P09 657-502 Bid Drawings Part 1 of 10 General-3 pages.pdf

PDF 2 MB Posted Jul 6, 2020

Attached to: Expand and Upgrade Building 42 for Laboratory
Solicitation number: 36C25520R0073
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 15

About this file

Written by GovTribe AI · Dec 28, 2023

This document package includes a solicitation for the expansion and upgrade of Building 42 for laboratory use at the Marion VA Medical Center. The solicitation seeks construction services to expand the building's lower level and main level, upgrading mechanical, electrical and plumbing systems. Drawings and specifications are provided to guide responses for the base work and listed alternates. The Department of Veterans Affairs Veterans Health Administration VISN 15 is the contracting agency. The response due date is not stated.

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Other files

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P09 657-502 Bid Drawings Part 5 of 10 Architectural 2-15 pages.pdf	PDF	Jul 6, 2020
P09 657-502 Bid Drawings Part 6 of 10 Mechanical-21 pages.pdf	PDF	Jul 6, 2020
P09 657-502 Bid Drawings Part 4 of 10 Architectural 1-19 pages.pdf	PDF	Jul 6, 2020
P09 657-502 Bid Drawings Part 10 of 10 Electrical 3-19 pages.pdf	PDF	Jul 6, 2020
P09 657-502 Bid Drawings Part 7 of 10 Plumbing-16 pages.pdf	PDF	Jul 6, 2020
P09 657-502 Bid Drawings Part 2 of 10 Civil-13 pages.pdf	PDF	Jul 6, 2020
P09 Final Specification R3 - 1805 pages.pdf	PDF	Jul 6, 2020
36C25520R0073 for Proj 657-502.docx	DOCX document	Jul 6, 2020
P09 657-502 Bid Drawings Part 8 of 10 Electrical 1-5 pages.pdf	PDF	Jul 6, 2020

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MENTAL HEALTH

TRAILER '1'

EMERGENCY

GENERATOR

IRM

HUMAN RESOURCES

TELE.

MAIN HOSP.

CANTEEN/

SNRF

BOILER

INCINERATOR

WAREHOUSE

15SHOPS

QUONSET

STRUCTURES

T105 T106 T107 T108 T109

SWITCHGEAR

STATION

COOLING

TOWER

T R A

E R

P A V

T R A

E R '3

YARD

D O C

A V

MARION

TRAILER '4'

ENGINEERING/SAFETY

CHILLER

BLDG. 49

WATER TOWER

OUTPATIENT

CLINIC

PLANT

CLINICS

EAST TRAILER

SHOP TRAILER

DENTAL/SPD

& CLINICS

NORTH PERIPHERY

ROAD

SOUTH PERIPHERY

ROAD

W E S T

P E R

H E R Y

R O A D

E A

H E R Y

R O A D

BOLLARDS

x x x x xx

LIQ.

OXYG.

STOR.

STEAM TUNNEL

STEAM

INLET

STEAM

TUNNEL

VENT

STEAM TUNNEL VENT

STEAM

TUNNEL

STEAM

TUNNEL

SIDEWALK

E W A

PATIO

RAMP

SIDEWALK

IDEW

ALK

E W A

WALK/STAIRS

E W A L K

CONCRETE

TRASH

SIDEWALK

CONCRETE

WHEELCHAIR

RAMP

ENTRY

SIDEWALK

W H E

C H A

P A T

N T V

P A T

N T V

P A

E N T

O R

P A

E N T

O R

O P E N

P A R K

O P E N

P A R K

VOL.

W H E

C H A

W H E

C H A

W H E

C H A

GOV.CO

GOV.

DAV

LER

VISITOR

O P E N

P A R K

O P E N

P A R K

VIS

ITO

VIS

ITO

W H E

C H A

OPEN PARKING

C O M M

D R

BLDG. 8 DRIVE

E D U C B

G S E R

C E

D R

P U

R O N

STAFF PARKING

NHCU STAFF PARKING LOT

WAREHOUSE/SHOPS PARKING

ENGIN./SAFETY

CONCRETE

ASPHALT

GRAVEL

G R A

C O M M

D R

PARKING

BLDG. 8 DRIVE &

B L D G

D R

M O B

E C A

S P

NHCU

DOCK

PARKING

ENGIN./SAFETY

FUEL TRUCK APRON

NHCU SERVICE DRIVE

STAFF PARKING

LOADING DOCK APRON

STAFF PARKING

CUSHMAN

PARKING

CUSHMAN

PARKING

PROJECT SITE

LEGEND - SYMBOLS

T.O.

X'-X" A.F.F.

XXX

CONTROL POINT

KEYED NOTE

CENTER LINE MARK

REVISION NUMBER

ELEVATION DATUM

EXISTING COLUMN LINE

NEW COLUMN LINE

EXTERIOR ELEVATION

MARK

X = ELEVATION NUMBER

Y = SHEET NUMBER

NEW PARTITION

NEW DOOR

W/ DOOR NUMBER

ROOM NAME & NUMBER

WINDOW NUMBER

PARTITION TYPE

DEMOLISHED DOOR

EXISTING DOOR

DETAIL MARK

X = DETAIL

NUMBER

Y = SHEET

NUMBER

NORTH ARROW

SECTION MARK

X = SECTION

NUMBER

Y = SHEET NUMBER

EXISTING PARTITION

DEMOLISHED PARTITION

INTERIOR ELEVATION

MARK

X = ELEVATION NUMBER

Y = SHEET NUMBER

YY.Y

STEEL

CONCRET

ALUMINU

BRICK

WOOD

(FINISHED)

COMPACTED GRAN.

FILL

BATT

INSULATION

GYPSUM WALL

BOARD

(SMALL SCALE)

CONTINUOUS

WOOD

BLOCKING

HATCH INDICATIONS SHOWN AS GUIDE ONLY; HATCHING SCALES MAY NEED TO BE MODIFIED DEPENDING UPON SCALE USED

MATERIALS INDICATION

NON-

CONTINUOUS

WOOD BLOCKING

EARTH

GYPSUM WALL

BOARD

(LARGE SCALE)

PLYWOO

RIGID

INSULATION

SAND

PRECAS

ASPHAL

YY.Y

Office of Facilities

Management

Project Number

Building Number

Drawing Number

DrawnCheckedDate

Location

Project TitleDrawing Title

ARCHITECT/ENGINEERS:

VA Project #

CONSULTANTS:

Revisions: Date:

VA FORM 08-6231 OCT 1978

on e ei gh th in ch o ne fo ot qu ar te r th re ig ht s on e h al f i nc h f oo t th re qu ar te rs

6" on e i nc h f oo t

6" a nd h al f

6" th re e i nc he s f oo t

6" 6"

1 2 3 4 5 6 7 8 9

SHEET INDEX

Approved: Medical Center Director

Approved: Facilities Management Dir.

42-Addition

1 Memorial Dr. STE 1800 Saint Louis, MO 63102

Tel Fax

314.621.4343 314.621.0261

220 N College Ave Indianapolis, IN 46202

Tel Fax

317.464.9090 317.464.9393

McComas Engineers 1717 E 116th Street Carmel, IN 46032

Tel Fax

317.580.0402 317.582.0766

Structural

Asaturian Eaton & Assoc.

1440 Old West Main Carbondale, IL 62901

Tel Fax

618.529.3414 618.529.3423

Civil

John A Jurgiel & Assoc.

123 N. Main Street St. Charles, MO 63301

Tel Fax

636.757.3060 636.757.3064

Industrial Hygenist

Heapy Engineering 1400 W. Dorothy Lane Dyton OH 45409

Tel Fax

618.529.5262

Electrical

Department of Veterans Affairs

Medical Center, VISN 15 Marion, IL

INTEGRATED PROJECT TEAM APPROVAL

SIGNATURES

COR, MARION VAMC

SAFETY, MARION VAMC

VA POLICE, MARION VAMC

INFECTION PROVENTION, MARION VAMC

PATIENT SAFETY, MARION VAMC

MENTAL HEALTH, MARION VAMC

WOMEN VETERANS PROGRAM MANAGER, MARION VAMC

INFORMATION SECURITY OFFICER, MARION VAMC

ENERGY ENGINEER, MARION VAMC

PRIVACY OFFICER, MARION VAMC

STRATEGIC PLANNER, MARION VAMC

ENVIROMENTAL MANAGMENT / INTERIOR DESIGN, MARION VAMC

OFFICE OF INFORMATION AND TECHNOLOGY, MARION VAMC

NURSING SERVICE, MARION VAMC

LOGISTICS, MARION VAMC

CHIEF OF ENGINEERING, MARION VAMC

ASSOCIATE DIRECTOR PATIENT CARE SERVICES, MARION VAMC

CHIEF OF STAFF, MARION VAMC

DIRECTOR, MARION VAMC

ASSOCIATE DIRECTOR, MARION VAMC

DATE

11/7/2019 15:39:33

Expand & Upgrade Building 42 for Laboratory 657-502

657-502Expand & Upgrade Building

42 for Laboratory

11-08-2019 RD AJS

G000 Marion, IL

Cover

Bid Documents

Campus Map

NOT TO SCALE

Location Map

NOT TO SCALE

ED100 Partial Lower Level - Demolition Plan

EL100 Lower Level Floor Plan - Lighting

EL101A Partial Lower Level Floor Plan - Lighting

EL101B Partial Main Level Floor Plan - Lighting

EL102 Interstitial Level Floor Plan - Lighting

EL103 Roof Plan

EP100 Lower Level Floor Plan - Power

EP101A Partial Main Level Floor Plan - Power

EP101B Partial Main Level Floor Plan - Power

EP102 Interstitial Level Floor Plan - Power

ES100 Partial Site Plan

ES101 Partial Site Plan - Technology

ES102 Primary Duct Bank Profile

ET100 Lower Level Floor Plan - Technology

ET101A Partial Main Level Floor Plan - Technology

ET101B Partial Lower Level Floor Plan - Technology

ET102 Interstitial Level Floor Plan - Technology

ET200 Building Plans - Bldg 1, Bldg 2, Bldg 27, Bldg

ET300 Tunnel Level Building 42 - Technology

MQ-011 Mechanical Details

DM-101 Tunnel Mechanical Demo

MH-101 Lower Level - HVAC Duct Plan

MH-102 First Floor - HVAC Duct Plan

MH-103 Second Floor Mezzanine - HVAC Duct Plan

MH-104 First Floor - Return & Exhaust Plan

MH-105 Second Floor Mechanical - Return Duct Floor Plan

MH-106 HVAC Isometric

MP-101 Lower Level - HVAC Piping

MP-102 First Floor - HVAC Piping

MP-103 Second Floor Mezzanine -HVAC Piping

MP-201 Mechanical Roof Plan

Plumbing

FP-001 First Floor - Fire Protection Floor Plan

FP-101 Second Floor Mezzanine - Fire Protection Floor Plan

PQ-001 Plumbing Schedules & Abbreviations

PQ-002 Plumbing Details

PQ-003 Plumbing Details

PQ-004 Plumbing Details

PL-101 Lower Level - Sanitary

PL-102 Lower Level Plumbing - Storm Plan

PL-103 First Floor - Sanitary

PL-104 Second Floor - Mezzanine

PL-201 Roof Plan

PL-301 Isometrics

PP-201 Lower Level - Piping Plan

PP-202 First Floor Demstic - Piping Plan

PP-203 Second Floor Mezzanine Domestic - Piping Plan

PP-301 Piping Isometric

Electrical

E001 Legend, Symbols & Index of Drawings

E401 Enlarged TR Room Plan

E501 Details

E502 Details

E503 Details

E601 Schedules

E601A Lighting Schedule

E601B Lighting Schedule

S602 BLDG 42 Distribution Diagram

E603 Primary Single Line Diagram

E604 Site Photographs

E605 Main Level Plan - Electric Room

E606 Panel Schedules

Architectural

AD101 Main Level Demolition Plan

AD102 Existing Roof Demolition Plan

A001 Architectural Site Plan

A100 Overall Lower Level Plan

A101 Overall Ground Floor Plan

A101A Partial First Floor Plan - North

A101B Partial First Floor Plan - South

A102 Overall Interstitial Level Floor Plan

A103 Overall Roof Plan

A120 Enlarged Restroom Plan and Interior Elevations

A200 Exterior Elevations

A201 Exterior Elevations

A300 Building Sections

A301 Building Sections

A350 Vertical Circulation

A351 Vertical Circulation

A400 Overall Lower Level Reflected Ceiling Plan

A401 Overall First Floor Reflected Ceiling Plan

A402 1st Floor Interstitial & 2nd Floor/Roof RCP

A500 Wall Sections

A501 Wall Sections

A510 Enlarged Sections

A520 Plan Details

A521 Plan Details

A550 Details

A551 RCP Details

A552 Sign Schedule & Details

A600 Interior Elevations

A601 Interior Elevations

A650 Casework Details

A700 Opening Schedules & Details

A701 Partition Types

A800 Overall First Floor Room Finish Plan

A850 First Floor Equipment Plan & Schedule

Mechanical

MQ-001 Mechanical Notes & Abbreviations

MQ-002 Mechanical Schedules

MQ-003 Mechanical Schedules

MQ-004 Mechanical Details

MQ-005 Mechanical Details

MQ-006 Mechanical Details

MQ-007 Mechanical Details

MQ-008 Mechanical Details

MQ-009 Mechanical Details

MQ-010 Mechanical Details

General

G000 Cover

G001 Life Safety Plan & Code Analysis

G002 General Info / Accessibility

Civil

V101 Partial Topographical Survey

CD100 Site Demolition Plan and Existing Building Tunnel Plan

CS100 Site Plan and Site Keyed Notes

CS101 Site Dimensioning Plan

CS102 Guildeline Erosion and Sediment Control Plan

CS104 Site Details Cont.

CS103 General Notes and Site Details

CS105 Site Abbreviations and Symbols

CG100 Site Grading Plan

CU100 Site Utility Plan

CU101 Site Utility Details

SL100 Site Lighting

CT100 Traffic Control

Structural

S101A Foundation Plan - North

S101B Foundation Plan - South

S201A Ground Floor Framing Plan - North

S201B Ground Floor Framing Plan - South

S202A Second Floor Framing Plan - North

S202B Second Floor Framing Plan - South

S203A Roof Framing Plan - North

S203B Roof Framing Plan - South

S204 Partial Framing Plans

S301 Building Sections

S302 Building Sections

S303 Building Sections

S401 General Notes Schedules and Abbrev

S402 Schedules

S403 Slab on Grade Details, Foundation & Framing Legends

S404 Schedules

S405 Typical Sections

S406 Typical Sections

S407 Sections & Details

S420 Special Inspections

S501 Framing Elevations

S502 Framing Elevations

S503 Framing Elevations

S504 Framing Elevations

S600 Model Views

In e r s ta te

PROJECT SITE

Sections & DetailsS408

Stair/Elev Vestibule

Corridor

60'-0"130'-0"

76'-0"

110'-0"

149'-0"

100'-0"

Waiting

Break Room

ADA Toilet

Pyxis Storage

PSA

Shared Office

Open OfficeOffice P. Toilet

P. Toilet

HAC

OfficeShared OfficeOffice

Station Station Station Station Station

Conference Room

Main Lab Microbiology

Bio-Safety Level 3

Histology

Corridor

Blood BankAcid/Base Cooler

E018A

Open to below

2-hr spray on fire proofing for all load bearing structure per spec. All deck penetrations to meet 2-hr. The seismic bracing does not require a rating.

Line of floor above

Unfinished Basement

Elevator

Stair/Elev Vestibule

Tunnel Access

Elevator Machine

Room

S lo p e D n

Existing Ramp DownExisting Tunnel

Corridor Temporary

Corridor

2-hr spray on fire proofing for all load bearing structure per spec. All deck penetrations to meet 2-hr. The seismic bracing does not require a rating.

PROJECT DESCRIPTION:

NO. OF STORIES AT OR ABOVE GRADE

NO. OF STORIES BELOW GRADE

BUILDING HEIGHT

BUILDING AREA

LOWER LEVEL

MAIN LEVEL

SECOND LEVEL

THIRD LEVEL

AUTOMATIC SPRINKLER SYSTEM

APPLICABLE CODES:

2009 INTERNATIONAL BUILDING CODE

2009 INTERNATIONAL MECHANICAL CODE

2009 INTERNATIONAL PLUMBING CODE

2015 INTERNATIONAL ENERGY & CONSERVATION CODE

2006 NATIONAL ELECTRICAL CODE

NFPA 101, LIFE SAFETY CODE

AMERICANS with DISABILITY ACT (ADA) - ICC/ANSI 117.1-2009

ILLINOIS ACCESSIBILTY CODE

TYPE OF CONSTRUCTION, BUILDING HEIGHT & AREA:

CONSTRUCTION TYPE (IBC CHAPTER 6)

ALLOWABLE HEIGHT (IBC TABLE 503 AND SECTION 504)

ALLOWABLE AREA (IBC TABLE 503)

26'-2" TO 52'-0"

APPROX 21,127 SF

APPROX 1,516 SF

APPROX 10,841 SF

APPROX 8,802 SF

APPROX 452 SF

FULLY SPRINKLERED

TYPE IIA

5 STORIES/65'-0"

37,500 SF

CODE DATA

GROUND SNOW LOAD= 15 psf

WIND SPEED = 90 MPH

SEISMIC DESIGN CATEGORY = D

OCCUPANCY CATEGORY = I2

FROST LINE DEPTH = 30"

DESIGN PARAMETERS:

OCCUPANCY CLASSIFICATION:

PRIMARY OCCUPANCY CLASSIFICATIONS (IBC CHAPTER 3)

INSTITUTIONAL - I2

OCCUPANCY LOAD CALCULATION:

BUSINESS = 100 GROSS SQFT PER PERSON

ASSEMBLY - UNCONCENTRATED = 15 NET PER PERSON

MECHANICAL = 300 GROSS SQFT PER PERSON

LOWER LEVEL:

MECHANICAL = 100 SQFT /300 = 1 occ BUSINESS = 2000 SQFT /100 = 20 occ

MAIN LEVEL:

ASSEMBLY = 508 SQFT /15net = 34 occ BUSINESS = 9,095 SQFT /100 = 91 occ

SECOND LEVEL:

MECHANICAL = 8678 SQFT /300 = 29 occ

TOTAL OCCUPANTS = 175 OCCUPANTS

EGRESS EXIT CALCULATION:

LOWER LEVEL:

(1) EXIT STAIRS PROVIDED

EGRESS LOAD = 7 occ x 0.3" = 2.1" STAIR WIDTH REQUIRED

EGRESS PROVIDED = MAIN STAIR = 48" (46" CLEAR BETWEEN HANDRAILS)

TOTAL WIDTH PROVIDED = 46"

MAIN LEVEL:

ASSEMBLY = 35 occ / 0.2" = 7" BUSINESS = 82 occ / 0.2" = 18.4"

EGRESS PROVIDED = 127B = 72" WIDE DOORS (68" CLEAR)

130B = 36" WIDE DOOR (33" CLEAR)

TOTAL WIDTH PROVIDED = 101"

Exit Enclosure

Wall Rating Legend

Smoke Partition

100/person

Capacity of Space

Occupancy Formula Used

Allowable Capacity of Exit (Door size minus 4"/.2)

Egress Number

Smoke Barrier

Purpose

2 hour

1 hour

Rating

2 layers/ both sides

1 layer / one side

1 layer/ both sides

Gyp.

Yes

Dampers

Stair and Elevator Shaft

Location

Separation btwn Lab and Phelbot/Admin

Main corridor separation

Waiting @ 15 sf/occupant

Non Occupied Space

I2 Occupancy @ 100 sf/occupant

Legend

Fire Extinguisher Cabinet

D N

Roof Below

92'-0"

98'-0"

Mechanical Equipment - See MEP drawings

Open to Below

2-hr spray on fire proofing for all load bearing structure per spec. All deck penetrations to meet 2-hr. The seismic bracing does not require a rating.

Underside of metal decking to receive 1-hr spray on fire proofing per spec.

2-hr spray on fire proofing for all load bearing structure per spec.

A200 Open to below

D N

Underside of metal decking to receive 1-hr spray on fire proofing per spec.

2-hr spray on fire proofing for all load bearing structure per spec.

Roof

Drawing Title Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

42-AdditionApproved: Associate Director

Approved: Chief of Staff

Approved: Chief Engineer

Approved: Infection Control

Approved: Safety Officer

Approved: Chief, Police & Security o n e e ig h th in c h o n e fo o t 1

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231, OCT 1978

1 2 3 4 5 6 87 9

97 8654321

1 Memorial Dr. STE 1800 Saint Louis, MO 63102

Tel Fax

314.621.4343 314.621.0261

220 N College Ave Indianapolis, IN 46202

Tel Fax

317.464.9090 317.464.9393

Office of Facilities

ManagementMcComas Engineers 1717 E 116th Street Carmel, IN 46032

Tel Fax

317.580.0402 317.582.0766

Structural

Asaturian Eaton & Assoc.

1440 Old West Main Carbondale, IL 62901

Tel Fax

618.529.3414 618.529.3423

Civil

John A Jurgiel & Assoc.

123 N. Main Street St. Charles, MO 63301

Tel 636.757.3060 636.757.3064

Industrial Hygenist

Heapy Engineering 1400 W. Dorothy Lane Dyton OH 45409

Tel 618.529.5262

Electrical

11/7/2019 15:39:40

Life Safety Plan & Code Analysis Expand & Upgrade Building 42 for Laboratory

G001

657-502

Marion, IL

11-08-2019

Bid Documents

RD AJS

3/32" = 1'-0"1 Ground Floor Life Safety N

3/32" = 1'-0"2 Basement Life Safety

3/32" = 1'-0"3 1st Floor Interstitial Level Life Safety 3/32" = 1'-0"4 Partial 2nd Floor (Roof) Life Safety Plan

NOTE:

PROJECT-STANDARD PLACEMENT

SWITCH, THERMOSTAT,

HORN/STROBE

FLOOR

CEILING

OPTIONAL LOCATION, F.A.

HORN/STROBE (WHEN OCCURS)

EDGE OF DOOR FRAME

NOTE:

F.A. HORN/STROBE PREFERRED

INSTALLATION IS AT CEILING

LIGHT SWITCH

THERMOSTAT

8" MIN. - 12" MAX

POWER/COMM RECEPTACLE

8" MIN.

6" MAX.

4'-0"

CLEAR FLOOR SPACE

AT LOWER UNIT

M A

CLEARANCES FOR DOORS IN SERIES

4'-0" 4'-0"

1'-6"

1'-0"

W/ LATCH

& CLOSER

4'-6" MIN.

W/ LATCH

& CLOSER

(I F

3'-0" MIN. (THEN, A)

(I F

3'-6" MIN. (THEN, B)

MIN.

2'-0"

C L

O S

E R

MIN.

2'-0"

W /C

L O

S E

PULL SIDE PUSH SIDE

NO MAX.

A X

4" MAX.

1'-9"

M A

X . H

O R

A C

C E

S S

R A

C E

M A

1'-9"

MAX.

10" MIN.

MAX.

OF SHELVES

WHEN WHEEL CHAIR DISTANCE IS >10", ABOVE HEIGHTS APPLY

TOILET PAPER

DISPENSER

WATER CLOSET URINAL GRAB BAR

(BACK)

PAPER TOWEL

DISPENSER & TRASH

RECEPTACLE

TRASH

RECEPTACLE

SEAT COVER

DISPENSER

NAPKIN

DISPENSER

NAPKIN

DISPOSAL

LAVATORY

A X

HIGHEST POINT

OF OPERATION

. K N

E E

A R

A N

C E

T O

P O

F R

TOP OF

REFLECTIVE

SURFACE

BOTTOM OF

REFLECTIVE

SURFACE

FLUSH CONTROL

44" MAX.

TOP OF

RIM

3'-0" MIN

Top of Bar

GRAB BAR

(SIDE)

42" MIN 12" MAX

39"-41"

F I R E

E X T I N G U I S H E R

FULLY RECESSED FIRE

EXTINGUISHER CABINET BY

LARSON OR SIM. - RE: PLAN

FLOOR PLAN FOR LOCATIONS

M A

(2) METAL STUDS ON

EACH SIDE OF CABINET

DASHED LINE INDICATES

GYPSUM BOARD WHERE

OCCURS - RE: FLOOR PLAN

AND PARTITION TYPES FOR

ADDITIONAL INFO.

METAL STUD PARTITION -

RE: FLOOR PLAN AND

PARTITION TYPES FOR

ADDITION INFO.

GWB - PAINTED

SOUND INSULATION

WHERE OCCURS -

RE: FLOOR PLAN

AND PARTITION

TYPE FOR

LOCATION

PLAN VIEW

ELEVATION

SEMI RECESSED FIRE

EXTINGUISHER CABINET

BY LARSON OR SIM. - RE:

PLAN FLOOR PLAN FOR

LOCATIONS

CLEAR ACRYLIC DOOR

GLAZING - TYP

DIE CUT LETTERING - TYP

DOOR HARDWARE BY

CABINET MANUF.

F F

NOTE:

FIRE EXTINGUISHER

CABINET TO MEET ALL

ADA REQUIREMENT.

CONTRACTOR TO

REFER TO LIFE SAFETY

PLANS FOR LOCATION

OF CABINETS. REFER

TO SPECIFICATION FOR

ADDITIONAL INFO.

P-TYPE;

RE: PLAN

1-hr rated partition; provide an interior layer of 1/2" Type X GWB with 3M Fire Barrier Moldable Putty Pads top and bottom of cabinet or provide a rated cabinet equal to wall rating

Drawing Title Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

42-AdditionApproved: Associate Director

Approved: Chief of Staff

Approved: Chief Engineer

Approved: Infection Control

Approved: Safety Officer

Approved: Chief, Police & Security o n e e ig h th in c h o n e fo o t 1

VA FORM 08-6231, OCT 1978

1 2 3 4 5 6 87 9

97 8654321

1 Memorial Dr. STE 1800 Saint Louis, MO 63102

Tel Fax

314.621.4343 314.621.0261

220 N College Ave Indianapolis, IN 46202

Tel Fax

317.464.9090 317.464.9393

Office of Facilities

ManagementMcComas Engineers 1717 E 116th Street Carmel, IN 46032

Tel Fax

317.580.0402 317.582.0766

Structural

Asaturian Eaton & Assoc.

1440 Old West Main Carbondale, IL 62901

Tel Fax

618.529.3414 618.529.3423

Civil

John A Jurgiel & Assoc.

123 N. Main Street St. Charles, MO 63301

Tel 636.757.3060 636.757.3064

Industrial Hygenist

Heapy Engineering 1400 W. Dorothy Lane Dyton OH 45409

Tel 618.529.5262

Electrical

11/7/2019 15:39:43

General Info / Accessibility Expand & Upgrade Building 42 for Laboratory

G002

657-502

Marion, IL

11-08-2019

Bid Documents

RD AJS

1/2" = 1'-0"2 DETAIL - TYP. MOUNTING LOCATIONS

1/4" = 1'-0"4

FLOOR CLEARANCE @ DRINKING

FOUNTAINS

1/8" = 1'-0"1 MANEUVERING CLEARANCES

1/4" = 1'-0"5 PROTRUDING HAZARDS

1/4" = 1'-0"6 SHELVES / CLOTHES ROD ADA

1/4" = 1'-0"3 STANDARD MOUNTING HEIGHTS

1 1/2" = 1'-0"7 DETAIL - FIRE EXTINGUISHER CABINET

Project General Notes

BE ALL NEW VERTICAL AND HORIZONTAL DUCTS, PIPES, CONDUITS, ETC., IN FINISHED ROOMS

OR AREAS THROUGHOUT BUILDING, NOT ENCASED IN MASONRY OR CONCRETE

CONSTRUCTION, SHALL BE ENCLOSED IN METAL STUDS AND DRYWALL CHASE WALLS AS

DETAILED IN THE DRAWINGS AND FINISHED TO MATCH THE ROOM FINISH.

BF WORK THAT MUST OCCUR IN OCCUPIED AREAS OF THE MEDICAL CENTER OR DISRUPT A

MEDICAL CENTER FUNCTION, WILL BE DONE AT TIMES OTHER THAN NORMAL WORKING

HOURS AT NO ADDITIONAL COST TO THE GOVERNMENT. WORK MUST BE SCHEDULED

WITH THE VA PROJECT ENGINEER.

BG CONTRACTOR SHALL NOT INSTALL CONDUIT, PIPING, LIGHTING, OR OTHER OBSTRUCTIONS

UNDER ADJACENT HVAC EQUIPMENT THAT WILL ELIMINATE OR OBSTRUCT ACCESS TO

COILS, MOTORS, VALVES, SWITCHES, PANELS, ETC.

BH BEFORE THE CONTRACTOR BEGINS WORK CONTRACTOR SHALL RECORD ANY EXISTING

SYSTEM INFORMATION SUCH AS TEMPERATURE, FLOW RATE, PRESSURE, CURRENT,

VOLTAGE, OR ANY OTHER INFORMATION NECESSARY FOR HIM TO RETURN THE AFFECTED

SYSTEM TO ORIGINAL OPERATING CONDITION. UNLESS NOTED OTHERWISE IT IS ASSUMED

THAT ALL SYSTEMS (HVAC, ELECTRICAL, PLUMBING, ETC.) ARE WORKING PROPERLY IN

EVERY MANNER AT THE BEGINNING OF THE PROJECT. THE CONTRACTOR'S RECORDED

MEASUREMENTS MUST BE SUBMITTED TO THE PROJECT ENGINEER FOR REVIEW AND

ACCEPTANCE BEFORE ANY DEMOLITION OR OTHER RELATED WORK CAN PROCEED.

BI THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING ALL EXISTING ACCESS DOORS

TO CONSTRUCTION AREAS, EXISTING MECHANICAL AND ELECTRICAL AREAS, ASSIGNED

STORAGE AREAS, EQUIPMENT ACCESS AREAS, ETC. DOORS MUST BE RESTORED TO THE

CONDITION ENCOUNTERED AT BEGINNING OF PROJECT. THIS INCLUDES DOOR

REPLACEMENT, HARDWARE REPLACEMENT, HARDWARE REPAIR, DOOR REPAIR, ETC.

BJ CONTRACTOR MUST PROVIDE HIS OWN EQUIPMENT FOR MOVING OF MATERIALS,

EQUIPMENT AND TRASH. THIS INCLUDES CARTS FOR REMOVAL OF DEMOLITION

MATERIALS, PALLET JACKS FOR EQUIPMENT MOVING, TWO OR FOUR WHEEL CARTS FOR

EQUIPMENT TRANSFER, ETC. CONTRACTOR MAY NOT BORROW VA OWNED EQUIPMENT

FOR THIS PURPOSE.

BK SEVERE NOISE PRODUCING WORK WILL NOT BE ALLOWED DURING NORMAL WORKING

HOURS AND MUST BE SCHEDULED WITH THE VA PROJECT ENGINEER FOR OTHER TIMES.

THIS INCLUDES JACK-HAMMERING CONCRETE, SAW-CUTTING CONCRETE, REPETITIVE

HAMMER DRILLING OF CONCRETE, ETC.

BL THE VA DOES NOT PROVIDE PHONES FOR THE CONTRACTOR’S USE. IT IS THE

CONTRACTOR’S RESPONSIBILITY TO COVER THE COSTS OF THE INSTALLATION OF A

TEMPORARY LAND LINE PHONE. THE CONTRACTOR SHALL CONTACT THE PHONE

COMPANY TO HAVE THIS PHONE INSTALLED.

BM ALL ELECTRICAL CIRCUITRY TO BE CONCEALED UNLESS OTHERWISE SPECIFIED.

CIRCUITING FOR ELECTRIC DOOR HOLD OPENS IN MASONRY WALLS SHALL BE SURFACE

RACEWAY.

BN DRAWINGS ARE DIAGRAMMATIC AND SHOW ONLY THE GENERAL ARRANGEMENT OF EACH

SYSTEM. BECAUSE OF SMALL SCALE OF DRAWINGS IT IS NOT POSSIBLE TO SHOW OR

INDICATE ALL BRANCHES, OFFSETS, FITTINGS, BOXES, AND ACCESSORIES WHICH MAY BE

REQUIRED. CONTRACTOR MUST CAREFULLY INVESTIGATE STRUCTURAL AND FINISH

CONDITIONS AFFECTING ALL WORK, FURNISHING SUCH FITTINGS, TRAPS, VALVES, BOXES,

ACCESSORIES, ETC., AS MAY BE REQUIRED.

BO LOCATIONS OF NEW EQUIPMENT, PIPING, AND ASSOCIATED ITEMS SHOWN ON THE

DRAWINGS ARE SCHEMATIC ONLY. THE CONTRACTOR SHALL FIELD VERIFY EXACT

LOCATION AND ELEVATION FOR ALL WORK, INCLUDING CONNECTIONS TO EXISTING WORK.

ALL OFFSETS, FITTINGS, TRANSITIONS, EXTENSIONS, ETC., REQUIRED FOR A COMPLETE

AND FUNCTIONAL SYSTEM SHALL BE PROVIDED AT NO ADDITIONAL COST.

BP ALL EXISTING DUCTWORK, ELECTRICAL OR MECHANICAL PIPING, CABLE TRAYS, ETC., IS

NOT NECESSARILY SHOWN ON THE DRAWINGS. PRIOR TO ANY DEMOLITION AND

CONSTRUCTION WORK, THE CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATION OF

ALL EXISTING EQUIPMENT, DUCTWORK, PIPING, ETC. AND REPORT ANY DISCREPANCIES TO

THE COR.

BQ IF THERE IS ANY WORK TO BE DONE ON EXISTING ROOFS, SUCH AS ROOF PENETRATIONS

OR STANDS, OR ANYTHING THAT DAMAGES THE INTEGRITY OF THE ROOF, THIS WORK

MUST BE DONE BY A CONTRACTOR LICENSED BY THE ROOFING MEMBRANE

MANUFACTURER. HE/SHE MUST BE APPROVED BY THE MEMBRANE MANUFACTURER SO AS

TO NOT VOID OR INTERRUPT EXISTING SINGLE PLY MEMBRANE ROOF WARRANTIES.

BR IF ASBESTOS INSULATION IS REMOVED ON THIS PROJECT ALL PIPING AND OTHER

MECHANICAL ITEMS THAT HAD THE ASBESTOS INSULATION REMOVED MUST BE

RE-INSULATED WITH MATERIALS ACCORDING TO THE SPECIFICATIONS.

BS WHEN WORKING IN OCCUPIED AREAS OF THE MEDICAL CENTER THE CONTRACTOR

CANNOT LEAVE TOOLS, EQUIPMENT, LADDERS, ETC., UNATTENDED WHERE THEY ARE

ACCESSIBLE TO PATIENTS, STAFF, VISITORS, ETC. CEILING TILES AND CEILING ACCESS

PANELS MUST ALSO BE REPLACED WHEN UNATTENDED, FOR SAFETY REASONS.

BT WATER OR LIQUIDS MUST NOT BE ALLOWED TO COME INTO CONTACT WITH NEW OR

EXISTING DRYWALL FROM CONSTRUCTION RELATED ACTIVITIES. REMOVE AND REPLACE

ANY DRYWALL THAT HAS COME INTO CONTACT WITH WATER OR OTHER LIQUIDS.

BU LIVE ELECTRICAL CIRCUITS ARE BURIED WITHIN THE CONCRETE FLOOR SLABS AND THERE

IS NO RECORD OF THE EXACT LOCATIONS. THE CONTRACTOR SHALL X-RAY THE FLOOR

WHEREVER THE CONTRACTOR PLANS ON DRILLING THROUGH THE CONCRETE FLOOR

SLABS. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO IMMEDIATELY REPAIR ANY

CIRCUIT THAT HAS BEEN CUT OR DAMAGED.

BV WHEN AN EXIT IS CLOSED BECAUSE OF THIS PROJECT THE CONTRACTOR MUST INSTALL

BARRICADES AND SIGNAGE AT THE EXIT DOOR. THE CONTRACTOR MUST ALSO COVER OR

REMOVE THE LIGHTED EXIT SIGN.

BW CONTRACTOR SHALL PROVIDE BOXES, CONDUIT, WIRE, AND RECONNECTIONS AS

REQUIRED TO RECONNECT ANY AND ALL EXISTING LIGHT FIXTURES, RECEPTACLES, OR

DEVICES REMAINING IN USE. REMOVAL OF ANY ELECTRICAL EQUIPMENT SHALL NOT

AFFECT THE OPERATION OF EQUIPMENT REMAINING IN USE.

BX CONTINUITY OF ALL SERVICES TO AND FROM THE FACILITIES IN THE EXISTING BUILDING

SHALL BE MAINTAINED WITHOUT INTERRUPTION, EXCEPT FOR SUCH PERIODS OF TIME

WHICH THE V.A. MAY DESIGNATE. IF TEMPORARY CONNECTIONS, ETC. ARE NECESSARY TO

ASSURE THE CONTINUITY OF SERVICE, THEY SHALL BE FURNISHED WITHOUT ADDITIONAL

CHARGE TO THE V.A. AND SHALL BE REMOVED WHEN NO LONGER NECESSARY.

BY ALL EXISTING CONDUIT AND WIRING MADE ABANDONED BY THIS PROJECT OR FOUND TO

BE ABANDONED DURING DEMOLITION SHALL BE REMOVED.

BZ COORDINATE THE PROVISION AND INSTALLATION OF ALL CONTROL WIRING FOR

MECHANICAL EQUIPMENT WITH THE GENERAL CONTRACTOR AND MECHANICAL

CONTRACTOR.

CA FOR SAFETY PURPOSES THE CONTRACTOR WILL NOT WORK ON ANY ELECTRICAL

EQUIPMENT HOT. ALL SHUTDOWNS WILL BE SCHEDULED IN ADVANCED WITH THE VA.

CB CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OPENINGS REQUIRED IN WALLS. ALL

OPENINGS SHALL BE REPAIRED TO MATCH EXISTING BY A QUALIFIED CONTRACTOR AT THE

EXPENSE OF THIS CONTRACTOR. ALL CONDUITS IN WALLS SHALL BE GROUTED OR

SEALED INTO OPENINGS.

CC CONTRACTOR SHALL COORDINATE ‘IN-WALL’ & ‘OVERHEAD CEILING’ INSPECTIONS WITH VA

PROJECT ENGINEER PRIOR TO THE INSTALLATION OF FINISHES. IN-WALL INSPECTIONS

REQUIRE 24 HOUR NOTIFICATION. OVERHEAD CEILING INSPECTIONS REQUIRE 48 HOUR

NOTIFICATION. CONTRACTOR TO SUPPLY A CART WITH A LOG SHEET AND FULL SET OF

HARD COPY DRAWINGS FOR ALL INSPECTIONS. LOG SHEET SHALL BE ITEMIZED BY TYPE

OF INSPECTION AND BY ROOM. NO SUCH FINISHES SHALL BE INSTALLED WITHOUT

INSPECTION APPROVAL FROM PROJECT ENGINEER.

CD FOR ANTICIPATED CONSTRUCTION SEQUENCE SEE DRAWING 1 / 1-1A-100 FOR MORE

INFORMATION.

CE FOR ALTERNATE DEDUCTION BID LIST ITEMS SEE SHEETS 1-1A-100, 1-1A-101, 1-1A-102

Project General Notes

AA PHASE ALL DEMOLITION & CONSTRUCTION TO BE SEQUENCED & COORDINATED TO INSURE

THAT THE BUILDING OWNER'S OPERATIONS ARE CONTINUOUSLY MAINTAINED.

AB THESE PLANS REFLECT INFORMATION GATHERED FROM EXISTING CONDITIONS DRAWINGS

& ARCHITECT'S FIELD VERIFICATION. CONTRACTOR SHALL VERIFY ACCURACY OF

INFORMATION PRIOR TO COMMENCEMENT OF ANY DEMOLITION AND /OR CONSTRUCTION

ACTIVITIES AND REPORT ANY DISCREPANCIES TO COR.

AC ITEMS TO BE DEMOLISHED, REMOVED, OR RELOCATED ARE SHOWN DASHED. EXISTING

ITEMS TO REMAIN SHALL BE PROTECTED DURING CONSTRUCTION BY CONTRACTOR.

PATCH & REPAIR ALL RESULTING SURFACES TO REMAIN.

AD COORDINATED ALL WORK BETWEEN TRADES AS REQUIRED TO INSURE TIMELY & PROPER

INSTALLATION OF ALL BUILDING SYSTEMS.

AE ACCESS TO EMPLOYEE ENTRY AND EXIT DOORS MUST BE MAINTAINED THROUGHOUT

CONSTRUCTION. PROVIDE ALL VA REQUIRED BARRIERS AND SIGNAGE AT THE LIMITS OF

THE CONSTRUCTION SITE

AF PROVIDE FULLY SEALED DUST PARTITIONS AS REQUIRED AT ALL LOCATIONS WHERE

CONSTRUCTION MEETS THE EXISTING BUILDING IN ORDER TO MAINTAIN A CLEAN

DUST-FREE ENVIRONMENT INSIDE THE BUILDING.

AG ALL GYPSUM BOARD USED IN THIS PROJECT SHALL BE TYPE "X"

AH CONTRACTORS SHALL VISIT THE SITE TO FAMILARIZE THEMSELVES WITH THE EXISTING

CONDITIONS AND INCLUDE THE WORK NECESSARY TO COMPLY WITH THE SCOPE OF THE

WORK. ADDITIONAL COMPENSATION WILL NOT BE CONSIDERED FOR EXTRA WORK WHEN

SUCH WORK COULD HAVE BEEN REASONABLY ASCERTAINED FROM THE PRE BID SITE

VISIT REVIEW OF THE EXISTING CONDITIONS AND THE WORK SCOPE DESCRIBED IN THE

DOCUMENTS.

AI COORDINATION OF ALL WORK AS DESCRIBED ON THE DOCUMENTS IS THE GENERAL

CONTRACTOR'S RESPONSIBILITY.

AJ PERFORM WORK IN ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND

ORDINANCES HAVING JURISDICTION

AK IMMEDIATELY REPORT DISCREPANCIES BETWEEN CONTRACT DOCUMENTS AND FIELD

CONDITIONS, CONFIRM THE WORK IS BUILDABLE AS SHOWN.

AL ALL DIMENSIONS ARE FROM COLUMN CENTER LINE TO FACE OF PARTITION U.O.N. UNDER

NO CIRCUMSTANCES SHALL ANY MEASUREMENT BE SCALED FROM THE DRAWINGS. ANY

MEASUREMENTS NOT GIVEN AN ACTUAL NUMBER DIMENSION SHOULD BE BROUGHT TO

THE ATTENTION OF THE ARCHITECTS BEFORE PROCEEDING

AM ALL WOOD USED IN THIS PROJECT SHALL BE FIRE-RETARDANT TREATED

AN ALL NEW PARTITIONS, UNLESS OTHERWISE SHOWN, SHALL BE 20 GA. MTL STUDS

AO COORDINATE & PROVIDE BLOCKING AS REQUIRED FOR MILLWORK & ITEMS ATTACHED OR

MOUNTED TO WALLS & CEILINGS

AP ALL INSULATING MATERIALS WITHIN WALLS & IN UNCONCEALED SPACES SHALL HAVE A

FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE-DEVELOPED INDEX OF NOT

MORE THAN 450

AQ ALL MATERIALS EXPOSED WITHIN PLENUMS ARE REQUIRED TO BE NON-COMBUSTIBLE OR

SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE DEVELOPED

INDEX OF NOT MORE THAN 50 AS DETERMINED IN ACCORDANCE WITH ASTM E-84

AR PROJECT LIMIT LINES INDICATES THE AREA OF A MAJORITY OF THE PROJECT WORK. BUT

SOME WORK WILL BE REQUIRED OUTSIDE OF THE PROJECT LIMITS. REFER TO DRAWINGS

AND SPECIFICATIONS FOR INFORMATION.

AS CONSTRUCTION MATERIALS AND INSTALLATION METHODS PROVIDED AND PERFORMED BY

ALL CONTRACTORS SHALL BE IN COMPLIANCE WITH VAMC FACILITY OPERATIONS, NFPA,

ICRA, ILSM, VA SPECIFICATIONS, AND AS FURTHER DESCRIBED IN THIS SCOPE.

AT PAINT ALL EXPOSED NEW AND EXISTING PIPING, CONDUIT, WIRE MOLD, ELECTRICAL

PANELS, ACCESS PANELS, ETC., TO MATCH WALL FINISH UNLESS OTHERWISE NOTED.

AU THE CONTRACTING OFFICER’S REPRESENTATIVE (COR) WILL PERFORM FIELD

VERIFICATION AS REQUIRED FOR THE DURATION OF THE PROJECT TO MONITOR PROJECT

PROGRESS.

AV UTILITY SHUT DOWNS WILL BE COORDINATED BY IPT (INTEGRATED PROJECT TEAM)

INCLUDING: COR, VA FACILITY OPERATIONS, AND GENERAL CONTRACTOR.

AW ANY INTEGRATED PROJECT TEAM MEMBER (IPT) INCLUDING BUT NOT LIMITED TO:

CONTRACTORS / SUB-CONTRACTORS, ARCHITECTS AND/OR ENGINEERS WHO ENTER THE

PROJECT BOUNDARY SHALL WEAR ALL PROPER PERSONAL PROTECTIVE EQUIPMENT

(PPE’S: CERTIFIED BY OSHA) AT ALL TIMES. SUCH PPE’S INCLUDE: HARD HATS, SAFETY

GLASSES, PROPER SHOES, HIGH VISIBILITY SHIRTS, ETC.

AX IF THE PROJECT AREA AND AREAS AFFECTED BY THE PROJECT INCLUDE EXISTING

EQUIPMENT, SURFACES, FINISHES, MATERIALS, ETC., NOT TO BE REMOVED, THE

CONTRACTOR MUST PROTECT THIS EQUIPMENT FROM DUST, DEBRIS, DAMAGE, ETC. THE

CONTRACTOR MUST ALSO CLEAN THESE ITEMS/SURFACES TO THE ORIGINAL CONDITION

FOUND AT THE START OF THE PROJECT PRIOR TO FINAL INSPECTION.

AY PATCH ALL FINISHES WHERE DISTURBED BY THE WORK AND WHERE UNFINISHED

SURFACES HAVE BEEN EXPOSED BY DEMOLITION. PATCHING MUST MATCH ADJACENT

MATERIALS, COLORS, AND FINISHES. WALL SURFACES THAT ARE PATCHED SHALL HAVE

THE FINISHES (PAINT, VINYL WALL COVERING, ETC.) REPLACED FROM CORNER TO CORNER

AND FLOOR TO CEILING.

AZ UNLESS OTHERWISE INDICATED, FINISH ALL NEW FRAMES AND PARTITIONS TO MATCH

SURROUNDING. NEW HOLLOW METAL DOORS SHALL BE PAINTED SAME COLOR AS

FRAMES. EXISTING PARTITIONS RECEIVING NEW DOOR FRAMES THAT HAVE VINYL WALL

COVERING (VWC) SHALL HAVE THE VWC COMPLETELY REMOVED AND REPLACED WITH

NEW VWC OF MATCHING TEXTURE AND COLOR.

BA CORRIDOR WALLS AND PLUMBING PARTITIONS SHALL BE CONSIDERED 1 HOUR FIRE /

SMOKE RATED WALLS AND NEW OR EXISTING PENETRATIONS MUST BE SEALED

ACCORDINGLY WITH UL APPROVED FIRE STOPPING MATERIAL THE SAME DAY THE

PENETRATION IS MADE OR DISCOVERED. ALL FLOOR SLABS, VERTICAL SHAFTS AND

STAIRWELLS SHALL BE CONSIDERED 2 HOUR FIRE / SMOKE RATED SEPARATIONS AND

SHALL BE SEALED ACCORDINGLY IN THE MANNER LISTED HEREIN. PENETRATIONS

THROUGH THE EXTERIOR WALLS SHALL BE SEALED WATERTIGHT.

BB IF EXISTING WALLS ARE TO BE USED AS DUST OR SMOKE BARRIERS SEPARATING THE

CONSTRUCTION AREA FROM THE MEDICAL CENTER, THE CONTRACTOR IS RESPONSIBLE

FOR SEALING ALL EXISTING PENETRATIONS IN THIS WALL, EXTENDING WALL TO CEILING

SLAB AND ANY OTHER WORK TO ENSURE THE WALL MEETS THE REQUIREMENTS IN THE

GENERAL REQUIREMENTS SPECIFICATIONS FOR CONSTRUCTION BARRIERS.

BC WHENEVER EXISTING EQUIPMENT, PIPING, DUCTS, ETC., ARE REQUIRED TO BE REMOVED,

SUCH REMOVAL SHALL INCLUDE ALL ANCHORS, HANGERS, FOUNDATIONS, ETC., UNLESS

NOTED OTHERWISE. AFTER REMOVAL; FLOORS, WALLS, AND CEILINGS SHALL BE FINISHED

TO MATCH ADJOINING SURFACES.

BD UTILITY WORK THAT WILL REQUIRE A SHUTDOWN OF EXISTING SERVICE WILL BE DONE AT

TIMES OTHER THAN NORMAL WORKING HOURS AT NO ADDITIONAL COST TO THE

GOVERNMENT. WORK MUST BE SCHEDULED WITH THE COR.

LAVATORY

LINEAR FEET

LINTEL

KNEE BRACE

LAV

LNTL

BLDG

BLKG

BOD

BTWN

ACT

ADJ

ADJC

AFF

ALT

ALUM

ARCH

AVG

REFER TO THE MATERIAL LEGEND FOR ABBREVIATIONS RELATED TO FINISHES NOT HERE LISTED

BOARD

BLINDS

BUILDING

BLOCKING

BOTTOM OF DECK

BRICK

BETWEEN

ACOUSTIC CEILING TILE

ADJUSTABLE

ADJACENT

ABOVE FINISHED FLOOR

ALTERNATE

ALUMINUM

ARCHITECTURAL

AVERAGE

ON CENTER

OUTSIDE FACE

OPENING

OPPOSITE

OPNG

OPP

NIC

NOM

NTS

NOT IN CONTRACT

NOMINAL

NOT TO SCALE

REF

REINF

REQD

REV

RLG

RISER OR RADIUS

RUBBER BASE

ROOF DRAIN

REFERENCE

REINFORCED

REQUIRED

REVISION

RAILING

ROOM

ROUGH OPENING

PBD

PLAM, PL

PLBG

PLS

PREF

PROP

PTD

PTN

PWD

PAINT

PARTICLE BOARD

PLASTIC LAMINATE

PLUMBING

PLASTIC

PAIR

PREFINISHED

PROPERTY

PRESSURE TREATED

PAINTED

PARTITION

PLYWOOD

CAB

CLNG

CMU

COL

CONC

CONST

CONT

CRT

CSJ

CST

CARPET

CABINET

CATCH BASIN

CONCRETE, COLORED

CORNER GUARD

CONTROL JOINT

CENTERLINE

CEILING

CONCRETE MASONRY UNIT

COLUMN

CONCRETE

CONSTRUCTION

CONTINUOUS

COMMUNICATIONS PANEL

CATHODE RAY TUBE

CONSTRUCTION JOINT

CONCRETE, SEALED

CONCRETE, STAINED

CERAMIC TILE

ELECT

ELEV

EQUIP

EWC

EXT

EXTG

EACH

EXPANSION JOINT

ELECTRICAL

ELEVATION

ELECTRICAL PANEL

EQUAL

EQUIPMENT

ELECTRIC WATER

COOLER

EXTERIOR

EXISTING

DEMOLITION

DIAMETER

DIMENSION

DOWN

DOOR

DOWNSPOU

DETAIL

DRAWING

DEMO

DIA

DIM

DTL

DWG

MAS

MAT

MAX

MDF

MECH

MFR

MIN

MIR

MISC

MTD

MTL

MASONRY

MATERIAL

MAXIMUM

MEDIUM DENSITY FIBERBOARD

MECHANICAL

MANUFACTURER

MANHOLE

MINIMUM

MIRROR

MISCELLANEOUS

MASONRY OPENING

MOUNTED

METAL

TEL

TGL

TYP

TREAD

TOP OF CONCRETE

TELEPHONE

TEMPERED GLASS LITE

TOP OF JOIST

TOP OF STEEL

TOP OF WALL

TYPICAL

VCT

VERT

VIF

YARDYD

WCL

WDW

WPG

WIDTH

WITH

WATER CLOSET

WOOD

WINDOW

WIDE FLANGE

WITHOUT

WATERPROOFING

VINYL BASE

VINYL COMPOSITION TILE

VERTICAL

VERIFY IN FIELD

UON

UNFINISHED

UNLESS OTHERWISE NOTED

URINAL

JOINT

INSUL

HDBD

HDW

HDWD

HOR

HWH

INSIDE FACE

INSULATION

HOLLOW CORE

HEAD

HARDBOARD

HARDWARE

HARDWOOD

HOLLOW METAL

HORIZONTAL

HANDRAIL

HEIGHT

HOT WATER HEATER

GRANITE

GAUGE

GLASS

GRADE

GROUT

GYPSUM WALLBOARD

GWB

FABRICATED

FAN COIL UNIT

FLOOR DRAIN

FOUNDATION

FIRE EXTINGUISHER CABINET

FINISH FLOOR

FINISH GRADE

FIRE HOSE CABINET

FINISH

FLOOR

FLASHING

FLOOR TILE

FIREPROOFING

FIRE RATING

FIBERGLASS REINFORCED PANEL

FLOOR SINK

FEET

FOOTING

FIRE TREATED WOOD

FABRIC WRAPPED PANEL

SCH

SECT

SHTH

SIM

SOF

SPEC

SSM

SST

STD

STL

STR

SUSP

SYS

SOLID CORE

SCHEDULE

SECTION

SHEATHING

SIMILAR

SINK

SHEET METAL

SOFFIT

SPECIFICATIONS

SQUARE

SOLID SURFACING MATERIAL

STAINLESS STEEL

STANDARD

STEEL

STRUCTURE

SUSPENDED

SLAT WALL

SYSTEM

FAB

FCU

FDN

FEC

FHC

FIN

FLR

FLG

FLT

FPG

FRP

FSK

FTG

FTWD

FWP

ABBREVIATIONS LIST

File details come from the government source that posted it. Updated Jul 6, 2020.