516-23-117_VA-BayPines_Hemodialysis_Bid set_DRAWINGS_2024_2024-11-05.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

DESIGNER OF RECORD STAMPCONSULTANT

7 8 9 10321 4 5 6

Architecture, Engineering, and, Sustainable Design 1050 E. Southern Ave, Suite #D, Tempe, Arizona 85282, (480) 454-2861

KEY PLAN NTS NORTH

A u to d e s k D o c s /A

E S

U S

P ro je c ts

/5

-2

-1

V A

-B a y P in e s H e m o d ia ly s is

A

R C

H

.r v t

/8 /2

:2

:4

P

M

GI-001

COVER SHEET C.W. Bill Young Medical Center

Building 100 4th Floor Refresh

Hemodialysis

10000 Bay Pines Blvd, Bay Pines, FL 33744

516-23-117

11/08/2024 AESUS AESUS

Bid Documents Submission 100

DX

A3-301

X

X

DETAIL FLAG NUMBER

DOOR NUMBER

AE-501

BUILDING SECTION CUT

OTHER SECTION CUT

SHEET WHERE APPEARS (TYPICAL)

AE-301

AA

SHEET WHERE APPEARS

ELEVATION NUMBER

SHEET WHERE APPEARS

x x x x

EXISTING COLUMN CENTER LINEA

X

WINDOW TAG

AE-301

AA

AE-301

AA

ELEVATION NUMBER

AE-710

4 2

DASHED LINE

AROUND

AREA DETAILED

PLAN OR DETAIL NUMBERX

NOTE: IN ADDITION TO THE FOLLOWING INFECTION CONTROL MEASURES OF ICRA

CLASS & PERMIT LEVEL IV, THE CONTRACTOR SHALL REVIEW THE VA SAFETY-QUALITY

CONTROL-INFECTION CONTROL DOCUMENTS IN THE SPECIFICATIONS.

DURING CONSTRUCTION:

A. ISOLATE HVAC SYSTEM IN AREA WHERE WORK IS BEING DONE TO PREVENT

CONTAMINATION OF DUCT SYSTEM.

B. COMPLETE ALL CRITICAL BARRIERS I.E. SHEET ROCK, PLYWOOD,

TO SEAL AREA FROM NON-WORK AREA BEFORE CONSTRUCTION BEGINS.

C. MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK SITE UTILIZING HEPA

EQUIPPED AIR FILTRATION UNITS. PROVIDE NEGATIVE AIR PRESSURE

MONITOR.

D. SEAL HOLES, PIPES, CONDUITS, AND PUNCTURES APPROPRIATELY.

E. CONSTRUCT ANTEROOM AND REQUIRE ALL PERSONNEL TO PASS THROUGH

THIS ROOM SO THEY CAN BE VACUUMED USING A HEPA VACUUM CLEANER

BEFORE LEAVING WORK SITE OR THEY CAN WEAR CLOTH OR PAPER

COVERALLS THAT ARE REMOVED EACH TIME THEY LEAVE THE WORK SITE.

G. DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETED PHASE

IS INSPECTED BY A SAFETY OFFICER AND INFECTION CONTROL

COORDINATOR AND THOROUGHLY CLEANED BY THE ENVIRONMENTAL

MANAGEMENT SERVICES.

UPON COMPLETION OF EACH PHASE OF CONSTRUCTION:

A. REMOVE BARRIER MATERIAL CAREFULLY TO MINIMIZE SPREADING OF DIRT

AND DEBRIS ASSOCIATED WITH CONSTRUCTION. BARRIERS TO BE REMOVED

AFTER 6:00 PM MON - SAT OR ANYTIME ON SUNDAYS.

B. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY

COVERED CONTAINERS.

C. COVER TRANSPORT RECEPTACLES OR CARTS. TAPE COVERING UNLESS

SOLID LID.

D. VACUUM WORK AREA WITH HEPA FILTERED VACUUMS.

E. WET MOP AREA WITH DISINFECTANT.

F. REMOVE ISOLATION OF HVAC SYSTEM IN AREAS WHERE WORK IS BEING

PERFORMED. RESTORE HVAC SYSTEM.

Approved: Associate Director

Approved: Chief Facilities Management

Approved: Manager / Engineer

Approved: Director

Approved: Union representative

Approved: Safety Officer

EQ-X

CPT1

W-X

E

EA EACH

E EAST

EWC ELECTRIC WATER COOLER

ELEC ELECTRIC (AL)

EL ELEVATION

ELEV ELEVATOR

EMER EMERGENCY

ENGR ENGINEER

EQ EQUAL

EQUIP EQUIPMENT

EXIST EXISTING

ETR EXISTING TO REMAIN

EXP EXPANSION

EXP BT EXPANSION BOLT

EJ EXPANSION JOINT

EXP EXPOSED

EXT EXTERIOR

EIFS EXTERIOR INSULATION AND

FINISH SYSTEM

F

FWC FABRIC WALL COVERING

FT FEET, FOOT

FGL FIBERGLASS

FIN FINISH

FIN GR FINISH GRADE

FDV FIRE DEPARTMENT VALVE

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER

CABINET

FHC FIRE HOSE CABINET

FP FIREPROOF

FIXT FIXTURE

FLASH FLASHING

FLEX FLEXIBLE

FLR FLOOR

FD FLOOR DRAIN

FLUOR FLUORESCENT

FTG FOOTING

FDTN FOUNDATION

FRMG FRAMING

FURN FURNACE, FURNITURE

G

GA GAGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GEN GENERATOR

GL GLASS

GL BLK GLASS BLOCK

GB GRAB BAR

GR GRADE

GRAN GRANITE

GFCI GROUND FAULT CIRCUIT INTERRUPTER

GUT GUTTER

GYP BD GYPSUM BOARD

H

HNDRL HANDRAIL

HDW HARDWARE

HDWD HARDWOOD

HD HEAD

HVAC HEATING, VENTILATING, AIR CONDITIONING

HT HEIGHT

HPT HIGH POINT

HC HOLLOW CORE

HM HOLLOW METAL

HORIZ HORIZONTAL

HB HOSE BIBB

HOSP HOSPITAL

HR HOUR

I

IN INCH

INFO INFORMATION

ID INSIDE DIAMETER

INSUL INSULATED,INSULATION

INT INTERIOR

J

JAN JANITOR

JT JOINT

K

KPL KICKPLATE

KIT KITCHEN

KB KNEE BRACE

L

LAB LABORATORY

LAM LAMINATE

LC LAUNDRY CHUTE

LV LAVATORY

LT LIGHT

LD LINEAR DIFFUSER

L CL LINEN CLOSET

LL LIVE LOAD

LLV LONG LEG VERTICAL

LPT LOW POINT

M

MACH MACHINE

MH MANHOLE

MFD MANUFACTURED

MFR MANUFACTURER

MRB MARBLE BASE

MRF MARBLE FLOOR

MKR BD MARKER BOARD

MO MASONRY OPENING

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MED MEDICAL

MC MEDICINE CABINET

MEMB MEMBRANE

MTL METAL

MIN MINIMUM, MINUTE

MISC MISCELLANEOUS

MOD MODIFIED

MLDG MOLDING

N

NAT FIN NATURAL FINISH

NOM NOMINAL

N NORTH

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NTS NOT TO SCALE

NO NUMBER

O

OFF OFFICE

OC ON CENTER

OPNG OPENING

OPP OPPOSITE

OPH OPPOSITE HAND

ORCH ORCHESTRA

ORN ORNAMENTAL

OD OUTSIDE DIAMETER

OH OVERHANG, OVERHEAD

OF/CI OWNER FURNISHED/

CONTRACTOR INSTALLED

O OXYGEN

P

P PAINT

PR PAIR

PNL PANEL

PTD PAPER TOWEL DISPENSER

PTN PARTITION

PERF PERFORATED

PC PIECE

PLAM PLASTIC LAMINATE

PLAS PLASTIC, PLASTER

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PCC PRECAST CONCRETE

PREFAB PREFABRICATE

PREFIN PREFINISH

PROD PRODUCTION

Q

QTY QUANTITY

QT QUARRY TILE

A

AFF ABOVE FINISHED FLOOR

ACST ACOUSTIC (AL)

ACT ACOUSTICAL CEILING TILE

APC ACOUSTICAL PANEL CEILING

AWP ACOUSTICAL WALL PANEL

AWT ACOUSTICAL WALL

ADJ ADJUSTABLE

A/C AIR CONDITIONING

AHU AIR HANDLING UNIT

ALT ALTERNATE

ALUM ALUMINUM

AB ANCHOR BOLT

AL ANGLE

APPROX APPROXIMATE

ARCH ARCHITECT (URAL)

ASPH ASPHALT

ASSY ASSEMBLY

AUTO AUTOMATIC

AWN AWNING

B

BALC BALCONY

BSMT BASEMENT

BM BEAM, BENCHMARK

BR BEDROOM

BLKG BLOCKING

BD BOARD

BOT BOTTOM

BRKT BRACKET

BRK BRICK

B CL BROOM CLOSET

BLDG BUILDING

BLT IN BUILT-IN

BUR BUILT-UP ROOFING

C

CAB CABINET

CPT CARPET

CSMT CASEMENT

CI CAST IRON

CB CATCH BASIN

CLG CEILING

CEM CEMENT

CL CENTER LINE

CER CERAMIC

CT CERAMIC TILE

CO CLEANOUT, CASED OPENING

CLR CLEAR, COLOR

CLO CLOSET

COL COLUMN

CMPST COMPOSITE

CONC CONCRETE

CMU CONCRETE MASONRY UNIT

CONSTR CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

COTR CONTRACTING OFFICER

CJ CONTROL JOINT

COP COPING

CU COPPER

CG CORNER GUARD

CORR CORRIDOR

CNTR COUNTER

CSK COUNTER SUNK

D

DMPF DAMPPROOFING

DL DEAD LOAD

DEMO DEMOLITION

DET DETAIL

DIA DIAMETER

DIFF DIFFUSER

DIM DIMENSION

DR DOOR, DRAIN

DH DOUBLE HUNG

DN DOWN

DS DOWNSPOUT

DWR DRAWER

DWG DRAWING

DF DRINKING FOUNTAIN

DUPL DUPLICATE

R

R RADIUS, RISER

RWD REDWOOD

REF REFERENCE, REFRIGERATOR

REINF REINFORCE

REQD REQUIRED

RB RESILIENT BASE

RF RESILIENT FLOORING

RA RETURN AIR

REV REVISION

RD ROOF DRAIN

RM ROOM

RO ROUGH OPENING

RS ROUGH SAWN

S

SCHED SCHEDULE

SECT SECTION

SHTHG SHEATHING

SHT SHEET

SHV SHELVING

SIM SIMILAR

S SOUTH

SP FIN SPECIAL FINISH

SPEC SPECIFICATION

SQ SQUARE

SF SQUARE FEET

SST STAINLESS STEEL

STD STANDARD

STL STEEL

STL JST STEEL JOIST

STOR STORAGE

STRUCT STRUCTURAL

S4S SURFACED FOUR SIDES

SUSP SUSPEND

SW SWITCH

SYMM SYMMETRICAL

T

TK BD TACKBOARD

TEL TELEPHONE

TV TELEVISION

TMPD TEMPERED

TEMP TEMPORARY

TER TERRAZZO

THK THICKNESS

TPD TOILET PAPER DISPENSER

T&G TONGUE AND GROOVE

TOS TOP OF SLAB, STEEL

T TREAD

TYP TYPICAL

U

UC UNDERCUT

UNFIN UNFINISH

UNO UNLESS NOTED OTHERWISE

V

VAC VACUUM

VR VAPOR RETARDER

VNR VENEER

VP VENEER PLASTER

VIF VERIFY IN FIELD

VERT VERTICAL

VEST VESTIBULE

VCT VINYL COMPOSITION TILE

VWC VINYL WALL COVERING

W

W CAB WALL CABINETS

WC WALL COVERING, WATER CLOSET

WP WATERPROOFING, WEATHER

PROOF, WORKING POINT

WT WEIGHT

WWF WELDED WIRE FABRIC

W

WF WIDE FLANGE

WDW WINDOW

W/ WITH

W/O WITHOUT

WD WOOD

WDP WOOD PANELING

KEYED NOTE

WALL TYPE

X

X WINDOW TREATMENT TYPE

EQUIPMENT

INTERIOR FINISH TYPE

FURNITURE, FIXTURE, EQUIPMENT

CONTRACT LIMIT LINE

COLUMN CENTER LINE

NEW WALL

DEMOLITION

EXISTING WALL

NORTH

APPROVED FOR CONSTRUCTION

DESIGN TEAM

ABBREVIATIONS OWNER

CODE REFERENCES

PROJECT DESCRIPTION

FACILITY MAP

SYMBOL LEGEND

BUILDING INFORMATION

WXISTING BUILDING AND PATIENT TOWER BUILT IN 1978

GENERAL NOTES

VICINITY MAP

INFECTION CONTROL MEASURES

ALTERNATE #1: REMOVE HINGED OPENING COUNTERTOP FROM SCOPE

AND REPLACE WITH SOLID SURFACE OVER PLYWOOD THAT IS SCREWED

DOWN

ALTERNATE #2: REDUCE SCOPE OF WALL PROTECTION REMOVAL TO

DIAYLYSIS PATIENT BAY AREA ONLY

ALTERNATE #3: EXISTING ACOUSTICAL CEILING GRID TO REMAIN, REPLACE

TILES ONLY

THIS PROJECT IS LOCATED IN BAY PINES FLORIDA AT THE C.W. BILL YOUNG VA

MEDICAL CENTER. THIS PROJECT WILL DESIGN A REFRESH OF THE ARCHITECTURAL

FINISHES TO THE DIALYSIS SUITE ON THE 4TH FLOOR OF BUILDING 100. THE ROOMS

INCLUDED ARE 4D114, 4D114A, 4D115, 4D116, 4D117, 4D118, AND 4D129. A&E SHALL

PROVIDE ALL NECESSARY DESIGN SERVICES AND CONSTRUCTION PERIOD

SERVICES REQUIRED TO ENSURE THAT THE GENERAL INTENTION OF THE

GOVERNMENT IS FULLY SATISFIED.

THIS WORK SHALL INCLUDE BUT NOT BE LIMITED TO ARCHITECTURAL & ELECTRICAL.

ALTERNATES

DESCRIPTIONSYMBOL

REFRESH HEMODIALYSIS

C.W. Bill Young Medical Center Department of Veterans Affairs

Architect

MPE Engineers

1050 E. Southern Ave. Suite 5, Tempe, Arizona 85282

AESUS Design Group

1050 E. Southern Ave. Suite 5, Tempe, Arizona 85282

AESUS Design Group

Orlando Gonzales (ogonzales@aesusdesign.com)

480-454-2861

David Combs (dcombs@aesusdesign.com)

480-454-2861

Structural Engineers

NORTH

PROJECT AREA

BUILDING OCCUPANCY:

INSTITUTIONAL GROUP I-2 PER IBC 308.3

ACCESSORY USE = STORAGE S-1

CONSTRUCTION TYPE:

EXISTING TYPE B

FIRE RESISTANCE IN ACCORDANCE WITH IBC TABLES 601 & 602

FULLY SPRINKLERED

BUILDING AREA: EXISTING

BUILDING HEIGHT: EXISTING

MINIMUM NUMBER OF EXITS (TABLE 1006.3.2)

OCCUPANT LOAD PER STORY MIN EXITS PER STORY

1-500 2

EXIT ACCESS TRAVEL DISTANCE (TABLE 1017.2)

I-2 OCCUPANCY WITH SPRINKLERS = 200 FEET

DEAD END CORRIDORS (IBC 1020.4)

I-2 OCCUPANCY WITH SPRINKLERS = 20 FEET

PROJECT SITE

A. ANY CHANGES MUST BE APPROVED BY CONTRACTING OFFICER

BEFORE DOING ANY ADDITIONAL WORK. WORK SCHEDULE TO BE

PERFORMED DURING REGULAR DAY SHIFT HOURS. ANY WORK

OUTSIDE OF REGULAR SCHEDULE REQUIRES APPROVAL FROM COR

14 CALENDAR DAYS IN ADVANCE.

B. COORDINATE STAGING AREA WITH COR, AND FIND INTERIOR

COVERED STORAGE ON SITE FOR MATERIALS THAT MUST BE

PROTECTED FROM ELEMENTS - COORDINATE WITH COR.

C. PERFORM WORK IN ACCORDANCE WITH VHA DIRECTIVE 2004-012

SAFETY AND HEALTH DURING CONSTRUCTION ACTIVITIES AND VHA

DIRECTIVE 7701 OCCUPATIONAL SAFETY AND HEALTH (OSH) .

D. WORK PERFORMED FOR THIS PROJECT MAY INTERRUPT SERVICE TO

ADJACENT AREAS AT TIMES BUT WILL NOT INTERRUPT OVERALL

FACILITY OPERATION. SEE ELECTRICAL FOR POWER INTERRUPTION

AND OUTAGE REQUIREMENTS.

E. CONTRACTOR TO VERIFY ALL DETAILS AGAINST EXISTING

CONDITIONS PRIOR TO PURCHASE OF EQUIPMENT AND PRIOR TO

CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR BRINGING ANY

DISCREPANCIES IN PLANS AND EXISTING SITE CONDITIONS TO

IMMEDIATE ATTENTION OF CONTRACTING OFFICER

REPRESENTATIVE.

F. CONTRACTOR SHALL PERFORM ALL WORK AND PROVIDE ALL

MATERIALS IN ACCORDANCE WITH CONSTRUCTION DRAWINGS &

SPECIFICATIONS. WHERE DISCREPANCIES ARE FOUND THE MORE

STRINGENT SHALL APPLY.

G. ONLY RELEVANT KEYNOTES ARE PROVIDED ON EACH SHEET.

1050 E. Southern Ave. Suite 5, Tempe, Arizona 85282

AESUS Design Group

David Combs (dcombs@aesusdesign.com)

480-454-2861

ISSUED SHEETS INDEX

Sheet Number Sheet Name

GENERAL

GI-001 COVER SHEET

GI-003 GENERAL NOTES

GI-004 GENERAL NOTES

GC-100 LEVEL 01 ARCHITECTURAL SITE PLAN

GC-104 LEVEL 04 OVERALL FLOOR PLAN

ARCHITECTURE

AD-100 LEVEL 04 PHASING FLOOR PLANS

AD-101 ICRA DETAILS

AD-104 LEVEL 04 DEMOLITION FLOOR PLAN

AD-204 LEVEL 04 DEMOLITION REFLECTED CEILING PLAN

AE-104 LEVEL 04 FLOOR PLAN

AE-204 LEVEL 04 REFLECTED CEILING PLAN

AE-355 CEILING AND ROOF TYPICAL DETAILS

AE-356 INTERIOR FINISH TYPICAL DETAILS

AI-104 LEVEL 04 INTERIOR FINISH FLOOR PLAN

ELECTRICAL

EP-000 SYMBOLS AND ABBREVIATIONS

EL-101 ELECTRICAL LIGHTING & DEMO PLAN

EL-102 PHOTOMETRIC (NORMAL LIGHTING)

EL-103 PHOTOMETRIC (LIFE SAFTEY)

ASBESTOS ABATEMENT

ACM-100 ACM NOTES

ACM-101 LEVEL 04 - ACM

Revisions: Date:

10000 Bay Pines Boulevard

Department of Veterans Affairs

Project No: 516-23-117

Bay Pines, FL 33744-8200

C.W Bill Young Medical Center

BUILDING CODE:

ACCESSIBILITY CODE & GUIDELINES:

2023 FLORIDA BUILDING CODE: ACCESSIBILITY, 8th EDITION

MECHANICAL CODE:

2023 FLORIDA BUILDING CODE: MECHANICAL, 8th EDITION

PLUMBING CODE:

2023 FLORIDA BUILDING CODE: PLUMBING, 8th EDITION

ELECTRICAL CODE:

NATIONAL ELECTRICAL CODE NFPA 70, NEC, 2020 EDITION

NFPA

AMERICAN NATIONAL STANDARD ASCE/SEI 7-22

NATIONAL FIRE PROTECTION AGENCY NFPA 101, 2021 EDITION

NFPA 1, 2021 EDITION

NFPA 241, 2021 EDITION

ANSI / ASHRAE STANDARD 62.1-2019

2023 FLORIDA BUILDING CODE: BUILDING, 8th EDITION 2023 FLORIDA BUILDING CODE: ENERGY CONSERVATION, 8th EDITION 2023 FLORIDA BUILDING CODE: EXISTING BUILDING, 8th EDITION

2023 FLORIDA BUILDING CODE: TEST PROTOCOLS FOR HIGH VELOCITY

HURRICANE ZONE, 8th EDITION

CC CONTRACTOR PROVIDED,

CONTRACTOR INSTALLED

VC VA PROVIDED, CONTRACTOR INSTALLED

VV VA PROVIDED, VA INSTALLED

H. AT COMPLETION OF EACH PHASE AND PRIOR TO START OF FOLLOWING

PHASE, CONTRACTOR IS TO ALLOW 7 DAYS FOR VA TO PERFORM TERMINAL

CLEANING OF THE NEWLY CONSTRUCTED AREA.

STAMPSTAMP

OR

LA

NDO

ER I K GONZALES

PRO F E S S I ONA L ENG

I N

EE

R

OUTSIDE OF

BUILDING EXISTING DECK- V.I.F.

FIRE RATED

PLYWOOD (REFER

TO ELEVATION)

COVER ALL RETURNS AT THE

GRATE/DIFFUSERS WITH FIRE RATED PLASTIC

SHEETINGAND SECURE WITH DUCT TAPE.

NEW WALL

PARTITION. REFER

TO INFECTION

CONTROL PLAN

FOR PARTITION

TYPE.

EXISTING FIRE SPRINKLER

MONTHLY

CHANGED HEPA

FILTER

SUPPLY DUCTS TO BE COVERED

WITH FIRE RATED PLASTIC

SHEETING AND SECURE WITH

DUCT TAPE TO KEEP DUST OUT.

SYSTEM

*MODIFICATION OF SPRINKLER

SYSTEM AS OUTLINED IN THE

SCOPE OF WORK CAN COMMENCE

UPON INSPECTION AND APPROVAL

OF CONSTRUCTION BARRIERS BY

VA

HEPA NEGATIVE AIR

UNIT

TYPE

WEEKLY CHANGED

(OR MORE AS

NEEDED) PRE-FILTER TAPE ALL SERVICES TO

PROTECT AGAINST

CONTAMINATION

A

O

V

TYPE A

FINISHED FLOORING TO BE KEPT CLEAN.

FLOORS NOT BEING REPLACED TO BE

PROTECTED

OR COVERED WITH ROSEN PAPER/FIRE

RATED PLYWOOD.

PLASTIC WINDOW

(ON ALL SIDES)

HEPA NEGATIVE AIR UNIT

GFCI OUTLET

A

EXHAUST DUCTS

(COVER THE GRATES

AND THE DIFFUSERS)

E

EXISTING WINDOW

A

FLEX

DUCT HEPA NEGATIVE AIR UNIT

ZIPPER SIDE ENTRY

EXISTING AIR PLENUM

FLEX DUCT

NEW WALL OVER

EXISTING WALL.

VIF EXISTING WALL.

REFER TO

INFECTION

CONTROL PLAN

FOR WALL

PARTITION TYPE.

MOBILE CONTAINMENT

CART WITH CANVAS/

1-1/4" SQAURE STEEL

TUBULAR FRAME

SWIVEL CASTERS

ABC TYPE FIRE EXTINGUISHER

ON PORTABLE FLOOR BRACKET

(ILSM MAY REQUIRE MORE THAN

ONE OR WALL MOUNTED). NEED

INSPECTION TAG AND MONTHLY

INSPECTION). (INITIALS/DATED).

THIS IS A

TYPE B

INDICATOR MUST BE AT -0.01 OR MORE NEGATIVE

(VERIFY DAILY), IF NOT VERIFY ALL OPENING SUCH

AS DOORS ARE CLOSED AND/OR CHANGE OUT

NEGATIVE AIR PRE-FILTER. (TYPICAL REGULATOR

INSTALLATION).

HARD

BARRIER TEMP. ANTE ROOM

POST ICRA, ILSM, FIRE

INSPECTION SHEETS

VISIBLE TO PUBLIC

POST ICRA, ILSM,FIRE

INSPECTION SHEETS

VISIBLE

TO PUBLIC

ICRA, ILSM

FIRE WATCH

MISC. FORMS

FRAMED PICTURE

OF C.O.R. WITH

CONTACT

INFORMATION

PROVIDE STICKY MATS

(CHANGED END OF SHIFT

OR MORE IF NECESSARY

TO MAINTAIN

CLEANLINESS).

TYPICAL IDEAL CONSTRUCTION LAYOUT

1/2" = 1'-0"

BOTTOM OF METAL DECK

EXISTING FLOOR/ROOF DECK

QUICK SET FIRE STOP QUICK SET FIRE STOP

ANTE ROOM ELEVATION

1/2" = 1'-0"

4 7/8" BOTTOM OF METAL DECK

EXISTING FLOOR/ROOF DECK

PLASTIC

CADDY

INDICATOR MUST BE AT -0.01 OR MORE NEGATIVE

AT ALL TIMES

INDICATOR

(REFER TO

PLAN &

ELEVATION)

CONST. SUPERVISOR

NAME AND CELL

PHONE

CHILLER PLANT AFTER HOURS

CALL (VA PROVIDED #)

IN-HOUSE PHONE (VA #) FIRE EMERGENCY DIAL

RESTRICTED AREA

AREA UNDER

CONSTRUCTION

PERSONNEL ENTERING MUST HAVE: HARD HAT,

SAFETY GLASSES AND PROPER I.D.

COMING SOON!!!

-DESCRIPTION OF NEWLY PROPOSED OCCUPANCY-

CROSS SECTION 'A-A'

1/2" = 1'-0"

MOBILE CONTAINMENT CART (CONST. BARRIER TYPES)

1/2" = 1'-0"

2' X 4' SUSPENDED

ACOUSTICAL CEILING AS

SCHEDULED ON FLOOR

PLAN.

2' X 4' SUSPENDED

ACOUSTICAL CEILING AS

SCHEDULED ON FLOOR

PLAN.

EXISTING FINISH CEILING TO

REMAIN

4 7/8"

TYPE A NOTE:

1. ALL TEMPORARY CONSTRUCTION BARRIERS TO BE 1

-HOUR RATED UTILIZING 5_

" TYPE "X" GYPSUM BOARD.

2. DURING CONSTRUCTION OF THE CONTAINMENT

WALLS, PROVIDE PLASTIC PER SPECIFICATION

REQUIREMENTS TO PROTECT AREA FROM DUST.

WALL CONSTRUCTION TYPES (DETAILS)

1/2" = 1'-0"

4" RUBBER COVE TO MATCH

EXISTING AREA BASE @ BOTH

SIDES

TYPE B

4 7/8"

4" RUBBER COVE TO MATCH

EXISTING AREA BASE @ BOTH

SIDES

TYPE C UL DESIGN NO. 497

EXISTING WALL TO REMAIN

W A

L L H

E

IG

H T

V A

R

IE

S

C E

IL

IN

G H

E

IG

H T

F

IE

L D

V E

R

IF

Y

F L E

X D

U C

T

F

IE

L D

V E

R

IF

Y W

A L L H

E

IG

H T

V A

R

IE

S

C E

IL

IN

G H

E

IG

H T

W A

L L H

E

IG

H T

V A

R

IE

S

F

IE

L D

V E

R

IF

Y

C E

IL

IN

G H

E

IG

H T

T O

R E

M A

IN

E X

IS

T

IN

G

W A

L L T

O R

E M

A

IN

V .I .F

A P

P R

O X

A .F

.F

A D

J U

S T

A B

L E

H E

IG

H

T

A D

J U

S T

A B

L E

H E

IG

H

T

AT EXISTING WALLS

CONTRACTOR TO REMOVE, STORE, AND REINSTALL WINDOW.

THIS MAY BE REQUIRED FOR MULTIPLE WINDOWS,

DEPENDING ON THE LOCATION OF PARTICULAR PHASES.

BOTTOM OF METAL DECK

ALL NEGATIVE AIR TO BE

VENTED OUTSIDE.

UL DESIGN NO. 419

3 5/8" INSULATED WALL WITH 16 GA.

METAL STUDS AT 16" O.C. WITH 5/8"

TYPE X GYPSUM BOARD EACH SIDE.

WALL TO EXTEND TO STRUCTURAL

METAL DECKING. INSTALL WHITE FRP

ON NON-CONSTRUCTION SIDE OF

WALL & ENSURE WALL SURFACE IS

SEALED

3 5/8" INSULATED WALL WITH 16 GA.

METAL STUDS AT 16" O.C. WITH 5/8"

GYPSUM BOARD EACH SIDE. WALL TO

EXTEND TO STRUCTURAL METAL

DECKING. INSTALL WHITE FRP ON

NON-CONSTRUCTION SIDE OF WALL &

ENSURE WALL SURFACE IS SEALED

3 5/8" INSULATED WALL WITH 16 GA.

METAL STUDS AT 16" O.C. WITH 2

LAYERS 5/8" GYPSUM BOARD ONE SIDE.

WALL TO EXTEND TO STRUCTURAL

METAL DECKING. INSTALL WHITE FRP

ON NON-CONSTRUCTION SIDE OF WALL

& ENSURE WALL SURFACE IS SEALED

CONSTRUCTION CORE

LOCKSET TO RECEIVE A

SFIC-7 PIN CORE

(LOCKED AT ALL TIMES)

EXTEND EXHAUST DUCT

TO PLENUM. VA TO

PROVIDE SPECIFIC

ROUTE TO THE

EXTERIOR OF THE

BUILDING.

EXHAUST MUST

BE DUCTED TO

EXTERIOR OF

BUILDING

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

DESIGNER OF RECORD STAMPCONSULTANT

7 8 9 10321 4 5 6

Architecture, Engineering, and, Sustainable Design 1050 E. Southern Ave, Suite #D, Tempe, Arizona 85282, (480) 454-2861

KEY PLAN NTS NORTH

A u to d e s k D o c s /A

E S

U S

P ro je c ts

/5

-2

-1

V A

-B a y P in e s H e m o d ia ly s is

A

R C

H

.r v t

/8 /2

:2

:4

P

M

AD-101

ICRA DETAILS C.W. Bill Young Medical Center

Building 100 4th Floor Refresh

Hemodialysis

10000 Bay Pines Blvd, Bay Pines, FL 33744

516-23-117

11/08/2024 AESUS AESUS

Bid Documents Submission 100

Revisions: Date:

EXTEND EXHAUST DUCT TO

PLENUM. VA TO PROVIDE SPECIFIC

ROUTE FOR THE DUCT TO THE

EXTERIOR OF THE BUILDING.

STAMPSTAMP

OR

LA

NDO

ER I K GONZALES

PRO F E S S I ONA L ENG

I N

GENERAL CONTINUED

GOVERNING CODES

GENERAL: THE VA HAS ADOPTED THE LATEST EDITION OF THE FOLLOWING

CODES AND STANDARDS AS A MINIMUM FOR ALL PROJECTS PERFORMED IN

THE MODERNIZATION, ALTERATION, ADDITION, OR IMPROVEMENT OF ITS

REAL PROPERTY AND THE CONSTRUCTION OF NEXT STRUCTURES. VA

DESIGN MANUALS AND MASTER SPECIFICATIONS SPECIFY OTHER CODES

AND STANDARDS THE VA FOLLOWS ON ITS PROJECTS:

GENERAL

1. CONTRACTOR SHALL SUBMIT REQUEST FOR INFORMATION (RFI'S)

REGARDING ANY KNOWN DISCREPANCIES WITH THE CONTRACT

DOCUMENTS OR UNFORESEEN SITE CONDITIONS TO THE VA AND THE

ARCHITECT FOR CLARIFICATION PRIOR TO NOTICE TO PROCEED.

2. DIMENSIONS SHALL NOT BE SCALED FROM THE PLANS, SECTIONS,

ELEVATIONS OR DETAILS. ALL DRAWINGS ARE APPROXIMATE AND ARE

GIVEN FOR ESTIMATING PURPOSES.

3. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR, EQUIPMENT,

TRANSPORTATION AND SERVICES NECESSARY FOR THE SATISFACTORY

COMPLETION OF THE WORK.

4. A PRE-CONSTRUCTION CONFERENCE BETWEEN THE VA COR, OTHER VA

PROJECT STAKE HOLDERS, THE ARCHITECT, AND THE CONTRACTOR WITH

ALL OF HIS MAJOR SUBCONTRACTORS SHALL BE HELD IMMEDIATELY

AFTER SIGNING OF THE OWNER-CONTRACTOR AGREEMENT AND PRIOR TO

THE START OF ANY WORK.

5. UNLESS OTHERWISE NOTED, DIMENSIONS ARE TO COLUMN CENTERLINE,

FACE OF FINISH PARTITION, FACE OF MASONRY WALLS AND FACE OF

EXISTING WALLS.

6. ALL CUTTING AND PATCHING SHALL BE DONE BY THE GENERAL

CONTRACTOR AS OUTLINED IN THE GENERAL CONDITIONS OF THE

SPECIFICATIONS. PATCHES IN FINISH SURFACES SHALL MATCH THE

ADJACENT SURFACES IN MATERIAL, FINISH AND QUALITY.

7. ALL SOUND RATED WALLS OR PARTITIONS SHALL EXTEND TO THE

UNDERSIDE OF THE STRUCTURE OR DECK ABOVE UNLESS OTHERWISE

NOTED. THESE PARTITIONS SHALL BE ENTIRELY SEALED OFF WITH

CLOSURE GASKETS AND/OR ACOUSTICAL SEALANT AT BOTTOM, TOP,

SIDES AND ANT OTHER ABUTMENT WHERE A SOUND LEAK WOULD

OTHERWISE OCCUR. ALL PENETRATIONS SUCH AS PIPING, CONDUITS,

DUCTS, ETC., IN SUCH PARTITIONS SHALL BE PACKED AND SEALED ALONG

THE PERIMETER OF THE PENETRATION.

8. DUE TO MANUFACTURER'S VARIATION WITH SIZE OF EQUIPMENT,

CASEWORK, PLUMBING FIXTURES, ETC., ALL DIMENSIONS REFERRING TO

THE SPACE WHERE SUCH ITEMS ARE BUILT-IN SHALL BE VERIFIED WITH

THE ITEM SUPPLIED.

9. GENERAL CONTRACTOR AND THE SUBCONTRACTORS THAT ARE A

SERVICE PROVIDER TO THE VETERANS AND VETERAN AFFAIRS

HEALTHCARE ARE TO WEAR APPROPRIATE ATTIRE, I.E. CLEAN CLOTHING IN

THE COMMON AREA EXCLUDING THE WORK AREA.

10. CUTTING OF HOLES THROUGH CONCRETE SHALL BE BY DIAMOND CORE

DRILL OR PNEUMATIC HAMMER. IMPACT ELECTRIC MANUAL HAMMER TYPE

DRILLS WILL NOT BE ALLOWED.

11. JACKHAMMER NO HEAVIER THAN 70 LBS SHALL BE USED WHEN REMOVING

LIGHT-WEIGHT LATEX MASTIC CONCRETE TOPPINGS.

12. CONTRACTOR TO PROVIDE COLOR COPIES OF MARKED-UP RECORD SET

PLANS TO VA CONTRACTING OFFICER UPON PROJECT COMPLETION.

13. SPECIAL TOOLS: IF ANY PART OF EQUIPMENT FURNISHED UNDER THIS

CONTRACT REQUIRES SPECIAL TOOLS FOR MAINTENANCE, ADJUSTMENT,

SETTINGS OR DISASSEMBLY/REASSEMBLY, THESE TOOLS SHALL BE

FURNISHED WITH EQUIPMENT AS A STANDARD ACCESSORY.

14. THE CONTRACTOR SHALL TAKE FIELD MEASUREMENTS AND VERIFY FIELD

CONDITIONS WITH THE CONTRACT DOCUMENTS BEFORE COMMENCING

ACTIVITIES. THE CONTRACTOR SHALL VERIFY AND RELATIVE TO THE

SURROUNDING CONSTRUCTION. PRIOR TO SUBMISSION OF BIDS, THE VA

CONTRACTING OFFICER AND D.O.R. SHALL BE NOTIFIED IN WRITING OF ANY

CONFLICTS, ERRORS OR OMISSIONS. NO ADDITIONAL CHARGES BY

CONTRACTOR SHALL BE ALLOWED FOR DISCREPANCIES BETWEEN

EXISTING CONDITIONS AND NEW CONSTRUCTION THAT COULD HAVE BEEN

IDENTIFIED DURING EXAMINATION.

15. CONTRACTOR TO PATCH AND REPAIR ALL WALLS, FLOORS, CEILINGS AND

OTHER ITEMS DAMAGED DURING CONSTRUCTION TO MATCH

EXISTING/INTENDED FUNCTIONS AND CONDITIONS.

16. CONTRACTOR TO LOCATE ALL "V.A. RETAINED" MATERIAL TO THE

LOCATION DIRECTED BY VA CONTRACTING OFFICER; VA CONTRACTING

OFFICER WILL COORDINATE WITH CONTRACTOR.

17. ALL MATERIAL NOT IDENTIFIED AS "V.A. RETAINED" IS TO BE REMOVED

FROM THE WORK AREA BY CONTRACTOR.

18. REMOVE AND RELOCATE OR REROUTE ANY UTILITIES WHICH PRESENT AN

OBSTRUCTION TO GENERAL CONSTRUCTION FOR THIS PROJECT. PRIOR

TO REMOVAL REPORT FINDINGS TO COR.

19. UTILITIES SHALL BE RUN CONCEALED EXCEPT IN UNFINISHED AREAS.

20. ALL PENETRATIONS THROUGH FLOORS AND SMOKE BARRIERS SHALL BE

TIGHTLY SEALED AND FIRE-STOPPED. ANY EXISTING CORE CUTS ARE TO

BE FILLED WITH SIMILAR MATERIAL USING 12- GAUGE BACKING PLATE.

21. CONTRACTOR TO MAINTAIN EXISTING CORRIDOR RATINGS DURING

CONSTRUCTION.

22. CONTRACTOR TO PROVIDE 5/8" TYPE "X" GYP. BOARD INTERIOR

TEMPORARY WALL SEPARATING OCCUPIED SPACES FROM PROJECT

AREA(S). BARRIER TO BE AIR-TIGHT FLOOR TO CEILING WITH SECURED

OPENING. FOR EXTERIOR, CONTRACTOR TO PROVIDE 5/8" FIRE-RATED

DENSGLASS FOR TEMPORARY WALL SEPARATING OCCUPIED SPACES

FROM PROJECT AREA(S). PROVIDE WALK- OFF\ MATS AT INTERIOR ENTRY

TO PROJECT AREA.

23. PROVIDE 6" SOUND-ATTENUATING BLANKET OVER ALL ROOMS EXCEPT

WAITING AREAS, CORRIDORS AND ROOMS WITH HARD GYPSUM BOARD

LIDS. PROVIDE 6" SOUND-ATTENUATING BLANKET OVER CONFERENCE

ROOMS. ALL WALLS SHALL HAVE SOUND BATTS ACHIEVING MINIMUM

STC-44. THE ENCLOSURE IN THE INTERSTITIAL SPACE SHALL BE STC-45.

CAULK AND SEAL ALL WALL PENETRATIONS, AND SEAL EDGES OF GYPSUM

BOARD.

24. ALL PRODUCTS & MANUFACTURERS SHALL BE VERIFIED WITH VA COR

THROUGH SUBMITTAL PROCESS.

25. THE GENERAL CONTRACTOR & ALL SUBCONTRACTORS SHALL CAREFULLY

& THOROUGHLY EXAMINE THE PROJECT SITE, FIELD VERIFY ALL

CONDITIONS, GRADES, ELEVATIONS & DIMENSIONS OF THE VARIOUS

FEATURES OF THE EXISTING SITE CONDITIONS. ANY DISCREPANCIES &/OR

CONDITIONS NEEDING CLARIFICATION SHALL BE REPORTED IMMEDIATELY

TO THE VA COR BEFORE BEGINNING WORK.

26. THE GENERAL CONTRACTOR & ALL SUBCONTRACTORS SHALL BE SOLELY

RESPONSIBLE FOR THE ENFORCEMENT OF ALL REQUIREMENTS &

REGULATIONS, & ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH

STANDARDS, LAWS AND REGULATIONS. ALL CONSTRUCTION FABRICATION

& INSTALLATIONS SHALL CONFORM TO THE LATEST ADOPTED EDITIONS OF

FEDERAL, STATE AND LOCAL CODES, REGULATIONS & ORDINANCES OF

THE GOVERNING AGENCY HAVING JURISDICTION OVER THE PROJECT.

27. DUE TO THE REPROGRAPHICS PROCESS, THESE PLANS MAY NOT BE

ACCURATE TO SCALE. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER

THE SCALE SHOWN & IN NO CASE SHALL WORKING DIMENSIONS BE

SCALED FROM THE PLANS, SECTIONS, ELEVATIONS OR DETAILS.

GENERAL CONTINUED

28. THE ELECTRICAL DRAWINGS ARE SUPPLEMENTARY TO THE

ARCHITECTURAL DRAWINGS. SHOULD THERE BE ANY DISCREPANCY

BETWEEN THE VARIOUS DRAWINGS, IT SHALL BE BROUGHT TO THE

ARCHITECT'S ATTENTION FOR CLARIFICATION.

29. THE CONTRACTOR SHALL CONSULT THE ELECTRICAL DRAWINGS FOR

LOCATION OF ALL ROUGH OPENINGS THROUGH WALLS & FLOOR SLABS &

NOTIFY THE ARCHITECT OF ANY ITEMS THAT DO NOT CONFORM WITH THE

INTENT INDICATED ON THESE DRAWINGS.

30. THE CONTRACTOR SHALL COORDINATE WITH THE VA'S REPRESENTATIVE

FOR INSTALLATION OF ANY SPECIAL EQUIPMENT NOT SHOWN IN THESE

DRAWINGS. THE CONTRACTOR SHALL VERIFY EQUIPMENT LOCATIONS

WITH THE VA'S REPRESENTATIVE AND/OR EQUIPMENT MANUFACTURER

FOR PROPER SIZE AND LOCATION OF FOUNDATION OR SLAB

DEPRESSIONS, DRAINS, AND WARPS.

31. LARGER SCALE DETAILS GOVERN OVER SMALLER SCALE DETAILS.

32. THE CONTRACTOR SHALL COMPLY WITH SAFETY RESTRICTIONS AS

REQUIRED FOR WORKERS AND PEDESTRIAN PROTECTION DURING THE

ENTIRE CONSTRUCTION PROCESS.

33. RUBBISH AND DEBRIS RESULTING FROM THE WORK OF VARIOUS TRADES

SHALL BE REGULATED, COLLECTED AND REMOVED FROM THE PROJECT

SITE AND LEGALLY DISPOSED OF PRIOR TO DELIVERY OF MATERIALS TO

THE CONSTRUCTION ZONE AND AT THE END OF THE WORK SHIFT. THE

CONTRACTOR SHALL COORDINATE WITH THE VA'S REPRESENTATIVE FOR

AN ACCEPTABLE ACCESS ROUTE AND TIME. UNDER NO CIRCUMSTANCES

SHALL THE CONTRACTOR, HIS SUBCONTRACTORS, OR ANY OF THEIR

EMPLOYEES USE ANY AREA OUTSIDE THE CONSTRUCTION ZONE WITHOUT

PRIOR CLEARANCE FROM THE VA'S REPRESENTATIVE.

34. ANY REVISION OR ADDITIONAL WORK REQUIRED DUE TO FIELD

CONDITIONS OR LOCAL GOVERNING AUTHORITIES SHALL BE BROUGHT TO

THE ATTENTION OF THE ARCHITECT AND CONTRACTING OFFICER BEFORE

PROCEEDING REGARDLESS OF COST, TIME OR MATERIAL INCREASE.

35. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL

FINISHES & MATERIALS, & FOR REPAIRING AND/OR REPLACING ALL ITEMS

THAT ARE DAMAGED OR SOILED DURING CONSTRUCTION AS REQUIRED TO

THE VA CONTRACTING OFFICER'S APPROVAL AT NO ADDITIONAL COST TO

THE VA.

36. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CODES LISTED

UNDER THE PROJECT DATA HEADING ON THIS SHEET. IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH ALL CODES AND

ORDINANCES, CITY OR STATE, AS REQUIRED FOR THE CONSTRUCTION OF

THIS PROJECT. WHERE ANY CONFLICTS OCCUR BETWEEN FEDERAL,

STATE AND LOCAL LAWS, CODES, ORDINANCES, AND REGULATIONS, THE

MOST STRINGENT SHALL GOVERN.

37. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE

REQUIREMENTS OF BOTH THE VA AND FAR.

38. ALL ITEMS TO BE REMOVED AND RELOCATED SHALL BE HANDLEDWITH

PROPER CARE AND STORED IN A SAFE LOCATION TO PREVENT DAMAGE.

DAMAGED ITEMS WILL NEED TO BE REPLACED AT CONTRACTOR'S

EXPENSE.

39. THE CONTRACTOR SHALL PROVIDE WRITTEN REQUESTS FOR UTILITY

SHUTDOWNS TO THE VA'S REPRESENTATIVE AT LEAST 21 DAYS PRIOR TO

THE EVENT. WORK REQUIRING SHUTDOWNS MAY BE REQUIRED TO BE

PERFORMED OUTSIDE NORMAL WORK HOURS.

40. IF WORK ADJOINS AREAS THAT WILL BE OCCUPIED DURING

CONSTRUCTION, THE CONTRACTOR AND SUBCONTRACTORS SHALL

COOPERATE WITH THE VA TO MAINTAIN CONTINUOUS OPERATION. IF

CONFLICTS OCCUR, THE INTERESTS OF THE VA SHALL GOVERN. THE

CONTRACTOR SHALL MAKE EVERY EFFORT TO MINIMIZE THE IMPACT OF

CONSTRUCTION IN AFFECTED AREAS.

41. DUST SCREENS OF EITHER PLASTIC CURTAINS OR GYPSUM BOARD

PARTITIONS SHALL BE MAINTAINED ADJACENT TO & SEPARATING AREAS

OF CONSTRUCTION FROM ADJOINING OCCUPIED AREAS. SCREENS SHALL

EXTEND A DISTANCE TO ALLOW WORK WITHOUT DISRUPTING THE

ADEQUATE FUNCTIONING OF THE FACILITY CIRCULATION. SCREENS SHALL

BE RELOCATED AS NECESSARY FOR EA. PHASE OF THE PROJECT.

CONTRACTOR SHALL COORDINATE WITH COR FOR THE SCREEN

LOCATIONS.

42. ALL REQUIRED EXITS FROM OCCUPIED PORTIONS OF THE BUILDING MUST

BE MAINTAINED AT ALL TIMES. THE CONTRACTOR SHALL ESTABLISH

PROCEDURES TO MINIMIZE CIRCULATION OF CONSTRUCTION PERSONNEL

AND MATERIALS THROUGH OCCUPIED PORTIONS OF THE BUILDING. THE

CONTRACTOR SHALL IMMEDIATELY CLEAN DUST AND DIRT FROM

CORRIDOR AREAS NOT PROTECTED BY DUST SCREENS.

43. STORAGE OF ALL MATERIALS, EQUIPMENT & SUPPLIES SHALL BE LIMITED

TO SCHEDULED AREAS OF WORK IN PROGRESS, OR DESIGNATED

EXTERIOR LOCATIONS APPROVED BY & ARRANGED W/ THE VA COR.

44. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING, BACKING,

FRAMING, HANGERS OR OTHER SUPPORT FOR ALL FIXTURES, EQUIPMENT,

CASEWORK, FURNISHINGS AND ALL OTHER ITEMS AS REQUIRED,

INCLUDING BUT NOT LIMITED TO: TOWEL BARS, GRAB BARS, WINDOW

TREATMENT, TELEPHONE BACKBOARDS, WATER HEATERS, AND

CABINETRY.

45. THE GENERAL CONTRACTOR SHALL NOT MAKE ANY SUBSTITUTION OF

MATERIALS OR EQUIPMENT WITHOUT THE WRITTEN CONSENT OF THE

VA REPRESENTATIVE.

46. COMPLETED CONSTRUCTION SHALL BE CLEANED, LABELS REMOVED, & ALL

OTHER TOUCH-UP COMPLETED TO THE SATISFACTION OF THE VA

REPRESENTATIVE PRIOR TO FINAL ACCEPTANCE.

47. WHERE PAVING, WALKS AND/OR LANDSCAPED AREAS ARE DISTURBED OR

DAMAGED DURING CONSTRUCTION, THEY SHALL BE REPAIRED OR

REPLACED TO MATCH EXISTING CONDITIONS AT CONTRACTORS EXPENSE.

48. THE GENERAL CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER

IMMEDIATELY OF ANY SPECIFIED MATERIALS OR EQUIPMENT WHICH ARE

EITHER UNAVAILABLE OR WILL CAUSE A DELAY IN THE CONSTRUCTION

COMPLETION SCHEDULE.

49. ALL GYPSUM BOARD SURFACES, WALLS AND CEILINGS SHALL BE TAPED

AND FEATHERED SMOOTH TO RECEIVE WALL FINISH. ALL WALLS AND

CEILINGS SHALL RECEIVE A MINIMUM OF ONE COAT SEALER AND PAINT TO

COVER. WATER RESISTANT TYPE "GREEN" BOARD SHALL BE USED IN ALL

RESTROOMS, SHOWERS, AND EXTERIOR AREAS.

50. ALL SUBCONTRACTORS SHALL MAINTAIN THE PREMISES CLEAN AND FREE

FROM ALL TRASH AND DEBRIS. THE FIXTURES, EQUIPMENT, GLAZING,

FLOORS, ETC. SHALL BE LEFT CLEAN AND READY FOR EITHER THE NEXT

TRADE OR OCCUPANCY.

51. NO HAZARDOUS MATERIALS SHALL BE USED OR STORED AT THE PROJECT

SITE WHICH EXCEED THE QUANTITIES LISTED IN U.B.C. TABLE 3-D AND 3-E.

52. THE CONTRACTOR SHALL THOROUGHLY CAULK, FLASH &/OR SEAL

AROUND

ALL WALL &/OR ROOF PENETRATIONS THAT ARE MADE AS PART OF THE

CONTRACT WORK TO CREATE A WATERTIGHT CONDITION.

53. ALL EXIT DOORS ARE TO BE OPERABLE FROM THE INSIDE WITHOUT THE

USE OFA KEY OR SPECIAL KNOWLEDGE. FLUSH BOLTS OR SURFACE BOLTS

ARE PROHIBITED (ALSO APPLIES TO GATES).

54. THE MAXIMUM EFFORT REQUIRED TO OPERATE DOORS SHALL NOT

EXCEED 5 LBS. FOR EXTERIOR DOORS AND 5 LBS. FOR INTERIOR DOORS,

SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO

HINGED DOORS, AND AT THE CENTER PLANE OF SLIDING OR FOLDING

DOORS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO

OPERATE THE DOOR MAY BE INCREASED TO 15 LBS WHEN ALLOWED BY

AUTHORITY HAVING JURISDICTION.

55. ALL DOOR HARDWARE TO BE LEVER-TYPE AND SHALL BE INSTALLED @

3'-0" A.F.F., UNLESS OTHERWISE NOTED.

56. PROVIDE FLOOR MOUNTED STOPS, 4" MAX. FROM WALL FOR ALL DOORS

UNLESS OTHERWISE NOTED.

57. ALL PRIMARY ENTRANCES TO THE BUILDING SHALL BE ACCESSIBLE PER

NFPA 101. BUILDING ENTRANCES SHALL BE IDENTIFIED BY SIGN WITH

THE INTERNATIONAL SYMBOL OF ACCESSIBILITY, A WHITE FIGURE ON A

BLUE BACKGROUND, PER NFPA 101.

58. THE PATH OF EXIT TRAVEL SHALL BE IDENTIFIED BY EXIT SIGNS PER

NFPA 101. EXIT SIGNS SHALL BE READILY VISIBLE FROM ANY DIRECTION

OF APPROACH. EXIT SIGNS SHALL BE LOCATED AS NECESSARY TO

CLEARLY INDICATE THE DIRECTION OF EXIT TRAVEL. ALL EXIT SIGNS

SHALL BE INTERNALLY ILLUMINATED WITH MINIMUM 6" HIGH LETTERS

PER NFPA 101, C.F.C. SECTION 12.108(a). THE CONTRACTOR SHALL

COORDINATE LOCATION OF ALL EXIT SIGNS WITH VA COR AND

ARCHITECT PRIOR TO INSTALLATION.

59. EACH VENT SHALL RISE VERTICALLY TO A POINT NOT LESS THAN SIX (6)

INCHES ABOVE THE FLOOD-LEVEL RIM OF THE FIXTURE SERVED BEFORE

OFFSETTING HORIZONTALLY OR BEFORE BEING CONNECTED TO ANY

OTHER VENT.

60. THE CONTRACTOR SHALL PROVIDE WITH CD / DVD ELECTRONIC COPY

OF ASBUILT. PER SECTION: 010000 1.14.

1. VA DIRECTIVES, DESIGN MANUALS, MASTER SPECIFICATIONS, VA

NATIONAL CAD STANDARD APPLICATION GUIDE AND OTHER GUIDANCE

IN THE TECHNICAL INFORMATION LIBRARY (TIL) HTTP://.CFM.VA.GOV/TIL/

2. INTERNATIONAL BUILDING CODE (IBC) INCLUDING INTERNATIONAL

MECHANICAL AND PLUMBING CODES

3. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 101 LIFE SAFETY

CODE (SEE NOTES BELOW)

4. NFPA NATIONAL FIRE CODES Y/WITH THE EXCEPTION OF NFPA 5000 AND

NFPA 900 OCCUPATIONAL, SAFETY AND HEALTH ADMINISTRATION (OSHA

STANDARDS.

5. NATIONAL STANDARD PLUMBING CODE (NSPC).

6. SAFETY CODE FOR ELEVATORS AND ESCALATORS A 17. 1, PUBLISHED BY

AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME).

7. ASME BOILER AND PRESSURE VESSEL CODE.

8. ASME CODE FOR PRESSURE PIPING.

9. UNIFORM FEDERAL ACCESSIBILITY STANDARDS (UFAS), INCLUDING VA

SUPPLEMENT BARRIER FREE DESIGN GUIDE.

10. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (API 318),

PUBLISHED BY THE AMERICAN CONCRETE INSTITUTE.

11. MANUAL OF STEEL CONSTRUCTION, LOAD AND RESISTANCE FACTOR

DESIGN SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS,

PUBLISHED BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION

(AISC).

12. ENERGY POLICY ACT OF 2005 (EPACT).

13. DOE INTERIM FINAL RULE: ENERGY CONSERVATION STANDARDS FOR

NEY/ FEDERAL, COMMERCIAL AND MULTI-FAMILY HIGH-RISE RESIDENTIAL

BUILDINGS AND NEW L0W RISE RESIDENTIAL BUILDINGS,10 CFR PARTS

433, 434 AND 455.

14. FEDERAL LEADERSHIP IN HIGH PERFORMANCE AND SUSTAINABLE

BUILDINGS: MEMORANDUM OF UNDERSTANDING (MOU).

15. EXECUTIVE ORDER 13423: STRENGTHENING FEDERAL ENVIRONMENTAL,

ENERGY, TRANSPORTATION MANAGEMENT.

16. THE PROVISIONS FOR CONSTRUCTION AND SAFETY SIGNS, STATED IN

GENERAL REQUIREMENTS SECTION 01 010 OF THE VA MASTER

CONSTRUCTION SPECIFICATION.

17. VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY -- ASHRAE

STANDARD 62.1 -- 2007, PUBLISHED BY THE AMERICAN S0CIEfY OF HEX

\TING, REFRIGERATING AND AIR--CONDITIONING ENGINEERS, INC.

SAFETY STANDARD FOR REFRIGERATION SYSTEMS -- ASHRAE

STANDARD 15-- 2007, PUBLISHED BY THE AMERICAN SOCIETY OF

HEATING, REFRIGERATING AND AIR-- CONDITIONING ENGINEERS, INC.

GREENlNG THE GOVERNMENT THROUGH LEADERSHIP IN

ENVIRONMENTAL MANAGEMENT-EXECUTIVE ORDER 13148.

18. DESIGN GUIDE FOR HUMIDITY CONTROL IN COMMERCIAL AND

INSTITUTIONAL BUILDINGS; 2001, PUBLISHED BY THE AMERICAN SOCIETY

OF HEATING, REFRIGERATING AND AIR-CONDITIONING ENGINEERS, INC.

19. THE JOINT COMMISSION (TJC) ENVIRONMENT OF CARE EMERGENCY

MANAGEMENT AND LIFE SAFETY STANDARDS.

20. VHA NATIONAL CENTER FOR PATIENT SAFETY, DEPARTMENT OF

VETERANS AFFAIRS (MOST CURRENT ED.).

HTTPS://WWW.PATIENTSAFETY.VA.GOV/

NOTE

1. NFPA101 PRIMARILY ADDRESSES LIFE SAFETY AND FIRE PROTECTION

FEATURES WHILE THE IBC ADDRESSES A WIDE RANGE OF

CONSIDERATIONS, INCLUDING, BUT NOT LIMITED TOO STRUCTURAL

STRENGTH, STABILITY, SANITATION, ADEQUATE LIGHT AND VENTILATION,

AND ENERGY CONSERVATION. VA BUILDINGS MUST MEET THE

REQUIREMENTS OF NFPA 101 AND DOCUMENTS REFERENCED BY

NFPA101 IN ORDER TO COMPLY WITH THE ACCREDITATION

REQUIREMENTS OF THE JOINT COMMISSION. THEREFORE, DESIGNS

SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF

NFPA 101 AND DOCUMENTS REFERENCED THEREIN. DESIGN FEATURES

NOT ADDRESSED BY NFPA 101 OR DOCUMENTS REFERENCED THEREIN

SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF

THE IBD 0R AS OTHERWISE ADDRESSED ABOVE IN THIS PROGRAM

GUIDE. FOR DESIGN FEATURES THAT ARE ADDRESSED BY BOTH THE IBC

AS Y/ELL AS NFPA 101 OR A DOCUMENT REFERENCED BY NFPA101, THE

REQUIREMENTS OF NFPA 101 0R THE DOCUMENT REFERENCED BY

NFPA101 SHALL BE USED EXCLUSIVELY (THIS APPLIES EVEN IF THE IBC

REQUIREMENTS ARE DIFFERENT).

2. CONFLICTS BETWEEN NATIONALLY RECOGNIZED CODES AND

STANDARDS AND VA REQUIREMENTS - SHOULD A CONFLICT

DISCOVERED BETWEEN VA REQUIREMENTS AND VA ADOPTED

NATIONALLY RECOGNIZED CODES AND STANDARDS; THE CONTRACTOR

SHALL SUBMIT A REQUEST FOR INFORMATION (RFI) NOTIFYING THE

ARCHITECT AND THE VA. THE RESOLUTION OF THE CONFLICT SHALL BE

MADE BY THE AUTHORITY HAVING JURISDICTION FOR VA TO ENSURE

CONSISTENCY SYSTEM WIDE.

SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION

1. THE DRAWINGS ARE ARRANGED BY DESIGN DESCIPLINE FOR CLARITY.

THE GENERAL CONTRACTOR IS REQUIRED TO PROVIDE ALL OF THE

WORK SHOWN ON ALL OF THE DRAWINGS UNLESS SPECIFICALLY NOTED

OTHERWISE. ARRANGEMENT IS NOT TO DIVIDE THE WORK AMONG THE

TRADES. FOR EXAMPLE A CONDIUT MAY BE REQUIRED FOR MECHANICAL

EQUIPMENT, BUT PROVIDED BY AN ELECTRICIAN.

2. THE CONTRACTING OFFICER'S INTERPRETATION OF THE DRAWINGS AND

SPECIFICATIONS WILL BE FINAL, SUBJECT TO THE DISPUTES CLAUSE.

3. LARGE SCALE DRAWINGS SUPERSEDE SMALL SCALE DRAWINGS.

4. DIMENSIONS GOVERN IN ALL CASES. SCALING OF DRAWINGS MAY BE

DONE ONLY FOR GENERAL LOCATION AND GENERAL SIZE OF ITEMS.

5. DIMENSIONS SHOWN OF EXISTING WORK AND ALL DIMENSIONS

REQUIRED FOR WORK THAT IS TO CONNECT WITH EXISTING WORK

SHALL BE VERIFIED BY THE CONTRACTOR BY ACTUAL MEASUREMENT OF

THE EXISTING WORK. ANY WORK AT VARIANCE WITH THAT SPECIFIED OR

SHOWN IN THE DRAWINGS SHALL NOT BE PERFORMED BY THE

CONTRACTOR UNTIL APPROVED IN WRITING BY THE CONTRACTING

OFFICER.

6. ALL WORK TO BE CONSIDERED NEW CONSTRUCTION UNLESS NOTED

OTHERWISE

PROJECT SCHEDULE AND PHASING OF THE WORK

1. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL BY VA COR AN

INTERIM PROJECT SCHEDULE OF HIS OPERATIONS WITH INTERIM

PHASING PLANS PRIOR TO NOTICE TO PROCEED. REFER TO

SPECIFICATION SECTION: 01 32 16.15.

2. AREA OF WORK TO BE FULLY ABATED AND CLEAR OF HAZARDOUS

MATERIALS BEFORE PROCEEDING WITH CONSTRUCTION.

3. THE INTENT OF THE PROJECT IS TO PERMIT THE CONTINUOUS

OPERATION OF REQUIRED ACTIVITIES AT THE VA HEALTHCARE CENTER

DURING CONSTRUCTION. AT NO TIME SHALL ANY WORK INTERFERE

WITH THE VA'S NORMAL OPERATION WITHOUT ACCEPTANCE PRIOR TO

START OF CONSTRUCTION.

4. ALL WORK TO BE COMPLETED ON A PER PHASE BASIS.

5. THE CONTRACTOR SHALL DEVELOP A SCHEDULE OF CONSTRUCTION

WHICH INCLUDES THE NECESSARY ACTIONS TO MAINTAIN THE

OPERATION OF THE ADJACENT FUNCTION (INCLUDING ON THE FLOOR

ABOVE AND BELOW) DURING THE CONSTRUCTION PROCESS.

6. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL A SCHEDULE

DETAILING WORK PLANS, INCLUDING BUT NOT LIMITED TO, ACTIVATION

PRIOR TO STARTING ANY PHASE. THIS TIME SHALL BE COORDINATED

WITH THE VA COR AND BE INCLUDED IN THE OVERALL PROJECT

CONSTRUCTION SCHEDULE.

7. THE VA COR WILL REVIEW THE CONTRACTOR'S SCHEDULE TO VERIFY

MOST EFFICIENT TIMING OF THE CONTRACT WORK TO AVOID CONFLICTS

WITH THE CURRENT VA OPERATIONS.

8. CONTRACTOR SHOULD BE AWARE THAT IT IS POSSIBLE SCHEDULE

SIMULTANEOUS AND / OR STAGGERED SHUTDOWNS, HOWEVER EACH

WILL REQUIRE A SEPARATE IMPACT PERMIT AND WILL UNDERGO ITS

OWN DEDICATED PROCESS. AS SUCH, THERE ARE NO GUARANTEES

WITH REGARDS TO DATE OR DURATION OF THE SHUTDOWN.

9. ANY UTILITY SHUTDOWNS REQUIRED SHALL BE REVIEWED WITH THE VA

CONTRACTING OFFICER PRIOR TO PROPOSED SHUTDOWN..

10. NO DEMOLITION WILL BEGIN WITHOUT SHUTDOWN COORDINATION AND

WRITTEN AUTHORIZATION TO MOVE FORWARD FROM THE HOSPITAL

STAFF. THIS IS INTENDED TO MINIMIZE DISRUPTIONS IN AN ACTIVE

HOSPITAL, AND OUTAGES MUST BE COORDINATED AS THEY AFFECT

PATIENT CARE. FOR CLARITY: EMAIL TRAFFIC MAY BE CONSIDERED

"WRITTEN AUTHORIZATION," BUT ONLY IF IT ORIGINATES FROM A VA.GOV

EMAIL ADDRESS.

11. AS THIS IS AN ACTIVE HEALTHCARE FACILITY SEEING PATIENT ON LIFE-

SAFETYEQUIPMENT, THE CONTRACTOR UNDERSTANDS THAT IT MAY

NOT BE POSSIBLE TO WORK DURING STANDARD DUTY HOURS, AND

THAT THIRD-SHIFTLABOR IS EXPECTED IN ANY PATIENT CARE AREA SO

AS TO MINIMIZE DISRUPTION TO PATIENTS AND THE CARE THAT THEY

RECEIVE.

12. UPON RECEIPT OF APPROPRIATE CONTACT INFORMATION AND

SHUTDOWN DATES, THE CONTRACTOR IS RESPONSIBLE FOR

SCHEDULING AND COORDINATING ACCESS TO AFFECTED AREAS BY

WORKING WITH THE COR AND THE VA POLICE.

SUBCONTRACTS & WORK COORDINATION

1. NOTHING CONTAINED IN THIS CONTRACT SHALL BE CONSTRUED AS

CREATING ANY CONTRACTUAL RELATIONSHIP BETWEEN ANY SUB

CONTRACTOR AND THE GOVERNMENT. DIVISIONS OR SECTIONS OF

SPECIFICATION S ARE NOT INTENDED TO CONTROL THE CONTRACTOR IN

DIVIDING WORK AMONG SUBCONTRACTORS, OR TO LIMIT WORK

PERFORMED BY ANY TRADE.

2. THE CONTRACTOR SHALL BE RESPONSIBLE TO THE GOVERNMENT FOR

ACTS AND OMISSIONS OF HIS/HER OWN EMPLOYEES, AND

SUBCONTRACTORS AND THEIR EMPLOYEES.THE CONTRACTOR SHALL

ALSO BE RESPONSIBLE FOR COORDINATION OF THE WORK OF THE

TRADES, SUBCONTRACTORS, AND MATERIAL SUPPLIERS.

3. THE CONTRACTOR SHALL, IN ADVANCE OF THE WORK, PREPARE

COORDINATION DRAWINGS SHOWING THE LOCATION OF OPENINGS

THROUGH SLABS, THE PIPE SLEEVES AND HANGER INSERTS, AS WELL

AS THE LOCATION AND ELEVATION OF UTILITY LINES, INCLUDING, BUT

NOT LIMITED TO, CONVEYOR SYSTEMS, PNEUMATIC TUBES, DUCTS, AND

CONDUITS AND PIPES 2 INCHES AND LARGER IN DIAMETER. THESE

DRAWINGS, INCLUDING PLANS, ELEVATIONS, AND SECTIONS AS

APPROPRIATE, SHALL CLEARLY SHOW THE MANNER IN WHICH THE

UTILITIES FIT INTO THE AVAILABLE SPACE AND RELATE TO EACH OTHER

AND TO EXISTING BUILDING ELEMENTS. DRAWINGS SHALL BE OF

APPROPRIATE SCALE TO SATISFY THE PREVIOUSLY STATED PURPOSES,

BUT NOT SMALLER THAN 3/8-INCH SCALE. DRAWINGS MAY BE

COMPOSITE (WITH DISTINCTIVE COLORS FOR THE VARIOUS TRADES) OR

MAY BE SEPARATE BUT FULLY COORDINATED DRAWINGS (SUCH AS

SEPIAS OR PHOTOGRAPHIC PAPER REPRODUCIBLE) OF THE SAME

SCALE. SEPARATE DRAWINGS SHALL DEPICT IDENTICAL BUILDING

AREAS OR SECTIONS AND SHALL BE CAPABLE OF BEING OVERLAID IN

ANY COMBINATION. THE SUBMITTED DRAWINGS FOR A GIVEN AREA OF

THE PROJECT SHALL SHOW THE WORK OF ALL TRADES THAT WILL BE

INVOLVED IN THAT PARTICULAR AREA. THE OBJECTIVES OF SUCH

DRAWINGS ARE TO PROMOTE CAREFULLY PLANNED WORK SEQUENCE

AND PROPER TRADE COORDINATION, IN ORDER TO ASSURE THE

EXPEDITIOUS SOLUTIONS OF PROBLEMS AND THE INSTALLATION OF

LINES AND EQUIPMENT AS CONTEMPLATED BY THE CONTRACT

DOCUMENTS WHILE AVOIDING OR MINIMIZING ADDITIONAL COSTS TO

THE CONTRACTOR AND TO THE GOVERNMENT. IN THE EVENT THE

CONTRACTOR, IN COORDINATING THE VARIOUS INSTALLATIONS AND IN

PLANNING THE METHOD OF INSTALLATION, FINDS A CONFLICT IN

LOCATION OR ELEVATION OF ANY OF THE UTILITIES WITH THEMSELVES,

WITH STRUCTURAL ITEMS OR WITH OTHER CONSTRUCTION ITEMS,

HE/SHE SHALL BRING THIS CONFLICT TO THE ATTENTION OF THE

CONTRACTING OFFICER IMMEDIATELY. IN DOING SO, THE CONTRACTOR

SHALL EXPLAIN THE PROPOSED METHOD OF SOLVING THE PROBLEM OR

SHALL REQUEST INSTRUCTIONS AS TO HOW TO PROCEED IF

ADJUSTMENTS BEYOND THOSE OF USUAL TRADES COORDINATION ARE

NECESSARY. UTILITIES INSTALLATION WORK WILL NOT PROCEED IN ANY

AREA PRIOR TO THE SUBMISSION AND COMPLETION OF THE

GOVERNMENT REVIEW OF THE COORDINATED DRAWINGS FOR THAT

AREA, NOR IN ANY AREA IN WHICH CONFLICTS ARE DISCLOSED BY THE

COORDINATION DRAWINGS, UNTIL THE CONFLICTS HAVE BEEN

CORRECTED TO THE SATISFACTION OF THE CONTRACTING OFFICER. IT

IS THE RESPONSIBILITY OF THE CONTRACTOR TO SUBMIT THE

REQUIRED DRAWINGS IN A TIMELY MANNER CONSISTENT WITH THE

REQUIREMENTS TO COMPLETE THE WORK COVERED BY THIS

CONTRACT WITHIN THE PRESCRIBED CONTRACT TIME. SEE THE

GOVERNMENT OR ITS REPRESENTATIVES WILL NOT UNDER TAKE TO

SETTLE ANY DIFFERENCES BETWEEN THE CONTRACTOR AND

SUBCONTRACTORS OR BETWEEN SUBCONTRACTORS.

HAZARDOUS MATERIALS

1. THE CONTRACTOR AND THE CONTRATOR'S SUBS SHALL HAVE

RESPONSIBILITY FOR THE DISCOVERY, PRESENCE, HANDLING REMOVAL

OR DISPOSAL OF OR EXPOSURE OF PERSONS TO HAZARDOUS

MATERIALS IN ANY FORM AT THE PROJECT SITE, INCLUDING BUT NOT

LIMITED TO ASBESTOS, ASBESTOS PRODUCTS, LEAD-BASED PAINTS,

POLYCHLORINATED BIPHENYL (PCB) OR OTHER TOXIC SUBSTANCES.

CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF EXISTING

HVAC FILTERS WITHIN THE AREA OF WORK.

2. ALL PENETRATIONS IN GYPSUM WALL BOARD CEILINGS SHALL BE

TIGHTLY SEALED.

3. THE FOLLOWING SUSPECT MATERIALS ARE BASED ON INFORMATION

RECEIVED FROM THE COR REGARDING KNOWN HAZARDOUS MATERIALS

ON SITE & ASBESTOS / LEAD PAINT REPORT. SEE PROJECT

SPECIFICATION BOOK FOR COMPLETE REPORT.

4. APPROPRIATE PROTECTION OF THE PUBLIC AND WORKMEN SHALL BE

TAKEN REGARDING WORK INVOLVING SAID MATERIALS.

5. ADDITIONAL SUSPECT MATERIALS DISCOVERED ON SITE AND NOT

IDENTIFIED IN THIS REPORT, WHICH WILL BE DISTURBED BY THIS WORK,

SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND COR

FOR EVALUATION AND ADDITIONAL TESTING. SUSPECT MATERIALS

SHALL NOT BE DISTURBED. SUSPECT MATERIALS SHALL BE ISOLATED

FROM THE REMAINING WORK AREA BY APPROPRIATE MEMBRANE

BARRIERS UNTIL TESTING RESULTS ARE RECEIVED AND APPROPRIATE

PROTECTION AND REMEDIAL MEASURES CAN BE ASSESSED.

6. ASBESTOS-CONTAINING MATERIALS AFFECTED BY THIS WORK SHALL BE

REMOVED AND DISPOSED OF IN ACCORDANCE WITH 29 CFR 1926.1101

(OSHA) AND NESHAP's REGULATIONS.

7. ASBESTOS REMOVAL SHALL BE PERFORMED BY A LICENSED ASBESTOS

ABATEMENT CONTRACTOR.

8. THE COR SHALL BE PROVIDED WITH COPIES OF ALL NOTIFICATIONS,

PERMITS, AIR SAMPLING RESULTS, DISPOSAL MANIFESTS AND ANY

OTHER PAPER WORK GENERATED IN THE ABATEMENT PROCESS.

9. 'WARNING' ASBESTOS PRESENT IN INTERSTITIAL AREAS AND MAY BE

LOCATED IN AREAS SUCH AS: FIRE PROOFING ON STRUCTURAL STEEL

OVERSPRAY ON 4" IBEAMS, CONCRETE DECKS, AND PIPING INSULATION

TO NAME A FEW. CONTRACTOR TO DISPOSE OF ALL HAZARDOUS WASTE

IN ACCORDANCE WITHV LOCAL, STATE AND FEDERAL REGULATIONS.

CONTRACTOR TO WEAR PROPER PROTECTIVE GEAR ACTING IN

ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS. REFER

TO SPECIFICATION SECTION 02 82 13.

10. 'WARNING' ASBESTOS MAY BE PRESENT IN EXTERIOR WALL TRANSITE

PANELS, AS WELL AS, TRANSITE PIPES. CONTRACTOR TO DISPOSE OF

ALL HAZARDOUS WASTE IN ACCORDANCE WITH LOCAL, STATE AND

FEDERAL REGULATIONS. CONTRACTOR TO WEAR PROPER PROTECTIVE

GEAR ACTING IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL

REGULATIONS. REFER TO SPECIFICATION SECTION 02 82 13.13.

11. 'WARNING' ASBESTOS PRESENT IN VINYL COMPOSITION TILE AND

MASTIC. CONTRACTOR TO DISPOSE OF ALL HAZARDOUS WASTE IN

ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS.

CONTRACTOR TO WEAR PROPER PROTECTIVE GEAR ACTING IN

ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS.REFER

TO SPECIFICATION SECTION 02 82 13.19.

12. 'WARNING' LEAD MAY BE PRESENT IN STRUCTURAL STEEL PAINT AND

OTHER PAINTED SURFACES. CONTRACTOR TO DISPOSE OF ALL

HAZARDOUS WASTE IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL

REGULATIONS. CONTRACTOR TO WEAR PROPER PROTECTIVE GEAR

ACTING IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL

REGULATIONS.

13. REMOVE ALL ASBESTOS CONTAINING MATERIALS IDENTIFIED INCLUDING,

BUT NOT LIMITED TO, VCT FLOORING, CEILING TILES, FIREPROOFING AND

EXTERIOR PANELS AFFECTING BY SCOPE OF WORK.

14. ALL MATERIAL QUANTITIES, LOCATIONS DO NOT PRESENT ACTUAL

CONDITIONS AND SIZES NOTED IN CONTRACT DOCUMENTS, REFERENCE

DRAWINGS, AND REFERENCE DOCUMENTS ARE APPROXIMATE.

15. CONTRACTOR SHALL REMOVE ENVIRONMENTALLY REGULATED

MATERIALS INCLUDING BUT NOT LIMITED TO, ASBESTOS (TSI ELBOW,

SPRAY-APPLIED ACOUSTIC CEILING COVERING, 12"X12" FLOOR TILE AND

ASSOCIATE MASTIC, VINYL SHEET FLOORING, BASE COVE AND

ADHESIVE, SHEETROCK WALLS AND JOINT COMPOUND, 12"X12"

ACOUSTIC WALL TILE AND ADHESIVE, 2'X4' LAY-IN CEILING PANELS,

FIREPROOFING AND DEBRIS). LEAD-CONTAINING PAINTS AND SHIELDING,

PCBS / BEHP AND UNIVERSAL WASTES IN ACCORDANCE WITH THE

DRAWINGS, SPECIFICATIONS AND NOTES. IT SHALL BE THE

CONTRACTOR'S OBLIGATION TO UNDERSTAND AS TO THE NATURE,

CHARACTER, QUALITY AND SIZES OF MATERIALS LIKELY TO BE

ENCOUNTERS AND IMPACTED BY THE PROJECT. FAILURE TO DO SO

DOES NOT RELIEVE THE CONTRACTOR FROM THE OBLIGATION TO

FURNISH ALL MATERIALS AND LABOR TO CARRY OUT THE PROVISIONS

OF THIS CONTRACT.

16. CONTRACTOR IS SOLELY RESPONSIBLE FOR COORDINATING WORK

ACTIVITIES THAT MAY IMPACT ENVIRONMENTALLY-REGULATED

MATERIALS WITH WORK SPECIFIED IN OTHER CONTRACT DOCUMENT

SECTIONS.

17. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY PROTECTING

ANY ITEMS TO REMAIN INCLUDING, RETAINING WALLS, MECHANICAL,

ELECTRICAL, PLUMBING AND OTHER UTILITIES NOT SPECIFIED TO BE

DEMOLISHED. REFER TO SPECIFICATIONS, ARCHITECTURAL,

DEMOLITION AND MEP DRAWINGS.

18. ENERGIZED EQUIPMENT AND UTILITIES (ELECTRICAL TRANSFORMERS

AND MECHANICAL, ELECTRICAL AND PLUMBING SYSTEMS) AS TAGGED

BY THE OWNERS REPRESENTATIVE MUST REMAIN ENERGIZED DURING

ABATEMENT ACTIVITIES. CONTRACTOR SHALL ADEQUATELY PROTECT

EQUIPMENT AND UTILITIES AND TAKE APPROPRIATE PRECAUTIONS TO

PREVENT PERSONNEL INJURIES OR DAMAGE TO THE STRUCTURE.

19. SEAL ALL AREAS. FLOOR PENETRATIONS WITH PLASTIC, TAPE, EPOXY

OR FOAM OR A COMBINATION THEREOF TO PREVENT MIGRATION OF

LIQUID, PARTICULATES OR OTHER DEBRIS FROM THE AREA OF WORK.

20. INSTALL VISIBLE WARNING PLACARDS ON STATIONARY EQUIPMENT TO

REMAIN ENERGIZED. PLACARDS SHALL MEET OSHA REQUIREMENTS

INCLUDING, BUT NOT LIMITED TO CFR 1926.416-1926.417, AND BE

SUFFICIENTLY SIZED, COLORED AND WORDED TO WARN PERSONNEL

ENTERING THE AREA TO ITS PRESENCE. AT A MINIMUM THE SIGNS SHALL

BE 8.5"X11" IN SIZE AND CONTAIN THE LANGUAGE "HIGH VOLTAGE" IN

BLACK ON A YELLOW BACKGROUND.

21. CONTRACTOR SHALL DISMANTLE FLUORESCENT LIGHT FIXTURES AND

CONTAINERIZE FIXTURE BALLASTS FOR DISPOSAL BY OWNER.

22. CONTRACTOR SHALL REMOVE AND RECYCLE ALL MERCURY-

CONTAINING AMPOULES IN SWITCHBOARDS, PNEUMATIC CONTROLS,

WALL RECEPTACLES, EXIT SIGNS, FIRE DETENTION / ALARM DEVICES,

AND THERMOSTATS. SUBMIT FOR APPROVAL TO THE GOVERNMENT'S

REPRESENTATIVE. PACKAGE AMPOULES IN ORDER TO PREVENT

DAMAGE FROM THE TIME OF REMOVAL, DURING TEMPORARY ON SITE

STORAGE, AND TRANSPORT TO THE RECYCLING CENTER.

23. CONTRACTOR SHALL REMOVE AND RECYCLE OZONE DEPLETING

SUBSTANCES (ODS) SUCH AS CHLOROFLUOROCARBONS (CFCS) AND

HYDROCHLOROFLUOROCARBONS (HCFCS), AS WELL AS HALON, SULFUR

DIOXIDE (SO2) AND AMMONIA (NH3) FROM SYSTEMS, EQUIPMENT AND

COMPONENTS.

HAZARDOUS MATERIALS CONTINUED

27. GENERAL WORK SEQUENCE:

A. REMOVE NON-FIXED ITEMS FROM THE WORK AREA TO A LOCATION

DESIGNATED BY THE GOVERNMENT OR DISPOSE.

B. COVER ALL REMAINING NON-REMOVABLE ITEMS AND SURFACES IN

THE WORK AREA WITH TWO LAYERS OF 6-MIL POLYETHYLENE

SHEETING SECURELY TAPED. THIS SHALL INCLUDE NON-POROUS

ITEMS SUCH AS DUCT INSULATION FACINGS AND PIPE INSULATION

NOT REMOVED AS PART OF THE SCOPE OF WORK.

C. PRE-CLEAN ALL FIXED OBJECTS, INCLUDING MACHINERY, GRILLES,

DIFFUSERS AND HORIZONTAL SURFACES SUCH AS PIPES AND

DUCTS TO REMOVE FIRE PROOFING OVERSPRAY IN THE WORK

AREA USING HEPAFILDERTED VACUUMS AND WET CLEANING

METHODS AS APPROPRIATE. ALL CLEANED FIXED OBJECTS SHALL

BE COVERED WITH ONE LAYER OF 6-MILPOLYETHYLENE SHEETING

AND SEALED WITH TAPE. THIS SHALL INCLUDE ITEMS SUCH AS

FIBERGLASS AND DUCT INSULATION FACINGS AND PIPE INSULATION

NOT REMOVED AS A PART OF THE SCOPE OF WORK.

D. FURNISH AND INSTALL TWO LAYERS OF 6-MIL POLYETHYLENE

SHEETING "PONY WALLS" BETWEEN SUSPENDED CEILINGS AND THE

KICKING WHERE SPRAY-APPLIEDFIREPROOFING IS TO BE REMOVED.

SECURE POLYETHYLENE SHEETING SO AS TO PREVENT IT FROM

FALLING AWAY FROM WALLS. THIS MAY REQUIRE ADDITIONAL

SUPPORT / ATTACHMENTS WHEN NEGATIVE PRESSURE

VEN…