652-19-108 Renovate 4A Combined Dwg BD Final.pdf

Engineers Architects

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

PROJECT SITE MAP PROJECT LOCATION MAP

PROJECT IMAGE

/2

/2

:0

:2

A

M

GI001

TITLE SHEET AND INDEX OF

DRAWINGS

1 6ED

IMPROVE PATIENT PRIVACY

4A

HUNTER HOLMES MCGUIRE VAMC

1201 BROAD ROCK BLVD

RICHMOND, VA 23249 5/26/2020

BID DOCUMENTS

652-19-10819-127

IMPROVE PATIENT PRIVACY 4A

HUNTER HOLMES MCGUIRE VAMC 1201 BROAD ROCK BLVD

RICHMOND, VA 23249

VA PROJECT #: 652-19-108 APOGEE PROJECT #: 19-127

LW

RICHMOND VAMC

N

PROJECT SCOPE

BUILDING 500

DRAWING LIST

PLUMBING

P-001 PLUMBING GENERAL INFORMATION 1 12

PD101 FOURTH FLOOR WASTE & VENT DEMOLITION PLAN 2 12

PD102 FOURTH FLOOR DOMESTIC WATER DEMOLITION PLAN 3 12

PD103 FOURTH FLOOR MEDICAL GAS DEMOLITION PLAN 4 12

PW101 FOURTH FLOOR DRAIN, WASTE, AND VENT PLAN 5 12

PP101 FOURTH FLOOR DOMESTIC WATER PLAN 6 12

PG101 FOURTH FLOOR MEDICAL GAS PLAN 7 12

P-501 PLUMBING DETAILS 8 12

P-601 PLUMBING SCHEDULES 9 12

P-901 WASTE & VENT RISER PLAN 10 12

P-902 DOMESTIC WATER RISER PLAN 11 12

P-903 MEDICAL GAS RISER PLAN 12 12

MECHANICAL

M-001 MECHANICAL GENERAL INFORMATION 1 12

MD101 FOURTH FLOOR AIR TERMINAL MECHANICAL DEMOLITION PLAN 2 12

MD102 FOURTH FLOOR INTERSTITIAL FLOOR MECHANICAL DEMOLITION PLAN 3 12

MD103 FOURTH FLOOR INTERSTITIAL FLOOR MECHANICAL PIPING DEMOLITION PLAN 4 12

MH101 FOURTH FLOOR MECHANICAL HVAC PLAN 5 12

MH102 FOURTH FLOOR INTERSTITIAL HVAC PLAN 6 12

MH103 FOURTH FLOOR MECHANICAL OIT 4B-123 PLAN 7 12

MP101 FOURTH FLOOR INTERSTITIAL MECHANICAL PIPING PLAN 8 12

M-501 MECHANICAL DETAILS 9 12

M-502 MECHANICAL CONTROLS AND DETAILS 10 12

M-601 MECHANICAL SCHEDULES 11 12

M-602 MECHANICAL SCHEDULES 12 12

ELECTRICAL

E-001 ELECTRICAL GENERAL NOTES, SYMBOL LEGENDS, AND ABBREVIATIONS 1 13

ED101 FOURTH FLOOR ELECTRICAL DEMOLITION PLAN 2 13

ED102 FOURTH FLOOR LIGHTING DEMOLITION PLAN 3 13

EP101 FOURTH FLOOR POWER PLAN 4 13

EP102 4B OIT ROOM UPGRADE - ELECTRICAL PLANS 5 13

EL101 FOURTH FLOOR LIGHTING PLAN 6 13

EM101 FOURTH FLOOR MECHANICAL POWER PLAN 7 13

E-401 ELECTRICAL ENLARGEMENTS 8 13

E-501 ELECTRICAL DETAILS 9 13

E-502 ELECTRICAL DETAILS 10 13

E-503 ELECTRICAL DETAILS 11 13

E-601 ONE-LINE DIAGRAM 12 13

E-602 ELECTRICAL SCHEDULES 13 13

TECHNOLOGY

TK001 TECHNOLOGY GENERAL NOTES, SYMBOL LEGEND, AND ABBREVIATIONS 1 6

TK101 FOURTH FLOOR TECHNOLOGY PLAN 2 6

TK102 FOURTH FLOOR SECURITY PLAN 3 6

TK401 TECHNOLOGY ENLARGEMENTS 4 6

TK501 TECHNOLOGY DETAILS 5 6

TK601 TECHNOLOGY RISERS 6 6

FIRE ALARM

FA001 FIRE ALARM GENERAL NOTES, SYMBOL LEGEND, AND RISER 1 2

FA101 FOURTH FLOOR FIRE ALARM PLAN 2 2

DRAWING LIST

GENERAL

GI001 TITLE SHEET AND INDEX OF DRAWINGS 1 6

GI002 GENERAL NOTES ABBREVIATIONS SYMBOLS AND DETAILS 2 6

GI003 SITE PLAN - CONSTRUCTION STAGING 3 6

GI004 FOURTH FLOOR ILSM PLAN 4 6

GI005 GENERAL NOTES, ABBREVIATIONS, SYMBOLS AND DETAILS 5 6

LS101 FOURTH FLOOR LIFE SAFETY AND ANALYSIS 6 6

ABATEMENT

AH101 OVERALL FOURTH FLOOR DEMOLITION PLAN - HAZARDOUS MATERIALS 1 1

STRUCTURAL

S-100 PATIENT LIFT SUPPORT PLAN 1 2

S-101 PATIENT LIFT SUPPORTS 2 2

ARCHITECTURAL

A-001 ARCHITECTURAL SYMBOLS, ABBREVIATIONS AND NOTES 1 13

A-002 PARTITION TYPES AND DETAILS 2 13

AD101 FOURTH FLOOR DEMOLITION PLAN 3 13

AD111 FOURTH FLOOR DEMOLITION REFLECTED CEILING PLAN 4 13

AE101 FOURTH FLOOR PLAN 5 13

AC111 FOURTH FLOOR REFLECTED CEILING PLAN 6 13

AE201 EXTERIOR ELEVATIONS 7 13

AE401 ENLARGED PLANS 8 13

AE501 ENLARGED COLUMN DETAILS 9 13

AE502 ENLARGED COLUMN DETAILS 10 13

AE503 PATIENT HEADWALL DETAILS 11 13

AE601 DOOR SCHEDULE, TYPES, DETAILS 12 13

AE602 WINDOW TYPES AND DETAILS 13 13

INTERIORS

I-001 FINISH SCHEDULE 1 21

I-101 FOURTH FLOOR FINISH PLAN 2 21

I-120 FOURTH FLOOR FLOOR PATTERN PLAN 3 21

I-130 FOURTH FLOOR WALL PROTECTION PLAN 4 21

I-131 WALL PROTECTION DETAILS 5 21

I-201 CASEWORK ELEVATIONS 6 21

I-202 MILLWORK 7 21

I-203 MILLWORK 8 21

I-204 CASEWORK DETAILS 9 21

I-205 INTERIOR ELEVATIONS 10 21

I-206 INTERIOR ELEVATIONS 11 21

I-207 INTERIOR ELEVATIONS 12 21

I-208 INTERIOR ELEVATIONS 13 21

I-401 OVERALL FOURTH FLOOR FFE FLOOR PLAN 14 21

I-402 ENLARGED EQUIPMENT PLANS 15 21

I-403 ENLARGED EQUIPMENT PLANS 16 21

I-404 ENLARGED EQUIPMENT PLAN 17 21

I-405 ENLARGED EQUIPMENT PLAN 18 21

I-406 ENLARGED TOILET PLANS 19 21

I-601 EQUIPMENT SCHEDULE 20 21

I-602 EQUIPMENT SCHEDULE 21 21

FIRE PROTECTION

FX001 FIRE SUPPRESSION GENERAL INFORMATION 1 4

FD101 FOURTH FLOOR FIRE SUPPRESSION DEMOLITION PLAN 2 4

FX101 FOURTH FLOOR FIRE SUPPRESSION PLAN 3 4

FX102 FOURTH FLOOR FIRE SUPPRESSION REFLECTED CEILING PLAN 4 4

DocuSign Envelope ID: AE84D337-75BD-4E12-9512-360FCAB23E7F

5/26/2020

1-1/2"

DIAMETER

GRAB BAR

TOILET

TISSUE

DISPENSER

SANITARY

NAPKIN

DISPOSAL

TOILET

FIXTURE

TOILET

FIXTURE

TOILET

TISSUE

DISPENSER

1-1/2"

DIAMETER

GRAB BAR

EXPOSED

PLUMBING AT

BARRIER

FREE

LAVATORIES

SHALL BE

INSULATED.

LEVER OPERATING

CONTROLLED

SOAP DISPENSER

NOTE: SINKS IN COUNTERS TO BE

MOUNTED WITH RIM NO MORE

THAN 2'-10" HIGH AND WITH AT

LEAST 2'-3" KNEE CLEARANCE.

CLEAR

TYPICAL ACCESSIBLE TOILET TYPICAL ACCESSIBLE

CLEARANCE AT LAVATORY

TYPICAL ACCESSIBLE

LAVATORY AND MIRROR

1'-3" 1'-3"

M

IN

M A

X

M

A X

M

A X6

A

.F .F

1'-6"

5'-6" CLEAR

3'-0" 6"

3'-0"

" 3

1'-0" 3'-6"

2'-4"

5'-6" CLEAR

MIN

8"

MAX

6"

M

IN9

M

IN

M

IN

M A

X

17" MIN

W H

E R

E H

.C

A C

C E

S S

R E

Q 'D

CLOCK

NURSE

CALL

DOME

LIGHT

CLOCK OUTLET

TOWEL BAR

ACCESSIBLE

ROBE/COAT HOOK

ROBE/COAT

HOOK

TELEVISION

OUTLET

WALL MOUNTED TVCOAT RACK / COAT HOOK CLOCK & NURSE CALL DEVICESTOILET ACCESSORIES

6"

T

Y P

M A

X

F O

R S

T A

N D

IN

G

O

.C

TELEVISIO

N OUTLET

F O

R S

E A

T E

D

O

.C

WALL MOUNTED TACKBOARD

AND MARKERBOARD

PAPER TOWEL

DISPENSER

2'-0" AT SIDEWALLS

AT COUNTER SINKS

1'-6" AT SIDEWALLS

AT LAVATORY

4'-0" MAX TO

HIGHEST OPERABLE

POINT - IF FIRE

EXTINGUISHER

OVER 40 LBS

3'-6" MAX HT.

FIRE EXTINGUISHER

CABINET

ELECTRICAL CABINET

DUPLEX

OUTLET

SWITCH

THERMOSTAT

TELEPHONE

OR DATA

OUTLET

FIRE ALARM

PULL

INTERCOM

STATION

DUPLEX

OUTLET

COMPUTER

TERMINAL

FIRE ALARM

CHIME WITH

VISUAL

ALARM LIGHT

FIRE ALARM

PULL STATION

FIRE ALARM

ANNUNCIATOR

FIRE ALARM

INTERCOM

STATION

INTERCOM

MASTER

STATION

INTERCOM

WALL

OUTLET

INTERCOM STATION

WALL PROTECTION

BUMPERGUARD

HANDRAIL

OR DOOR FRAME

3" TO CORNERGUARD

CORNERGUARD

MISC. WALL DEVICES

/8

/4

T O

B O

T T

O M

O F

R

E F

L E

C T

IV

S

U R

F A

C E

F

M

IR

R

O R

WALL GUARD

BASE

BID ITEM I (BASE BID):

The Base Bid shall include all work shown in the drawings and specifications. Work includes general construction, asbestos abatement, alterations, plumbing, mechanical, electrical and fire suppression work. It includes all labor, material, equipment and supervision to perform and complete the work as shown on the construction documents.

BID ITEM 2 (DEDUCT ALTERNATE)

(Deduct Alternate #1): Shall be work described in Bid Item 2 minus that work shown in the drawings and/or designated in the Specifications as “Deduct Alternate No. 1”. Work includes material and labor for the provision of the Renovation of the OIT Room 4B-123 and Related Work.

BID ITEM 3 (DEDUCT ALTERNATE)

(Deduct Alternate #2): Shall be all work described in Bid Item 1 minus that work shown in the drawings and/or designated in the specifications as “Deduct Alternate No. 2”. Work includes material and labor for the Replacement of Exterior Windows at the South Elevation and related work. This alternate does NOT include interior windows, stools and blinds.

WALL SECTION

SYMBOL

INTERIOR ELEVATION

SYMBOL

COLUMN GRID

ELEVATION SYMBOL

REVISION NOTE

ENLARGED DETAIL CALLOUT

ROOM DESIGNATION

SYMBOL

BREAK LINE

ROOF SLOPE

DIRECTION SYMBOL

TYPICAL GRAPHIC SCALE

DETAIL #

PAGE #

DETAIL #

PAGE #

TRUE NORTH ARROW

PROJECT NORTH ARROW

A8.1

EXTERIOR ELEVATION

SYMBOL

DETAIL #

PAGE #

A8.1

A8.1

A8.1

BUILDING SECTION

SYMBOL

DETAIL #

PAGE #

A8.1

A8.1

DETAIL SECTION

SYMBOL

DETAIL #

PAGE #

A8.1

WALL GRID

(REPRESENTS

FACE OF EXISTING

WALL)

XX.X

XX.X

ELEVATION

0'-0"

ROOM

NAME

101A

NORTH

PLAN

NORTH

TRUE

0 4 8 16

Engineers Architects

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

/2

/2

:2

:1

P

M

GI002

GENERAL NOTES ABBREVIATIONS

SYMBOLS AND DETAILS

2 6ED

IMPROVE PATIENT PRIVACY

4A

HUNTER HOLMES MCGUIRE VAMC

1201 BROAD ROCK BLVD

RICHMOND, VA 23249 5/26/2020

BID DOCUMENTS

652-19-10819-127

LW

Scale: 3/8" = 1'-0"

STANDARD MOUNTING HEIGHTS

BASE BID AND ALTERNATES

GENERAL SYMBOL LEGEND

N

AREA OF WORK

FOURTH FLOOR

KEY PLAN

SCALE: NO SCALE

5TH ST.

T H

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PSYC H IA T RI C DAY TRE AT M EN T

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UP

DN

1 W- 1 1 8

1 E - 1 0 0 A

1 E - 1 0 0

1 E - 1 0 0 B

1 E - 1 0 0 C

1 E - 1 0 3

1 E - 1 0 41 E - 1 0 51 E - 1 0 7

1 E - 1 0 8

1 E - 1 0 6

1 4

1 E - 1 0 9

C I X - 4

D T - 1

P 4

P - 1 0

P - 9 D T - 3

FD FD

DT-1

P4

PRIMARY AREA OF WORK THIS PHASE

Engineers Architects

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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SITE PLAN - CONSTRUCTION

STAGING

3 6ED

IMPROVE PATIENT PRIVACY

4A

HUNTER HOLMES MCGUIRE VAMC

1201 BROAD ROCK BLVD

RICHMOND, VA 23249 5/26/2020

BID DOCUMENTS

652-19-10819-127

LW

N

AREA OF WORK

FOURTH FLOOR

KEY PLAN

SCALE: NO SCALE

Scale: 1" = 200'-0"

SITE PLAN

Scale: 1" = 80'-0"

FIRST FLOOR PLAN

Scale: 1" = 40'-0"

FOURTH FLOOR PLAN

DELIVERY

ENTRANCE

DELIVERY

ENTRANCE

PATH OF CONSTRUCTION TRAFFIC TO ACCESS 4TH FLOOR WORK AREA VIA

ELEVATORS TO BE CONFIRMED BY COR

SERVICE ELEVATOR TO BE

CONFIRMED BY COR

1" = 20'-0"

ENLARGED PLAN @ ELEVATORS

NORTH

PLAN

NORTH

PLAN

NORTH

PLAN

A. CONTRACTOR TO VERIFY LAY DOWN AREA AND

CONSTRUCTION PARKING AREA WITH COR.

S SS

S S

S

S SS

S S

S

S S

S S

S S

S S

S

S S

S

S S

S S

S S

S

S SS S S S

S SS

S S

S SS S S S S S S S

S S

S S

S

S SS

S S

S S

SS

SS

SS

8 10 11 12 13 14 16

W

X

Y

Z

AA

FF

X.1

PRIMARY AREA OF WORK

PATIENT RM

4A-166

PATIENT RM

4A-165

CORRIDOR

C4A-10

PATIENT RM

4A-164

PATIENT RM

4A-164

NURSE OFFICE

4A-156

LINEN

4A-155A

OFFICE

4A-155

STRETCH

C4A-8

INTERN ON CALL

4A-151STAFF OFFICE

4A-167

PATIENT RM

4A-168

CONTROL CENTER

C4A-11

PATIENT RM

4A-171

STORAGE

4A-170

SOILED UTILITY

4A-169

CLEAN UTILITY

4A-173

ELECTRICAL RM

4A-172

PATIENT RM

4A-177

STORAGE

4A-176

SOILED UTILITY

4A-175

MEDICAL RM

4A-174

STAIR

CONTROL CENTER

C4A-13

PATIENT RM

4A-178

STAFF OFFICE

4A-179

PATIENT RM

4A-180

PATIENT RM

4A-181

PATIENT RM

4A-182

PATIENT RM

4A-183

HEAD NURSE

4A-190

LINEN

4A-191A

LINEN

4A-191

STRETCH

C4A-15

INTERN OFFICE

4A-196

SHOWER

4A-198

TOILET

4A-197

ANTE RM

4A-186

PATIENT RM

4A-184

TOILET

4A-185

CORRIDOR

C4A-16

PATIENT RM

4A-187

ANTE RM

4A-188

TOILET

4A-189

ANTE RM

4A-163

ANTE RM

4A-160

PATIENT RM

4A-158

TOILET

4A-159

PATIENT RM

4A-161

TOILET

4A-162

TOILET

4A-154

TOILET

4A-152

SHOWER

4A-153

MALE LOCKER

4A-147

MALE LOCKER

4A-148

MALE LOCKER

4A-143

FEMALE LOCKER

4A-144

STORAGE

4A-142

PATIENT WAITING

C4A-4

CORRIDOR

C4A-5

OFFICE

4A-145

OFFICE

4A-100

TOILET

4A-101 OFFICE

4A-102

CARDIAC ELEC

TROPHYSIOLOGY

4A-104

RECOVERY

4A-105

EP LAB

4A-108

SOILED UTILITY

4A-108

CONTROL

4A-107

TOILET

4B-169

CORRIDOR

C4B-8

ELEC

TROPHISIOLOGY

4A-204A

TEAM ROOM MED.

PUL. OFFICE

4A-193

FAMILY WAITING

4A-149

LINEN

4A-200

TRASH

4A-201

STAFF TOILET

4A-192

HAC

4A-199

STORAGE

4A-195

CORRIDOR

C4A-17

ELEV LOBBY

C4A-1

STAIR

ELEV

P-3

ELEV

P-2

ELEV

P-1

EMERGENCY

PRESSURE EQUIP

4A-204

CONVEYOR

CM-1

ELEV

P-4

ELEV

DT-1

CORRIDOR

C4B-1

HSK STORAGE

4B-104

CORRIDOR

C4B-2

REG. DIETICIAN

OFFICE

4B-105

TSC-2

CONVEYOR

4A-205

PULMONARY

FELLOWS OFFICE

4A-194

TOILET

4A-162

4 BED PATIENT RM

4B-168

CRITICAL CARE

4A-110

STORAGE

4A-109

OFFICE

4A-111

CHIEF RESP CARE

4A-138

CORRIDOR

C4A-5

CLEAN UP/ REPAIR

4A-112

MECHANICAL SVC

BAY-G

4A-202

ELECTRICAL SVC

BAY

4A-203

PATIENT RM

4A-100

TOILET

4B-101

PATIENT RM

4B-102

TOILET

4B-103

ICRA BARRIER WALL

CONSTRUCTION

ACCESS DOOR

CONSTRUCTION

ACCESS DOUBLE

DOORS

MAINTAIN ACCESS TO

THIS STAIR

THROUGHOUT

CONSTRUCTION.

CONSTRUCTION ACCESS

ELEVATORS CONFIRM USE

OF ELEVATOR WITH COR.

DP

DP

DP

DP DP

DP

DP

DP

DP

DP

d

DP

DP

DP

SEE SHEET GI005 FOR TEMP PARTITION TYPE

Engineers Architects

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

S S S S

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FOURTH FLOOR ILSM PLAN

4 6ED

IMPROVE PATIENT PRIVACY

4A

HUNTER HOLMES MCGUIRE VAMC

1201 BROAD ROCK BLVD

RICHMOND, VA 23249 5/26/2020

BID DOCUMENTS

652-19-10819-127

LW

N

AREA OF WORK

FOURTH FLOOR

KEY PLAN

SCALE: NO SCALE

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

FOURTH FLOOR ILSM AND ICRA PLAN 0 4 8 16

NORTH

PLAN

PROVIDE CONSTRUCTION SIGN:

"CONSTRUCTION IN PROGRESS-

NO ENTRANCE"

ICRA WALL BARRIER

ICRA WALL BARRIER

COMPLY WITH VA MEDICAL CENTER INTERIM LIFE

SAFETY MEASURE POLICIES.

THE PROJECT SITE MUST BE COMPLETELY

CONTAINED WITH CONSTRUCTION BARRIERS. THE

BARRIERS MUST CONSIST OF SOLID WALL

CONSTRUCTION (I.E., GWB THAT EXTENDS FROM

FLOOR TO THE UNDERSIDE OF THE ABOVE

STRUCTURE.

PROVIDE LEVEL OF SAFETY COMPARABLE TO THAT

DESCRIBED IN NFPA 101 AND NFPA 241 .

8.6.2 TEMPORARY SEPARATION WALLS

8.6.2.1 PROTECTION SHALL BE PROVIDED TO

SEPARATE AN OCCUPIED PORTION OF THE

STRUCTURE FROM A PORTION OF THE STRUCTURE

UNDERGOING ALTERATION, CONSTRUCTION OR

DEMOLITION OPERATIONS WHEN SUCH OPERATIONS

ARE CONSIDERED AS HAVING A HIGHER LEVEL OF

HAZARD THAN THE OCCUPIED PORTION OF THE

BUILDING.

8.6.2.2 WALLS SHALL HAVE AT LEAST A 1-HOUR FIRE

RESISTANCE RATING.

8.6.2.3 OPENING PROTECTIVES SHALL HAVE AT

LEAST A 45 MINUTE FIRE PROTECTION.

8.6.2.4 NON-RATED WALLS AND OPENING

PROTECTIVES SHALL BE PERMITTED WHEN AN

APPROVED AUTOMATIC SPRINKLER SYSTEM IS

INSTALLED. (THIS ONLY APPLIES IF SPRINKLER

SYSTEM IS MAINTANED OPERATIONAL IN BOTH THE

NON-CINSTRUCTION AND CONSTRUCTION AREAS).

DUST PARTITION PER NFPA 241 (TEMPORARY SEPARATION WALLS);

SEE DEMOLITION PLANS AS01 & AS02 FOR TYPE DP WALL LOCATIONS.

UL DESIGN U425, 1-HOUR RATED

DUST PARTITION PER NFPA 241 (TEMPORARY SEPARATION WALLS); SEE

DEMOLITION PLANS AD101 FOR TYPE DP WALL LOCATIONS.

UL DESIGN U425, 1-HOUR RATED

DP

DP

5/8" TYPE 'X' GWB ON

METAL STUDS @ 24" O.C.

EXISTING CEILING ON OCCUPIED

SIDE TO REMAIN

5/8" TYPE 'X' GWB ON BOTH

SIDES OF METAL STUDS @ 24"

O.C.; CARRY TO UNDERSIDE OF

STRUCTURE ABOVE.

FINISHED FLOOR.

SEALANT, TYP.

SECTION: HEAD

PLAN:

SECTION: SILL

NON-PROJECT AREA

OCCUPIED SIDE

PROJECT AREA

CONSTRUCTION SIDE

TEMPORARY SEPARATION

WALL NOTES:

NFPA 241:

EXTEND DUST PARTITION TO

INTERSTITIAL FLOOR ASSEMBLY

ABOVE. BRACE AS REQUIRED.

1. VERIFY ALL EXISTING CONDITIONS. NOTIFY COR OF ANY CONFLICTS

PRIOR TO PROCEEDING WITH DEMOLITION.

2. REMOVE ALL EXISTING ITEMS OF CONSTRUCTION AND EQUIPMENT

WITHIN THE PROJECT AREA INDICATED ON DEMOLITION PLAN,

WHETHER SHOWN OR NOT, INCLUDING BUT NOT LIMITED TO FLOOR

MATERIAL, BASE, WALLS, CEILINGS, DOORS, DOOR FRAMES,

CASEWORK, ELECTRICAL, MECHANICAL, PLUMBING FIXTURES AND

SYSTEM, AS REQUIRED TO ACCOMMODATE NEW CONSTRUCTION.

3. REFER TO MECHANICAL, ELECTRICAL, PLUMBING AND FIRE

PROTECTION DRAWINGS FOR ADDITIONAL NOTES AND LOCATION OF

ADDITIONAL ITEMS TO BE REMOVED.

4. SEE AD111 FOR OVERALL REFLECTED CEILING DEMOLITION PAN AND

NOTES. COORDINATE PHASING LIMITS AS SHOWN ON GI102.

5. PRIOR TO DEMOLITION, THE CONTRACTOR SHALL PROVIDE ALL

NECESSARY SAFEGUARDS TO MAINTAIN ALL PARTS OF THE PROJECT

IN A SAFE CONDITION AT ALL TIMES DURING THE PROCESS OF

CONSTRUCTION AND TO PROTECT FROM DAMAGE OF THOSE

PORTIONS OF THE EXISTING BUILDING WHICH ARE TO REMAIN.

6. EXISTING WORK TO REMAIN, IF DAMAGED BY ANY TRADE OR NEW

CONSTRUCTION, SHALL BE PATCHED, REPAIRED OR REPLACED TO

MATCH EXISTING.

7. PATCH ALL HOLES IN WALLS, FLOORS AND CEILING AND OTHER PARTS

OF THE STRUCTURE AFFECTED BY THIS CONTRACT. HOLES SHALL BE

FILLED, SEALED, PAINTED, CAULKED OR PLUGGED NEATLY WITH

ORIGINAL TYPE OF MATERIALS TO MATCH THE EXISTING PART OF

THE STRUCTURE AFFECTED.

8. WHERE DEMOLITION IS INDICATED ON THE DRAWINGS, OR REQUIRED

FOR INSTALLATION OF NEW CONSTRUCTION, REMOVE EXISTING

CONSTRUCTION AS REQUIRED TO PERFORM THE WORK INDICATED.

REMOVE SETTING BEDS AND INFILL FLUSH WITH ADJACENT CONCRETE

SLAB.

9. REFER TO HAZARDOUS MATERIAL SURVEY REPORT. FOLLOW PROPER

ABATEMENT AND DISPOSAL PROCEDURES.

10. CONTRACTOR SHALL PROVIDE ALL NECESSARY BARRICADES AND

OTHER FORMS OF PROTECTION AS REQUIRED TO PROTECT

PERSONNEL, OTHER TENANTS AND THE GENERAL PUBLIC FROM

INJURY DUE TO DEMOLITION WORK.

11. CONTRACTOR SHALL ENSURE THAT DEMOLITION WORK DOES NOT

INTERFERE WITH OR PROHIBIT THE CONTINUING OCCUPATION OF THE

ADJACENT BUILDING OPERATIONS. THIS INCLUDES BUT IS NOT LIMITED

TO THE SELECTIVE DEMOLITION OF PARTITIONS, ELECTRICAL,

PLUMBING, FIRE PROTECTION AND MECHANICAL SYSTEMS.

CONTRACTOR SHALL INFORM THE COR A MINIMUM OF 72 HOURS PRIOR

TO DEMOLITION ACTIVITIES THAT WILL AFFECT THE NORMAL

OPERATION OF THE BUILDING. COORDINATE A SCHEDULE WITH THE

COR.

12. INTERIOR WALLS WITHIN THE LIMITS OF CONSTRUCTION THAT ARE TO

REMAIN SHALL NOT BE DISTURBED , EXCEPT TO SCRAPE LOOSE PAINT

AND PATCH AS NECESSARY. CLEAN/RESURFACE AND PREPARE TO

RECEIVE NEW PAINT TO MATCH ADJACENT WALLS AND FINISHES.

GENERAL DEMOLITION

NOTES:

1. ALL WORK SHALL BE COMPLETED IN COMPLIANCE WITH APPLICABLE

CODES AND TO THE SATISFACTION OF LOCAL BUILDING INSPECTORS.

2. WHERE DISCREPANCIES IN THE CONTRACT DOCUMENTS, DRAWINGS

OR SPECIFICATIONS ARE DISCOVERED BY THE CONTRACTOR PRIOR TO

BID, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE VA COR AND

REQUEST CLARIFICATION.CONTRACTOR INTERPRETATION OF

DRAWINGS, DETAILS OR SPECIFICATIONS SHALL BE BASED UPON THE

MOST RESTRICTIVE OR DIFFICULT SOLUTIONS AND SHALL BE

CONSIDERED AS INCLUDED IN THE CONTRACTOR'S BID PROPOSAL.

POST BID OR POST CONTRACT REQUESTS FOR INFORMATION ARE NOT

CONSIDERED AS BASIS FOR CHANGE ORDER UNLESS SO CLARIFIED OR

DOCUMENTED AS PART OF ORIGINAL BID PROPOSAL PACKAGE.

3. ALL DIMENSIONS OF EXISTING FEATURES AND ITEMS ARE

APPROXIMATE. FIELD VERIFY ALL CONDITIONS. NOTIFY COR OF ANY

CONFLICTS PRIOR TO PROCEEDING WITH ANY RENOVATION.

4. WIPE ALL PAINTED GYPSUM WALLS.

5. CONTRACTOR SHALL COORDINATE WITH COR TO RELOCATE ANY

BOXES, SUPPLIES, AND STORAGE EQUIPMENT IN ALL ROOMS.

6. REFER TO MECHANICAL, ELECTRICAL, PLUMBING, TECHNOLOGY AND

FIRE PROTECTION DRAWINGS FOR ADDITIONAL WORK NOTES AND

COORDINATION. CONTRACTOR SHALL COORDINATE ALL VA

FURNISHED/VA INSTALLED AND ALL VA FURNISHED/ CONTRACTOR

INSTALLED WORK WITH THE COR.

7. DIMENSIONS ARE TO FACE OF STUD AND/OR FACE OF MASONRY

UNLESS OTHERWISE NOTED.

8. ALL PATIENT HEADWALLS ARE TO BE PLACED ON THE CENTERLINE

DIMENSION SHOWN IN EACH PATIENT ROOM. THE BED WILL BE

POSITIONED AT THE CENTER OF THE HEADWALL.

9. THE CONTRACTOR SHALL FIRESTOP ALL RATED WALLS, FLOORS AND

INTERSTITIAL FLOOR AT PENETRATIONS FOR NEW AND OLD UTILITIES

USING THE APPROPRIATE UL THRU-PENETRATION FIRESTOP SYSTEM

FOR EACH PENETRATING ITEM. PATCH, REPAIR AND FIRESTOP AT

DEMOLISHED UTILITIES, TYPICAL. MAINTAIN INTEGRITY OF RATED

SYSTEMS.

10. INSTALL NEW FLOOR DRAINS AND TRENCH DRAINS WHERE INDICATED.

CONTRACTOR SHALL VERIFY EXISTING STRUCTURAL ELEMENTS THAT

MUST NOT BE DISTURBED. SEE DETAILS DEPICTING STRUCTURAL

LIMITATIONS AND ADHERE TO THE LIMITS.

GENERAL RENOVATION

NOTES:

1"

1"

2-1/2" STEEL C-H STUD AT

12" MAX., (CENTERED IN

OPENINGS LARGER THAN

12", UP TO 24")

UL DESIGN NO. U415, SYSTEM E

FIRESTOP SEALANT ALL SIDES

EXISTING TRUSS TEE

EXISTING GYPSUM CONCRETE

INTERSTITIAL FLOOR DECK.

FIRESTOP SEALANT ALL SIDES

CONT. 2-1/2" STEEL J-RUNNER

INSTALLED OVER EDGE OF GYPSUM

CONCRETE DECK AT

FULL PERIMETER OF OPENING

CONT. 2-1/2" STEEL E-STUDS

FASTENED TO J-RUNNER

NOTE: WHEN THE EXISTING CONDITIONS DO NOT PERMIT PROPER INSTALLATION OF THE VARIOUS COMPONENTS SHOWN IN THIS DETAIL, THE CONTRACTOR

SHALL:

1. GRIND AND/OR SAW CUT AS NECESSARY TO MAKE OPENING SIDES VERTICAL AND SQUARE.

2. SAW CUT AS NECESSARY TO MODIFY ROUND OPENINGS LARGER THAN 7" DIAMETER TO MAKE RECTANGULAR.

8" 2' - 1 1/2" 8" 2' - 1 1/2" 8" 2' - 1 1/2" 8" 2' - 1 1/2" 8" 2' - 1 1/2" 8"

/2

/2

/2

/2

POSSIBLE LOCATION

8"

WIDTH A

COLUMN 8" 8 1/4"

W

ID

T H

B

C O

L U

M N

POSSIBLE LOCATION

VOIDED

SHEAR

AREA

VOIDED SHEAR

AREA

WAFFLE SLAB RIB, DO NOT

DISTURB UNLESS IN SHADED

AREA, TYP. - SEE PLAN BELOW

STRUCTURAL SLAB

REINFORCING

TOPPING SLAB

LINE OF HOLE,

BEYOND

COLUIMN,

BEYOND

COLUMN

Engineers Architects

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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GENERAL NOTES, ABBREVIATIONS,

SYMBOLS AND DETAILS

5 6ED

IMPROVE PATIENT PRIVACY

4A

HUNTER HOLMES MCGUIRE VAMC

1201 BROAD ROCK BLVD

RICHMOND, VA 23249 5/26/2020

BID DOCUMENTS

652-19-10819-127

LW

N

AREA OF WORK

FOURTH FLOOR

KEY PLAN

SCALE: NO SCALE

Scale: 3" = 1'-0"

INTERSTIAL FLOOR DECK REPAIR DETAIL AT RECTANGULAR OPENING

Scale: 1/2" = 1'-0"

HOLE/OPENING PLACEMENT IN EXISTING WAFFLE SLAB

FD FD

S

S

S

S S

S

S

S S

S S

S

S S

S

SS

S

S SS

S SS

S S

S

S SS

S S

S

S S

S S

S

S S

S

1. OCCUPANCY CLASSIFICATION

(SMOKE COMPARTMENTS)

IBC 2018 6. INSTITUTIONAL (I-2)

2018 NFPA 1010 LIFE SAFETY CHAPTER 19-EXISTING HEALTHCARE

2. CONSTRUCTION TYPE

IBC 2018 2018 NFPA 101 LIFE SAFETY

SECTION 601 TABLE A.7.2.1

TYPE IA I(332)

3. FIRE SPRINKLERS

IBC 2018 2018 NFPA LIFE SAFETY

EXISTING BUILDING IS SPRINKLERED

4. HEIGHT / AREA LIMITATIONS - EXISTING

PER IBC 2018 TABLE 503

AREA: MAX ALLOWABLE AREA ACTUAL AREA

(TABLE 503)

VA NURSING UNIT 4A UL 10,913 SF

HEIGHT: MAX ALLOWABLE ACTUAL BUILDING HEIGHT

AREA (TABLE 503)

HEIGHT IN FEET UL EXISTING

HEIGHT IN STORIES 5 + BASEMENT

5. OCCUPANCY LOAD

NOTES: INSTITUTIONAL OCCUPANCY TOTAL

1. CALCULATIONS ARE (PRINCIPAL INTENDED USE) OCCUPANCY

PER NFPA TBL. 7.3.1.2 AREA / FACTOR = OCCUPANTS

VA NURSING UNIT 4A (ICU) 10,913 SF 240/SF 46

TOTAL 10,913 SF 46

6. EGRESS REQUIREMENTS

PER NFPA 101 TABLE 7.3.3.1

LEVEL COMPONENT STAIR COMPONENT

.2" PER OCCUPANT .3" PER OCCUPANT

MIN ACTUAL MIN ACTUAL

VA NURSING UNIT 4A (ICU) 96" 9.2" 36" 14.8"

NUMBER OF EXITS (UNIT 4A. AREA ONLY)

MIN. PER NFPA 101 ACTUAL

VA NURSING UNIT 4A (ICU) 2 2

7. TRAVEL DISTANCE

NOTES:

1. PER NFPA 101 TABLE A7.6.1.

2. PER NFPA 101 TABLE A7.6.1. NO DEAD END CORRIDORS CAN EXCEED 20'

TRAVEL DISTANCE LIMIT

NFPA 101 TABLE A7.6.1 ACTUAL

200 FT.

8. APPLICABLE CODES - DEPARTMENT OF VETERANS AFFAIRS

LIFE SAFETY CODE NFPA 101, 2018 EDITION

INTERNATIONAL BUILDING CODE 2018 EDITION, WITH STATE AMENDMENTS

AMERICAN DISABILITIES ACT 2010 WITH REVISED STANDARDS

INTERNATIONAL MECHANICAL CODE 2015 EDITION, WITH STATE AMENDMENTS

INTERNATIONAL PLUMBING CODE 2012 EDITION, WITH STATE AMENDMENTS

INTERNATIONAL GAS CODE 2012 EDITION, WITH STATE AMENDMENTS

NATIONAL ELECTRIC CODE 2020 EDITION, WITH NO STATE AMENDMENTS

INTERNATIONAL FIRE PROTECTION CODE 2012 EDITION, WITH NO STATE AMENDMENTS

INTERNATIONAL FUEL GAS CODE 2012 EDITION, WITH STATE AMENDMENTS

INTERNATIONAL ENERGY CONSERVATION CODE 2015 EDITION, WITH STATE AMENDMENTS

NFPA 13 2013 EDITION

TABLE 102. 10: CODES REFERENCE GUIDE

OCCUPANCY CLASSIFICATION

BUILDING CONSTRUCTION TYPES INCLUDING ALLOWABLE HEIGHT,

ALLOWABLE BUILDING AREAS, AND REQUIREMENTS FOR THE

SPRINKLER PROTECTION RELATED TO MINIMUM BUILDING CONSTRUCTION TYPES

MEANS OF EGRESS

STANDPIPES

INTERIOR FINISH

HVAC SYSTEMS

VERTICAL OPENINGS

SPRINKLER SYSTEMS MINIMUM CONSTRUCTION STANDARDS

FIRE ALARM SYSTEMS

SMOKE ALARM AND SMOKE DETECTION SYSTEMS

PORTABLE FIRE EXTINGUISHERS

COOKING EQUIPMENT

FUEL FIRE APPLIANCES

LIQUID PETROLEUM GAS

COMPRESSED NATURAL GAS

4A RENOVATION OF EXISTING SPACE

PRIMARY

LSC

IBC

LSC

IBC

LSC

IMC

LSC

LSC

LSC

LSC

IFC

LSC & NFPA

IFGC

NFPA 58

NFPA 52

SECONDARY

IBC

LSC

NONE

IFC

NONE

NONE

NONE

NONE

NONE

NONE

NONE

NONE

NFPA 54

NFPA 54 & IFGC

NONE

ICU NURSING UNIT (8 ROOMS)

181 FT. (MAX)

VA FIRE PROTECTION DESIGN MANUAL 2015, 7TH EDITION, DECEMBER

NOT IN CONTRACT

EGRESS PATH

EGRESS PATH TAG

EGRESS PATH TAG - COMMON PATH

EGRESS IDENTIFICATION

AREA OF REFUGE

HAZARDOUS LOCATION

FIRE EXTINGUISHER BRACKET

FIRE EXTINGUISHER CABINET

FIRE BLANKET CABINET

EMERGENCY RESPONSE REFERENCE

CONTROLLED ACCESS - ALWAYS

UNLOCKED IN DIRECTION OF EGRESS

KNOX BOX

DELAYED EGRESS W/ ALARM

CA

DE

KB

XXX

XXX

FEB

FEC

FBC

CAPACITYCLR

EXTERIOR

EXIT

XX" ###

EXIT

IDENTIFICATION

EGRESS CLEAR

WIDTH

EGRESS

CAPACITY

LEGEND

EXIT DISTANCE 181'-0''

EXIT DISTANCE 76'-6''

E X

IT

D

IS

T

A N

C E

E X

IT

D

IS

T

A N

C E

269 SF

ICU 1

4A-169

279 SF

ICU 2

4A-168

408 SF

ICU 3

4A-167

299 SF

ICU 4

4A-166

303 SF

ICU 5

4A-165

317 SF

ICU 6

4A-164

304 SF

TEAM RM

4A-163

58 SF

ELECTRICAL

4A-164A

381 SF

ISOLATION ICU 7

4A-162

63 SF

CHART

4A-162-179 SF

ANTE RM

4A-161

59 SF

TOILET

4A-162T

59 SF

TOILET

4A-160T

278 SF

ISOLATION ICU 8

4A-160

105 SF

NURSE MGR

4A-155

104 SF

MEDICAL

DIRECTOR

4A-156

52 SF

TOILET

4A-164T

52 SF

TOILET

4A-165T

52 SF

TOILET

4A-166T

52 SF

TOILET

4A-167T

52 SF

TLT

4A-168T

52 SF

TLT

4A-169T

184 SF

CLEAN SUPPLY

4A-159

225 SF

BREAK RM

4A-158

112 SF

FEMALE

LOCKERS

4A-152

63 SF

TOILET

4A-153

57 SF

MALE LOCKERS

4A-151

120 SF

CONSULT

4A-148

28 SF

LINEN

4A-149

34 SF

HAC

4A-154

150 SF

TEAM ROOM

4A-172

147 SF

TEAM RM

4A-173

113 SF

CASE MANAGER

4A-174

164 SF

SOILED UTILITY

4A-170

305 SF

EQUIPMENT

4A-171

39 SF

NOUR

4A-172-1

39 SF

ALC

4A-171-1

115 SF

MEDICATION

4A-175

72 SF

CORR

4A-199

39 SF

MEDS

4A-200

16 SF

P-TUBE

4A-200A

304 SF

CONTROL

CENTER

C4A-11

355 SF

CONTROL

CENTER

C4A-13

25 SF

ALC

4A-154-1

8 SF

ALC

4A-159-1

456 SF

WAITING RM

4A-146

589 SF

CORRIDOR

C4A-10

154 SF

CORRIDOR

C4A-17

224 SF

CORRIDOR

C4A-15

866 SF

CORRIDOR

C4A-14

60 SF

TOILET

4A-150

519 SF

CORRIDOR

C4A-12

131 SF

STAIR

46 SF

CHART

4A-165-1 46 SF

CHART

4A-167-1

45 SF

CHART

4A-169-1

57 SF

STORAGE

4A-201

61 SF

TOILET

4A-147

42 SF

STORAGE

4A-157

PATIENT WAITING

C4A-4

OFFICE

4A-145

OFFICE

4A-100

TOILET

4A-101 OFFICE

4A-102

CARDIAC ELEC

TROPHYSIOLOGY

4A-104

RECOVERY

4A-105

EP LAB

4A-108

SOILED UTILITY

4A-108

CONTROL

4A-107

ELEV

P-3

ELEV

P-2

ELEV

P-1

EMERGENCY

PRESSURE EQUIP

4A-204

CONVEYOR

CM-1

ELEV

P-4

ELEV

DT-1

TSC-2

CONVEYOR

4A-205

CRITICAL CARE

4A-110

STORAGE

4A-109

CHIEF RESP CARE

4A-138

CORRIDOR

C4A-5

CLEAN UP/ REPAIR

4A-112

MECHANICAL SVC

BAY-G

4A-202

ELECTRICAL SVC

BAY

4A-203

PATIENT RM

4A-100

TOILET

4B-101

EXIT DISTANCE 109'-4''

ROOF

ROOF

FEC

FEC

127 SF

STAIR

FEC

OIT

4B-123

(DEDUCT ALTERNATE #1)

Engineers Architects

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

S S S S

/2

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P

M

LS101

FOURTH FLOOR LIFE SAFETY AND

ANALYSIS

6 6ED

IMPROVE PATIENT PRIVACY

4A

HUNTER HOLMES MCGUIRE VAMC

1201 BROAD ROCK BLVD

RICHMOND, VA 23249 5/26/2020

BID DOCUMENTS

652-19-10819-127

LW

PROPOSED USE:

OWNED BY:

CODE ENFORCEMENT JURISDICTION:

APPLICABLE CODES:

GENERAL CODE INFORMATION:

NEW CONSTRUCTION

RENOVATION (EXISTING BUILDING)

CONSTRUCTION TYPE:

MIXED CONSTRUCTION

SPRINKLERED

MEZZANINE

MIXED OCCUPANCY

PRIMARY OCCUPANCY:

SECONDARY OCCUPANCY:

PROJECT NAME:

PROJECT ADDRESS:

OWNER OR AGENT:

FEDERAL

SEE LS101

IMPROVE PATIENT PRIVACY 4A

HUNTER HOLMES MCGUIRE VAMC 1201

BROAD ROCK BLVD

RICHMOND, VA 23249

PRIVAY

CODE INFORMATION

N

AREA OF WORK

FOURTH FLOOR

KEY PLAN

SCALE: NO SCALE

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

ENLARGED LIFE SAFETY PLAN

Scale: 12" = 1'-0"

LIFE SAFETY ANALYSIS

0 4 8 16

NORTH

PLAN

8 9 10 11 12 13 14 16

W

X

Y

Z

AA

FF

PRIMARY AREA OF WORK THIS PHASE

X.1

BB

B

B

B

B

B

B

C

A

A

A

AA

A

A

A

AA

A

B

B B B

B

PATIENT RM

4A-166

PATIENT RM

4A-165

CORRIDOR

C4A-10

PATIENT RM

4A-164

PATIENT RM

4A-164

NURSE OFFICE

4A-156

LINEN

4A-155A

OFFICE

4A-155

STRETCH

C4A-8

INTERN ON CALL

4A-151

STAFF OFFICE

4A-167

PATIENT RM

4A-168

CONTROL CENTER

C4A-11

PATIENT RM

4A-171

STORAGE

4A-170

SOILED UTILITY

4A-169

CLEAN UTILITY

4A-173

ELECTRICAL RM

4A-172

PATIENT RM

4A-177

STORAGE

4A-176

SOILED UTILITY

4A-175

MEDICAL RM

4A-174

STAIR

CONTROL CENTER

C4A-13

PATIENT RM

4A-178

STAFF OFFICE

4A-179

PATIENT RM

4A-180

PATIENT RM

4A-181

PATIENT RM

4A-182

PATIENT RM

4A-183

HEAD NURSE

4A-190

LINEN

4A-191A

LINEN

4A-191

STRETCH

C4A-15

INTERN OFFICE

4A-196

SHOWER

4A-198

TOILET

4A-197

ANTE RM

4A-186

PATIENT RM

4A-184

TOILET

4A-185

CORRIDOR

C4A-16

PATIENT RM

4A-187

ANTE RM

4A-188

TOILET

4A-189

ANTE RM

4A-163

ANTE RM

4A-160

PATIENT RM

4A-158

TOILET

4A-159

PATIENT RM

4A-161

TOILET

4A-162

TOILET

4A-154

TOILET

4A-152

SHOWER

4A-153

MALE LOCKER

4A-147

MALE LOCKER

4A-148

MALE LOCKER

4A-143

FEMALE LOCKER

4A-144

STORAGE

4A-142

PATIENT WAITING

C4A-4

CORRIDOR

C4A-5

OFFICE

4A-145

OFFICE

4A-100

TOILET

4A-101

OFFICE

4A-102

CARDIAC ELEC

TROPHYSIOLOGY

4A-104

RECOVERY

4A-105

EP LAB

4A-108

SOILED UTILITY

4A-108

CONTROL

4A-107

TOILET

4B-169

CORRIDOR

C4B-8

ELEC

TROPHISIOLOGY

4A-204A

TEAM ROOM MED.

PUL. OFFICE

4A-193

FAMILY WAITING

4A-149

LINEN

4A-200

TRASH

4A-201

STAFF TOILET

4A-192

HAC

4A-199

STORAGE

4A-195

CORRIDOR

C4A-17

ELEV LOBBY

C4A-1

STAIR

ELEV

P-3

ELEV

P-2

ELEV

P-1

EMERGENCY

PRESSURE EQUIP

4A-204

CONVEYOR

CM-1

ELEV

P-4

ELEV

DT-1

CORRIDOR

C4B-1

HSK STORAGE

4B-104

CORRIDOR

C4B-2

REG. DIETICIAN

OFFICE

4B-105

TSC-2

CONVEYOR

4A-205

PULMONARY

FELLOWS OFFICE

4A-194

TOILET

4A-162

CRITICAL CARE

4A-110

STORAGE

4A-109

OFFICE

4A-111

CHIEF RESP CARE

4A-138

CORRIDOR

C4A-5

CLEAN UP/ REPAIR

4A-112

MECHANICAL SVC

BAY-G

4A-202

ELECTRICAL SVC

BAY

4A-203

PATIENT RM

4A-100

TOILET

4B-101

PATIENT RM

4B-102

TOILET

4B-103

KEY NOTES:

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of

Construction and Facilities

Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

Cary, North Carolina 27511 www.acg-pa.com 919-858-7420

U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

S S S S

P

M

AH101

OVERALL FOURTH FLOOR DEMOLITION

PLAN - HAZARDOUS MATERIALS

100% CONSTRUCTION DOCUMENTS

1 1HJM

IMPROVE PATIENT PRIVACY

4A

HUNTER HOLMES MCGUIRE VAMC

1201 BROAD ROCK BLVD

RICHMOND, VA 23249 4/03/2020

100% CONSTRUCTION DOCUMENTS

652-19-108

19-127

SDB

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

FOURTH FLOOR PLAN

N

AREA OF WORK

FOURTH FLOOR

KEY PLAN

SCALE: NO SCALE

0 4 8 16

A1. REMOVE APPROXIMATELY 13,900 SQUARE FEET

OF ASBESTOS CONTAINING VINYL FLOOR TILE,

NON-ASBESTOS CONTAINING VINYL FLOOR TILE,

AND ASBESTOS CONTAINING MASTIC INSIDE A

NEGATIVE PRESSURE CONTAINMENT.

A2. REMOVE APPROXIMATELY 30 SQUARE FEET OF

CAULKING LOCATED AROUND THE FRAME OF THE

PATIENT ROOMS DOORS.

A3. REMOVE APPROXIMATELY 310 SQUARE FEET OF

CEMENTITIOUS (TRANSITE-LIKE) PANELS LOCATED

BENEATH PERIMETER WINDOWS FOUND

THROUGHOUT THE 4A AREA.

A4. REMOVE APPROXIMATELY 10 SQUARE FEET OF

WINDOW GLAZING ASSOCIATED WITH THE 3.5' X

2.5' WINDOWS LOCATED IN THE ANTEROOM.

A5. REMOVE APPROXIMATELY 400 SQUARE FEET OF

HVAC DUCT MASTIC LOCATED WITHIN THE

INTERSTITIAL WALKWAY (NOT DEPICTED)

1. THE SCOPE OF ASBESTOS ABATEMENT WORK

CONSISTS OF REMOVING VINYL FLOOR TILE,

ASSOCIATED FLOORING MASTICS, CAULKING

AROUND PATIENT ROOM DOOR FRAMES,

CEMENTITIOUS WINDOW SILLS, WINDOW GLAZING,

AND HVAC JOINT MASTIC LOCATED WITHIN THE

INTERSTITIAL WALKWAY, AND ASSUMED FIRE

DOORS. ALL WORK SHALL BE CONDUCTED IN

ACCORDANCE WITH ALL FEDERAL, STATE, AND

LOCAL REGULATIONS AND THE CONTRACT

SPECIFICATIONS.

2. ALL WORK SHALL BE CONDUCTED DURING

ADMINISTRATIVE HOURS (7:00 AM TO 5:00 PM)

MONDAY - FRIDAY EXCLUDING FEDERAL HOLIDAYS.

3. WORK SCHEDULES AND LIMITS OF ABATEMENT

SHALL BE COORDINATED WITH THE VA COR AND

CPIH FOR APPROVALS, UNLESS OTHERWISE

INDICATED ON THE KEYNOTES. THE ABATEMENT

CONTRACTOR SHALL SUBMIT A DETAILED WORK

PLAN AND ABATEMENT SCHEDULE WITH THE

REQUIRED SUBMITTALS. ANY CHANGES TO THE

PROCEDURES, CONTAINMENT LIMITS AND PHASING

SHALL BE SUBMITTED TO THE VA COR FOR

APPROVALS.

4. THE LOCATIONS AND QUANTITIES SHALL BE FIELD

VERIFIED BY THE ABATEMENT CONTRACTOR. THE

LIMITS OF REMOVAL AND EXTENT OF THE

CONTAINMENTS SHALL BE VERIFIED WITH THE VA

COR AND VPIH/CIH.

5. ALL LOADOUT PROCEDURES SHALL BE

COORDINATED WITH THE VA COR AND VPIH.

6. ALL POLYETHYLENE SHEETING USED FOR THE

ABATEMENT PROJECT SHALL BE OF THE FIRE

RETARDANT TYPE.

7. THE LOCATIONS OF ABATEMENT

DECONTAMINATION UNITS AND WASTE DISPOSAL

CONTAINERS SHALL BE FIELD VERIFIED WITH THE VA

COR. ALL LOADOUT PROCEDURES SHALL BE

COORDINATED WITH THE VA COR.

8. ALL AIR MONITORING AND CLEARANCE SAMPLING

SHALL BE CONDUCTED BY THE CPIH.

9. VA PERSONNEL SHALL BE RESPONSIBLE FOR

REMOVING OR RELOCATING ALL DATA EQUIPMENT,

COMPUTERS, SUPPLIES, FURNITURE, DESKS, WALL

HANGINGS, ETC., FROM THE ABATEMENT AREAS.

10. ALL MECHANICAL SYSTEMS, INCLUDING BUT NOT

LIMITED TO, HVAC SYSTEMS, STEAM PIPING, ETC.,

SHALL BE SHUT DOWN DURING ALL ABATEMENT

ACTIVITIES. ABATEMENT OF ASBESTOS PIPE

INSULATION AND FITTING INSULATION FROM THE

STEAM PIPING MUST BE ACCOMPLISHED WHEN THE

STEAM PIPES ARE LESS THAN 150 DEGREES

FAHRENHEIT. ALL REQUIRED STEAM SHUTDOWNS

SHALL BE PROPERLY COORDINATED WITH THE VA TO

MINIMIZE IMPACT TO THE HOSPITAL OPERATIONS.

11. STRICT COORDINATION BETWEEN THE VA

OCCUPANTS, VA COR, CPIH, GENERAL CONTRACTOR

AND ABATEMENT CONTRACTOR SHALL BE

REQUIRED.

LEGEND:

AREAS WITH FLOOR TILE AND ASSOCIATED MASTIC

DOORFRAMES WITH ASBESTOS CONTAINING CAULK

CEMENTITIOUS WINDOW SILLS

WINDOW GLAZING

FROEHLING ROBERTSON

Engineering Stability Since 1881

NO MASTIC FLOORING

IN THESE AREAS

AutoCAD SHX Text

W W

X X

Y Y

Z Z

AA AA

X.1 X.1

PRIMARY AREA OF WORK

a b d e f g h i j k

1.0

2.0

3.0

4.0

5.0

6.0

7.0 c m n p

HSS3X3X3/8

HSS3X3X3/8

HSS3X3X3/8

HSS4X4X3/8 HSS4X4X3/8

HSS4X4X3/8

HSS4X4X3/8

HSS3X3X3/8

HSS3X3X3/8

HSS3X3X3/8

HSS4X4X3/8

HSS4X4X3/8

HSS4X4X3/8

HSS4X4X3/8

HSS3X3X3/8

HSS3X3X3/8

HSS3X3X3/8

HSS4X4X3/8

HSS4X4X3/8 HSS4X4X3/8

HSS4X4X3/8 HSS3X3X3/8

HSS3X3X3/8

HSS3X3X3/8

HSS3X3X3/8

HSS3X3X3/8

HSS3X3X3/8

HSS4X4X3/8 HSS4X4X3/8

HSS4X4X3/8 HSS4X4X3/8

HSS3X3X3/8

ANGLE BRACE L3 x 3 x

1/4" (TYP.)

X BRACING

o

X BRACING

ANGLE BRACE L3 x 3 x 1/4" (TYP.)

Engineers Architects

## KEY NOTES:

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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M

S-100

PATIENT LIFT SUPPORT PLAN

1 2ED

IMPROVE PATIENT PRIVACY

4A

HUNTER HOLMES MCGUIRE VAMC

1201 BROAD ROCK BLVD

RICHMOND, VA 23249 5/26/2020

BID DOCUMENTS

652-19-10819-127

LCW

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

FOURTH FLOOR PLAN 0 4 8 16

NORTH

PLAN

1. ALL BEAMS SHALL BE W8 x 18 U.N.O.

2. PROVIDE X-BRACING AT BENTS a, e, h, k, 4.0 AND 7.0

3. PROVIDE MOMENT FRAMES AT BENTS b, d, f, g, i, j, 5.0

AND 6.0

4. SEE 9/S-101 FOR ENLARGED TYP. PLAN.

5. ALL VERTICAL FRAMING TO BE CONCEALED WITHIN

NEW WALLS.

6. T.O.S. ELEV ± 10'-3" AFF U.N.O.

N

AREA OF WORK

SCOPE OUTLINE

KEY PLAN

SCALE: NO SCALE

DocuSign Envelope ID: D09F4E6C-1492-454D-8F93-8210CD7E622A

NOTES:

1.) WELD DECK TO SUPPORTS w/ 5_

" DIA. PUDDLE WELDS USING E60XX ELECTRODES.

2.) SIDELAP FASTENER @ 12" o.c. REQUIRED FOR EACH DECK SPAN. SIDELAP FASTENERS SHALL BE #10-16

SCREWS OR APPROVED ALTERNATIVE.

3.) MINIMUM DECK PROPERTIES

Ip = 0.222 in^4/ft Sp = 0.231 in^3/ft In = 0.186 in^4/ft Sn = 0.224 in^3/ft Va = 3322 plf Fy = 50 ksi

COVER

DECK TO SUPPORTS

(36/4 PATTERN)

3'-0"

1.5C 20 Ga. FLOOR DECK

SEE PLAN

COLUMN

4 x 10 x 1/2" (FOR HSS4 x 4) 3 x 10 x 1/2" (FOR HSS3 x 3)

BASE

3" 3"

7 7

S101 S101

S101 S101

S101

SEE PLAN

SEE PLAN

TYP

SEE PLAN

CONTINUOUS

4TH FLR ELEV

SEE PLAN

%%203

(TYP)

CAP %%220 %%208 x 3 x 0'-3

BEAM

COLUMN

SEE PLAN

BRACE

COLUMN

S

P A

C E

S

"o .c

'-0

SEE PLAN

H O

LE

S

1 _ 2"

1 _ 2"

SEE PLAN SEE PLAN

BOTT/BEAM

SEE PLAN

TOP PLATE

BOTT PLATE

TYP BEAM CONNECTION

w/ 2 ~ 3/4" DIA. BOLTS (A325N)

BEAM

COLUMN

BEAM

Ü Î x 3 x 1'-1" x 3/8"

4 x 6 x 1/4"

4 x 0'-5

SEE PLAN

BOTT/BEAM

SEE PLAN

SEE PLAN

TYP BEAM CONNECTION

w/ 2 ~ 3/4" DIA. (A325N)

BEAM

BEAM

4 x 0'-5

S101

S101

HSS 4

x

4HSS 3 x 3

HSS 3

x

HSS 4 x 4HSS 3 x

N O

T E

N

O T

E

N O

T E

NOTE 4

NOTE 4

NOTE 4

NOTE 4

NOTE 4

NOTE 4

W 8 x 18

W 8 x 18 H

S S x

W 8 x 18

W 8 x 18

W 8 x 18W 8 x 18

H S

S x

W x

L3 x 3 x 1/4

L3 x 3 x 1/4

C A

P A

C

IT

Y P

A T

IE

N

T L

IF

T

C A

P A

C

IT

Y P

A T

IE

N

T L

IF

T

EXISTING

NEW

NEW

NEW CONTINUOUS

ATTACH TO EXISTING SLAB

w/ %%208"%%221 HILTI HAS-V RODS

@ 12" o.c.

INSTALL USING HILTI HIT-HY200

ADHESIVE SYSTEM

DETAIL

OR APPROVED EQUAL

NOTES:

1.) FLOOR CONSTRUCTION TO BE 4" NORMAL WEIGHT CONCRETE ON GALVANIZED

NON-COMPOSITE METAL FLOOR DECK (4" TOTAL SLAB THICKNESS). SEE DETAIL

FOR ATTACHMENT.

(EMBED = 4%%208" MIN)

NOTE 1 SLAB

SLAB INFILL

DECKING

L 4 x 4 x %%204

4"

6 6 S101 S101

4TH FLR ELEV

'-9

'-3

NOTES:

1.) X-BRACE = PL 5/16 x 2" WIDE.

2.) MC = FIELD WELDED MOMENT CONNECTION. SEE DET 4.

3.) BOTT/BM ELEV = (+9'-4) AFF.

4.) 41/2" DIA WEB PENETRATIONS IN ALL W8 BEAMS. SEE DET 8.

5.) CONCEAL POSTS WITHIN INTERIOR WALL.

16' - 10"

(SEE FLOOR PLAN)

1'-6" or 0"

L3 x 3 x 1/4

W6 x 18

Engineers Architects

## KEY NOTES:

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

/2

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A

M

S-101

PATIENT LIFT SUPPORTS

2 2ED

IMPROVE PATIENT PRIVACY

4A

HUNTER HOLMES MCGUIRE VAMC

1201 BROAD ROCK BLVD

RICHMOND, VA 23249 5/26/2020

BID DOCUMENTS

652-19-10819-127

LCW

N

AREA OF WORK

FOURTH FLOOR

KEY PLAN

SCALE: NO SCALE

Scale: 1 1/2" = 1'-0"

DECK PROFILE

Scale: 3" = 1'-0"

BASE PLATE DETAIL

Scale: 1/2" = 1'-0"

ELEVATION @ HEADWALL

Scale: 6" = 1'-0"

COLUMN PENETRATION

Scale: 1 1/2" = 1'-0"

BEAM CONNECTION DETAIL

Scale: 1 1/2" = 1'-0"

BEAM CONNECTION DETAIL

Scale: 1/2" = 1'-0"

TYPICAL PATIENT RAIL SUPPORT PLAN

Scale: 1 1/2" = 1'-0"

SLAB INFILL DETAIL

Scale: 1/2" = 1'-0"

ELEVATION @ FOOTWALL (RIGID FRAME)

DocuSign Envelope ID: D09F4E6C-1492-454D-8F93-8210CD7E622A

AFF ABOVE FINISHED FLOOR

ACP/APC ACOUSTIC CEILING PANEL/

ACOUSTIC PANEL CEILING

ACT ACOUSTIC(AL) TILE

ADJ ADJUSTABLE

ADT'L ADDITIONAL

AGG AGGREGATE

ALT ALTERNATE

AL ALUMINUM

APPROX APPROXIMATE(LY)

ASPH ASPHALT

AUTO AUTOMATIC

B/O BOTTOM OF

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BOT BOTTOM

BRG BEARING

CENTERLINE

C/C CENTER TO CENTER

CJ CONTROL JOINT

CLL CONTRACT LIMIT LINE

CEM CEMENT(ITIOUS)

CMU CONCRETE MASONRY UNIT

CLG CEILING

CLR CLEAR

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

CPT CARPET

CT CERAMIC TILE

CTR CENTER(ED)

DF DRINKING FOUNTAIN

DS DOWNSPOUT

DBL DOUBLE

DEG DEGREE

DEMO DEMOLITION

DET/DTL DETAIL

DIA DIAMETER

DIM DIMENSION

DN DOWN

DWG(S) DRAWING(S)

E EAST

EC ELECTRICAL CONTRACTOR

EHO ELECTRICAL HOLD OPEN

EJ EXPANSION JOINT

EW EACH WAY

EA EACH

EIFS EXTERIOR INSULATION

FINISH SYSTEM

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EMER EMERGENCY

EQ EQUAL

EQUIP EQUIPMENT

ETR EXISTING TO REMAIN

EXIST EXISTING

EXT EXTERIOR

EWC ELECTRIC WATER COOLER

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FFE FINISH FLOOR ELEVATION

FV FIELD VERIFY

FEC FIRE EXTINGUISHER CABINET

FDN FOUNDATION

FIN FINISH

FLSHG FLASHING

FLR FLOOR

FRMG FRAMING

FRP RESILIENT PANEL

FT FOOT/FEET

FTG FOOTING

GC GENERAL CONTRACTOR

GA GAUGE

GALV GALVANIZED

GEN GENERAL

GYP GYPSUM

HM HOLLOW METAL

HDWR HARDWARE

HOL HOLLOW

HOR HORIZONTAL

HT HEIGHT

HVAC HEATING/VENTILATION/AIR

CONDITIONING

IDPH ILLINOIS DEPARTMENT OF

PUBLIC HEALTH

ID INSIDE DIAMETER

IN INCH

INCL INCLUDING

INSUL INSULATION

INT INTERIOR

JAN JANITOR

JT JOINT

LAV LAVATORY

LB(S) POUND(S)

L/S LANDSCAPE

LT LIGHT

LVT LUXURY VINYL TILE

MO MASONRY OPENING

MAS MASONRY

MAT'L MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MGR MANAGER

MIN MINIMUM

MISC MISCELLANEOUS

MTD MOUNTED

MTL METAL

N NORTH

NIC NOT IN CONTRACT

NTS NOT TO SCALE

NOM NOMINAL

OC ON CENTER

OD OUTSIDE DIAMETER

O TO O OUT TO OUT

OPNG OPENING

OPP OPPOSITE

OVHD OVERHEAD

PEB PRE-ENGINEERED BUILDING

PJF PREFORMED JOINT FILLER

PT PRESSURE TREATED

PERIM PERIMETER

PL PLATE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PLYWD PLYWOOD

PNT PAINT

PR PAIR

PTD PAINTED

PWR POWER

RB RUBBER BASE

RD ROOF DRAIN

RO ROUGH OPENING

RAD RADIUS

REC RECESSED

REINF REINFORCED

REQ'D REQUIRED

REV REVISED (REVISION)

RM ROOM

S SOUTH

SB SPLASH BLOCK

SF SQUARE FEET

SS STAINLESS STEEL

SIM SIMILAR

SPEC SPECIFICATIONS

SQ SQUARE

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

T&G TONGUE AND GROOVE

T/O TOP OF

TELE TELEPHONE

TRTD TREATED

TS TUBE STEEL

TYP TYPICAL

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

VCT VINYL COMPOSITION TILE

VIF VERIFY IN FIELD

VERT VERTICAL

W WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WWF WELDED WIRE FABRIC

WD WOOD

WH WATER HEATER

WT WEIGHT

CL

DEMOLITION KEYNOTE

WINDOW TYPE

TOILET ACCESSORY

WALL TYPE

ROOF PITCH SYMBOL

DOOR NUMBER

TYPICAL KEYNOTE CEILING/ SOFFIT

HEIGHT A.F.F.

MATL

1'-0"

-1

1. INDICATIONS OF PROJECT LIMITS OR LINES OF DEMARCATION ARE SHOWN FOR GENERAL SCOPE DEFINITION AND REFLECT THE UNDERSTANDING OF THE DESIGNER AS TO THE LIMITATIONS OF THE WORK AREA IN AN OCCUPIED AREA. ACTUAL CONTRACT LIMITS ARE TO BE DETERMINED BY AGREEMENT BETWEEN THE COR AND

CONTRACTOR BEFORE THE START OF THE WORK.

2. DRAWINGS ARE PREPARED USING DIMENSIONS AND PRODUCT DRAWINGS FOR SPECIFIC PRODUCTS THAT

MAY CHANGE BEFORE THEY ARE INCORPORATED INTO THE WORK, AND PRODUCTS BY OTHER

MANUFACTURERS ARE ALSO ACCEPTABLE. THEREFORE, INSTALLATION DETAILS AND DIMENSIONS MAY DIFFER FROM THOSE SHOWN. CONTRACTOR SHALL VERIFY INSTALLATION REQUIREMENTS FOR ALL PRODUCTS TO BE INCORPORATED IN THE WORK (INCLUDING THICKNESS FOR RECESSED OR SEMI-RECESSED PRODUCTS) AND IS RESPONSIBLE FOR ACCOMMODATING AND COORDINATING CHANGES TO OTHER MATERIALS OR PRODUCTS

THAT ARE NECESSARY BECAUSE OF THESE DIFFERENCES.

3. THE DRAWINGS AND SPECIFICATIONS ARE SEPARATED INTO DISCIPLINES FOR CONVENIENCE. THE SEPARATIONS ARE USED ONLY FOR THE PURPOSES OF CONVENIENCE AND REFERENCE AND IN NO WAY DO THEY DEFINE OR LIMIT THE SCOPE OR INTENT OF ANY PART OF THE DRAWINGS, OR OF THE DRAWINGS AND SPECIFICATIONS AS A WHOLE. THE FACT THAT THE DRAWINGS ARE SEPARATED IN NO WAY SUGGESTS THAT

THE WORK IS NOT TO BE CONSTRUCTED AS A COMPLETE, INTEGRATED AND UNIFIED WHOLE.

4. THE DRAWINGS AND SPECIFICATIONS, INCLUDING DRAWINGS PREPARED BY SPECIFIC ENGINEERING DISCIPLINES ARE COMPLEMENTARY; ITEMS SHOWN IN ANY ONE LOCATION IN THE DRAWINGS SHALL BE CONSIDERED TO BE REQUIREMENTS OF THE CONTRACT FOR CONSTRUCTION. IN THE EVENT OF AN INCONSISTENCY BETWEEN THE DRAWINGS AND SPECIFICATIONS, OR WITHIN EITHER DOCUMENT, THE CONTRACTOR SHALL SEEK CLARIFICATION OR INTERPRETATION FROM THE COR PRIOR TO BIDDING. WHERE INCONSISTENCIES ARE NOT CLARIFIED PRIOR TO BIDDING, AND WHERE THE ACTUAL SOLUTION OR INTENT CANNOT BE REASONABLY INFERRED, THE CONTRACTOR SHALL PROVIDE THE BETTER QUALITY OR GREATER

QUANTITY OF WORK.

5. USE OF THE WORD "VERIFY" POINTS OUT A SITUATION WHICH MUST BE CONFIRMED PRIOR TO PROCEEDING WITH THE WORK, FABRICATION OF EQUIPMENT, OR ORDERING MATERIAL. NOTIFY THE COR OF ANY

DISCREPANCY DISCOVERED.

6. THE CONTRACTOR SHALL NOTIFY THE COR IMMEDIATELY SHOULD DISCREPANCIES BE FOUND IN THE

DRAWINGS AND SPECIFICATIONS.

7. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL FIELD CONDITIONS AND DIMENSIONS AS THEY RELATE TO THIS PROJECT. SHOULD DISCREPANCIES EXIST BETWEEN THE WORK INDICATED AND ACTUAL FIELD

CONDITIONS NOTIFY THE COR PRIOR TO PROCEEDING WITH THE WORK.

8. DO NOT SCALE THE DRAWINGS. DRAWING SCALES AS INDICATED ARE FOR REFERENCE ONLY AND ARE NOT INTENDED TO ACCURATELY DEPICT ACTUAL OR DESIGNATED CONDITIONS. WRITTEN DIMENSIONS SHALL

GOVERN.

9. COORDINATE WORK OF ALL TRADES PRIOR TO STARTING CONSTRUCTION.

10. THE CONTRACTOR AND SUBCONTRACTORS INVOLVED IN THIS PROJECT SHALL BE RESPONSIBLE FOR DESIGNING AND INSTALLING THEIR RESPECTIVE WORK AND SYSTEMS TO MEET ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES, LAWS, SAFETY REGULATIONS, HAZARDOUS WASTE LAWS, ETC. THE CONTRACTOR

SHALL FURNISH ALL NECESSARY PERMITS.

11. THE CONTRACTOR SHALL REVIEW THE DRAWINGS AND UNDERSTAND THE SCOPE OF THE DRAWINGS TO BE THE FOLLOWING: THESE CONSTRUCTION DOCUMENTS (DRAWINGS, SPECIFICATIONS, ADDENDA, ETC.)

INDICATE THE GENERAL SCOPE OF THE PROJECT IN TERMS OF ARCHITECTURAL DESIGN CONCEPTS, THE DIMENSIONS OF THE BUILDING, THE MAJOR ARCHITECTURAL ELEMENTS, AND THE MAJOR STRUCTURAL, MECHANICAL, ELECTRICAL, AND DATA SYSTEMS. THE DOCUMENTS DO NOT AND ARE NOT INTENDED TO INDICATE OR DESCRIBE IN DETAIL ALL THE NECESSARY WORK REQUIRED FOR FULL PERFORMANCE OF, AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT. ON THE BASIS OF THE GENERAL SCOPE INDICATED IN THESE DOCUMENTS, THE TRADE CONTRACTORS SHALL FURNISH ALL ITEMS REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THEIR WORK. ALL WORK SHALL BE COMPLETE IN EVERY DETAIL AND THE CONTRACTORS SHALL PROVIDE A ONE YEAR WARRANTY FOR THEIR WORK UNLESS A LONGER WARRANTY IS

INDICATED IN THE SPECIFICATIONS.

12. CONTRACTORS SHALL FOLLOW AND OBEY ALL FEDERAL, STATE AND LOCAL CODES, LAWS, SAFETY

REGULATIONS AND HAZARDOUS WASTE LAWS, ETC.

1. KEY NOTES AND DRAWINGS ARE INTENDED TO GRAPHICALLY REPRESENT

GENERAL WORK AND DO NOT PORTRAY FULL SCOPE OF THE PROJECT. SEE

SPECIFICATIONS FOR DETAILED REQUIREMENTS.

2. REMOVE EXISTING CONSTRUCTION AS DESIGNATED HEREIN AND CLEAR AREA

OF DEBRIS PRIOR TO PROCEEDING WITH NEW CONSTRUCTION.

3. EXISTING EQUIPMENT REMOVED SHALL BE PROPERLY DISPOSED OFF MEDICAL

CENTER GROUNDS.

4. PATCH WALL OPENING SHALL MATCH THE INTEGRITY OF ADJACENT

CONSTRUCTION UNLESS INDICATED OTHERWISE.

5. NOTIFY COR OF ANY DEMOLITION REQUIRED AND NOT INDICATED FOR

INSTALLATION OF ELECTRICAL OR DATA ITEMS. AFTER SUCH DEMOLITION AND

INSTALLAT…