Attachment 2 - Muskogee Demo Bldgs Drawing Set Bid Docs 040424.pdf

DEMOLISH BLDGS. 6,7,8,9,10 AT MUSKOGEE VAMC

1011 HONOR HEIGHTS DR

MUSKOGEE, OK, 74401

PROJECT #623-21-101

GI-000

COVER SHEET

Project Number

Building Number

Drawing Number

DrawnCheckedIssue Date

Location

Project Title

21 3 4 5 6 7 8 9 10

21 3 4 5 6 7 8 9 10

B

A

C

D

E

F

B

A

C

D

E

F

PhaseDrawing Title

Approved: Project Director

ARCHITECT OF RECORDCONSULTANTRevisions: Date:

U.S. Department of Veterans Affairs

Construction and Facilities Management

8718 Botts Lane Phone: (210) 816-4784 San Antonio, Texas 78217 Fax: (210) 881-6808 www.hfscompany.com jbianco@hfscompany.com

623-21-101

06-JAN-2023

100% CONSTRUCTION

DOCUMENTS

DEMOLISH BLDGS. 6,7,8,9,10

AT MUSKOGEE VAMC

1011 HONOR HEIGHTS DR.

MUSKOGEE, OK 74401

nandrews Snapshot

INDEX OF DRAWINGS

CIVIL

C-003 SITE MAP

C-004 SITE DEMOLITION PLAN

C-005 SURVEY

C-100 EXISTING CONDITIONS SITE PLAN

C-101 EXISTING UTILITIES PLAN

C-102 EXISTING CONTOURS SITE PLAN

C-200 ELECTRICAL DEMOLITION PLAN

C-201 NATURAL GAS DEMOLITION PLAN

C-202 FIRE ALARM DEMOLITION

C-203 FIRE ALARM DEMOLITION

C-204 SEWER AND STORM DRAIN DEMOLITION PLAN

C-205 WATER DEMOLITION PLAN

C-206 NEW SITE PLAN

C-300 FINAL GRADING PLAN

C-301 EROSION CONTROL PLAN

C-500 CIVIL SITE DETAILS

C-501 DETAILS - EROSION CONTROL

HAZMAT

HA101 BUILDING 6 - BASEMENT & 1ST FLOOR - HAZARDOUS MATERIALS ASBESTOS

HA102 BUILDING 7 - BASEMENT & 1ST FLOOR - HAZARDOUS MATERIALS ASBESTOS

HA103 BUILDING 8 - BASEMENT & 1ST FLOOR - HAZARDOUS MATERIALS ASBESTOS

HA104 BUILDING 9 - BASEMENT & 1ST FLOOR - HAZARDOUS MATERIALS ASBESTOS

HA105 BUILDING 10 - BASEMENT & 1ST FLOOR - HAZARDOUS MATERIALS ASBESTOS

HL101 BUILDING 6 - BASEMENT & 1ST FLOOR - HAZARDOUS MATERIALS LEAD-BASED PAINT

HL102 BUILDING 7 - BASEMENT & 1ST FLOOR - HAZARDOUS MATERIALS LEAD-BASED PAINT

HL103 BUILDING 8 - BASEMENT & 1ST FLOOR - HAZARDOUS MATERIALS LEAD-BASED PAINT

HL104 BUILDING 9 - BASEMENT & 1ST FLOOR - HAZARDOUS MATERIALS LEAD-BASED PAINT

HL105 BUILDING 10 - BASEMENT & 1ST FLOOR - HAZARDOUS MATERIALS LEAD-BASED PAINT

GI-010

INDEX OF SHEETS

Project Number

Building Number

Drawing Number

DrawnCheckedIssue Date

Location

Project Title

21 3 4 5 6 7 8 9 10

21 3 4 5 6 7 8 9 10

B

A

C

D

E

F

B

A

C

D

E

F

PhaseDrawing Title

Approved: Project Director

ARCHITECT OF RECORDCONSULTANTRevisions: Date:

U.S. Department of Veterans Affairs

Construction and Facilities Management

8718 Botts Lane Phone: (210) 816-4784 San Antonio, Texas 78217 Fax: (210) 881-6808 www.hfscompany.com jbianco@hfscompany.com

623-21-101

06-JAN-2023

100% CONSTRUCTION

DOCUMENTS

DEMOLISH BLDGS. 6,7,8,9,10

AT MUSKOGEE VAMC

GENERAL

GI-000 COVER SHEET

GI-010 INDEX OF SHEETS

GI-020 ACCESSIBILITY STANDARDS

GI-030 ABBREVIATIONS

DISCIPLINE REFERENCES

DRAWING FOR THE FOLLOWING DISCIPLINES ARE

CONTAINED IN THE DOCUMENT. THE DISCIPLINES ARE

IDENTIFIED BY THE REFERENCE WHICH IS INCORPORATED

INTO THE SHEET TITLE.

G GENERAL INFORMATION

H HAZARDOUS

V SURVEY/MAPPING

B GEOTECHNICAL

W CIVIL WORKS

C CIVIL

L LANDSCAPE

S STRUCTURAL

A ARCHITECTURAL

I INTERIORS

Q EQUIPMENT

F FIRE PROTECTION

P PLUMBING

D PROCESS

M MECHANICAL

E ELECTRICAL

T TELECOMM

SHEET NUMBER

AD-100-1.B

DISCIPLINE

SHEET NUMBER

BUILDING

FLOOR

BUILDING

NUMBER

DRAWING NUMBERING

1 BUILDING SECTION

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

EACH DRAWING IS NUMBERED ACCORDING TO IT'S

LOCATION ON THE SHEET. THE DRAWING TITLE APPEARS

ABOVE THE DEMARCATION LINE AND THE APPROPRIATE

SCALE IS LOCATED BELOW THE DEMARCATION LINE.

DRAWING REFERENCE

1/AS-101

SHEET NUMBERDRAWING NUMBER

ON SHEET BY

LOCATION

ARCHITECTURAL SYMBOLS

℄ CENTER LINE

ELEVATION INDICATORXXX.XX'

CENTER LINE INDICATOR

DEMOLITION LINE

EXISTING TO REMAIN LINE

FEATURES ABOVE LINE INDICATOR

CONSTRUCTION LIMITS

BREAK, ROUND (USER DEFINES SIZE)

BREAK, STRAIGHT (SEE SECTION

INDICATORS, BUILDING BREAK

STANDARDS)

DIMENSION LINE

X'-X"

1/AS-101 INTERIOR ELEVATION

P-1

WALL OR PARTITION TYPE

ROOM NAME

ROOM NAME

ROOM NAME AND NUMBER

A

COLUMN GRID

22 KEYED NOTE

N

NORTH ARROW

REVISIONS

EXTENT OF

CURRENT

REVISION

REVISION

NUMBER

REFER TO REVISION HISTORY ON TITLE BLOCK OF EACH

SHEET.

1/AS-101

DETAIL INDICATOR

1/AS-101 BUILDING SECTION INDICATOR

101 DOOR NUMBER

A WINDOW INDICATOR

GENERAL NOTES

1. UNLESS NOTED AS EXISTING, ALL MATERIALS, EQUIPMENT,

MANUFACTURED ITEMS AND ASSEMBLIES INCORPORATED

INTO THE WORK SHALL BE NEW.

2. 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.

3. NOTATIONS FOR ITEMS OF WORK APPLY TO EACH

GRAPHICAL INDICATION SHOWN ON THE DRAWINGS,

WHETHER OR NOT NOTED.

4. ALL ITEMS NOTED TO HAVE PAINT FINISH SHALL BE

CLEANED AND PREPARED IN ACCORDANCE WITH THE

SPECIFICATIONS PRIOR TO THE APPLICATION OF PRIMER

AND PAINT.

5. THE CONTRACTOR SHALL FAMILIARIZE THEMSELF WITH

THE ARCHITECTURAL, STRUCTURAL, MECHANICAL,

ELECTRICAL, PLUMBING, TECHNOLOGY, ETC. WORK

SCOPE AND SATISFY THAT ALL REQUIREMENTS FOR

SUPPORT, FLOOR, WALL AND ROOF OPENINGS, FLASHINGS

AND CURBS, ETC. ARE IMPLEMENTED. THE ARCHITECT

SHALL BE NOTIFIED OF CONFLICTS OR DISCREPANCIES

PRIOR TO COMMENCEMENT OF CONSTRUCTION.

6. CONTRACTOR TO REPLACE AND ACCURATELY LOCATE

ALL EXISTING SIGNAGE AND LABELS NOTING RATED WALL

ASSEMBLIES AND SMOKE PARTITIONS.

7. THE GENERAL CONTRACTOR SHALL VISIT THE SITE,

VERIFY FIELD CONDITIONS AND COMPARE SUCH FIELD

CONDITIONS AND OTHER INFORMATION KNOWN TO THE

CONTRACTOR WITH CONTRACT DOCUMENTS.

8. 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 CONTACT THE CONTRACT OFFICER

FOR CLARIFICATION BEFORE PROCEEDING OR

CONTINUING WITH THAT PORTION OF THE WORK OR ANY

PORTION RELATED THERE TO.

9. ALL WORK SHALL CONFORM TO MOST CURRENT VERSION

OF APPLICABLE CODES AND STANDARDS INCLUDING THE

INTERNATIONAL BUILDING CODE, VA MASTER

SPECIFICATIONS, AND LATEST ADOPTED NFPA.

10. 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.

11. WHEN UNANTICIPATED ARCHITECTURAL, STRUCTURAL,

MECHANICAL, ELECTRICAL, PLUMBING, TECHNOLOGY, ETC.

ELEMENTS CONFLICTING WITH THE INTENDED FUNCTION

OR DESIGN ARE ENCOUNTERED, INVESTIGATE AND

MEASURE THE CONFLICTS NATURE AND EXTENT. SUBMIT

A WRITTEN REPORT TO THE CONTRACT OFFICER.

12. WHERE MOUNTING HEIGHTS ARE NOT INDICATED, INSTALL

COMPONENTS USING MANUFACTURER'S OR INDUSTRY

STANDARDS. WHERE STANDARDS DO NOT EXIST, NOTIFY

THE ARCHITECT FOR CLARIFICATION.

13. CONTRACTOR SHALL NOT BARRICADE/BARRIER

EMERGENCY EGRESS TO OR FROM THIS AREA.

CONTRACTOR SHALL MAINTAIN EXIT TO EXTERIOR DURING

THE WORK PROGRESS.

14. PROVIDE ACCESS TO THE WORK AS DIRECTED BY THE

CONTRACTING OFFICER REPRESENTATIVE. SECURE

ACCESS POINT AS SPECIFIED AND DIRECTED BY THE

CONTRACTING OFFICER REPRESENTATIVE PROJECT

ENGINEER. PROVIDE WALK-OFF MATS TO MEET FACILITY

INFECTION CONTROL GUIDELINES AT EACH REQUIRED

ACCESS POINT.

15. 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 CONTRACTING

OFFICER REPRESENTATIVE. ITEMS MAY INCLUDE: DOOR

STOPS, HAND SANITIZER DISPENSERS, FIRE STROBES,

SWITCHES, ELECTRIC COVER PLATES, FIRE ALARM PULL

BOXES, ELECTRIC OUTLETS, SIGNAGE, BULLETIN BOARDS,

MILLWORK, CARD READERS, CLOCK, DATA OUTLET, PUSH

BUTTON, FIRE CONTROL BOX, PHONE, ETC.

16. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR

LEGAL DISPOSAL OF ALL DEBRIS.

17. OWNER SHALL HAVE THE RIGHT OF FIRST REFUSAL ON

ITEMS INDICATED TO BE SALVAGED.

18. EXISTING SPRAYED-ON FIREPROOFING SHALL BE

MAINTAINED THROUGH THE DURATION OF CONSTRUCTION

ACTIVITIES AND THE CONTRACTOR SHALL REPAIR ANY

COMPROMISE OF EXISTING FIREPROOFING.

19. BUILDINGS WILL BE OCCUPIED AT ALL TIMES THROUGH

THE DURATION OF CONSTRUCTION.

DIMENSIONING CONVENTIONS

1. EXCEPT WHERE DIRECTED TO PLACE WORK ITEMS AT THE

"APPROXIMATE LOCATION SHOWN." DO NOT SCALE

DRAWINGS FOR DIMENSIONAL INFORMATION.

2. ALL ELEMENTS OF THE DOCUMENTS MAY NOT BE DRAWN

TO EXACT SCALE. DIMENSIONS REQUESTED ARE SHOWN

(OR DERIVED FROM THOSE SHOWN OR NOTED) ON FLOOR

PLANS, DETAIL PLANS, ELEVATIONS, SECTIONS,

SCHEDULES, CONFIGURATION DETAILS, AND

SPECIFICATIONS. SEE THE NOTES BELOW AND SYMBOLS

FOR DIMENSIONING CONVENTIONS.

3. EXCEPT WHERE SPECIFICALLY NOTED TO THE CONTRARY,

ALL DIMENSIONS SHOWN ON THE ARCHITECTURAL

DRAWINGS CONFORM TO THE FOLLOWING CONVENTIONS.

A. MEASURED FROM FACE OF PARTITION ASSEMBLY:

• FACE OF PARTITION ASSEMBLY (EXCLUSIVE OF

APPLIED FINISHES HAVING THICKNESS WHICH MAY BE

ADDED TO SUCH WALL) AS DEFINED BY THE PARTITION

SCHEDULE. UNLESS NOTED AS "FACE OF FINISH" OR

"CLEAR" DIMENSION, DIMENSIONS ARE NOT

MEASURED TO THE FACE OF APPLIED FINISH BUT

RATHER TO THE FACE OF CORE STRUCTURE (STUD,

CMU, ETC.). REFER TO EACH PARTITION TYPES

THICKNESS.

B. DIMENSIONS UTILIZING "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 EACH PARTITION TYPES

THICKNESS.

• CENTERLINE OF DOOR, WINDOW, OR LOUVER

OPENING.

• CENTERLINE OF OTHER FEATURES AS INDICATED.

C. WHERE "EQUAL" DIMENSIONS USED ON REFLECTED

CEILING PLANS TO LOCATE CEILING GRID WORK

POINTS, MEASURE DIMENSIONS TO:

• EDGE OF INDICATED CEILING AT THE FACE OF THE

ADJACENT APPLIED FINISH MEASURED AT THE

CEILING PLANE.

• CAUTION: DUE TO THE POSSIBLE APPLICATION OF

APPLIED FINISHES - THICKNESS WHICH MAY VARY

BETWEEN FLOOR AND CEILING AND NOT ACCOUNTED

FOR (EXCEPT AS INDICATED BY "FACE OF FINISH" OR

"CLEAR") BY THE DIMENSION SHOWN ON FLOOR PLANS -

THE CONTRACTOR MUST ADJUST THE FLOOR PLAN

DIMENSIONS TO REFLECT ACTUAL DIMENSIONS FOUND

AT THE CEILING PLANE.

4. WHERE WALLS AND/OR PARTITIONS OF UNEQUAL

THICKNESS ABUT, ALIGN EXPOSED FACES, UNLESS

OTHERWISE NOTED.

ALIGN

DIMENSION,

WHEN OCCURS

5. WHERE OPENINGS IN WALLS (INTERIOR WINDOWS OR

DOORS) ARE NOT DIMENSIONED BUT SHOWN AS BEING

CENTERED IN A GIVEN WALL SURFACE. LOCATE OPENINGS

AS GRAPHICALLY REPRESENTED.

MATERIAL GRAPHICS

CONCRETE

EARTH

BASE COURSE

BATT INSULATION

RIGID INSULATION

LOCATION MAP

LOCATION MAP

N

PHASING PLAN

CODES:

2018 IBC OR LATER VERSION

OCCUPANCY:

GROUP '?' CONDITION ?

TYPE OF CONSTRUCTION:

<TYPE>

PROJECT AREA:

<AREA>

DESIGN MANUALS:

- PG-18-1 MASTER CONSTRUCTION SPECIFICATIONS

- PG-18-3 DESIGN AND CONSTRUCTION PROCEDURES

- PG-18-5 EQUIPMENT LIST GUIDES

- PG-18-8 SEISMIC DESIGN HANDBOOK

- PG-10-10 DESIGN MANUALS

- VA ARCHITECTURAL DESIGN MANUAL

- VA MECHANICAL DESIGN MANUAL

- VA ELECTRICAL DESIGN MANUAL

- VA PLUMBING DESIGN MANUAL

- VA FIRE PROTECTION DESIGN MANUAL

APPLICABLE CODES AND REGULATIONS:

ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CURREENT APPLICABLE

CODES AND STANDARDS.

IN ADDITION TO ALL DEPARTMENT OF VETERANS AFFAIRS, LOCAL, AND STATE CODES,

ALL WORK SHALL COMPLY WITH THE ACCESSIBILITY REQUIREMENTS OF THE STATE

OF <STATE> AND THE DEPARTMENT OF VETERANS AFFAIRS GUIDELINES, ABA

(ARCHITECTURAL BARRIERS ACT) ACCESSIBILITY STANDARD FOR FEDERAL

FACILITIES.

APPLICABLE CODES AND STANDARDS (LATEST EDITIONS) INCLUDE:

- ADA ACCESSIBILITY STANDARDS

- NFPA 101, "LIFE SAFETY CODE"

- NFPA 10, "PORTABLE FIRE EXTINGUISHERS"

- NFPA 13, "INSTALLATION OF SPRINKLER SYSTEMS"

- NFPA 70, "NATIONAL ELECTRICAL CODE (NEC)"

- NFPA 72, "NATIONAL FIRE ALARM CODE"

- NFPA 90A, "INSTALLATION OF AIR CONDITIONING AND VENTILATION

SYSTEMS"

- NFPA 99, "INSTALLATION FOR HEALTH CARE FACILITIES"

- NFPA 220, "TYPES OF BUILDING CONSTRUCTION"

- NFPA 241, "STANDARD FOR SAFEGUARDING CONSTRUCTION,

ALTERNATION, AND DEMOLITION OPERATIONS"

- INTERNATIONAL BUILDING CODE (IBC)

- INTERNATIONAL MECHANICAL CODE (IMC)

- INTERNATIONAL PLUMBING CODE (IPC)

- INTERNATIONAL ENERGY CONSERVATION CODE

GI-020

GENERAL INFORMATION,

SYMBOLS, & LOCATION MAP

Project Number

Building Number

Drawing Number

DrawnCheckedIssue Date

Location

Project Title

21 3 4 5 6 7 8 9 10

21 3 4 5 6 7 8 9 10

B

A

C

D

E

F

B

A

C

D

E

F

PhaseDrawing Title

Approved: Project Director

ARCHITECT OF RECORDCONSULTANTRevisions: Date:

U.S. Department of Veterans Affairs

Construction and Facilities Management

8718 Botts Lane Phone: (210) 816-4784 San Antonio, Texas 78217 Fax: (210) 881-6808 www.hfscompany.com jbianco@hfscompany.com

623-21-101

06-JAN-2023

100% CONSTRUCTION

DOCUMENTS

DEMOLISH BLDGS. 6,7,8,9,10

AT MUSKOGEE VAMC

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

ACM ASBESTOS CONTAINING

MATERIAL

ACP ACRYLIC GLAZING

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 ANODIZED

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

ARCHITECTURAL ABBREVIATIONS

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

COR CONTRACTING OFFICER'S

REPRESENTATIVE

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 DRINKING FOUNTAIN

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

MOMOMER

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 BIB

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 MEMBRAME

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 RATION

LIB LIBRARY

LIN LINEAR

LINO LINOLEUM

LIQ LIQUID

LKR LOCKER

LKR RM LOCKER ROOM

LKWASH LOCKERWASHER

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 INSULATION

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 REDCTION 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 ADMINISTRATION

OUT OUTLET

OZ OUNCE

PAR PARALLEL OR PARAPET

PARA PARAGRAPH

PART PARTIAL

PAT PATTERN

PB PUSH BUTTON

PBD PARTICLE BOARD

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 SUPPY

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 OR

TRAFFIC CONTROL PLAN

TD TOWEL DISPENSOR

TECH TECHNICAL

TEL TELEPHONE

TEMP TEMPERATURE OR

TEMPORARY

TER TERRAZZO

THD THREAD

THERM THERMAL

THK THICKNESS

THRES THRESHOLD

THRU THROUGH

THRUOUT THROUGHOUT

TK BD TACKBOARD

TMPD TEMPERED

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TO TOP OF ___

TO FDN TOP OF FOUNDATION

TOB TOP OF BEAM

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOS TOP OF STEEL

TOW TOP OF WALL

TPD TOILET PAPER DISPENSER

TPH TOILET PAPER HOLDER

TR TOWEL RACK

TRANS TRANSOM

TRANS WD FIN TRANSPARENT WOOD

FINISH

TRTD TREATED

TS TENSILE STRENGTH OR

TUBE STEEL

TSTAT THERMOSTAT

TV TELEVISION

TYP TYPICAL

U HEAT TRANSFER

COEFFICIENT

UC UNDERCUT

UCD UNDERCUT DOOR

UGND UNDERGROUND

UL UNDERWRITERS

LABORATORIES

ULT ULTIMATE

UNFIN UNFINISH

UNO UNLESS NOTED OTHERWISE

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 VICINTY

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

WPR WALL PROTECTION/RAILING

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

GI-030

ARCHITECTURAL

ABBREVIATIONS

Project Number

Building Number

Drawing Number

DrawnCheckedIssue Date

Location

Project Title

21 3 4 5 6 7 8 9 10

21 3 4 5 6 7 8 9 10

B

A

C

D

E

F

B

A

C

D

E

F

PhaseDrawing Title

Approved: Project Director

ARCHITECT OF RECORDCONSULTANTRevisions: Date:

U.S. Department of Veterans Affairs

Construction and Facilities Management

8718 Botts Lane Phone: (210) 816-4784 San Antonio, Texas 78217 Fax: (210) 881-6808 www.hfscompany.com jbianco@hfscompany.com

623-21-101

06-JAN-2023

100% CONSTRUCTION

DOCUMENTS

DEMOLISH BLDGS. 6,7,8,9,10

AT MUSKOGEE VAMC

1 SITE MAP

SCALE: 1' = 40'-0"

N 0 50' 100' 200'

WORK AREA

23 49

18 38

1A

1B

1E

1C

No Parking

NO PARKING

No Parking

Stair Case

T

BLOCK

DO NOT

DOORS

Project Number

Building Number

Drawing Number

DrawnCheckedIssue Date

Location

Project Title

21 3 4 5 6 7 8 9 10

21 3 4 5 6 7 8 9 10

B

A

C

D

E

F

B

A

C

D

E

F

PhaseDrawing Title

Approved: Project Director

ARCHITECT OF RECORDCONSULTANTRevisions: Date:

U.S. Department of Veterans Affairs

Construction and Facilities Management

8718 Botts Lane Phone: (210) 816-4784 San Antonio, Texas 78217 Fax: (210) 881-6808 www.hfscompany.com jbianco@hfscompany.com

623-21-101

06-JAN-2023

100% CONSTRUCTION

DOCUMENTS

DEMOLISH BLDGS. 6,7,8,9,10

AT MUSKOGEE VAMC

C-003

SITE MAP

RMJr, HRR

NJA

AutoCAD SHX Text

UNIT

AutoCAD SHX Text

HONOR

AutoCAD SHX Text

HEIGHTS

AutoCAD SHX Text

DRIVE

AutoCAD SHX Text

PARK DRIVE

AutoCAD SHX Text

LP

AutoCAD SHX Text

LP

AutoCAD SHX Text

LP

AutoCAD SHX Text

LP

AutoCAD SHX Text

BUFFALO DRIVE

AutoCAD SHX Text

BLDG 10

AutoCAD SHX Text

BLDG 9

AutoCAD SHX Text

BLDG 7

AutoCAD SHX Text

BLDG 6

AutoCAD SHX Text

HONOR HEIGHTS DRIVE

AutoCAD SHX Text

CONCRETE SWALE

AutoCAD SHX Text

SIDEWALK

STORM

SHELTER

TO REMAIN

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F F

F F

F F

F F

F F

F F F F F

F

F

F F

F F

F F

F F

F F

F

F F

F F

F F

F F

F F

F F

F F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

WORK AREA BOUNDARY

W

ORK AREA BOUNDARY

W O

R K

AR

EA

B O

U N

D

AR

Y

WORK AREA BOUNDARY

KEYED NOTES:

1. DEMO BUILDING. REMOVE AND DISPOSE OF BUILDING, INCLUDING

ALL UTILITIES, FOUNDATION, ETC.

2. DEMO SIDEWALK

3. DEMO DRIVEWAYS

4. DEMO ALL CURBING EAST SIDE OF THE BUILDINGS AND IN FRONT OF

BUILDINGS.

5. STONE RETAINING WALL TO BE DEMOLISHED.

6. REMOVE STAIRS

7. DEMO EXISTING PAVEMENT

8. STORM SHELTER, SIDEWALK, RAMP TO REMAIN

9. EXISTING FIRE HYDRANTS AND POST INDICATOR VALVES TO

REMAIN. REPLACE BOLLARDS WITH NEW ONES PER DETAIL.

10. LIGHTS REMAIN.

11. STONE WALL AND CONDUIT TO POWERLINES REMAIN.

12. SAWCUT NEAT LINE AT EDGE OF PAVEMENT.

GENERAL NOTES:

1. INSTALL TEMPORARY CONSTRUCTION FENCE AROUND SITE. SEE

DETAILS.

2. PROVIDE SIGNAGE FOR TRAFFIC CONTROL AND PEDESTRIAN

TRAFFIC FROOM PARKING LOTS TO MATCH HOSPITAL BUILDING.

3. SITE DUMPSTERS MUST REMAIN COVERED

4. CONTRACTOR TO PROVIDE AND MAINTAIN SWPPP THROUGHOUT

CONSTRUCTION. PER CITY, STATE, AND EPA.

5. CONTRACTOR IS RESPONSIBLE FOR ALLL CITY PERMITS AND TRAFFIC

CONTROL REQUIRED.

6. COORDINATE UTILITY OUTAGES AND SERVICE LINE CAPPING WITH

CITY OR UTILITY AFFECTED.

7. DEMO BUILDINGS IN ORDER IF DESIRED BY VA. ORDER FIRST TO

LAST SHALL BE #10, #9, #6, #7, #8

1 SITE DEMO PLAN

SCALE: 1' = 10'-0"

N 0 25' 50' 100'

Project Number

Building Number

Drawing Number

DrawnCheckedIssue Date

Location

Project Title

21 3 4 5 6 7 8 9 10

21 3 4 5 6 7 8 9 10

B

A

C

D

E

F

B

A

C

D

E

F

PhaseDrawing Title

Approved: Project Director

ARCHITECT OF RECORDCONSULTANTRevisions: Date:

U.S. Department of Veterans Affairs

Construction and Facilities Management

8718 Botts Lane Phone: (210) 816-4784 San Antonio, Texas 78217 Fax: (210) 881-6808 www.hfscompany.com jbianco@hfscompany.com

623-21-101

06-JAN-2023

100% CONSTRUCTION

DOCUMENTS

DEMOLISH BLDGS. 6,7,8,9,10

AT MUSKOGEE VAMC

C-004

SITE DEMOLITION PLAN

RMJr, HRR

NJA

AutoCAD SHX Text

UNIT

AutoCAD SHX Text

HONOR

AutoCAD SHX Text

HEIGHTS

AutoCAD SHX Text

DRIVE

AutoCAD SHX Text

CONCRETE SWALE

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

WM

AutoCAD SHX Text

WM

AutoCAD SHX Text

ICV

AutoCAD SHX Text

GV

AutoCAD SHX Text

WM

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text P

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text S

THIS DOCUMENT IS PRELIMINARY IN

NATURE AND IS NOT A FINAL, SIGNED

AND SEALED DOCUMENT.

C-005

SURVEY

NJA

Project Number

Building Number

Drawing Number

DrawnCheckedIssue Date

Location

Project Title

21 3 4 5 6 7 8 9 10

21 3 4 5 6 7 8 9 10

B

A

C

D

E

F

B

A

C

D

E

F

PhaseDrawing Title

Approved: Project Director

ARCHITECT OF RECORDCONSULTANTRevisions: Date:

U.S. Department of Veterans Affairs

Construction and Facilities Management

8718 Botts Lane Phone: (210) 816-4784 San Antonio, Texas 78217 Fax: (210) 881-6808 www.hfscompany.com jbianco@hfscompany.com

623-21-101

06-JAN-2023

100% CONSTRUCTION

DOCUMENTS

DEMOLISH BLDGS. 6,7,8,9,10

AT MUSKOGEE VAMC

AutoCAD SHX Text

GV

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

- LEGEND -

AutoCAD SHX Text

LIGHT POLE

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POWER POLE

AutoCAD SHX Text

STORM LINE

AutoCAD SHX Text

ST

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WM

AutoCAD SHX Text

WATER METER

AutoCAD SHX Text

WATER VALVE

AutoCAD SHX Text

WV

AutoCAD SHX Text

GAS VALVE

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

= RIP-RAP

AutoCAD SHX Text

IRON PIN

AutoCAD SHX Text

ANCHOR

AutoCAD SHX Text

= BUILDING

AutoCAD SHX Text

= TREE

AutoCAD SHX Text

DRAIN PIPE 697.01

AutoCAD SHX Text

DRAIN PIPE 692.96

AutoCAD SHX Text

STUB ELEV.706.56

AutoCAD SHX Text

STUB ELEV.705.92

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

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WM

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CONTROL POINT SET MAG NAIL N288489.8290 E2735971.5700 ELEV. 704.86

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CONTROL POINT SET MAG NAIL N288421.3910 E2735985.6600 ELEV. 703.82

AutoCAD SHX Text

DRAIN PIPE 692.96

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CONTROL POINT SET MAG NAIL N288343.4600 E2735980.5200 ELEV. 704.48

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FOUND BRASS CAP ELEV. 715.96

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FOUND CHISELED "X"

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FF=703.94

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FF=704.92

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FF=706.06

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PARKING ASPHALT

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WATER METER

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FIRE HYDRANT

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BUS STOP

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COMM. BOX

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CONCRETE

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SIDEWALK

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CONCRETE

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STAIRS

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STAIRS

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CONCRETE

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STAIRS

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SPOT ELEV. 704.5

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SPOT ELEV. 706.1

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SPOT ELEV. 714.5

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SPOT ELEV. 707.5

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POWER POLE W/ANCHORS

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POWER POLE W/ANCHORS

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LIGHT POLE

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STAIRS

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24" CNC PIPE FL=635.8

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BEAVER SLIDE

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BEAVER SLIDE

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BEAVER SLIDE

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BEAVER SLIDE

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GAS VALVE

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TELEPHONE PEDESTAL

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PED

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GV

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BUFFALO DRIVE

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ROCK WALL

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ROCK WALL

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WM

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WV

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WM

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ICV

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GV

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WM

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PIPE

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GAS

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BUILDING 10

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BUILDING 9

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BUILDING 8

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BUILDING 7

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BUILDING 6

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STORM SHELTER

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FF=706.71

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FF=706.76

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CPU FILE

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BOOK NO.

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SURVEYED BY

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CHCK'D BY

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DRAWN BY

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DATE

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SCALE

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WO.NO.

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BY

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REVISION

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NO

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DATE

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SHEET TITLE

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PREPARED FOR

AutoCAD SHX Text 600 Emporia St., Ste."C"

AutoCAD SHX Text Muskogee, Oklahoma 74401

AutoCAD SHX Text Heartland Surveying &

AutoCAD SHX Text Mapping, PLLC

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(918) 682-7796

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CA #4849

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DATE OF LAST SITE VISIT:

AutoCAD SHX Text 7/19/23

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AM

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TR

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RT-TT

AutoCAD SHX Text 1"=30'

AutoCAD SHX Text 11374

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HFS COMPANY

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TOPO MUSKOGEE V.A. HOSPITAL

AutoCAD SHX Text 6/23/23

AutoCAD SHX Text I, Tony Robison, certify that this project was completed under my direct and responsible charge from an actual survey made under my supervision; that this ground survey was performed at the 95 percent confidence level to meet Federal Geographic Data Committee Standards; that this survey was performed to meet the requirements for a topographic/planimetric survey and meets the Oklahoma Minimum Technical Standards for the practice of land surveying as adopted by the Oklahoma State Board of Licensure for Professional Engineers and Land Surveyors. The original data was obtained on 11/20/2013 and additional topo added on 6/23/2023; that the survey was completed on 6/23/2023; that all coordinates are based on NAD 83(93) Oklahoma State Plane and all elevations are based on NAVD 88.

AutoCAD SHX Text

TOPO CERTIFICATION

AutoCAD SHX Text l, Tony Robison, certify that this horizontal/vertical control survey was completed under my direct and responsible charge from an actual survey made under my supervision and meets the Oklahoma Minimum Standards for the Practice of Land Surveying as adopted by the Oklahoma State Board of Licensure for Professional Engineers and Land Surveyors. Control Notes: 1. All horizontal coordinate values shown are U.S. Survey feet and all All horizontal coordinate values shown are U.S. Survey feet and all vertical elevation values are shown in feet. 2. Control points were established by 20 minute RTK GPS shots utilizing Control points were established by 20 minute RTK GPS shots utilizing network with a TSC2 Trimble controller and R8 GPS units on 11/20/2013.

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CONTROL SURVEY CERTIFICATION

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AutoCAD SHX Text

SCALE IN FEET

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1 SITE CONDITIONS & WORK AREA PLAN

SCALE: 1' = 20'-0"

N 0 25' 50' 100' 200'

2 TYPICAL EAST VIEW BLDGS.

SCALE: NONE 3 TYPICAL VIEW OF SIDEWALK BETWEEN BLDGS.

SCALE: NONE

4 VIEW OF S.E. CORNER OF BLDG. 10

SCALE: NONE

10 TYPICAL VIEW OF STAIRS ON SOUTH OF BLDGS.

SCALE: NONE

6 VIEW OF FLATWORK WEST OF BLDGS.

SCALE: NONE 7 VIEW OF AREAS IN FRONT OF BLDGS.

SCALE: NONE

12 GENERATOR & FIRE ALARM PANELSTO BE SALVAGED

SCALE: NONE

8 VIEW OF STAIRS, WALL, AND SIDEWALK

SCALE: NONE 9 TYPICAL BASEMENT VIEW

SCALE: NONE

11 TYPICAL BASEMENT VIEW OF FURNACE

SCALE: NONE

9 VIEW OF GENERATOR WIRING PANEL

SCALE: NONE

13 VIEW OF GENERATOR (NOT IN SCOPE)

SCALE: NONE

5 VIEW OF SOUTHERN RETAINING WALL

SCALE: NONE

WORK AREA BOUNDARY

W

ORK AREA BOUNDARY

W O

R K

AR

EA

B O

U N

D

AR

Y

WORK AREA BOUNDARY

STORM

SHELTER

TO REMAIN

Project Number

Building Number

Drawing Number

DrawnCheckedIssue Date

Location

Project Title

21 3 4 5 6 7 8 9 10

21 3 4 5 6 7 8 9 10

B

A

C

D

E

F

B

A

C

D

E

F

PhaseDrawing Title

Approved: Project Director

ARCHITECT OF RECORDCONSULTANTRevisions: Date:

U.S. Department of Veterans Affairs

Construction and Facilities Management

8718 Botts Lane Phone: (210) 816-4784 San Antonio, Texas 78217 Fax: (210) 881-6808 www.hfscompany.com jbianco@hfscompany.com

623-21-101

06-JAN-2023

100% CONSTRUCTION

DOCUMENTS

DEMOLISH BLDGS. 6,7,8,9,10

AT MUSKOGEE VAMC

C-100

EXISTING CONDITIONS

SITE PLAN

RMJr, HRR

NJA

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UNIT

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HONOR

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BLDG 10

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BLDG 9

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BLDG 8

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BLDG 7

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BLDG 6

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CONCRETE SWALE

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UGE

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1 EXISTING UTILITIES SITE PLAN

SCALE: 1' = 10'-0"

GENERAL NOTES:

1. CONTRACTOR TO PHASE DEMOLITION WORK PER PROJECT

REQUIREMENTS AND COR DIRECTION IF ALL BUILDINGS ARE

NOT REMOVED AT THE SAME TIME. IF PHASED, MAINTAIN

POWER, DATA, WATER, SEWER, GAS, AND FIRE ALARMS TO

REMAINING BUILDINGS AT ALL TIMES.

2. REMOVE GAS LINES TO SOURCE. DO NOT ABANDON IN

PLACE. COORDINATE WITH COR.

3. INFORMATION SHOWN TO THE BEST AVAILABLE ACCURACY.

DATA OBTAINED FROM THE GOVERNMENT AND OTHER

AVAILABLE SOURCES. CONTRACTOR IS RESPONSIBLE FOR

VERIFYING FIELD LOCATION OF UTILITIES AND CONDITIONS,

AND COORDINATION WITH SERVICE PROVIDERS.

4. CONTRACTOR TO PERFORM TOPOGRAPHIC SURVEY AND

HORIZONTALLY AND VERTICALLY LOCATE REMAINING

UTILITIES, JUNCTION BOXES, VAULTS, VALVES, ETC ONCE

CONSTRUCTION IS COMPLETED.

5. CONTRACTOR TO MAINTAIN EXISTING TREES IN FRONT OF

BUILDINGS ALONG STREET. DO NOT DISTURB ROOTS

WHEREVER POSSIBLE.

6. EXISTING IRRIGATION LINES ARE NOT IN USE.

7. SOME UTILITY PATHS ARE UNKNOWN AND WERE NOT

MARKED BY LOCATERS. CONTRACTOR TO PROVIDE OKIE 811

AND CONSULT WITH VA SHOPS FOR ACTIVE LINES.

N 0 25' 50' 100'

Project Number

Building Number

Drawing Number

DrawnCheckedIssue Date

Location

Project Title

21 3 4 5 6 7 8 9 10

21 3 4 5 6 7 8 9 10

B

A

C

D

E

F

B

A

C

D

E

F

PhaseDrawing Title

Approved: Project Director

ARCHITECT OF RECORDCONSULTANTRevisions: Date:

U.S. Department of Veterans Affairs

Construction and Facilities Management

8718 Botts Lane Phone: (210) 816-4784 San Antonio, Texas 78217 Fax: (210) 881-6808 www.hfscompany.com jbianco@hfscompany.com

623-21-101

06-JAN-2023

100% CONSTRUCTION

DOCUMENTS

DEMOLISH BLDGS. 6,7,8,9,10

AT MUSKOGEE VAMC

C-101

EXISTING UTILITIES

SITE PLAN

RMJr,HRR

NJA

AutoCAD SHX Text 30"x48" FOC VAULT

AutoCAD SHX Text

TPED

AutoCAD SHX Text

UNIT

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HONOR

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HEIGHTS

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DRIVE

AutoCAD SHX Text

CONCRETE SWALE

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PIPE

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GAS

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

WM

AutoCAD SHX Text

WM

AutoCAD SHX Text

ICV

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GV

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WM

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text P

AutoCAD SHX Text D

AutoCAD SHX Text Y

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AutoCAD SHX Text

PIPE

AutoCAD SHX Text

GAS

AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text S

TO REMAIN

WORK AREA BOUNDARY

W

ORK AREA BOUNDARY

W O

R K

AR

EA

B O

U N

D

AR

Y

WORK AREA BOUNDARY

1 EXISTING CONTOURS SITE PLAN

SCALE: 1' = 10'-0"

N 0 25' 50' 100'

Project Number

Building Number

Drawing Number

DrawnCheckedIssue Date

Location

Project Title

21 3 4 5 6 7 8 9 10

21 3 4 5 6 7 8 9 10

B

A

C

D

E

F

B

A

C

D

E

F

PhaseDrawing Title

Approved: Project Director

ARCHITECT OF RECORDCONSULTANTRevisions: Date:

U.S. Department of Veterans Affairs

Construction and Facilities Management

8718 Botts Lane Phone: (210) 816-4784 San Antonio, Texas 78217 Fax: (210) 881-6808 www.hfscompany.com jbianco@hfscompany.com

623-21-101

06-JAN-2023

100% CONSTRUCTION

DOCUMENTS

DEMOLISH BLDGS. 6,7,8,9,10

AT MUSKOGEE VAMC

C-102

EXISTING CONTOURS

SITE PLAN

RMJr, HRR

NJA

AutoCAD SHX Text

HONOR

AutoCAD SHX Text

HEIGHTS

AutoCAD SHX Text

DRIVE

AutoCAD SHX Text

CONCRETE SWALE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

1 ELECTRICAL DEMOLITION PLAN

SCALE: 1" = 10'-0"

EX-COM

EX-COM

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EX-C

EX-COM

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A

STORM

SHELTER

TO REMAIN

EX

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OM EX-COM EX-COM

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E

UGE

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WORK AREA BOUNDARY

W

ORK AREA BOUNDARY

W O

R K

AR

EA

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U N

D

AR

Y

WORK AREA BOUNDARY

UGE

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GENERAL NOTES:

1. CONTRACTOR TO PHASE DEMOLITION WORK PER PROJECT REQUIREMENTS AND COR

DIRECTION IF ALL BUILDINGS ARE NOT REMOVED AT THE SAME TIME. IF PHASED, MAINTAIN

POWER, DATA, WATER, SEWER, GAS, AND FIRE ALARMS TO REMAINING BUILDINGS AT ALL

TIMES.

2. REMOVE CONDUCTORS AND CONDUIT TO SOURCE. DO NOT ABANDON IN PLACE. MARK

UNUSED BREAKERS AS 'SPARE' AFTER DEMOLITION AND COORDINATE WITH COR.

3. INFORMATION SHOWN TO THE BEST AVAILABLE ACCURACY. DATA OBTAINED FROM THE

GOVERNMENT AND OTHER AVAILABLE SOURCES. CONTRACTOR IS RESPONSIBLE FOR

VERIFYING FIELD LOCATION OF UTILITIES AND CONDITIONS, AND COORDINATION WITH

SERVICE PROVIDERS.

4. CONTRACTOR TO PERFORM TOPOGRAPHIC SURVEY AND HORIZONTALLY AND VERTICALLY

LOCATE REMAINING UTILITIES, JUNCTION BOXES, VAULTS, VALVES, ETC. ONCE CONSTRUCTION

IS COMPLETED.

5. CONTRACTOR TO MAINTAIN EXISTING TREES IN FRONT OF BUILDINGS ALONG STREET. DO NOT

DISTURB ROOTS WHEREVER POSSIBLE.

6. ROLL-OFF TRASH CONTAINERS SHALL HAVE APPROPRIATE COVERS.

7. EXISTING POWER FEEDS TO STREET LIGHTS, STORM SHELTER WILL BE FED FROM S1A PANEL.

KEYED NOTES:

1. DEMOLISH POWER FEED FROM GENERATOR PANELS TO BUILDINGS BUT MAINTAIN POWER TO

STORM SHELTER. PHASE DEMOLITION TO MAINTAIN POWER TO REMAINING BUILDINGS IF

DEMO IS PHASED. REMOVE CONDUCTORS BACK TO GENERATOR PANELS.

2. RETAIN EXISTING POWER PANELS AT GENERATOR.

3. SALVAGE GENERATOR CONTROL PANEL, FIRE ALARM, AND STATUS PANELS LOCATED IN

HALLWAY OF BUILDING 8 AND TURN OVER TO COR.

4. DEMOLISH FIBER OPTIC CABLE FROM GENERATOR CONTROLS TO PANELS IN BUILDING 8.

REMOVE FIBER BACK TO CONNECTION POINT IN MAIN BUILDING TELECOMMUNICATIONS

ROOM. ABANDON CONDUIT IN PLACE OUTSIDE PROJECT BOUNDARY.

5. POWER TO BE MOVED TO S1A FOR LIGHTING AND STORM SHELTER.

6. MAINTAIN POWER TO EXISTING STREET LIGHTS ON WEST SIDE OF SITE. CONNECT EXISTING

POWER TO PANEL S1A BY THE GENERATOR. ADD CLOCK TIMER TO ALL LIGHTING.

N 0 25' 50' 100'

Project Number

Building Number

Drawing Number

DrawnCheckedIssue Date

Location

Project Title

21 3 4 5 6 7 8 9 10

21 3 4 5 6 7 8 9 10

B

A

C

D

E

F

B

A

C

D

E

F

PhaseDrawing Title

Approved: Project Director

ARCHITECT OF RECORDCONSULTANTRevisions: Date:

U.S. Department of Veterans Affairs

Construction and Facilities Management

8718 Botts Lane Phone: (210) 816-4784 San Antonio, Texas 78217 Fax: (210) 881-6808 www.hfscompany.com jbianco@hfscompany.com

623-21-101

06-JAN-2023

100% CONSTRUCTION

DOCUMENTS

DEMOLISH BLDGS. 6,7,8,9,10

AT MUSKOGEE VAMC

C-200

ELECTRICAL

DEMOLITION PLAN

RMJr, HRR

NJA

AutoCAD SHX Text

UNIT

AutoCAD SHX Text

HONOR

AutoCAD SHX Text

HEIGHTS

AutoCAD SHX Text

DRIVE

AutoCAD SHX Text

CONCRETE SWALE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

1 NATURAL GAS LINE DEMOLITION PLAN

SCALE: 1" = 10'-0"

EX-G

EX-G

EX-G

EX-G

EX-G

EX-G

EX-G

EX-G

EX

-G

EX-G

STORM

SHELTER

TO REMAIN

EX-G

EX-G

EX-G

EX-G

EX-G

EX-G

EX-G

EX-G

EX-G

EX-G

EX-G

EX-G

EX-G

EX-G

EX-G

EX-G

EX-G

EX-G

EX-G

EX-G

EX-G

EX-G

EX-G

EX-G

EX-G

EX-G

EX-G

EX-G

EX-G

EX-G

EX-G

EX-G

EX-G

EX-G

EX-G

EX-G EX-G EX-G

EX-G EX-G

EX

-G

EX

-G

EX

-G

EX

-G

EX

-G

EX

-G

EX

-G

EX

-G

EX

-G

EX

-G

EX

-G

EX

-G

EX

-G

EX

-G

EX

-G

EX

-G

EX

-G

EX

-G

EX

-G

EX

-G

EX

-G

EX

-G

EX

-G

EX

-G

EX

-G

EX

-G

EX

-G

WORK AREA BOUNDARY

W

ORK AREA BOUNDARY

W O

R K

AR

EA

B O

U N

D

AR

Y

WORK AREA BOUNDARY

GENERAL NOTES:

1. CONTRACTOR TO PHASE DEMOLITION WORK PER PROJECT REQUIREMENTS AND

COR DIRECTION IF ALL BUILDINGS ARE NOT REMOVED AT THE SAME TIME. IF

PHASED, MAINTAIN POWER, DATA, WATER, SEWER, GAS, AND FIRE ALARMS TO

REMAINING BUILDINGS AT ALL TIMES.

2. REMOVE GAS LINES TO SOURCE. DO NOT ABANDON IN PLACE. COORDINATE

WITH COR.

3. INFORMATION SHOWN TO THE BEST AVAILABLE ACCURACY. DATA OBTAINED

FROM THE GOVERNMENT AND OTHER AVAILABLE SOURCES. CONTRACTOR IS

RESPONSIBLE FOR VERIFYING FIELD LOCATION OF UTILITIES AND CONDITIONS,

AND COORDINATION WITH SERVICE PROVIDERS.

4. CONTRACTOR TO PERFORM TOPOGRAPHIC SURVEY AND HORIZONTALLY AND

VERTICALLY LOCATE REMAINING UTILITIES, JUNCTION BOXES, VAULTS, VALVES,

ETC. ONCE CONSTRUCTION IS COMPLETED.

5. CONTRACTOR TO MAINTAIN EXISTING TREES IN FRONT OF BUILDINGS ALONG

STREET. DO NOT DISTURB ROOTS WHEREVER POSSIBLE.

6. ROLL-OFF TRASH CONTAINERS SHALL HAVE APPROPRIATE COVERS.

KEYED NOTES:

1. DEMOLISH GAS SERVICE LINES TO BUILDINGS. PHASE DEMOLITION TO MAINTAIN

SERVICE TO REMAINING BUILDINGS IF DEMO IS PHASED. REMOVE LINES BACK TO

VALVE AND CAP OFF PER UTILITY REQUIREMENTS.

2. CAP GAS LINE AT SERVICE VALVE PER UTILITY REQUIREMENTS AND PLACE A

LOCATOR BALL @ END OF STUB/CAP.

3. GAS LINES TO REMAIN IN SERVICE.

N 0 25' 50' 100'

Project Number

Building Number

Drawing Number

DrawnCheckedIssue Date

Location

Project Title

21 3 4 5 6 7 8 9 10

21 3 4 5 6 7 8 9 10

B

A

C

D

E

F

B

A

C

D

E

F

PhaseDrawing Title

Approved: Project Director

ARCHITECT OF RECORDCONSULTANTRevisions: Date:

U.S. Department of Veterans Affairs

Construction and Facilities Management

8718 Botts Lane Phone: (210) 816-4784 San Antonio, Texas 78217 Fax: (210) 881-6808 www.hfscompany.com jbianco@hfscompany.com

623-21-101

06-JAN-2023

100% CONSTRUCTION

DOCUMENTS

DEMOLISH BLDGS. 6,7,8,9,10

AT MUSKOGEE VAMC

C-201

NATURAL GAS LINE

DEMOLITION PLAN

RM…