLINE" SYMBOL ARE

MEASURED TO:

CENTERLINE OF PARTITION ASSEMBLY

(EXCLUSIVE OF ANY APPLIED FINISHES HAVING

THICKNESS WHICH MAY BE ADDED TO SUCH

WALLS) AT PARTITIONS FRAMED WITH METAL

STUDS. REFER TO "PARTITION SCHEDULE" TO

DETERMINE THICKNESS OF EACH PARTITION

TYPE.

CENTERLINE OF DOOR, WINDOW, OR LOUVER

OPENING.

CENTERLINE OF OTHER FEATURES AS INDICATED.

A.

DIMENSIONS UTILIZING THE "FACE OF" SYMBOL ARE

MEASURED TO:

FACE OF PARTITION ASSEMBLY (EXCLUSIVE OF ANY

APPLIED FINISHES HAVING THICKNESS WHICH MAY

BE ADDED TO SUCH WALL) AS DEFINED BY THE

PARTITION SCHEDULE. UNLESS NOTED AS A "FACE

OF FINISH" OR "CLEAR" DIMENSION (SEE NOTE "E"

BELOW), DIMENSIONS ARE NOT MEASURED TO THE

FACE OF APPLIED FINISH. REFER TO THE "PARTITION

SCHEDULE" TO DETERMINE THE THICKNESS OF

EACH PARTITION TYPE.

B.

WHERE "EQUAL" DIMENSIONS ARE USED ON REFLECTED

CEILING PLANS TO LOCATE CEILING GRID WORK POINTS,

MEASURE DIMENSIONS TO:

EDGE OF THE INDICATED CEILING AT THE FACE OF

THE ADJACENT APPLIED FINISH MEASURED AT THE

PLANE OF THE CEILING.

CAUTION: DUE TO THE POSSIBLE APPLICATION OF

APPLIED FINISHES - THICKNESS OF WHICH MAY VARY

BETWEEN FLOOR AND CEILING AND IS NOT

ACCOUNTED FOR (EXCEPT AS INDICATED BY "FOF"

OR "CLEAR") BY THE DIMENSION SHOWN ON THE

FLOOR PLANS - THE CONTRACTOR MUST ADJUST AS

NECESSARY, THE FLOOR PLAN DIMENSIONS TO

REFLECT THE ACTUAL DIMENSIONS FOUND AT PLANE

OF THE CEILING.

C.

WHERE WALLS AND/OR PARTITIONS OF UNEQUAL

THICKNESS ABUT,

ALIGN EXPOSED FACES, UNLESS OTHERWISE NOTED.

4.

ALIGN

DIMENSION, WHEN OCCURS

WHERE OPENINGS IN WALLS (SUCH AS INTERIOR WINDOWS

OR DOORS) ARE NOT DIMENSIONED BUT SHOWN AS BEING

IN THE CENTER OF A GIVEN WALL SURFACE, LOCATE

OPENINGS AS GRAPHICALLY REPRESENTED.

5.

DISCIPLINE REFERENCES

DRAWING NUMBERING

DRAWING REFERENCE

GENERAL NOTES

REF. 1/1-A1

BUILDING SECTION

RE: 1/1-A26

SHEET NUMBER

DIMENSIONING CONVENTIONSARCHITECTURAL FLOOR PLAN SYMBOLS

A

COLUMN GRID

NORTH ARROW

REVISION NUMBER AND EXTENT

KEYED NOTE MARK

-SEE CORRESPONDING

NUMBERED KEY NOTE ON SHEET

WHERE REFERENCE OCCURS

REVISION NUMBER - SEE

REVISION HISTORY ON THE

TITLE BLOCK OF EACH SHEET

EXTENT OF CURRENT REVISION

EXISTING TO

REMAIN

CONCRETE

EXISTING

MASONRY

BUILDING

INTERIOR

MATERIAL GRAPHICS

GYP BD

1-A26

1-A26

CL

DEMOLITION LINE

ELEVATION INDICATOR

CENTER LINE INDICATOR

EXISTING TO REMAIN LINE

FEATURES ABOVE LINE INDICATOR

BREAK, ROUND (USER DEFINES SIZE)

BREAK, STRAIGHT (SEE SECTION

INDICATORS,

BUILDING, WITH BREAK STANDARDS)

DETAIL INDICATOR

DETAIL INDICATOR

DIMENSION LINE

CENTER LINE

NTS

LOCATION MAP

I GENERAL INFORMATION

A ARCHITECTURAL

FP FIRE PROTECTION

P PLUMBING

M MECHANICAL

E ELECTRICAL

T TECHNOLOGY

1-A1

BUILDING

NUMBER DISCIPLINE

SHEET NUMBER

CONSTRUCTION LIMITS

PROJECT SHEET NOTES

ASB ASBESTOS ABATEMENT

N

9201 West Broadway

Fax: 763.315.7920 Tel: 763.315.7900 Toll Free: 800.233.9513 Brooklyn Park, MN 55445

RHC CAW

on e ei gh th in ch o ne fo ot

B

C

D

E

F th re e in ch es o ne fo ot

6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s i nc h on e fo ot on e qu ar te r i nc h on e fo ot

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Drawing Title

Location

Building Number Checked

Date

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

Office of Construction and Facilities Management

Project Name

A

Department of Veterans Affairs

CONSULTANTS: ARCHITECT/ENGINEERS: Approved: Assistant Director

Approved: Service Chief

Approved: Chief, Bio-Med

Approved: Chief, IT

Approved: Chief, Safety

Approved: Chief of Staff

Approved: Service Chief

Approved: Chief, EMS

Approved: Chief, M&O

Approved: Chief

Approved: Chief, Engineering

Approved: Service Chief

Approved: Chief, Infection Control

Approved: Chief, Police

Approved: Chief

INTERIORS

Austin, Texas 78746 coxdesign@austin.rr.com

ARCHITECTURE

5121 Bee Caves Road, Suite 203

T:512 - 327 - 4149

COX DESIGN ASSOCIATES

PLANNING

F:512 - 327 - 7679

Austin

Chicago, IL 60605 345 N. Canal St. Suite 701

T:312 - 698 - 3880 F:312 - 454 - 9439

Chicago bcox@coxltd.com

STRUCTURAL | MECHANICAL | ELECTRICAL

TECHNOLOGY | MEDICAL EQUIPMENT SOLUTIONS

231 SOUTH LASALLE STREET, SUITE 600

CHICAGO, IL 60604

312.294.0501

FAX: 312.294.0003

www.kjww.com

03-27-2014

0-GI-002

GENERAL INFORMATION/SYMBOLS/

LOCATION

27 MARCH 2014

RENOVATE EXTERIOR

WALLS IN VARIOUS

BUILDINGS

CAPTAIN JAMES A LOVELL FEDERAL

HEALTH CARE CENTER

3001 GREEN BAY RD

NORTH CHICAGO, IL 60088

556-13-104

BASE BID: ALL BUILDINGS

DEDUCT ALTERNATE #1: BUILDING 48 - ALL WORK

DEDUCT ALTERNATE #2: BUILDING 46 - ALL WORK

DEDUCT ALTERNATE #3: BUILDING 135 - ALL WORK

DEDUCT ALTERNATE #4: BUILDING 3 - ALL WORK

BID DEDUCT ALTERNATES

DEDUCT ALTERNATE #5: BUILDING 134 - ALL WORK

DEDUCT ALTERNATE #6: BUILDING 9 - ALL WORK

DEDUCT ALTERNATE #7: BUILDING 1 - ALL WORK

DEDUCT ALTERNATE #8: BUILDING 4 - ALL WORK

TYPICAL DETAILS

SCALE: 1 1/2" = 1'-0"1 DOOR DRIP FLASHING DETAIL

ARCHITECTURAL ABBREVIATIONS

A LABEL CLASS A DOOR

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AAMA AMERICAN ARCHITECTURAL MANUFACTURERS

ASSOCIATION

AB ANCHOR BOLT

ABC AGGREGATE BASE COURSE

AC ASBESTOS CEMENT OR ASPHALTIC CONCRETE

ACI AMERICAN CONCRETE INSTITUTE

ACS DR ACCESS DOOR

ACS FLR ACCESS FLOOR

ACS PNL ACCESS PANEL

ACST ACOUSTIC

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES ACT

ADC AUTOMATIC DOOR CLOSER

ADDL ADDITIONAL

ADDN ADDITION

ADH ADHESIVE

ADJ ADJACENT, ADJOINING, OR ADJUSTABLE

ADMIN ADMINISTRATION

ADB AUTOMATIC DOOR BOTTOM

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGA AMERICAN GAS ASSOCIATION

AGC ASSOCIATED GENERAL CONTRACTORS

AGGR AGGREGATE

AHJ AUTHORITY HAVING JURISDICTION

AHR ANCHOR

AHU AIR HANDLING UNIT

AIA AMERICAN INSTITUTE OF ARCHITECTS

AISC AMERICAN INSTITUTE OF STEEL

CONSTRUCTION

ALT ALTERNATE

ALT NO ALTERNATE NUMBER

ALUM ALUMINUM

AMP AMPERE

AMT AMOUNT

ANOD ANODIZE

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

ANT ANTENNA

APA AMERICAN PLYWOOD ASSOCIATION

APPD APPROVED

APPROX APPROXIMATE

APT APARTMENT

AR AS REQUIRED

ARCH ARCHITECT

ASB ASBESTOS

ASI ARCHITECT'S SUPPLEMENTAL INSTRUCTION

ASKLR AUTOMATIC SPRINKLER

ASPH ASPHALT

ASSN ASSOCIATION

ASTM AMERICAN SOCIETY FOR TESTING AND

MATERIALS

ATCH ATTACHMENT

ATM AUTOMATIC TELLER MACHINE

ATS AUTOMATIC TRANSFER SWITCH

AUTO AUTOMATIC

AUX AUXILIARY

AV AUDIO VISUAL

AVE AVENUE

AVG AVERAGE

AW ACID WASTE

AWI ARCHITECTURAL WOODWORKING INSTITUTE

AWPA AMERICAN WOOD PRESERVERS' ASSOCIATION

AWS AMERICAN WELDING SOCIETY

AWT ACOUSTICAL WALL TREATMENT

B LABEL CLASS B DOOR

B PL BASE PLATE

BALC BALCONY

BAT BATTEN

BB BULLETIN BOARD

BD BOARD

BD FT BOARD FEET (FOOT)

BEV BEVEL

BHMA BUILDER'S HARDWARE MANUFACTURER'S

ASSOCIATION

BI FLD DR BIFOLDING DOORS

BITUM BITUMINOUS

BKG BACKING

BLD BUILD

BLDG BUILDING

BLKT BLANKET

BLVD BOULEVARD

BM BEAM OR BENCHMARK

BOT BOTTOM

BR BEDROOM

BRCG BRACING

BRDG BRIDGING

BRDG JST BRIDGING JOIST

BRG BEARING

BRG PL BEARING PLATE

BRKT BRACKET

BRZ BRONZE

BSMT BASEMENT

BTWN BETWEEN

BU BUSHEL

BUR BUILT-UP ROOFING

C CELSIUS CHANNEL

C CHANNEL CELSIUS

C CONC CAST CONCRETE

C LABEL CLASS C DOOR

C TO C CENTER TO CENTER

CAB CABINET

CAC CEILING ATTENUATION CLASS

CB CATCH BASIN OR CORNER BEAD

CBB CEMENTITIOUS (BACKER) BOARD

CC CUBIC CENTIMETER

CCTV CLOSED CIRCUIT TELEVISION

CCW COUNTERCLOCKWISE

CD CONSTRUCTION DOCUMENTS OR CONTRACT

DOCUMENTS

CEM CEMENT

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR FURNISHED/CONTRACTOR

INSTALLED

CF/OI CONTRACTOR FURNISHED/OWNER INSTALLED

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL FRAMING

CFS CUBIC FEET PER SECOND

CG CENTER OF GRAVITY OR CORNER GUARD

CGSFU CERAMIC GLAZED STRUCTURAL FACING UNITS

CH BD CHALKBOARD

CHEM CHEMICAL

CHFR CHAMFER

CHK CHECK

CI CAST IRON

CIP CAST-IN-PLACE

CIR CIRCLE

CIRC CIRCULAR

CJ CONSTRUCTION JOINT OR CONTROL JOINT

CL CENTER LINE

CLDG CLADDING

CLG CEILING

CLG HT CEILING HEIGHT

CLR CLEAR

cm² SQUARE CENTIMETER cm³ CUBIC CENTIMETER

CM CONSTRUCTION MANAGEMENT

CMU CONCRETE MASONRY UNIT

CNR CORNER

CNTR COUNTER

CO CARBON MONOXIDE, CERTIFICATE OF

OCCUPANCY, CLEANOUT, OR COMPANY

CO2 CARBON DIOXIDE

COL COLUMN

COM COMMON

COMB COMBINATION, COMBINED

COMM COMMUNICATION

COMP COMPONENT

CONC CONCRETE

CONC FLR CONCRETE FLOOR

COND CONDENSER OR CONDITION

CONF CONFERENCE

CONN CONNECT

CONSTR CONSTRUCTION

CONT CONTINUE

CONTR CONTRACTOR

COORD COORDINATE

CORR CORRIDOR

CPM CRITICAL PATH METHOD

CPRS COMPRESSIBLE

CPT CARPET

CRS COLD ROLLED STEEL

CRSI CONCRETE REINFORCING STEEL INSTITUTE

CSB CONCRETE SPLASH BLOCK

CSG CASING

CSI CONSTRUCTION SPECIFICATIONS INSTITUTE

CSK COUNTER SUNK

CSMT CASEMENT

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTG COATING

CTR CENTER CONTOUR

CTRL CONTROL

CTV CABLE TELEVISION

CU COPPER C

CU FT CUBIC FEET

CU IN CUBIC INCH

CU YD CUBIC YARD

CURT CURTAIN

CYL CYLINDER

CYL L CYLINDER LOCK

D DEPTH OR PENNY (NAIL)

D LABEL CLASS D DOOR

DAT DATUM

DB DECIBEL

DBL DOUBLE

DBL GLZ DOUBLE GLAZE

DC DIRECT CURRENT

DEG DEGREE

DEL DELETE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DF ELECTRIC WATER COOLER

DIA DIAMETER

DIAG DIAGONAL DIAGRAM

DIAG DIAGRAM DIAGONAL

DIFF DIFFERENCE OR DIFFUSER

DIM DIMENSION

DIR DIRECTION

DISP DISPENSER

DIST DISTANCE

DIV DIVIDE OR DIVISION

DL DEAD LOAD

DOC DOCUMENT

DOUG FIR DOUGLAS FIR

DOZ DOZEN

DR DOOR, DRAIN, DRESSING ROOM, OR DRIVE

DR CL DOOR CLOSER

DR FR DOOR FRAME

DR OPNG DOOR OPENING

DS DOWNSPOUT

DSGN DESIGN

DW DISHWASHER

DWG DRAWING

DWTR DUMBWAITER

E EAST

E LABEL CLASS E DOOR

EA EACH

EFF EFFICIENCY

EFS EXTERIOR FINISH SYSTEM

EIFS EXTERIOR INSULATION AND FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELAST ELASTOMERIC

ELEC ELECTRIC

ELEC DR OP ELECTRIC DOOR OPENER

ELEV ELEVATOR

EMER EMERGENCY

EMER SHR EMERGENCY SHOWER

ENCL ENCLOSURE

ENGR ENGINEER

ENVIR ENVIRONMENT

EPA ENVIRONMENTAL PROTECTION AGENCY

EPDM ETHYLENE PROPYLENE DIENE MONOMER

EPO EMERGENCY POWER OFF

EPS EXPANDED POLYSTYRENE BOARD (INSULATION)

EQ EQUAL

EQL SP EQUALLY SPACED

EQUIP EQUIPMENT

EQUIV EQUIVALENT

ERD EXISTING ROOF DRAIN

ESC ESCAPE OR ESCUTCHEON

ESCAL ESCALATOR

ESMT EASEMENT

ESP ESPECIALLY

EST ESTIMATE

ETC AND SO FORTH OR ET CETERA

EW EACH WAY

EWC ELECTRIC WATER COOLER

EWS EYE WASH STATION

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION OR EXPOSED

EXP BT EXPANSION BOLT

EXST GR EXISTING GRADE

EXT EXTERIOR, EXTERNAL, OR EXTINGUISHER

EXT GR EXTERIOR GRADE

F FAHRENHEIT OR FEMALE

FA FIRE ALARM

FAB FABRIC

FAC FACTOR

FACIL FACILITY

FAS FASCIA

FAS BD FASCIA BOARD

FCO FLOOR CLEANOUT

FCTY FACTORY

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FF&E FURNITURE, FIXTURE, AND EQUIPMENT

FH FLAT HEAD OR FLAT HEAD SCREWS

FHC FIRE HOSE CABINET

FHMS FLAT HEAD MACHINE SCREW

FHP FULL HEIGHT PARTITION

FHWS FLAT HEAD WOOD SCREW

FIG FIGURE

FIL FILLET

FIN FINISH

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIN WD FINISH WOOD

FIXT FIXTURE

FL FLOORLINE

FLASH FLASHING

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLR FLOOR

FLR FIN FLOOR FINISH

FLR SK FLOOR SINK

FLUOR FLUORESCENT

FLUOR FIX FLUORESCENT FIXTURE

FM FACTORY MUTUAL

FM-G FACTORY MUTUAL GLOBAL

FO FINISHED OPENING

FOC FACE OF CONCRETE OR FACE OF CURB

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF SLAB OR FACE OF STUD

FOUNT FOUNTAIN

FOW FACE OF WALL

FP FIRE PROTECTION OR FIREPROOF

FPM FEET PER MINUTE

FPS FEET PER SECOND

FR FIRE RATING, FIRE RESISTANT, OR FRAME

FR SNK FLUSHING RIM SINK

FREQ FREQUENCY

FRMG FRAMING

FRP FIBER REINFORCED POLYESTER OR

FIBERGLASS 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

GL BLK GLASS BLOCK

GLU LAM GLUED LAMINATED WOOD

GR FL GROUND FLOOR

GRAN GRANITE

GRTG GRATING

GSB GYPSUM SHEATHING BOARD

GSM GALVANIZED SHEET METAL

GSU GLAZED STRUCTURAL UNIT

GT GROUT

GUAR GUARANTEE

GUT GUTTER

GYP GYPSUM

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

H HIGH

H PLAM HIGH PRESSURE PLASTIC LAMINATE

HAZ MAT HAZARDOUS MATERIALS

HB HOSE BIBB

HC HOLLOW CORE

HCWD HOLLOW CORE WOOD DOOR

HDBD HARDBOARD

HDNR HARDENER

HDO HIGH DENSITY OVERLAY

HDR HEADER

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE AIR (FILTER)

HEX HEXAGON

HF HIGH FREQUENCY

HGR HANGER

HM HECTOMETER

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HMDF HOLLOW METAL DOOR AND FRAME

HMF HOLLOW METAL FRAME

HNDRL HANDRAIL

HO HOLD OPEN

HORIZ HORIZONTAL

HOSP HOSPITAL

HP HIGH PRESSURE OR HORSEPOWER

HQ HEADQUARTERS

HS HEAT-STRENGTHENED (GLASS) OR HIGH

STRENGTH

HSE HOUSE

HSKPG HOUSEKEEPING

HST HOIST

HT HEIGHT

HVAC HEATING, VENTILATING, AND AIR CONDITIONING

HVY HEAVY

HW HOT WATER

HYD HYDRANT

HYDR HYDRAULIC

I INTERSTATE (HIGHWAY) OR MOMENT OF

INERTIA

IAQ INDOOR AIR QUALITY

IBC INTERNATIONAL BUILDING CODE

ID IDENTIFICATION, INSIDE DIAMETER, OR

INTERIOR DESIGN

ID NO IDENTIFICATION NUMBER

ILLUM ILLUMINATION

INCL INCLUDED

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

KD KILN DRIED OR KNOCKED DOWN

KIT KITCHEN

KO KNOCKOUT

KPL KICKPLATE

L ANGLE

LAB LABORATORY

LAD LADDER

LAM LAMINATE

LAM GL LAMINATED GLASS

LAU LAUNDRY

LAV LAVATORY

LBR LUMBER

LBS POUND

LD BRG LOAD-BEARING

LDR LEADER

LED LIGHT EMITTING DIODE

LF LINEAR FEET (FOOT)

LH LEFT HAND

LHR LEFT HAND REVERSE

LHR LEFT HAND REVERSE LATENT HEAT RATIO

LIB LIBRARY

LIN LINEAR

LINO LINOLEUM

LIQ LIQUID

LKR LOCKER

LKR RM LOCKER ROOM

LKWASH LOCKWASHER

LL LEAD LINED

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LMST LIMESTONE

LNDSCP LANDSCAPE

LR LIVING ROOM

LRG LARGE

LRV LOUVERED ROOF VENT

LS LUMP SUM

LT LIGHT

LT GA LIGHT GAGE

LT WT LIGHTWEIGHT

LTG LIGHTING

LTNG LIGHTNING

LVD LOUVERED

LVR LOUVER

LWC LIGHTWEIGHT CONCRETE

LWIC LIGHTWEIGHT INSULATING CONCRETE

LYR LAYER

MACH MACHINE

MACH RM MACHINE ROOM

MAINT MAINTENANCE

MAN MANUAL

MATL MATERIAL

MATV MASTER ANTENNA TELEVISION SYSTEM

MAX MAXIMUM

MB MACHINE BOLT

MCB METAL CORNER BEAD

MD DECK

ME MECHANICAL ENGINEER

MEAS MEASURE

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MED MEDICAL MEDIUM

MED MEDIUM MEDICAL

MEK METHYL ETHYL KETONE

MEL MELAMINE

MEMB MEMBRANE

MEMO MEMORANDUM

MEZZ MEZZANINE

MF MILL FINISH

MFD MANUFACTURED

MFG MANUFACTURING

MFR MANUFACTURER

MFR REC MANUFACTURER'S RECOMMENDATION

MGT MANAGEMENT

MH MANHOLE

MIC MICROPHONE

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM MINUTE

MIN 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

N NORTH

NA NOT APPLICABLE

NAAMM NATIONAL ASSOCIATION OF ARCHITECTURAL

METAL MANUFACTURERS

NAT NATURAL

NATL NATIONAL

NC NOISE CRITERIA

NCOMBL NONCOMBUSTIBLE

NEC NATIONAL ELECTRICAL CODE

NEG NEGATIVE

NEMA NATIONAL ELECTRICAL MANUFACTURERS

ASSOCIATION

NEUT NEUTRAL

NFC NATIONAL FIRE CODE

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NR NOISE REDUCTION

NRC NOISE REDUCTION COEFFICIENT

NRCA NATIONAL ROOFING CONTRACTORS

ASSOCIATION

NRP NONREMOVABLE

NS NARROW STILE

NUM NUMERAL

O/O OUT TO OUT

O OXYGEN

OA OUTSIDE AIR OR OVERALL

OC ON CENTER

OCC OCCUPY

OCT OCTAGON

OD OUTSIDE DIAMETER OUTSIDE DIMENSION

OD OUTSIDE DIMENSION OUTSIDE DIAMETER

OF/CI OWNER FURNISHED/CONTRACTOR INSTALLED

OFD OVERFLOW DRAIN

OFF OFFICE

OF/OI OWNER FURNISHED/OWNER INSTALLED

OH OVERHANG

OH DR OVERHEAD (COILING) DOOR

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPR OPERABLE

OPT OPTIONAL

OR OPERATING ROOM OR OUTSIDE RADIUS

ORD ORDNANCE OR OVERFLOW ROOF DRAIN

ORG ORGANIC

ORIG ORIGINAL

ORN ORNAMENTAL

OSHA OCCUPATIONAL SAFETY AND HEALTH

ADMINSTRATION

OUT OUTLET

OZ OUNCE

PAR PARALLEL OR PARAPET

PARA PARAGRAPH

PART PARTIAL

PAT PATTERN

PB PUSHBUTTON

PBD PARTICLEBOARD

PC PIECE, POLYCARBONATE OR PORTLAND

CEMENT

PCA PORTLAND CEMENT ASSOCIATION

PCC PRECAST CONCRETE

PCCP CONCRETE PAVEMENT

PCD PAPER CUP DISPENSER

PCF POUNDS PER CUBIC FOOT

PCP PORTLAND CEMENT PLASTER

PED PEDESTAL

PEN PENETRATE

PEND PENDANT

PERF PERFORATED

PERIM PERIMETER

PERP PERPENDICULAR

PGBD PEGBOARD

PHAR PHARMACY

PHOTO PHOTOGRAPH

PHS PHILLIPS HEAD SCREW

PKG PACKAGE

PL PROPERTY LINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER OR PLASTIC

PLBG PLUMBING

PLYWD PLYWOOD

PMTL PAINTED METAL

PNEU PNEUMATIC

PNL PANEL

PO POST OFFICE PURCHASE ORDER

PO PURCHASE ORDER POST OFFICE

POLY POLYETHYLENE (PLASTIC)

PR PAIR

PRCST PRECAST

PREFAB PREFABRICATE

PREFIN PREFINISH

PRELIM PRELIMINARY

PREP PREPARATION

PRESS PRESSURE

PREV PREVIOUS

PRKG PARKING

PRMLD PREMOLDED

PROJ PROJECT

PROP PROPERTY

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT, PNEUMATIC TUBE, OR PRESSURE

TREATED

PTD PAPER TOWEL DISPENSER

PTN PARTITION

PVC POLYVINYL CHLORIDE (PLASTIC)

PVG PAVING

PWR POWER

QA QUALITY ASSURANCE

QC QUALITY CONTROL

QRY QUARRY

QT QUARRY TILE

QTB QUARRY TILE BASE

QTF QUARRY TILE FLOOR

QTR QUARTER

QTY QUANTITY

QUAD QUADRANT

QUAL QUALITY

R RADIUS OR RISER

RA RETURN AIR

RAD RADIATOR

RB RESILIENT BASE OR RUBBER BASE

RB HK ROBE HOOK

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RC REMOTE CONTROL

RCP REFLECTED CEILING PLAN

RCVR RECEIVER

RD ROAD OR ROOF DRAIN

REC RECESSED

RECD RECEIVED

RECPT RECEPTACLE

RECT RECTANGLE

REF REFERENCE OR REFRIGERATOR

REFR REFRACTORY REFRIGERATION

REFR REFRIGERATION REFRACTORY

REG REGISTER

REINF REINFORCE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

RET RETURN

REV REVISION

RF RADIO FREQUENCY

RFG ROOFING

RFI REQUEST FOR INFORMATION

RFP REQUEST FOR PROPOSAL

RH RIGHT HAND

RHMS ROUND HEAD MACHINE SCREW

RHR RIGHT HAND REVERSE

RHWS ROUND HEAD WOOD SCREW

RL ROOF LEADER

RLG RAILING

RM ROOM

RND ROUND

RO ROUGH OPENING

ROW RIGHT OF WAY

RPM REVOLUTIONS PER MINUTE

RS ROUGH SAWN

RT RIGHT

RV ROOF VENT

RVS REVERSE

RWD REDWOOD

RWL RAIN WATER LEADER

SA SUPPLY AIR

SALV SALVAGE

SAMP SAMPLE

SAN SANITARY

SAT SUSPENDED ACOUSTICAL TILE

SATC SUSPENDED ACOUSTICAL TILE CEILING

SB SPLASH BLOCK

SBS STYRENE BUTADIEN STYRENE

SBSTR SUBSTRATE

SC SHADING COEFFICIENT OR SOLID CORE

SCH SCHOOL

SCHED SCHEDULE

SCHEM SCHEMATIC

SCP SCUPPER

SCRN SCREEN

SCT STRUCTURAL CLAY TILE

SCWD SOLID CORE WOOD DOOR

SD SHOP DRAWINGS, SMOKE DETECTOR, OR

SOAP DISPENSER;

SDG SIDING

SECT SECTION

SEG SEGMENT

SEL SELECT

SEP SEPARATE

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGD SLIDING GLASS DOOR

SGL SINGLE

SHR SHOWER

SHR HD SHOWER HEAD

SHRD SHOWER DRAIN

SHT SHEET

SHT MTL FLASH SHEET METAL (FLASHING)

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SJI STEEL JOIST INSTITUTE

SK SKETCH

SKLT SKYLIGHT

SLD WDW HORIZONTAL SLIDING WINDOW

SLDG SLIDING

SLNT SEALANT

SM SHEET METAL

SMK SMOKE

SND SANITARY NAPKIN DISPENSER

SND INS SOUND INSULATION

SNDU SANITARY NAPKIN DISPOSAL UNIT

SPEC SPECIFICATION

SPKLR SPRINKLER

SPKR SPEAKER

SPLY SUPPLY

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SS SANITARY SEWER OR SERVICE SINK

SST STAINLESS STEEL

ST STAIRS OR STREET

STC SOUND TRANSMISSION CLASS

STD STANDARD

STIF STIFFENER

STL JST STEEL JOIST

STL LNTL STEEL LINTEL

STL PL STEEL PLATE

STL RF DK STEEL ROOF DECK

STL TB STEEL TUBE

STL TR STEEL TRUSS

STNLS STAINLESS

STOR STORAGE

STR STRINGERS

STRUCT STRUCTURAL

STRUCT STL STRUCTURAL STEEL

SUB SUBSTITUTE

SURF SURFACE

SUSP SUSPEND

SUSP CLG SUSPENDED CEILING

SV SHEET VINYL

SW SWITCH

SWDR SWING DOOR

SYM SYMBOL

SYNTH SYNTHETIC

SYS SYSTEM

T TREAD

T&G TONGUE AND GROOVE

T&M TIME AND MATERIALS

TB THROUGH BOLT OR TOWEL BAR

TCA TILE COUNCIL OF AMERICA

TCP TELEPHONE CONTROL PANEL TEMPERATURE

CONTROL PANEL; TRAFFIC CONTROL PLAN

TD TOWEL DISPENSER

TECH TECHNICAL

TEL TELEPHONE

TEMP TEMPERATURE OR TEMPORARY

TER TERRAZZO

THD THREAD

THERM THERMAL

THK THICKNESS

THRES THRESHOLD

THRU THROUGH

THRUOUT THROUGHOUT

TK BD TACKBOARD

TMPD TEMPERED

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TO TOP OF ___

TO FDN TOP OF FOUNDATION

TOB TOP OF BEAM

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOS TOP OF STEEL

TOW TOP OF WALL

TPD TOILET PAPER DISPENSER

TPH TOILET PAPER HOLDER

TR TOWEL RACK

TRANS TRANSOM

TRANS WD FINTRANSPARENT 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 VITRIFIED CLAY TILE

VEH VEHICLE

VENT VENTILATION

VERT VERTICAL

VEST VESTIBULE

VFAT VINYL FACED ACOUSTICAL TILE

VIC VICINITY

VID VIDEO

VIF VERIFY IN FIELD

VNR VENEER

VOC VOLATILE ORGANIC COMPOUND

VOL VOLUME

VOLT VOLTAGE

VP VENEER PLASTER

VR VAPOR RETARDER

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

VWF VINYL WALL FABRIC

W WIDE OR WEST

W/ WITH

W/O WITHOUT

WARR WARRANTY

WBL WOOD BLOCKING

WC WALL COVERING OR WATER CLOSET

WC WL HNG WATER CLOSET, WALL HUNG

WCHR WATER CHILLER

WCL WL MTD WATER COOLER, WALL HUNG

WD WOOD

WDW WINDOW

WF WIDE FLANGE

WFAB WALL FABRIC

WFR WOOD FRAME

WFS WOOD FURRING STRIPS

WH WATER HEATER

WHSE WAREHOUSE

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

UNO

ACM ASBESTOS CONTAINING MATERIAL

ACP ACRYLIC GLAZING

9201 West Broadway

Fax: 763.315.7920 Tel: 763.315.7900 Toll Free: 800.233.9513 Brooklyn Park, MN 55445

RHC CAW

on e ei gh th in ch o ne fo ot

B

C

D

E

F th re e in ch es o ne fo ot

6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s i nc h on e fo ot on e qu ar te r i nc h on e fo ot

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Drawing Title

Location

Building Number Checked

Date

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

Office of Construction and Facilities Management

Project Name

A

Department of Veterans Affairs

CONSULTANTS: ARCHITECT/ENGINEERS: Approved: Assistant Director

Approved: Service Chief

Approved: Chief, Bio-Med

Approved: Chief, IT

Approved: Chief, Safety

Approved: Chief of Staff

Approved: Service Chief

Approved: Chief, EMS

Approved: Chief, M&O

Approved: Chief

Approved: Chief, Engineering

Approved: Service Chief

Approved: Chief, Infection Control

Approved: Chief, Police

Approved: Chief

INTERIORS

Austin, Texas 78746 coxdesign@austin.rr.com

ARCHITECTURE

5121 Bee Caves Road, Suite 203

T:512 - 327 - 4149

COX DESIGN ASSOCIATES

PLANNING

F:512 - 327 - 7679

Austin

Chicago, IL 60605 345 N. Canal St. Suite 701

T:312 - 698 - 3880 F:312 - 454 - 9439

Chicago bcox@coxltd.com

STRUCTURAL | MECHANICAL | ELECTRICAL

TECHNOLOGY | MEDICAL EQUIPMENT SOLUTIONS

231 SOUTH LASALLE STREET, SUITE 600

CHICAGO, IL 60604

312.294.0501

FAX: 312.294.0003

www.kjww.com

03-27-2014

0-AI-001

ARCHITECTURAL ABBREVIATIONS

27 MARCH 2014

RENOVATE EXTERIOR

WALLS IN VARIOUS

BUILDINGS

CAPTAIN JAMES A LOVELL FEDERAL

HEALTH CARE CENTER

3001 GREEN BAY RD

NORTH CHICAGO, IL 60088

556-13-104

DN

DN

GRAPHIC LEGEND

SHEET NOTES

KEY NOTES

BUILDING 1

BUILDING 3

BUILDING 4

N

1-AS-101

3-AS-101

4-AS-101

9-AS-101

BUILDING 9

BUILDING 134

BUILDING 46

BUILDING 48

BUILDING 135

46-AS-101

48-AS-101

134-AS-101

135-AS-101

9-AS-101

9-AS-101

1-AS-102

1-AS-102

3-AS-102

3-AS-101

3-AS-102

1-AS-101

1-AS-103

4-AS-101

4-AS-102

4-AS-102

46-AS-102

46-AS-102

46-AS-102

46-AS-102

48-AS-101

48-AS-101

48-AS-101

134-AS-102

134-AS-103

134-AS-104

134-AS-105

134-AS-106

135-AS-102

135-AS-102

135-AS-103

135-AS-103

9201 West Broadway

Fax: 763.315.7920 Tel: 763.315.7900 Toll Free: 800.233.9513 Brooklyn Park, MN 55445

132 RHC CAW

on e ei gh th in ch o ne fo ot

B

C

D

E

F th re e in ch es o ne fo ot

6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s i nc h on e fo ot on e qu ar te r i nc h on e fo ot

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Drawing Title

Location

Building Number Checked

Date

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

Office of Construction and Facilities Management

Project Name

A

Department of Veterans Affairs

CONSULTANTS: ARCHITECT/ENGINEERS: Approved: Assistant Director

Approved: Service Chief

Approved: Chief, Bio-Med

Approved: Chief, IT

Approved: Chief, Safety

Approved: Chief of Staff

Approved: Service Chief

Approved: Chief, EMS

Approved: Chief, M&O

Approved: Chief

Approved: Chief, Engineering

Approved: Service Chief

Approved: Chief, Infection Control

Approved: Chief, Police

Approved: Chief

INTERIORS

Austin, Texas 78746 coxdesign@austin.rr.com

ARCHITECTURE

5121 Bee Caves Road, Suite 203

T:512 - 327 - 4149

COX DESIGN ASSOCIATES

PLANNING

F:512 - 327 - 7679

Austin

Chicago, IL 60605 345 N. Canal St. Suite 701

T:312 - 698 - 3880 F:312 - 454 - 9439

Chicago bcox@coxltd.com

STRUCTURAL | MECHANICAL | ELECTRICAL

TECHNOLOGY | MEDICAL EQUIPMENT SOLUTIONS

231 SOUTH LASALLE STREET, SUITE 600

CHICAGO, IL 60604

312.294.0501

FAX: 312.294.0003

www.kjww.com

0-AS-001

PROJECT SITE PLAN

27 MARCH 2014

RENOVATE EXTERIOR

WALLS IN VARIOUS

BUILDINGS

CAPTAIN JAMES A LOVELL FEDERAL

HEALTH CARE CENTER

3001 GREEN BAY RD

NORTH CHICAGO, IL 60088

556-13-104

SCALE: 1" = 100'-0"1 PROJECT SITE PLAN

03-27-2014

4-HA-101

BUILDING 4 - ABATEMENT PLAN RENOVATE EXTERIOR

WALLS IN VARIOUS

BUILDINGS

CAPTAIN JAMES A LOVELL FEDERAL

HEALTH CARE CENTER

3001 GREEN BAY RD

NORTH CHICAGO, IL 60088

556-13-104

A. PAINTED WINDOW FRAMES THROUGHOUT THE BUILDING

SHALL BE ASSUMED TO BE LEAD-BASED PAINTASBESTOS-CONTAINING ROOFING

MATERIAL

ASBESTOS-CONTAINING EXPANSION

CEMENT/CAULKING

ASBESTOS-CONTAINING CAULKING AT

BRICK & CONCRETE JOINT

ASBESTOS-CONTAINING WINDOW & DOOR

PERIMETER CAULKING

ASBESTOS-CONTAINING SILVER PAINT

ASBESTOS-CONTAINING

WINDOW PERIMETER

CAULKING

ASBESTOS-CONTAINING

SILVER PAINT

9201 West Broadway

Fax: 763.315.7920 Tel: 763.315.7900 Toll Free: 800.233.9513 Brooklyn Park, MN 55445

02-14-2014

DH MJP

on e ei gh th in ch o ne fo ot

B

C

D

E

F th re e in ch es o ne fo ot

6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s i nc h on e fo ot on e qu ar te r i nc h on e fo ot

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

A

INTERIORS

Austin, Texas 78746 coxdesign@austin.rr.com

ARCHITECTURE

5121 Bee Caves Road, Suite 203

T:512 - 327 - 4149

COX DESIGN ASSOCIATES

PLANNING

F:512 - 327 - 7679

Austin

Chicago, IL 60605 345 N. Canal St. Suite 701

T:312 - 698 - 3880 F:312 - 454 - 9439

Chicago bcox@coxltd.com

GRAPHIC LEGEND: KEY NOTES: SHEET NOTES:

2 3 1 S O U T H L A S A L L E S T R E E T , S U I T E 6 0 0

C H I C A G O , I L 6 0 6 0 4

3 1 2 . 2 9 4 . 0 5 0 1

F A X : 3 1 2 . 2 9 4 . 0 0 0 3 w w w . k j w w . c o m

DN UP

N

4-AS-203

4-AS-205

4-AS-202

4-AS-201

4-AS-2031

4-AS-204 3

4-AS-2012 3

4-AS-205

A. TUCK POINTING WORK INCLUDES, PATCHING REPAIRING, REPLACING, & SEALING MASONRY

ALONG ALL EXTERIOR FACE OF BRICK WORK. SEE DRAWINGS.

B. CONTRACTOR FIELD VERIFY EXISTING CONDITIONS BUT NOT LIMITED TO STRUCTURAL,

ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, LIFE SAFETY, INFECTION CONTROL,

SECURITY, & SIMILAR AREAS THAT MAY AFFECT WORK PERFORMANCE PRIOR TO COMMENCEMENT

OF WORK.

C. WHERE BRICKS ARE IN DISREPAIR AND BROKEN; REPLACE BRICKS AND MATCH EXISTING

COLOR TO THE GREATEST EXTENT POSSIBLE.

D. MORTAR USED FOR TUCK POINTING IS TO MATCH EXISTING COLOR TO THE GREATEST

EXTENT POSSIBLE.

E. REPAIR THE CAULKING AROUND ALL DOORS, WINDOWS SCUPPERS, COPING, LOUVERS,

CAPSTONES, & LINTELS; (& ADJACENT ANGLE IRON (IF PRESENT) AND CLEAN PRIOR TO RE-

CAULKING. IF DURING THE INSPECTION, ANY OF THE ABOVE LISTED ITEMS ARE IN NEED OF

REPAIR, CONTACT THE PROJECT ENGINEER FOR DIRECTION, ENSURE PROPER BACKER ROD IS

IN PLACE PRIOR TO CAULKING.

F. CONTRACTOR TO REVIEW EXTERIOR FACE OF PARAPETS. REPAIR DAMAGED MORTAR AND /

OR METAL "DRIP / SHELF ANGLE" WHERE OCCURS.

K. REMOVE ALL VEGETATION FROM FACES OF BUILDINGS.

L. AFTER TUCK POINTING IS COMPLETE, APPLY APPROPRIATE BRICK AND MASONRY

WATERPROOFING TO ALL BUILDING EXTERIOR MASONRY AREAS WHETHER TUCKPOINTED OR

NOT ARE TO BE SEALED PROPERLY. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION..

SEE SPECIFICATIONS.

M. REPAIR DAMAGED FLOOR JOINTS WHERE CONCRETE SLAB AND BRICK WALLS MEET, PROVIDE

MOISTURE PROTECTION.

N. CONTRACTOR TO PERFORM WORK WHERE UTILITIES SYSTEMS ARE TO

REMAIN IN PLACE AND UNDISRUPTED. PROVIDE PROTECTION TO ALL

UTILITIES UPON COMMENCEMENT OF WORK. THIS INCLUDES PROPER DUST

CONTROL METHODS WHERE MECHANICAL UNITS OCCUR. CONTRACTOR IS

RESPONSIBLE FOR ANY DAMAGES. REFER TO SPECIFICATIONS

G. PROTECT EXISTING LANDSCAPE, SIGNAGE, EQUIPMENT, AND ANY OTHER ADJACENT FINISHES

WHERE WORK IS TO BE PERFORMED.

H. ATTACHED DRAWINGS ARE FOR REFERENCE ONLY AND SHALL NOT BE USED FOR MEANS

OTHER THAN THE TUCK POINTING SCOPE.

I. REFER TO FLOOR PLANS FOR SENSITIVE AREAS OF CONSTRUCTION. CONTRACTOR TO

PERFORM WORK IN ACCORDANCE TO VAMC FACILITY OPERATIONS WHILE MINIMIZING PATIENT

AND STAFF DISTURBANCES TO THE GREATEST EXTENT POSSIBLE. PROVIDE PHASING PLANS

AND SCHEDULE AS REQUIRED.

J. DO NOT PERFORM WORK IN AREAS WHERE WINDOWS AND/ OR DOORS AND VENTS ARE IN OPEN

POSITION TO EXTERIOR. COORDINATE WITH PROJECT ENGINEER TO ASSURE ALL AREAS ARE

CLOSED PRIOR TO COMMENCING WORK. REFER TO SPECIFICATIONS AND ICRA REQUIREMENTS

FOR DUST CONTROL METHODS.

CONSTRUCTION LIMITS

KEY NOTE3

GRIND OUT THE LAST 12 INCHES OF MORTAR JOINT AT ALL WINDOW LINTELS AND

CAULK, TYP.

ALL DOOR OPENINGS TO HAVE STAINLESS STEEL DRIP FLASHING, REF. SHEET 0-

GI-002 DETAIL 1.

O. REMOVE AND REPLACE DAMAGED BRICK.

P. REPAIR OR REPLACE LIMESTONE SILLS.

Q. CLEAN CORRODED LINTELS TO BARE METAL, PRIME, AND PAINT.

R. CLEAN AND REPAIR WEEP HOLES.

S. USE OF POWER OPERATED ROTARY HAND SAWS AND GRINDERS IS

ACCEPTABLE WHEN THE ARCHITECT/ENGINEER'S WRITTEN ACCEPTANCE IS

OBTAINED, BASED ON SUBMISSION BY THE CONTRACTOR OF A

SATISFACTORY QUALITY CONTROL PROGRAM AND DEMONSTRATED ABILITY

OF OPERATORS TO USE TOOLS WITHOUT DAMAGING MASONRY. QUALITY

CONTROL PROGRAM SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO,

PROVISIONS FOR SUPERVISING PERFORMANCE AND PREVENTING DAMAGE

DUE TO WORKER FATIGUE.

TUCK POINT BRICK WORK ALONG ALL ENTIRE BUILDING EXTERIOR FACES AS

SPECIFIED. REFER TO SHEET NOTES, EXTERIOR ELEVATIONS, AND

SPECIFICATIONS FOR ADDITIONAL INFORMATION.

REPAIR CAULKING AND MASONRY ALONG EDGES ADJACENT TO ALL WINDOWS,

DOORS,CAPSTONES, LINTELS, SCUPPERS, LOUVERS, ETC. TYPICAL FOR ALL OF

THESE AREAS.AREA OF WORK

APPLY TO THE ENTIRE BUILDING EXTERIOR ELEMENTS4321NOTES

4-AS-203

4-AS-205

4-AS-202

4-AS-201

4-AS-2031

4-AS-204 3

N

4-AS-2012 3

4-AS-205

9201 West Broadway

Fax: 763.315.7920 Tel: 763.315.7900 Toll Free: 800.233.9513 Brooklyn Park, MN 55445

RHC CAW

on e ei gh th in ch o ne fo ot

B

C

D

E

F th re e in ch es o ne fo ot

6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s i nc h on e fo ot on e qu ar te r i nc h on e fo ot

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Drawing Title

Location

Building Number Checked

Date

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

Office of Construction and Facilities Management

Project Name

A

Department of Veterans Affairs

CONSULTANTS: ARCHITECT/ENGINEERS: Approved: Assistant Director

Approved: Service Chief

Approved: Chief, Bio-Med

Approved: Chief, IT

Approved: Chief, Safety

Approved: Chief of Staff

Approved: Service Chief

Approved: Chief, EMS

Approved: Chief, M&O

Approved: Chief

Approved: Chief, Engineering

Approved: Service Chief

Approved: Chief, Infection Control

Approved: Chief, Police

Approved: Chief

INTERIORS

Austin, Texas 78746 coxdesign@austin.rr.com

ARCHITECTURE

5121 Bee Caves Road, Suite 203

T:512 - 327 - 4149

COX DESIGN ASSOCIATES

PLANNING

F:512 - 327 - 7679

Austin

Chicago, IL 60605 345 N. Canal St. Suite 701

T:312 - 698 - 3880 F:312 - 454 - 9439

Chicago bcox@coxltd.com

STRUCTURAL | MECHANICAL | ELECTRICAL

TECHNOLOGY | MEDICAL EQUIPMENT SOLUTIONS

231 SOUTH LASALLE STREET, SUITE 600

CHICAGO, IL 60604

312.294.0501

FAX: 312.294.0003

www.kjww.com

GRAPHIC LEGEND: KEY NOTES: SHEET NOTES:

03-27-2014

4-AS-101

BUILDING 4 - SITE & GROUND LEVEL

PLAN

27 MARCH 2014

RENOVATE EXTERIOR

WALLS IN VARIOUS

BUILDINGS

CAPTAIN JAMES A LOVELL FEDERAL

HEALTH CARE CENTER

3001 GREEN BAY RD

NORTH CHICAGO, IL 60088

556-13-104

DEDUCT ALTERNATE #8

SCALE: 3/64" = 1'-0" RE:1 /0-AS-0011 BUILDING 4 - SITE PLAN

SCALE: 3/64" = 1'-0" RE:1 /0-AS-0012 BUILDING 4 - GROUND LEVEL

DN DN

A. TUCK POINTING WORK INCLUDES, PATCHING REPAIRING, REPLACING, & SEALING MASONRY

ALONG ALL EXTERIOR FACE OF BRICK WORK. SEE DRAWINGS.

B. CONTRACTOR FIELD VERIFY EXISTING CONDITIONS BUT NOT LIMITED TO STRUCTURAL,

ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, LIFE SAFETY, INFECTION CONTROL,

SECURITY, & SIMILAR AREAS THAT MAY AFFECT WORK PERFORMANCE PRIOR TO COMMENCEMENT

OF WORK.

C. WHERE BRICKS ARE IN DISREPAIR AND BROKEN; REPLACE BRICKS AND MATCH EXISTING

COLOR TO THE GREATEST EXTENT POSSIBLE.

D. MORTAR USED FOR TUCK POINTING IS TO MATCH EXISTING COLOR TO THE GREATEST

EXTENT POSSIBLE.

E. REPAIR THE CAULKING AROUND ALL DOORS, WINDOWS SCUPPERS, COPING, LOUVERS,

CAPSTONES, & LINTELS; (& ADJACENT ANGLE IRON (IF PRESENT) AND CLEAN PRIOR TO RE-

CAULKING. IF DURING THE INSPECTION, ANY OF THE ABOVE LISTED ITEMS ARE IN NEED OF

REPAIR, CONTACT THE PROJECT ENGINEER FOR DIRECTION, ENSURE PROPER BACKER ROD IS

IN PLACE PRIOR TO CAULKING.

F. CONTRACTOR TO REVIEW EXTERIOR FACE OF PARAPETS. REPAIR DAMAGED MORTAR AND /

OR METAL "DRIP / SHELF ANGLE" WHERE OCCURS.

K. REMOVE ALL VEGETATION FROM FACES OF BUILDINGS.

L. AFTER TUCK POINTING IS COMPLETE, APPLY APPROPRIATE BRICK AND MASONRY

WATERPROOFING TO ALL BUILDING EXTERIOR MASONRY AREAS WHETHER TUCKPOINTED OR

NOT ARE TO BE SEALED PROPERLY. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION..

SEE SPECIFICATIONS.

M. REPAIR DAMAGED FLOOR JOINTS WHERE CONCRETE SLAB AND BRICK WALLS MEET, PROVIDE

MOISTURE PROTECTION.

N. CONTRACTOR TO PERFORM WORK WHERE UTILITIES SYSTEMS ARE TO

REMAIN IN PLACE AND UNDISRUPTED. PROVIDE PROTECTION TO ALL

UTILITIES UPON COMMENCEMENT OF WORK. THIS INCLUDES PROPER DUST

CONTROL METHODS WHERE MECHANICAL UNITS OCCUR. CONTRACTOR IS

RESPONSIBLE FOR ANY DAMAGES. REFER TO SPECIFICATIONS

G. PROTECT EXISTING LANDSCAPE, SIGNAGE, EQUIPMENT, AND ANY OTHER ADJACENT FINISHES

WHERE WORK IS TO BE PERFORMED.

H. ATTACHED DRAWINGS ARE FOR REFERENCE ONLY AND SHALL NOT BE USED FOR MEANS

OTHER THAN THE TUCK POINTING SCOPE.

I. REFER TO FLOOR PLANS FOR SENSITIVE AREAS OF CONSTRUCTION. CONTRACTOR TO

PERFORM WORK IN ACCORDANCE TO VAMC FACILITY OPERATIONS WHILE MINIMIZING PATIENT

AND STAFF DISTURBANCES TO THE GREATEST EXTENT POSSIBLE. PROVIDE PHASING PLANS

AND SCHEDULE AS REQUIRED.

J. DO NOT PERFORM WORK IN AREAS WHERE WINDOWS AND/ OR DOORS AND VENTS ARE IN OPEN

POSITION TO EXTERIOR. COORDINATE WITH PROJECT ENGINEER TO ASSURE ALL AREAS ARE

CLOSED PRIOR TO COMMENCING WORK. REFER TO SPECIFICATIONS AND ICRA REQUIREMENTS

FOR DUST CONTROL METHODS.

CONSTRUCTION LIMITS

KEY NOTE3

GRIND OUT THE LAST 12 INCHES OF MORTAR JOINT AT ALL WINDOW LINTELS AND

CAULK, TYP.

ALL DOOR OPENINGS TO HAVE STAINLESS STEEL DRIP FLASHING, REF. SHEET 0-

GI-002 DETAIL 1.

O. REMOVE AND REPLACE DAMAGED BRICK.

P. REPAIR OR REPLACE LIMESTONE SILLS.

Q. CLEAN CORRODED LINTELS TO BARE METAL, PRIME, AND PAINT.

R. CLEAN AND REPAIR WEEP HOLES.

S. USE OF POWER OPERATED ROTARY HAND SAWS AND GRINDERS IS

ACCEPTABLE WHEN THE ARCHITECT/ENGINEER'S WRITTEN ACCEPTANCE IS

OBTAINED, BASED ON SUBMISSION BY THE CONTRACTOR OF A

SATISFACTORY QUALITY CONTROL PROGRAM AND DEMONSTRATED ABILITY

OF OPERATORS TO USE TOOLS WITHOUT DAMAGING MASONRY. QUALITY

CONTROL PROGRAM SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO,

PROVISIONS FOR SUPERVISING PERFORMANCE AND PREVENTING DAMAGE

DUE TO WORKER FATIGUE.

TUCK POINT BRICK WORK ALONG ALL ENTIRE BUILDING EXTERIOR FACES AS

SPECIFIED. REFER TO SHEET NOTES, EXTERIOR ELEVATIONS, AND

SPECIFICATIONS FOR ADDITIONAL INFORMATION.

REPAIR CAULKING AND MASONRY ALONG EDGES ADJACENT TO ALL WINDOWS,

DOORS,CAPSTONES, LINTELS, SCUPPERS, LOUVERS, ETC. TYPICAL FOR ALL OF

THESE AREAS.AREA OF WORK

APPLY TO THE ENTIRE BUILDING EXTERIOR ELEMENTS4321NOTES

4-AS-203

4-AS-205

4-AS-202

4-AS-201

4-AS-2031

4-AS-204 3

N

4-AS-2012 3

4-AS-205

4-AS-203

4-AS-205

4-AS-202

4-AS-201

4-AS-2031

4-AS-204 3

N

4-AS-2012 3

4-AS-205

9201 West Broadway

Fax: 763.315.7920 Tel: 763.315.7900 Toll Free: 800.233.9513 Brooklyn Park, MN 55445

RHC CAW

on e ei gh th in ch o ne fo ot

B

C

D

E

F th re e in ch es o ne fo ot

6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s i nc h on e fo ot on e qu ar te r i nc h on e fo ot

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Drawing Title

Location

Building Number Checked

Date

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

Office of Construction and Facilities Management

Project Name

A

Department of Veterans Affairs

CONSULTANTS: ARCHITECT/ENGINEERS: Approved: Assistant Director

Approved: Service Chief

Approved: Chief, Bio-Med

Approved: Chief, IT

Approved: Chief, Safety

Approved: Chief of Staff

Approved: Service Chief

Approved: Chief, EMS

Approved: Chief, M&O

Approved: Chief

Approved: Chief, Engineering

Approved: Service Chief

Approved: Chief, Infection Control

Approved: Chief, Police

Approved: Chief

INTERIORS

Austin, Texas 78746 coxdesign@austin.rr.com

ARCHITECTURE

5121 Bee Caves Road, Suite 203

T:512 - 327 - 4149

COX DESIGN ASSOCIATES

PLANNING

F:512 - 327 - 7679

Austin

Chicago, IL 60605 345 N. Canal St. Suite 701

T:312 - 698 - 3880 F:312 - 454 - 9439

Chicago bcox@coxltd.com

STRUCTURAL | MECHANICAL | ELECTRICAL

TECHNOLOGY | MEDICAL EQUIPMENT SOLUTIONS

231 SOUTH LASALLE STREET, SUITE 600

CHICAGO, IL 60604

312.294.0501

FAX: 312.294.0003

www.kjww.com

GRAPHIC LEGEND: KEY NOTES: SHEET NOTES:

03-27-2014

4-AS-102

BUILDING 4 - 2ND & 3RD FLOOR PLAN

27 MARCH 2014

RENOVATE EXTERIOR

WALLS IN VARIOUS

BUILDINGS

CAPTAIN JAMES A LOVELL FEDERAL

HEALTH CARE CENTER

3001 GREEN BAY RD

NORTH CHICAGO, IL 60088

556-13-104

DEDUCT ALTERNATE #8

SCALE: 3/64" = 1'-0"1 BUILDING 4 - 2ND FLOOR

SCALE: 3/64" = 1'-0"2 BUILDING 4 - 3RD FLOOR

0"

19' - 9" 36' - 1" 35' - 0" 36' - 1" 20' - 0" 56' - 1"

A. TUCK POINTING WORK INCLUDES, PATCHING REPAIRING, REPLACING, & SEALING MASONRY

ALONG ALL EXTERIOR FACE OF BRICK WORK. SEE DRAWINGS.

B. CONTRACTOR FIELD VERIFY EXISTING CONDITIONS BUT NOT LIMITED TO STRUCTURAL,

ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, LIFE SAFETY, INFECTION CONTROL,

SECURITY, & SIMILAR AREAS THAT MAY AFFECT WORK PERFORMANCE PRIOR TO COMMENCEMENT

OF WORK.

C. WHERE BRICKS ARE IN DISREPAIR AND BROKEN; REPLACE BRICKS AND MATCH EXISTING

COLOR TO THE GREATEST EXTENT POSSIBLE.

D. MORTAR USED FOR TUCK POINTING IS TO MATCH EXISTING COLOR TO THE GREATEST

EXTENT POSSIBLE.

E. REPAIR THE CAULKING AROUND ALL DOORS, WINDOWS SCUPPERS, COPING, LOUVERS,

CAPSTONES, & LINTELS; (& ADJACENT ANGLE IRON (IF PRESENT) AND CLEAN PRIOR TO RE-

CAULKING. IF DURING THE INSPECTION, ANY OF THE ABOVE LISTED ITEMS ARE IN NEED OF

REPAIR, CONTACT THE PROJECT ENGINEER FOR DIRECTION, ENSURE PROPER BACKER ROD IS

IN PLACE PRIOR TO CAULKING.

F. CONTRACTOR TO REVIEW EXTERIOR FACE OF PARAPETS. REPAIR DAMAGED MORTAR AND /

OR METAL "DRIP / SHELF ANGLE" WHERE OCCURS.

K. REMOVE ALL VEGETATION FROM FACES OF BUILDINGS.

L. AFTER TUCK POINTING IS COMPLETE, APPLY APPROPRIATE BRICK AND MASONRY

WATERPROOFING TO ALL BUILDING EXTERIOR MASONRY AREAS WHETHER TUCKPOINTED OR

NOT ARE TO BE SEALED PROPERLY. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION..

SEE SPECIFICATIONS.

M. REPAIR DAMAGED FLOOR JOINTS WHERE CONCRETE SLAB AND BRICK WALLS MEET, PROVIDE

MOISTURE PROTECTION.

N. CONTRACTOR TO PERFORM WORK WHERE UTILITIES SYSTEMS ARE TO

REMAIN IN PLACE AND UNDISRUPTED. PROVIDE PROTECTION TO ALL

UTILITIES UPON COMMENCEMENT OF WORK. THIS INCLUDES PROPER DUST

CONTROL METHODS WHERE MECHANICAL UNITS OCCUR. CONTRACTOR IS

RESPONSIBLE FOR ANY DAMAGES. REFER TO SPECIFICATIONS

G. PROTECT EXISTING LANDSCAPE, SIGNAGE, EQUIPMENT, AND ANY OTHER ADJACENT FINISHES

WHERE WORK IS TO BE PERFORMED.

H. ATTACHED DRAWINGS ARE FOR REFERENCE ONLY AND SHALL NOT BE USED FOR MEANS

OTHER THAN THE TUCK POINTING SCOPE.

I. REFER TO FLOOR PLANS FOR SENSITIVE AREAS OF CONSTRUCTION. CONTRACTOR TO

PERFORM WORK IN ACCORDANCE TO VAMC FACILITY OPERATIONS WHILE MINIMIZING PATIENT

AND STAFF DISTURBANCES TO THE GREATEST EXTENT POSSIBLE. PROVIDE PHASING PLANS

AND SCHEDULE AS REQUIRED.

J. DO NOT PERFORM WORK IN AREAS WHERE WINDOWS AND/ OR DOORS AND VENTS ARE IN OPEN

POSITION TO EXTERIOR. COORDINATE WITH PROJECT ENGINEER TO ASSURE ALL AREAS ARE

CLOSED PRIOR TO COMMENCING WORK. REFER TO SPECIFICATIONS AND ICRA REQUIREMENTS

FOR DUST CONTROL METHODS.

CONSTRUCTION LIMITS

KEY NOTE3

GRIND OUT THE LAST 12 INCHES OF MORTAR JOINT AT ALL WINDOW LINTELS AND

CAULK, TYP.

ALL DOOR OPENINGS TO HAVE STAINLESS STEEL DRIP FLASHING, REF. SHEET 0-

GI-002 DETAIL 1.

O. REMOVE AND REPLACE DAMAGED BRICK.

P. REPAIR OR REPLACE LIMESTONE SILLS.

Q. CLEAN CORRODED LINTELS TO BARE METAL, PRIME, AND PAINT.

R. CLEAN AND REPAIR WEEP HOLES.

S. USE OF POWER OPERATED ROTARY HAND SAWS AND GRINDERS IS

ACCEPTABLE WHEN THE ARCHITECT/ENGINEER'S WRITTEN ACCEPTANCE IS

OBTAINED, BASED ON SUBMISSION BY THE CONTRACTOR OF A

SATISFACTORY QUALITY CONTROL PROGRAM AND DEMONSTRATED ABILITY

OF OPERATORS TO USE TOOLS WITHOUT DAMAGING MASONRY. QUALITY

CONTROL PROGRAM SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO,

PROVISIONS FOR SUPERVISING PERFORMANCE AND PREVENTING DAMAGE

DUE TO WORKER FATIGUE.

TUCK POINT BRICK WORK ALONG ALL ENTIRE BUILDING EXTERIOR FACES AS

SPECIFIED. REFER TO SHEET NOTES, EXTERIOR ELEVATIONS, AND

SPECIFICATIONS FOR ADDITIONAL INFORMATION.

REPAIR CAULKING AND MASONRY ALONG EDGES ADJACENT TO ALL WINDOWS,

DOORS,CAPSTONES, LINTELS, SCUPPERS, LOUVERS, ETC. TYPICAL FOR ALL OF

THESE AREAS.AREA OF WORK

APPLY TO THE ENTIRE BUILDING EXTERIOR ELEMENTS4321NOTES

49' - 3" 123' - 8"

34' - 9" 52' - 8" 36' - 5" 98' - 3"

4'

5"

2'

1'

5"1'

6"

9201 West Broadway

Fax: 763.315.7920 Tel: 763.315.7900 Toll Free: 800.233.9513…