S02_Att3 DWGS (Combined) 556-17-002 Renovate Bldg. 131-4A.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

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMP

321 4 5 6 7 8 9 10

HARRELL DESIGN GROUP PC

8016 TOWER POINT DRIVE

CHARLOTTE, NC 28227

704-814-1346

POC: LEE HARRELL PE, LEED AP, QCxP

PRESIDENT

COPYRIGHT © 2021

h d g fs s v r\

U s e rF o ld e rR e d ir e c ts

\k b e n to n \D o c u m e n ts \R e v it

B a c k u p \1

A R

C H k b e n to n h a rr e lld g .c o m

.r v t

/1

/2

:1

:1

P

M

556-17-002

GI001

DWJCSEPTEMBER 17, 2021

CAPTAIN JAMES A. LOVELL FEDERAL HEALTH CARE

CENTER (FHCC)

RENOVATE BUILDING 131-4A WINGCOVER SHEET

CONSTRUCTION

DOCUMENTS 100%

HDG PROJECT: 19030

CAMPUS AERIAL PHOTO

LOCATION MAP

COORDINATION NOTES

INDEX OF DRAWINGS

PROJECT

3001 GREEN BAY ROAD

NORTH CHICAGO, IL 60064

556-17-002

RENOVATE BUILDING 131-4A WING

CAPTAIN JAMES A. LOVELL FEDERAL HEALTH CARE CENTER (FHCC)

THE CONTRACTOR SHALL PREPARE COORDINATION DRAWINGS. SUCH DRAWINGS SHALL BE ARRANGED AND DESIGNED THROUGH AND FROM COORDINATION WITH ALL OTHER MAJOR AND MINOR SUBCONTRACTORS.

THE CONTRACTOR AT THEIR OWN EXPENSE SHALL PREPARE A THREE-DIMENSIONAL COORDINATION MODEL AND PRODUCE TWO-DIMENSIONAL COORDINATION DRAWINGS FROM MODEL, SPECIFICALLY CREATED BY THE

CONTRACTOR FOR THIS PROJECT.

MODEL SHALL INCLUDE AND DRAWINGS SHALL SHOW, BUT NOT BE LIMITED TO: ALL DUCTWORK; ALL AIR DISTRIBUTION; MECHANICAL EQUIPMENT; MECHANICAL PIPING; FIRE PROTECTION PIPING; ALL PLUMBING PIPING;

CABLE TRAYS (WITH ELEVATIONS NOTED); LIGHTING FIXTURES (WHEN CEILING MOUNTED); CEILING GRID AND CEILING HEIGHT; COLUMNS, BEAMS AND JOISTS (WITH ELEVATIONS MARKED); FIRE ALARM DEVICES AND SPEAKERS (WHERE CEILING MOUNTED); ELECTRICAL CONDUITS LARGER THAN 2-INCH DIAMETER; ELECTRICAL BUSWAY AND REQUIRED CLEARANCES; EQUIPMENT PROVIDED BY OTHERS THAT PROTRUDE INTO CEILING CAVITIES OR IMPEDE THE LOCATION OR ACCESS TO ABOVE CEILING PIPING, DUCTWORK OF OTHER EQUIPMENT. SECTIONS SHALL BE CUT THROUGH AREAS SHOWING MATERIALS AND SYSTEMS OF ALL CONTRACTS.

IF THERE ARE ANY COORDINATION ISSUES THAT CANNOT BE RESOLVED BY THE GC’S COORDINATION DRAWING PREPARER, THE GC SHALL SUBMIT RFI TO THE VA.

CONTRACTOR SHALL PERFORM CLASH DETECTION ON ALL MODELED ELEMENTS AND RESOLVE CLASHES AMONGST TRADES.

NOTE THAT ROUGH-IN / FABRICATION CANNOT BEGIN UNTIL COORDINATION MODEL AND DRAWINGS HAVE BEEN APPROVED. ANY MATERIAL, EQUIPMENT, SYSTEMS, ETC., PROCUREMENT OR INSTALLATION COMMENCED PRIOR TO APPROVAL IS TAKEN AT THE CONTRACTORS OWN RISK AND MAY HAVE TO BE MODIFIED, MOVED AND/OR RECONFIGURED AT NO INCREASE IN CONSTRUCTION TIME OR MONIES TO BE BURDENED BY THE GOVERNMENT. BOTH MODEL AND DRAWINGS ARE TO BE MADE A PART OF COORDINATION DRAWING SUBMISSION TO GOVERNMENT AND DESIGNER. ENSURE THAT ALL SUB-CONTRACTORS ARE RESPONSIBLE FOR

COORDINATION ACROSS ENTIRE SET OF CONSTRUCTION DOCUMENTS.

PROJECT

SITE

FIRE ALARM

FA001 GENERAL NOTES AND SCHEDULES

FA101 FOURTH FLOOR FIRE ALARM PLAN

FA102 ROOF AND PENTHOUSE FLOOR FIRE ALARM PLAN

FIRE PROTECTION

FX001 GENERAL NOTES & LEGENDS

FD101 FOURTH FLOOR PLAN - FIRE PROTECTION DEMOLITION

FX101 FOURTH FLOOR PLAN - FIRE PROTECTION

FX102 ROOF & PENTHOUSE FLOOR - FIRE PROTECTION

PLUMBING

PL001 GENERAL NOTES, LEGENDS, & SCHEDULES

PD101 FOURTH FLOOR PLAN - PLUMBING DEMOLITION

PL101 FOURTH FLOOR PLAN - WASTE

PL102 FOURTH FLOOR PLAN - DOMESTIC WATER

PL501 PLUMBING DETAILS

PL701 PLUMBING RISER DIAGRAMS

MECHANICAL

MH001 GENERAL NOTES & LEGENDS

MD101 FOURTH FLOOR - ENLARGED - MECHANICAL DEMOLITION PLAN

MH101 FOURTH FLOOR - ENLARGED - MECHANICAL DUCTWORK PLAN

MP101 FOURTH FLOOR - ENLARGED - MECHANICAL PIPING PLAN

MH301 SECTIONS & ELEVATIONS

MH401 ROOF AND PENTHOUSE - PARTIAL - TEMPORARY MECHANICAL PLANS

MH402 ROOF AND PENTHOUSE - PARTIAL - MECHANICAL PLANS

MH501 DETAILS

MH502 DETAILS

MH503 DETAILS

MH601 SCHEDULES

MI701 CONTROLS SCHEMATICS

MI702 CONTROLS POINTS

ELECTRICAL

EG001 GENERAL NOTES AND SCHEDULES

ED101 FOURTH FLOOR DEMOLITION PLAN - ELECTRICAL

ED102 PENTHOUSE FLOOR DEMOLITION PLAN - ELECTRICAL

EL101 FOURTH FLOOR LIGHTING PLAN

EL102 PENTHOUSE LIGHTING PLAN

EP101 FOURTH FLOOR POWER PLAN

EP102 PENTHOUSE FLOOR POWER PLAN

EY101 FOURTH FLOOR SYSTEMS PLAN

EY102 FOURTH FLOOR SYSTEMS PLAN - CABLE TRAY

EP501 ELECTRICAL DETAILS

EP502 ELECTRICAL DETAILS

EP601 ELECTRICAL RISER DIAGRAM

EP701 PANEL SCHEDULES

EP702 ELECTRICAL EQUIPMENT SCHEDULE

GENERAL

GI001 COVER SHEET

GI002 EQUIPMENT MOUNTING LEGEND

GI003 ACCESSIBILITY LEGEND

GI101 FOURTH FLOOR LIFE SAFETY PLAN

GI200 BID DEDUCT ALTERNATES

GI201 BID DEDUCT ALTERNATE PLANS

GI501 PROJECT-WIDE PARTITION TYPES AND STANDARD DETAILS

LS-5 BUILDING 131 FOURTH FLOOR

GENERAL CONDITIONS

GC100 GROUND FLOOR INFECTION CONTROL (ICRA) PLAN

GC103 FOURTH FLOOR INFECTION CONTROL (ICRA) PLAN

ARCHITECTURAL

AS101 ARCHITECTURAL SITE PLAN

AI001 NOTES AND LEGEND

AI002 ARCHITECTURAL ABBREVIATIONS

AD052 FOURTH FLOOR DEMOLITION PLAN

AE100 FOURTH FLOOR OVERALL PLAN

AE102 FOURTH FLOOR PLAN - ENLARGED

AE103 FOURTH FLOOR DIMENSION PLAN

AE104 FOURTH FLOOR WALL TYPES PLAN

AE105 FOURTH FLOOR LEVELING PLAN

AE106 FOURTH FLOOR REFLECTED CEILING PLAN

AE107 THIRD FLOOR REFLECTED CEILING PLAN

AE108 PENTHOUSE FLOOR PLAN - TEMPORARY AHU

AE109 PENTHOUSE FLOOR PLANS

AE110 PENTHOUSE ROOF PLAN

AE400 TYPICAL AND ENLARGED PLANS

AE401 INTERIOR ELEVATIONS

AE402 PARTIAL BUILDING SECTIONS

AE403 INTERIOR ELEVATIONS

AE404 BUILDING SECTIONS

AE511 INTERIOR DETAILS

AE512 INTERIOR DETAILS

AE515 CASEWORK DETAILS

AE601 DOOR SCHEDULE

AE602 WINDOW ELEVATIONS AND TYPES

AE603 WINDOW DETAILS

INTERIOR

AF100 FOURTH FLOOR FINISH PLAN

AF500 THRESHOLD DETAILS

AF501 WALL PROTECTION / SIGNAGE TYPES

AF502 SIGNAGE TYPES CONSTRUCTION DETAILS

AF601 ROOM FINISHES SCHEDULE

AF602 INTERIOR MATERIALS LEGEND

EQUIPMENT

QH101 ENLARGED FOURTH FLOOR EQUIPMENT PLAN

QH102 ENLARGED EQUIPMENT PLANS

QH103 ENLARGED EQUIPMENT PLANS

QH601 EQUIPMENT SCHEDULE

PROJECT DESCRIPTION

THE PROJECT RENOVATES APPROXIMATELY 10,096 SQUARE FEET OF EXISTING FOURTH FLOOR INTERIOR SPACE FOR INPATIENT MENTAL HEALTH SERVICES. PROJECT CONSTRUCTS A NEW LAYOUT AND RENOVATION

FOR APPROXIMATELY 10,096 GROSS SQUARE FEET (GSF) OF LOCKED INPATIENT MENTAL HEALTH SPACE, WITH THE GOAL OF PROMOTING A SAFE AND RECOVERY-ORIENTED ENVIRONMENT. THE PROJECT CREATES A

NON-INSTITUTIONAL, HOME LIKE ENVIRONMENT WHILE IMPLEMENTING SAFETY AND ANTI-LIGATURE FEATURES.

TO SERVE THESE OBJECTIVES, THE PROJECT GUTS AND RENOVATES BUILDING 131 UNIT 4A. THE NEW DESIGN PROVIDES 16 NEW PATIENT BEDS, DISTRIBUTED AS 4 DOUBLE PATIENT ROOMS AND 8 SINGLE PATIENT

ROOMS. THIS PROJECT ALSO PROVIDES SECLUSION ROOM, DINING/GROUP ROOM, DAY ROOM, CONSULT/FAMILY ROOM, AND QUIET ROOM. STAFF SUPPORT SPACES INCLUDE CONFERENCE/TEAM ROOM, CLEAN UTILITY, AND SOILED UTILITY. TREATMENT ROOMS INCLUDE EXAM, INTERVIEW/TRIAGE, AND MEDS/NOURISHMENT ROOMS. THIS PROJECT FURNISHES APPROPRIATE NEW BUILDING UTILITY INFRASTRUCTURE TO ACCOMMODATE

INPATIENT AND CLINICAL NEEDS. THIS PROJECT ALSO INCLUDES REPLACING THE EXISTING MECHANICAL AIR HANDLER SERVING 4A, 3A, AND 2A.

LASTLY, THIS PROJECT PROVIDES NEW SECURITY INFRASTRUCTURE FOR THE EXISTING SALLY PORT, SO CARD READERS WILL OPEN THE SALLY PORT DOORS FROM 4A AND 4C NURSE STATIONS.

1. PRODUCTS TO BE FURNISHED BY VA AND INSTALLED BY GC:

A. SEE SHEET QH601 FOR COMPLETE LIST.

2. NAME BRAND OR EQUAL ITEMS TO BE FURNISHED AND INSTALLED BY GC.

A. THE DOOR SWITCH LIGATURE RESISTANT OVER-THE-DOOR ALARMS BY CAM-

DEX SECURITY CORPORATION.

B. WICKET DOORS: CECO MEDALLION BH-PRA

C. KENNON SOFT SUICIDE DOORS

D. YASKAWA VARIABLE FREQUENCY DRIVES

E. WHITEHALL LIGATURE RESISTANT CORTERRA™ BASIN ADA COMPLIANT

MODEL WH3775

F. INTERSAN BY AQUADESIGN MANUFACTURING CEILING SHOWER HEAD

G. WILLOUGHBY INDUSTRIES - BEHAVIORAL HEALTH PRODUCTS LIGATURE-

RESISTANT TOILET

H. FIRECLAY TILE RIPPLE

I. FIRECLAY TILE MAGNOLIA W/ BLACK PATINE

NAME BRAND OR EQUAL ITEMS:

SCHEDULE OF BID ITEMS

BID DEDUCT ALTERNATE 1: REMOVE INTERIOR RENOVATION WORK IN CONFERENCE ROOM/TEAM A406.

BID DEDUCT ALTERNATE 2: REMOVE INTERIOR RENOVATION WORK AND PLUMBING FIXTURE REPLACEMENTS IN TOILET VISITOR A407 AND TOILET STAFF A408B.

BID DEDUCT ALTERNATE 3: REMOVE INTERIOR RENOVATION WORK AND PLUMBING FIXTURES IN DINING/GROUP A436 AND CONSULT FAMILY A437.

2. NAME BRAND OR EQUAL ITEMS TO BE FURNISHED AND INSTALLED BY GC

(CONTINUED).

J. ALC CONTROLS

K. BELIMO VALVES AND ACTUATORS.

L. SIMPLEX 4100 SERIES FIRE ALARM

M. LENEL 2020 SYSTEMS PACS SYSTEM

N. LYNX PC BASED DURESS SYSTEM

O. ASCOM TELLIGENCE NURSE CALL

P. FLEXIMOUNTS A04 FULL MOTION ARTICULATING TV WALL MOUNT

BRACKET

Q. CENDREX PFI-HS.

43 41 I-94

I-94

LOT A

LOT B

LOT T

206 205

LOT D

GREEN HOMES

202 201

LOT J

LOT G

135LOT H

133CA

LOT C

133EF

XX = BUILDING NUMBER

N

S

W E

PROJECT

SITE

N

S

W E

COORDINATION OF MECHANICAL WORK:

ALL WORK PROVIDING TEMPORARY SERVICE TO THE SECOND AND THIRD FLOORS

MUST BE COMPLETE AND INSTALLED BEFORE DEMOLITION OF MECHANICAL

EQUIPMENT IN THE PENTHOUSE. ACTIVATION OF TEMPORARY AHU SERVICE TO

EXISTING MUST BE COORDINATED WITH COR BEFORE BEGINNING.

DURING AHU TRANSITIONS, A 4-HOUR MAXIMUM DURATION IS ALLOWED WHERE

BUILDING IS WITHOUT ACTIVE HVAC. TRANSITIONS MUST BE PERFORMED ON

WEEKENDS ONLY.

BID ITEM 1, BASE BID: THE CONTRACTOR SHALL PROVIDE ALL NECESSARY TOOLS, LABOR, MATERIALS, EQUIPMENT, PERMITS, LICENSE, AND SUPERVISION FOR “RENOVATE BUILDING 131-4A WING" PROJECT NUMBER 556-17-002, LOCATED AT THE CAPTAIN JAMES A. LOVELL FEDERAL HEALTH CARE CENTER (FHCC), NORTH CHICAGO, IL. IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS. WORK INCLUDES, BUT IS NOT LIMITED TO, GENERAL DEMOLITION AND PREPARATION, CONSTRUCTION, PLUMBING, HVAC, AND ELECTRICAL.

3. OWNER FURNISHED AND INSTALLED NAME BRAND ITEMS REQUIRING GC

COORDINATION DURING CONSTRUCTION:

A. SMARTBOARD 7000R PRO SERIES

Revision Number Revisions: Date:

Jonathan Carr

Digitally signed by Jonathan Carr Date: 2021.09.17 17:28:45-04'00'

1' - 6"

CUBICLE CURTAIN OR

WALL EDGE WHERE

OCCURS

HAND SANITIZER

(WHERE OCCURS)

CLOCK

4"

T O

B T

M

4"

TIME ELAPSED

CLOCK

FIRE ALARM

PULL AT DOOR

F

TYPICAL SIGNAGE /

STROBE AT DOOR

4"

4" 7" 1' - 0"

TYPICAL LOCATION AT DOORDOMELIGHT

WALL MTD

TYPICAL NURSE CALL

DOMELIGHT CEILING

MTD

TACKBOARD

SURFACE MTD

MARKERBOARD

SURFACE MTD

HANGING BIN

SYSTEM

TYPICAL JANITOR CLOSET

SIDEWALL ELEVATION - 2

TYPICAL JANITOR CLOSET

Z0559

SIDEWALL ELEVATION - 2

ROD & SHELF

FLOORING BASE

REFER TO FINISH SCHEDULE

FOR TYPE AND HEIGHT

DEVICE PROXIMITY

GUIDELINES

ALIGN TOP OF CLOCK

WITH TOP OF DOOR

SHIFT DEVICES TOWARDS

DOOR FRAME WHERE ALL

DEVICES DO NOT OCCUR

ALIGN TOP OF ALL

DEVICES, TYP IN ALL

LOCATIONS

6" 6"

5" 5"

4" 4"

EQ EQ

3' - 0"

T O

P O

F T

A C

K B

O A

R D

3' - 0"

"TRACK SYSTEMS

SEE EQUIPMENT

DRAWINGS

6"

MOP RACK

2' - 4"

CHEMICAL DISPENSER

EYE WASH

MOP RACK

2' - 4"

4"

A C

C E

S S

IB

L E

CORNER GUARD

BASE

FINISH FLOOR

HIGH

MEDIUM

LOW

NOTE: ALIGN

LOW / HIGH DEVICES

AT CENTER LINE,

TYP. THROUGHOUT

WHERE DEVICES

ARE IN CLOSE

PROXIMITY

" EQ EQ

S

ID

E W

A L L

T O

P O

F M

A R

K E

R B

O A

R D

EQ EQ

4"

MIRROR

MIRROR

T

O G

L A

S S

TYP GRAB BAR

CENTER

ON LAV.

UNO

FOLD DOWN

SHOWER SEAT

SPECIMEN

PASS THRU - 200

FIRE EXTINGUISHER

CAB

FEC

T O

P O

F E

X T

IN

G

U

IS

H E

R

M A

X

CORNER OR

EDGE OF

WALL

1' - 10"

OR CENTER ON WALL

6' WIDE OR LESS

COAT HOOK

(AT DOOR)

TOWEL HOOKS

SURFACE MTD

COAT HOOK

SURFACE MTD

EQ EQ

APRON RACK

X3150

SURFACE

MTD

OTOSCOPE

M4200

SURFACE

MTD

TO ALIGN W SS

PNL @ SINKS

CONT

BLKG

NO ELEC, OUTLETS

WITHIN THE

DASHED

CLEARANCE AREA

1' - 3"

SPHYGMOMANOMETER

M4100

SURFACE MTD

GLOVE

DISPENSER

SURFACE MTD

HAND SANITIZER

NIC SURFACE MTD

PAPER TOWEL DISP

PTD-2, SURFACE MTD

BY OWNER

BABY CHANGING

STATION

RECESSED

PAPER TOWEL

DISP, PTD-1,

RECESSED

DISPENSER

OUTLET

RECEPTACL

E

HAND DRYER

HD-1

SURFACE MTD

SEAT COVER DISP, (SCD)

RECESSED

CENTER ON

TOILET

FIXTURE

SOAP DISH

SD-2, SURFACE MTD

BY OWNER

EQ EQ

SOAP DISH SHELF

RECESSED

SAN NAP RECEPTACLE

SN-1

SURFACE MTD

TOILET PAPER DISP

TPD-3

SURFACE MTD

1' - 7"

2' - 6" TO C OF CLOSEST WALL

FF

FF

FF

FF

FF

FF

SHARPS

DISPOSAL

SURFACE MTD

MARKER/TACK

BOARD

3' - 0"

SHOWER

HEAD/CONTROL

9"

1' - 3" 1' - 3" 6"

TYP TOILET AT FLIP UP

SCD, GB-FL, NC

(BACKWALL ELEVATION)

SEAT

COVER DISP

(WHERE

OCCURS)

M

IN

M A

X

EQ EQ

TYPICAL LAV

(SIDEWALL ELEVATION)

CLINICAL SINK

M

IN

M A

X

M

IN

MIN

8"

6" MAX

2' - 0"

PAPER

TOWEL

DISPENSER

REFER TO FINISH

SCHEDULE FOR

DECORATIVE FINISH

THICKNESS

ACCOUNTED FOR IN

CLEAR DIM.

M

IN

M A

X

1' - 3"

ALIGN BOTTOM OF

MIR, SD, AND PTD

REFER TO FIXTURE

SCHEDULE FOR LAV

TYPES AND DETAILS

SOAP DISPENSER

30" X 48" CLEAR

FLOOR SPACE

REQUIRED

TYPICAL LAV

MR, SD & PTD

(BACKWALL ELEVATION)

1' - 5"

THERMOSTAT AT

EDGE OF WALL OR

CORNER

UC LIGHT SWITCH

LOCATION AT SIDE

WALL

GENERAL WALL DEVICES

M A

X

S

U R

F A

C E

S

U R

F A

C E

4"

DOOR OPERATOR

PUSH PLATE

DR - OP - PSH

DOOR OPERATOR

CARD READER

DR - OP - CR

ELECTRICAL

PANEL

HANDRAIL

WHERE

OCCURS

CL CL

S/SA

E M

E R

G E

N C

Y

P O

W E

R O

F F

D U

P L E

X

F

IR

E A

L A

R M

P U

L L

T H

E R

M O

S T

A T

/T H

E R

M

IS

T O

R

S W

IT

C

H

D O

U B

L E

S W

IT

C

H

W A

L L P

H O

N E

W A

L L P

H O

N E

J A

C K

WALL CABINETS

ALIGN

BASE

CABINETS

D U

P L E

X

Q U

A D

V O

IC

E

D

A T

A

V

R E

C E

P T

A C

L E

S W

IT

C

H

D U

P L E

X

Q U

A D

V O

IC

E

D

A T

A

S W

IT

C

H

D U

P L E

X

Q U

A D

V O

IC

E

D

A T

A

V

R E

C E

P T

A C

L E

C A

B L E

B E

D

F

IR

E H

O R

N

4"

6"

FF

GENERAL WALL DEVICES

AT WORK SURFACE

NURSE CALL DEVICES

ES

ET

P A

T

IE

N T

T O

IL

E

T

S

A T

IO

N

NP BS

B E

D S

T A

T U

S

P A

T

IE

N T

S

T A

F F

A

S

IS

T

J

A C

K S

T A

T

IO

N

D U

T Y

S T

A T

IO

N

P A

T

IE

N

H O

W

R

A T

IO

N

1' - 7"

TYP HC TOILET DEVICES

TPD & SN

(SIDEWALL ELEVATION)

S

ID

E W

A L L

1' - 0" 2' - 0"

TYP HC TOILET DEVICES

SCD & GB

(BACKWALL ELEVATION)

T V

D U

P L E

X

D

T A

C

A B

L E

D U

C T

S M

O K

T E

C T

IN

IC

A T

L

M P

T O

B T

M

ND

SCHEDULED CEILING

SCHEDULED

WALL FINISH

TOILET PARTITION

(WHERE OCCURS)

TPD

SANITARY NAPKIN

DISPENSER

(WMS ONLY)

ALIGN

SCHEDULED CEILING

SCHEDULED

WALL FINISH

TOILET

PARTITION

LINE OF WALL'S FINISHED

FACE, REFER TO FINISH

SCHEDULE FOR

DECORATIVE FINISH

THICKNESS ACCOUNTED

FOR

IN CLEAR DIMENSION

REFER TO TOILET

ACCESSORIES

SCHEDULE FOR

MIRROR TYPES

NURSE CALL

SEAT

COVER

DISPENSER

(WHERE

OCCURS)

CEILING

L

CONTINUOUS

BLOCKING

CONTINUOUS

BLOCKING

CONTINUOUS

BLOCKING

CONTINUOUS

BLOCKING,

TYPICAL.

SCHEDULED CEILING

1' - 7"

WATER FOUNTAIN

M A

X

BOTTLE FILLING

STATION, AS

REQUIRED

" 3

SHOWER HEAD IN CEILING

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

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMP

321 4 5 6 7 8 9 10

NORTH LEGEND

PLAN

NORTH

TRUE

NORTH

HARRELL DESIGN GROUP PC

8016 TOWER POINT DRIVE

CHARLOTTE, NC 28227

704-814-1346

POC: LEE HARRELL PE, LEED AP, QCxP

PRESIDENT

KEY PLAN

RENOVATION

AREA

BUILDING 131 - 4TH FLOOR

A B C

COPYRIGHT © 2021

h d g fs s v r\

U s e rF o ld e rR e d ir e c ts

\k b e n to n \D o c u m e n ts \R e v it

B a c k u p \1

A R

C H k b e n to n h a rr e lld g .c o m

.r v t

/1

/2

:1

:1

P

M

556-17-002

GI002

DWJCSEPTEMBER 17, 2021

CAPTAIN JAMES A. LOVELL FEDERAL HEALTH CARE

CENTER (FHCC)

RENOVATE BUILDING 131-4A WINGEQUIPMENT MOUNTING LEGEND

CONSTRUCTION

DOCUMENTS 100%

HDG PROJECT: 19030

1/4" = 1'-0" F1

EQUIPMENT MOUNTING LEGEND

2'0 4' 8'

1. FOR FINISH PLANS REFER TO AF100 SERIES SHEETS. FOR

WALL PROTECTION TYPES AND CORNER GUARDS SEE

SHEET AF501.

2. FOR TOILET ACCESSORIES, REFER TO QH100 SERIES

SHEETS, AND QH601 SHEETS.

3. FOR LOCATIONS / TYPES OF NURSE CALL DEVICES AND

RELATED EQUIPMENT SEE EY100 SERIES SHEETS .

4. TYPICAL MOUNTING HEIGHTS: MOUNT ITEMS AT HEIGHTS

ABOVE FLOOR LEVELS AS SHOWN ON THIS SHEET,

UNLESS OTHERWISE NOTED ON INTERIOR ELEVATIONS

OR OTHER DRAWINGS. NOTIFY ARCHITECT OF POTENTIAL

CONFLICTS PRIOR TO PURCHASE OR INSTALLATION.

5. FIRE RATED PARTITIONS: WHERE ITEMS ARE RECESSED

INTO FIRE RATED PARTITIONS, PROVIDE CONTINUOUS

FIRE-RATED CONSTRUCTION BEHIND AND ALL AROUND

ITEMS.

6. WHERE MANUAL FLUSH VALVE IS INSTALLED FOR TOILET,

MOUNT THE FLOW CONTROL TO THE OPEN SIDE OF THE

STALL OR TOILET ROOM.

GENERAL SHEET NOTES

Revision Number Revisions: Date:

Jonathan Carr

Digitally signed by Jonathan Carr

17:28:46-04'00'

SIZE OF CIRCULAR WHEELCHAIR

TURNING SPACE

5' - 0"

1' - 0" 3' - 0" 1' - 0"

" 5

5' - 0"

12" MIN

M A

X

M

IN

M A

X

MIN.

3' - 0"

MIN

2' - 8"

CLEAR WIDTH OF AN

ACCESSIBLE ROUTE CLEAR WIDTH AT TURN

M

IN

3' - 6" MIN

X<48"

X 3' - 6" MIN

12" MIN

M A

X

A

F F

12" MIN

12" MIN

M

IN

C L

E A

R

MIN

6"

M A

X

CLEARANCE

6" MAX TOE

C L E

A R

A N

C E

M A

X T

O E

MIN CLEAR

36"

A

F F

2" CLEAR

A

F F

36"

3' - 6"5' - 0"

M

IN

2' - 6" MIN

4' - 0"

5' - 0" MIN

M

IN

M

IN

3' - 0" MIN

M

IN

5' - 0" MIN

MIN CLEAR

36"

A

F F

MIN CLEAR

3' - 0"

3' - 9"

C U

R B

A

F F

A

F F

3' - 6"

A

F F

MIN CLEAR

36"

CLEAR

2"

1 - 1/4 MIN. - 2" MAX 2 1/4" MIN.

66" MIN

M

IN

4" MAX

M

IN

16" - 18"

66" MIN

M

IN

4" MAX

M

IN

16" - 18"

M

IN

18" MIN

2' - 8" MIN

.0

0°

2' - 8" MIN 2' - 8" MIN

3' - 0"

1' - 0" MIN

M

IN

36" MIN 5

M

IN

42" MIN

2' - 6" MIN

M

IN 1

T O

S P

R O

U T

M A

X

5' - 0"

X

4"

X

X

M A

X

X

M A

X

X > 12"

M

IN

X > 12"

M

IN

M A

X

20" MAX

M A

X

M A

X

M A

X

M A

X

20" - 25"

M A

X

M

IN

10" MAX 3

M A

X

M A

X

24" MAX

M A

X

M A

X

M

IN

24" MIN

M

IN

24" MIN

M

IN

22" MIN 24" MIN5

M

IN

24" MIN

M

IN

M A

X

M A

X

4' - 0" 4' - 0"

MAX

1' - 0"

MAX

1' - 0"

M

IN

M

IN

18" 18"

42" MIN

16" 16"

32" MIN

M

IN

M A

X

1' - 4"

SIZE OF T - SHAPE WHEELCHAIR

TURNING SPACE

FORWARD APPROACH CLEAR

FLOOR SPACE

PARALLEL APPROACH CLEAR

FLOOR SPACE

PASSING SPACE

MANEUVERING CLEARANCE FOR A

FORWARD APPROACH TO AN ALCOVE

MANEUVERING CLEARANCE FOR A

PARALLEL APPROACH TO AN ALCOVE

LIMITS OF PROTRUDING OBJECTS REDUCED VERTICAL CLEARANCE

SINGLE POST - MOUNTED

PROTRUDING OBJECT

MULTIPLE POST - MOUNTED

PROTRUDING OBJECT

UNOBSTRUCTED

FORWARD REACH

UNOBSTRUCTED

SIDE REACH

20" MAX OBSTRUCTED

HIGH FORWARD REACH

10" MAX OBSTRUCTED

HIGH SIDE REACH

20" -25" MAX OBSTRUCTED

HIGH FORWARD REACH

24" MAX OBSTRUCTED

HIGH SIDE REACH

CLEAR WIDTH OF

HINGED DOOR

CLEAR WIDTH OF

SLIDING DOOR

FRONT APPROACH, PULL SIDE FRONT APPROACH, PUSH SIDE

* NOTE: WHERE CLOSER AND LATCH ARE

PROVIDED

HINGE APPROACH, PULL SIDE HINGE APPROACH, PULL SIDE

LATCH APPROACH, PUSH SIDE W/

CLOSER LATCH APPROACH, PULL SIDE

HINGE APPROACH W/ LATCH

CLOSER W/ LATCH CLOSER

LATCH APPROACH, PUSH SIDE LOCATION OF VISION PANEL

HARDWARE

TWO DOORS IN SERIES TWO DOORS IN SERIES

DRINKING FOUNTAIN SPOUT

LOCATION: FORWARD

APPROACH

DRINKING FOUNTAIN SPOUT

LOCATION: PARALLEL

APPROACH

CLEARANCES FOR

AMBULATORY ACCESSIBLE

WATER CLOSET

CLEARANCES FOR

STANDARD

WATER CLOSET

CLEARANCES FOR

ACCESSIBLE

URINALS

CLEARANCES FOR WALL - HUNG

WHEELCHAIR ACCESSIBLE

WATER CLOSET

CLEARANCES FOR FLOOR -

MOUNTED WHEELCHAIR

ACCESSIBLE WATER CLOSET

TOILET COMPARTMENT

TOE CLEARANCE

TOE CLEARANCES FOR WALL- HUNG

WHEELCHAIR ACCESSIBLE WATER CLOSET

TOP / BOTTOM HANDRAIL EXTENSIONS,

AND HEIGHT AT EXTERIOR STAIRS

TOP / BOTTOM HANDRAIL EXTENSIONS,

AND HEIGHT AT EXTERIOR RAMPS

HANDRAIL CLEARANCE AND CROSS SECTION

16" 16"

32" MIN

F.F.

CLEAR

2"

MIN CLEAR

36"

A

F F

36"

2" CLEAR

A F

F

C L E

A R

M A

X

A

F F

M A

X

CLEAR WIDTH OF

FOLDING DOOR

12" + T

3' - 0" 1' - 0"

1' - 0" 4' - 0"

TURNING SPACE

17" MIN 6" MAX

M A

X

C L E

A R

M

IN

M A

X

MIN

11"

17" - 25"

M

IN

8" MIN

TOE CLEARANCE KNEE CLEARANCE

M

IN

M

IN

ADA SINK APRONADA SINK APRON

NOT DRAWN TO SCALE (N.T.S.)

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

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMP

321 4 5 6 7 8 9 10

LIFE SAFETY LEGEND

NORTH LEGEND

PLAN

NORTH

TRUE

NORTH

EXISTING PARTITION /

BARRIER - WALL TO REMAIN

EXISTING PARTITION /

BARRIER - WALL TO BE

REMOVED

NEW PARTITION / BARRIER - WALL

PARTITION LEGEND

NO RATING

SMOKE RESISTIVE PARTITION - NON RATED

1 HOUR FIRE BARRIER

1 HOUR FIRE/SMOKE BARRIER

2 HOUR FIRE BARRIER

2 HOUR FIRE/ SMOKE BARRIER

HARRELL DESIGN GROUP PC

8016 TOWER POINT DRIVE

CHARLOTTE, NC 28227

704-814-1346

POC: LEE HARRELL PE, LEED AP, QCxP

PRESIDENT

KEY PLAN

RENOVATION

AREA

BUILDING 131 - 4TH FLOOR

A B C

COPYRIGHT © 2021

h d g fs s v r\

U s e rF o ld e rR e d ir e c ts

\k b e n to n \D o c u m e n ts \R e v it

B a c k u p \1

A R

C H k b e n to n h a rr e lld g .c o m

.r v t

/1

/2

:1

:1

P

M

556-17-002

GI003

DWJCSEPTEMBER 17, 2021

CAPTAIN JAMES A. LOVELL FEDERAL HEALTH CARE

CENTER (FHCC)

RENOVATE BUILDING 131-4A WINGACCESSIBILITY LEGEND

CONSTRUCTION

DOCUMENTS 100%

HDG PROJECT: 19030

1/4" = 1'-0" F3

ACCESSIBILITY LEGEND

GENERAL SHEET NOTES

1. ALL ACCESSIBILITY DETAILS COMPLY WITH FEDERAL

ABAAS AND THE VA BARRIER FREE DESIGN GUIDE,

PG-18-13.

2. DETAILS ARE PROVIDED FOR REFERENCE ONLY. THESE

DETAILS SHOW MINIMUM REQUIREMENTS. REFER TO

ARCHITECTURAL DRAWINGS FOR ACTUAL DIMENSIONS.

WHERE NOTHING IS INDICATED ON OTHER DRAWINGS,

GC IS TO REFER TO THESE DETAILS.

3. ADDITIONAL REQUIREMENTS ARE SHOWN ON OTHER

SHEETS IN CONSTRUCTION DOCUMENTS, THIS SHEET

DOES NOT REPRESENT ALL REQUIREMENTS.

4. NOTIFY ARCHITECT OF CONFLICTS BETWEEN THIS

SHEET AND OTHER SHEETS.

5. REINFORCING SHALL BE PROVIDED AND INSTALLED AT

ALL WALL MOUNTED EQUIPMENT PER WALL BACKING

DETAILS.

2'0 4' 8'

Revision Number Revisions: Date:

Jonathan Carr

Digitally signed by Jonathan Carr

17:28:46-04'00'

EXIT SEPARATION: 105'-1"

APPLICABLE CODES IN ORDER OF PRECEDENCE:

VETERANS AFFAIRS "FIRE PROTECTION DESIGN MANUAL"

NFC CODES CURRENT ADDITIONS

OCCUPANCY CLASSIFICATION:

MAIN USE: NEW HEALTHCARE,

NFPA 101 CHAPTER 18.

SECONDARY USES: N/A

HIGH-RISE / NOT HIGH-RISE: NOT HIGH-RISE ( 3.3.36.7 )

NO. OF STORIES ( EXISTING / RENOVATE / PERMITTED ):

CONSTRUCTION TYPE LIMITATIONS: NFPA 101 TABLE 18.1.6.1

BUILDING HEIGHT (FT) LIMITATIONS ( PROPOSED / PERMITTED ): >NO CHANGE / 4

STORIES / UNLIMITED

MINIMUM CONSTRUCTION CLASSIFICATION,

RELEVANT FIRE RESISTANCE RATINGS PER NFPA TABLE A.8.2.1.2:

FIRE SEPARATION DISTANCE > 30'-0"

CONSTRUCTION ELEMENT

REQUIRED RATING

UL DESIGNPER CLASSIFICATION

NOTED ABOVE (IF APPLICABLE)

EXTERIOR NON-BEARING WALLS 0

BEAMS, GIRDERS, TRUSSES, AND ARCHES 2

[SUPPORTING MORE THAN ONE FLOOR]

COLUMNS [SUPPORTING MORE THAN ONE

FLOOR]

MAX. PERMITTED AREA

RENOVATION TOTAL

AUTOMATIC QUICK RESPONSE HEAD SPRINKLERS THROUGHOUT: YES

PER VA FIRE PROTECTION DESIGN MANUAL (2018, P.23 (K)), SEE FIRE PROTECTION

DRAWINGS FOR FURTHER CLARIFICATION

NFPA 101 (2018) 18.3.7.1 - MAX SMOKE COMPARTMENT PERMITTED = 22,500 SQFT

NFPA 101 (2018) 18.3.7.1 - MAX TRAVEL DISTANCE WITHIN SMOKE BARRIER = 200 FT

COMMON PATH OF TRAVEL 75 FT MAX

STANDPIPE SYSTEM: NO

SEPARATION OF USES: NO (INCIDENTAL USE OCCUPANCIES)

AREA INCREASE DUE TO OPEN SPACE: N/A

AREA INCREASE FOR SPRINKLER SYSTEM: N/A

FLOOR AREA (SF) LARGEST FLOOR ( PROPOSED / PERMITTED BY CONSTRUCTION TYPE):

UL

TOTAL PERMITTED FLOOR AREA WITH AREA INCREASES: N/A

ELECTRICAL SUPERVISION OF AUTOMATIC SPRINKLER SYSTEMS:

YES ( 9.7.2 )

ELECTRICAL SUPERVISION OF BUILDING ALARM AND FIRE DETECTION DEVICES:

YES ( 9.6.2 )

FIRE DEPARTMENT NOTIFICATION VIA APPROVED MONITORING OF FIRE SUPPRESSION,

DEECTION AND ALARM DEVICES: YES ( 9.6.4 )

FIRE ALARM SYSTEM SOUNDS AN AUDIBLE AND VISIBLE ALARM IN A CONSTANTLY ATTENDED

RECEIVING STATION WITHIN ADJACENT BUILDING 1 (ON CAMPUS): YES (9.6.7 )

BUILDING FIRE COMMAND CENTER: NO

SEISMIC AND WIND LOADING:

PER VA H-18-8 SEISMIC DESIGN MANUAL, P. 15 - SEISMIC BRACING IS REQUIRED (HIGH

SEISMICALLY ACTIVE ZONE).

OCCUPANCY CALCULATION

EXISTING SMOKE COMPARTMENT ZONE 4A

(RENOVATED AREA)

7,320 SQFT

PER NFPA 101 2018 TABLE 7.3.1.2 OCCUPANT LOAD FACTOR

NEW HEALTHCARE 120 SQFT / PERSON

TOTAL AREA / SQFT

PER PERSON

7,320 SQFT / 120 SQFT /

PERSON = 61 OCCUPANTS

BASED ON THE OCCUPANT LOAD CALCULATIONS BELOW THE COMBINED OCCUPANT LOAD

CAN SAFELY EGRESS OUT ANY EGRESS COMPONENT AS SHOWN.

GENERAL FIRE PROTECTION NOTES:

1. THE VETERANS AFFAIRS "FIRE PROTECTION DESIGN MANUAL" REQUIRES THE

FOLLOWING:

- THE FIRE PROTECTION DESIGN IS TO BE BASED ON THE LATEST EDITIONS OF THE

NATIONAL FIRE CODES (NFC) AT THE DATE OF AWARD OF THE CONTRACT TO THE

ARCHITECTURAL / ENGINEERING FIRM. 2018 NFPA 101 LIFE SAFETY CODE IS

IMPLEMENTED.

- FIRE PROTECTION FEATURES NOT ADDRESSED BY THE NFC ARE TO BE DESIGNED TO

COMPLY WITH THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE (IBC). 2018

IBC IS IMPLEMENTED.

BUILDING 131: CODE SUMMARY

TYPE 1A (3-3-2) FULLY SPRINKLERED

INTERIOR NON-BEARING WALLS 0

FLOOR / CEILING ASSEMBLIES 2

ROOF / CEILING ASSEMBLIES 1 1/2

NO CHANGE - ADDITION TO MATCH EXISTING BUILDING HEIGHT

RENOVATION AREA + EXISTING TO REMAIN =

8,536 + 08,536 GSF =

NO CHANGE TO EXISTING SMOKE

COMPARTMENT BOUNDARIES, TOTAL (NSF)

TOTAL NUMBER OF OCCUPANTS PER ZONE

ZONE 4A ZONE 4B 7,320 SQFT 61 OCCUPANTS

NET SQUARE

FOOTAGE (NSF)

NFPA 101 (2018) 18.2.5.2 - DEAD END CORRIDOR 30 FT MAX

ZONE 4A 7,344 SQFT

ZONE 4B 1,216 SQFT

RENOVATION AREA

UNLIMITED

6 STORIES

IBC GROUP I-2

EXISTING SMOKE COMPARTMENT ZONE 4B

991 SQFT +

225 SQFT

EXISTING SMOKE COMPARTMENT ZONE 4B

(RENOVATED AREA) [WITHIN 4B NO CHANGE]

7,344 SQFT 7,344 SQFT / 120 SQFT /

PERSON = 62 OCCUPANTS

7,344 SQFT 62 OCCUPANTS

COLUMNS [SUPPORTING ONE FLOOR] 2

PATIENT ROOM

A414

BRNP1

TOILET

A414A

TSPM1

TOILET

A415A

TSPM1

PATIENT ROOM

A415

BRNP1

PATIENT ROOM

A412

BRNP1

CORRIDOR

C4-4

TOILET

A411A

TSPM1

PATIENT ROOM

A411

BRNP1

INTER/TRIA

A410

OFDC2

MEDS/NOUR

A409

MEDP1

NURSE STA & WORK

A408

NSTA1 / WRCH1

TLT VISITOR

A407

TNPG1

TLT STAFF

A408B

TNPG1

CONF/TEAM

A406

CFR02

CLEAN UT

A417

UCCL1

EXAM

A416

EXRG3

PATIENT ROOM

A418

BRNP2

TOILET

A418A

TSPM1

TOILET

A419A

TSPM1

PATIENT ROOM

A419

BRNP2

SOILED / SOILED LINEN

A420

USCL1 / UTLC1

PATIENT ROOM

A421

BRNP2

TOILET

A421A

TSPM1

TOILET

A423A

TSPM1

STOR

A422

SRSE1

PATIENT ROOM

A423

BRNP2

SECLUSION

A424

BRNP5

SEC TLT

A424B

TSPM1

SEC ANTE

A424A

BRNP6

STAIR NO.

C4-5A

HAC

A425

JANC1

LAUN

A432

NULR1

ELECTRICAL

A431

CLOSET

A433

PATIENT ROOM

A430

BRNP1

TOILET

A430A

TSPM1

TOILET

A429A

TSPM1

PATIENT ROOM

A429

BRNP1

PATIENT ROOM

A427

BRNP1

TOILET

A427A

TSPM1

TOILET

A426A

TSPM1

PATIENT ROOM

A426

BRNP1

QUIET ROOM

A434

OFDC2

DAY ROOM

A435

DAYR1

TV CLOSET

A435A

DINING/GROUP

A436

FSCD1 / OPMH1

CONSULT FAMILY

A437

OFDC2

CLEAN LINEN

A428

LCCL1

CORRIDOR

C4-5

STOR RM

A413

SRS01

TOILET

A412A

TSPM1

UNIT CLERK

A467B

SERVICE LOBBY

A438

PROJECT LIMITS

PROJECT LIMITS

P R

O J

E C

T L

IM

IT

S

P R

O J

E C

T L

IM

IT

S

CAPACITY

FACTOR

ACTUAL CAPACITY

CLEAR

WIDTH (IN.)

0.234

CAPACITY

FACTOR

ACTUAL CAPACITY

CLEAR

WIDTH (IN.)

0.288

BOTTLE FILLING

STATION

CORRIDOR

C4-6

1 5 8 10 11 13 17122 4 6 7 9 1414.7.6.4.

D

E

L

N

O

G

I

J

M e

F

EXISTING - EXIT SIGN - LIT FACES

INDICATED BY SHADING

NEW - FIRE EXTINGUISHER

CABINET LOCATION

EGRESS TRAVEL PATH

TD: TRAVEL DISTANCE

CPOT: COMMON PATH OF TRAVEL DISTANCE

EXISTING - FIRE EXTINGUISHER

CABINET LOCATION

INDICATES AREA NOT IN

SCOPE OF WORK

NEW - EXIT SIGN - LIT FACES

INDICATED BY SHADING

CAPACITY

FACTOR

ACTUAL CAPACITY

CLEAR

WIDTH (IN.)

0.288

EGRESS CAPACITY CALCULATION

CLEAR WIDTH

CAPACITY FACTOR

NUMBER OF OCCUPANTS

NFPA 1 –FIRE CODE, 2018 EDITION

NFPA 10 – PORTABLE FIRE EXTINGUISHERS, 2018 EDITION

NFPA 13 – STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS, 2019 EDITION

NFPA 14 - STANDARD FOR THE INSTALLATION OF STANDPIPE AND HOSE SYSTEMS, 2019 EDITION NFPA 20 - STANDARD FOR THE INSTALLATION OF STATIONARY PUMPS FOR FIRE PROTECTION, 2019 EDITION

NFPA 54 - NATIONAL FUEL GAS CODE, 2018 EDITION

NFPA 70 – NATIONAL ELECTRICAL CODE, 2020 EDITION

NFPA 72 - NATIONAL FIRE ALARM AND SIGNALING CODE, 2019 EDITION

NFPA 80 - STANDARD FOR FIRE DOORS AND OTHER OPENING PROTECTIVES, 2019 EDITION

NFPA 90A - STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND VENTILATING SYSTEMS, 2018 EDITION NFPA 90B - STANDARD FOR THE INSTALLATION OF WARM AIR HEATING AND AIR-CONDITIONING SYSTEMS, 2018 EDITION NFPA 96 - STANDARD FOR VENTILATION CONTROL AND FIRE PROTECTION OF COMMERCIAL COOKING OPERATIONS, 2017 EDITION

NFPA 99 - HEALTH CARE FACILITIES CODE, 2018 EDITION

NFPA 101 - LIFE SAFETY CODE, 2018 EDITION

NFPA 105 - STANDARD FOR SMOKE DOOR ASSEMBLIES AND OTHER OPENING PROTECTIVES, 2019 EDITION

NFPA 110 - STANDARD FOR EMERGENCY AND STANDBY POWER SYSTEMS, 2019 EDITION

NFPA 241 - STANDARD FOR SAFEGUARDING CONSTRUCTION, ALTERATION, AND DEMOLITION OPERATIONS, 2019 EDITION ASHRAE 90.1 - ENERGY STANDARD FOR BUILDINGS EXCEPT LOW-RISE RESIDENTIAL BUILDINGS, 2016 EDITION

ASHRAE 170 - VENTILATION OF HEALTH CARE FACILITIES, 2017 EDITION

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

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMP

321 4 5 6 7 8 9 10

LIFE SAFETY LEGEND

NORTH LEGEND

PLAN

NORTH

TRUE

NORTH

EXISTING PARTITION /

BARRIER - WALL TO REMAIN

EXISTING PARTITION /

BARRIER - WALL TO BE

REMOVED

NEW PARTITION / BARRIER - WALL

PARTITION LEGEND

NO RATING

SMOKE RESISTIVE PARTITION - NON RATED

1 HOUR FIRE BARRIER

1 HOUR FIRE/SMOKE BARRIER

2 HOUR FIRE BARRIER

2 HOUR FIRE/ SMOKE BARRIER

HARRELL DESIGN GROUP PC

8016 TOWER POINT DRIVE

CHARLOTTE, NC 28227

704-814-1346

POC: LEE HARRELL PE, LEED AP, QCxP

PRESIDENT

KEY PLAN

RENOVATION

AREA

BUILDING 131 - 4TH FLOOR

A B C

COPYRIGHT © 2021

h d g fs s v r\

U s e rF o ld e rR e d ir e c ts

\k b e n to n \D o c u m e n ts \R e v it

B a c k u p \1

A R

C H k b e n to n h a rr e lld g .c o m

.r v t

/1

/2

:1

:1

P

M

556-17-002

GI101

DWJCSEPTEMBER 17, 2021

CAPTAIN JAMES A. LOVELL FEDERAL HEALTH CARE

CENTER (FHCC)

RENOVATE BUILDING 131-4A WINGFOURTH FLOOR LIFE SAFETY PLAN

CONSTRUCTION

DOCUMENTS 100%

HDG PROJECT: 19030

1/8" = 1'-0" F1

FOURTH FLOOR LIFE SAFETY PLAN

GENERAL SHEET NOTES

A. FOR GENERAL PROJECT NOTES, SEE SHEET AI001.

2'0 4' 8'

SYMBOLS LEGEND

EXISTING CONCRETE

EXISTING CONCRETE

EXISTING CONCRETE

EXISTING CONCRETE

EXISTING CONCRETE

APPLICABLE CODES

2. PENTHOUSE STEEL STRUCTURE (COLUMNS, BEAMS, AND DECK) IS 2-HOUR PROTECTED

STEEL. WHERE FIREPROOFING IS DISTURBED DURING NEW CONSTRUCTION ACTIVITIES,

REPAIR FIREPROOFING WITH LIKE AND COMPATIBLE MATERIAL. USE UL P701 AND X854 AS

BASIS OF DESIGN FOR REPAIRING STEEL FIREPROOFING.

SEE NOTE BELOW

FOR PENTHOUSE

Revision Number Revisions: Date:

YES

6 STORIES, 1 RENOVATED

Jonathan Carr

Digitally signed by Jonathan Carr

17:28:47-04'00'

PATIENT ROOM

A414

TOILET

A414A

TOILET

A415A

PATIENT ROOM

A415

PATIENT ROOM

A412

CORRIDOR

C4-4

TOILET

A411A

PATIENT ROOM

A411

INTER/TRIA

A410 MEDS/NOUR

A409

NURSE STA & WORK

A408

TLT VISITOR

A407

TLT STAFF

A408B

CONF/TEAM

A406

CLEAN UT

A417

EXAM

A416

PATIENT ROOM

A418

TOILET

A418A

TOILET

A419A

PATIENT ROOM

A419

SOILED / SOILED LINEN

A420

PATIENT ROOM

A421

TOILET

A421A

TOILET

A423A

STOR

A422

PATIENT ROOM

A423

SECLUSION

A424

SEC TLT

A424B SEC ANTE

A424A

STAIR NO.

C4-5A

HAC

A425

LAUN

A432

ELECTRICAL

A431

CLOSET

A433

PATIENT ROOM

A430

TOILET

A430A

TOILET

A429A

PATIENT ROOM

A429

PATIENT ROOM

A427

TOILET

A427A

TOILET

A426A

PATIENT ROOM

A426

QUIET ROOM

A434

DAY ROOM

A435

TV CLOSET

A435A

DINING/GROUP

A436

CONSULT FAMILY

A437

CLEAN LINEN

A428

CORRIDOR

C4-5

CORRIDOR

C4-3

STOR RM

A413

TOILET

A412A

UNIT CLERK

A467B

SERVICE LOBBY

A438

PROJECT LIMITS

PROJECT LIMITS

P R

O J

E C

T L

IM

IT

S

P R

O J

E C

T L

IM

IT

S

ALC CC

A408A

CORRIDOR

C4-6

02.60

02.61

02.61

02.62

02.62

GI201

F2

GI201

F5

GI201

F8

1 5 8 10 11 13 17122 4 6 7 9 1414.7.6.4.

D

E

L

N

G

I

J

M e

F

BID DEDUCT 1BID DEDUCT 2

BID DEDUCT 3

AE403 F2

AE403

F4

F6

GI201

D8

GI201

D2

GI201

D5

AE401F4

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

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMP

321 4 5 6 7 8 9 10

LIFE SAFETY LEGEND

NORTH LEGEND

PLAN

NORTH

TRUE

NORTH

EXISTING PARTITION /

BARRIER - WALL TO REMAIN

EXISTING PARTITION /

BARRIER - WALL TO BE

REMOVED

NEW PARTITION / BARRIER - WALL

PARTITION LEGEND

NO RATING

SMOKE RESISTIVE PARTITION - NON RATED

1 HOUR FIRE BARRIER

1 HOUR FIRE/SMOKE BARRIER

2 HOUR FIRE BARRIER

2 HOUR FIRE/ SMOKE BARRIER

HARRELL DESIGN GROUP PC

8016 TOWER POINT DRIVE

CHARLOTTE, NC 28227

704-814-1346

POC: LEE HARRELL PE, LEED AP, QCxP

PRESIDENT

KEY PLAN

RENOVATION

AREA

BUILDING 131 - 4TH FLOOR

A B C

COPYRIGHT © 2021

h d g fs s v r\

U s e rF o ld e rR e d ir e c ts

\k b e n to n \D o c u m e n ts \R e v it

B a c k u p \1

A R

C H k b e n to n h a rr e lld g .c o m

.r v t

/1

/2

:1

:2

P

M

556-17-002

GI200

DWJCSEPTEMBER 17, 2021

CAPTAIN JAMES A. LOVELL FEDERAL HEALTH CARE

CENTER (FHCC)

RENOVATE BUILDING 131-4A WINGBID DEDUCT ALTERNATES

CONSTRUCTION

DOCUMENTS 100%

HDG PROJECT: 19030

1/8" = 1'-0" F2

BID DEDUCT ALTERNATES

4'0 8' 16'

- SHEET KEYNOTES

GENERAL SHEET NOTES

02.60 DEDUCT ALTERNATE 1: REMOVE INTERIOR RENOVATION

WORK IN CONFERENCE / TEAM ROOM A406 AND ASSOCIATED

WORK.

02.61 DEDUCT ALTERNATE 2: REMOVE INTERIOR RENOVATION

WORK AND PLUMBING FIXTURE REPLACEMENTS IN TOILET

VISITOR A407 AND TOILET STAFF A408B.

02.62 DEDUCT ALTERNATE 3: REMOVE INTERIOR RENOVATION

WORK IN DINING / GROUP ROOM A436, CONSULT FAMILY A437

AND PLUMBING FIXTURE.

A. FOR GENERAL NOTES AND SYMBOLS LEGENDS SEE SHEET

AI001.

Revision Number Revisions: Date:

Jonathan Carr

Digitally signed by Jonathan Carr

17:28:47-04'00'

DINING/GROUP

A436

CONSULT FAMILY

A437

02.62

02.62

10 11 1312

G

I

F

IF DEDUCT ALTERNATE 3 IS

TAKEN, REMOVE TEMPORARY

ANTE ROOM WALLS AT

COMPLETION OF WORK.

RETURN FLOOR, WALL, AND

CEILING FINISHES TO ORIGINAL

STATE AND CLEAN BEFORE

FINAL INSPECTION.

DEDUCT ALTERNATE #3

AE403 F2

AE403

F4

F6

TLT VISITOR

A407

TLT STAFF

A408B

02.61

02.61

DEDUCT ALTERNATE #2

L

J

CONF/TEAM

A406

02.60

DEDUCT ALTERNATE #1

DINING/GROUP

A436

10 11 12

L

I

J

EXISTING DOORS TO BE

DEMOLISHED AND INFILLED

WITH STUDS AND WALL BOARD

TO FLUSH WITH ADJACENT

SURFACE. INTERIOR FINISHES

TO REMAIN AS EXISTING. PAINT

BOTH SIDES OF WALL ALONG

COLUMN LINE "J" AND BETWEEN

COLUMN LINES "11" AND "12".

REPLACE WALL BASE ON BOTH

SIDES OF NORTH WALL.

THIS WALL AND ITS FINISHES

REMAIN AS NEW CONSTRUCTION

IF DEDUCT 1 IS ACCEPTED.

INSTALL NEW ACT RUNNER

ALONG THIS WALL.

10 11 12

L

J

DEDUCT ALTERNATE 1:

NO WORK IN THIS AREA

DEMOLITION AND REMOVAL OF

EXISTING DOORS REMAIN IN

BASE BID AND ARE NOT PART

OF DEDUCT ALTERNATE 1.

GROUP ROOM

L

J

VISITOR TOILET

STAFF TOILET

417R

IF DEDUCT ALTERNATE 2 IS

TAKEN, PROTECT DOORS,

FIXTURES, AND FINISHES

DURING CONSTRUCTION.THIS WALL FACE IS

EXCLUDED FROM

DEDUCT. INSTALL NEW

FINISHES ON THIS WALL

FACE, AS REQUIRED BY

BASE BID.

THIS WALL FACE IS

EXCLUDED FROM DEDUCT.

INSTALL NEW FINISHES ON

THIS WALL FACE, AS

REQUIRED BY BASE BID.

02.78

10 11 1312

G

I

F

PROTECT EXISTING MURAL

DURING CONSTRUCTION

INSTALL TEMPORARY

PROTECTION BOARD ON

EXISTING FLOORING

DINING

A436

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

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMP

321 4 5 6 7 8 9 10

LIFE SAFETY LEGEND

NORTH LEGEND

PLAN

NORTH

TRUE

NORTH

EXISTING PARTITION /

BARRIER - WALL TO REMAIN

EXISTING PARTITION /

BARRIER - WALL TO BE

REMOVED

NEW PARTITION / BARRIER - WALL

PARTITION LEGEND

NO RATING

SMOKE RESISTIVE PARTITION - NON RATED

1 HOUR FIRE BARRIER

1 HOUR FIRE/SMOKE BARRIER

2 HOUR FIRE BARRIER

2 HOUR FIRE/ SMOKE BARRIER

HARRELL DESIGN GROUP PC

8016 TOWER POINT DRIVE

CHARLOTTE, NC 28227

704-814-1346

POC: LEE HARRELL PE, LEED AP, QCxP

PRESIDENT

KEY PLAN

RENOVATION

AREA

BUILDING 131 - 4TH FLOOR

A B C

COPYRIGHT © 2021

h d g fs s v r\

U s e rF o ld e rR e d ir e c ts

\k b e n to n \D o c u m e n ts \R e v it

B a c k u p \1

A R

C H k b e n to n h a rr e lld g .c o m

.r v t

/1

/2

:1

:2

P

M

556-17-002

GI201

DWJCSEPTEMBER 17, 2021

CAPTAIN JAMES A. LOVELL FEDERAL HEALTH CARE

CENTER (FHCC)

RENOVATE BUILDING 131-4A WINGBID DEDUCT ALTERNATE PLANS

CONSTRUCTION

DOCUMENTS 100%

HDG PROJECT: 19030

1/8" = 1'-0" F8

BID DEDUCT ALTERNATE 3 NEW

WORK PLAN

1/8" = 1'-0" F5

BID DEDUCT ALTERNATE 2 NEW

WORK PLAN

1/8" = 1'-0" F2

BID DEDUCT ALTERNATE 1 NEW

WORK PLAN

1/8" = 1'-0" D2

BID DEDUCT ALTERNATE 1

DEMOLITION PLAN

1/8" = 1'-0" D5

BID DEDUCT ALTERNATE 2

DEMOLITION PLAN

1/8" = 1'-0" D8

BID DEDUCT ALTERNATE 3

DEMOLITION PLAN

4'0 8' 16'

4'0 8' 16'

4'0 8' 16'

4'0 8' 16'

4'0 8' 16'

4'0 8' 16'

- SHEET KEYNOTES

GENERAL SHEET NOTES

02.60 DEDUCT ALTERNATE 1: REMOVE INTERIOR RENOVATION

WORK IN CONFERENCE / TEAM ROOM A406 AND ASSOCIATED

WORK.

02.61 DEDUCT ALTERNATE 2: REMOVE INTERIOR RENOVATION

WORK AND PLUMBING FIXTURE REPLACEMENTS IN TOILET

VISITOR A407 AND TOILET STAFF A408B.

02.62 DEDUCT ALTERNATE 3: REMOVE INTERIOR RENOVATION

WORK IN DINING / GROUP ROOM A436, CONSULT FAMILY A437

AND PLUMBING FIXTURE.

02.78 SEE DEMOLITION PLAN SHEET AD052 FOR EXTENTS OUTSIDE

OF ALTERNATE LIMITS.

NOTES:

1. EXISTING CEILING AND APPURTENANCES REMAIN.

2. ON NORTH WALL ALONG CENTERLINE J BETWEEN

CENTERLINES 11 AND 12, INSTALL NEW SWITCHES

AND POWER AS INDICATED ON ELECTRICAL

DRAWINGS. THE NORTH WALL IS EXCLUDED FROM

DEDUCTALTERNATE 1.

3. CONNECT NEW SWITCHES TO EXISTING DEVICES IN

EXISTING CEILING IN ROOM A406.

A. WHERE EXISTING FINISHES REMAIN, PROTECT EXISTING

FINISHES DURING CONSTRUCTION. USE TEMPORARY

PROTECTION BOARD ON FLOORING.

EXISTING CEILING TO REMAIN NEW CEILING

EXISTING CEILING

TO REMAIN

NEW CEILING

Revision Number Revisions: Date:

Jonathan Carr

Digitally signed by Jonathan Carr

17:28:48-04'00'

SCHEDULED PARTITION

WALL AND FINISH

VARIES

SCHEDULED TILE, SEAL POROUS

TILE, AND GROUT (SEE

MANUFACTURER'S INSTRUCTIONS)

5/8" GYPSUM WALL BOARD,

PAINT AS SCHEDULED

"J" CASING BEAD

8' - 4" A.F.F. U.N.O (SEE ELEVATIONS)

LINE OF CEILING, SEE REFLECTED

CEILING PLANS FOR INFORMATION

TILE COUNCIL ASSOCIATION

TILE SETTING METHOD (TCA) W243

EPOXY GROUT, SEAL POROUS

TILE, AND GROUT (SEE

MANUFACTURER'S INSTRUCTIONS)

LATEX-PORTLAND CEMENT

BOND MORTAR

FULL HEIGHT TILE

AT WALL CONDITION

T1

SCHEDULED PARTITION

WALL AND FINISH

(EXISTING WALL)

SCHEDULED TILE, SEAL POROUS TILE,

AND GROUT (SEE MANUFACTURER'S

INSTRUCTIONS)

5/8" GYPSUM WALL BOARD,

PAINT AS SCHEDULED

"J" CASING BEAD

8' - 4" A.F.F. U.N.O (SEE ELEVATIONS)

LINE OF CEILING, SEE

REFLECTED CEILING PLANS

FOR INFORMATION

EPOXY GROUT, SEAL POROUS

TILE, AND GROUT (SEE

MANUFACTURER'S INSTRUCTIONS)

LATEX-PORTLAND CEMENT

BOND MORTAR

TILE COUNCIL ASSOCIATION

TILE SETTING METHOD (TCA) W243

FULL HEIGHT TILE

OVER EXISTING CONDITIONS

T2

SEAL SMOKE TIGHT (105.3,

105.4, 105.7, 105.8, 105.10)

105.1 5/8" GWB ON 4" METAL STUDS.

105.2 5/8" GWB ON 4" METAL STUDS WITH ACOUSTICAL BATT

INSULATION.

105.3 5/8" GWB ON 4" METAL STUDS,SEALED SMOKE TIGHT.

105.4 5/8" GWB ON 4" METAL STUDS WITH ACOUSTICAL BATT

INSULATION, SEALED SMOKE TIGHT.

105.5 5/8" CEMENTITIOUS BACKER UNIT ON 4" METAL STUDS.

105.6 5/8" CEMENTITIOUS BACKER UNIT ON 4" METAL STUDS

WITH ACOUSTICAL BATT INSULATION.

105.7 5/8" CEMENTITIOUS BACKER UNIT ON 4" METAL STUDS,

SEALED SMOKE TIGHT.

105.8 5/8" CEMENTITIOUS BACKER UNIT ON 4" METAL STUDS

WITH ACOUSTICAL BATT INSULATION, SEALED SMOKE

TIGHT.

105.9 5/8" GWB ON 8" METAL STUDS, SEALED SMOKE TIGHT.

105.10 2 LAYERS 5/8" GWB ON 4" METAL STUDS, WITH

ACOUSTICAL BATT INSULATION, SEALED SMOKE TIGHT.

5/8" CEMENTITIOUS BACKER UNIT

(105.5, 105.6, 105.7, 105.8)

5/8" GYPSUM BOARD

(105.1, 105.2,105.10)

4" METAL STUDS AT 16"

O.C. (105.1 - 105.8)

SEAL SMOKE TIGHT (105.3,

105.4, 105.7, 105.8,105.10)

METAL TRACK FASTENED

TO STRUCTURE

METAL TRACK FASTENED

TO STRUCTURE

ACOUSTICAL BATT INSULATION

(105.2, 105.4, 105.8,105.10)

SEAL SMOKE TIGHT

(101.2, 101.4, 101.7,101.10, 101.12, & 101.14)

101.1 5/8" GWB ON 7/8" METAL HAT CHANNEL.

101.2 5/8" GWB ON 7/8" METAL HAT CHANNEL, SEALED SMOKE TIGHT.

101.3 5/8" GWB ON 1-1/2" METAL HAT CHANNEL.

101.4 5/8" GWB ON 1-1/2" METAL HAT CHANNEL, SEALED SMOKE TIGHT.

101.5 5/8" GWB ON 1" Z FURRING CHANNEL.

101.6 5/8" GWB ON 1" Z FURRING CHANNEL WITH RIGID INSULATION.

101.7 5/8" GWB ON 1" Z FURRING CHANNEL, SEALED SMOKE TIGHT.

101.8 5/8" GWB ON 2" Z FURRING CHANNEL.

101.9 5/8" GWB ON 2" Z FURRING CHANNELWITH RIGID INSULATION.

101.10 5/8" GWB ON 2" Z FURRING CHANNEL, SEALED SMOKE TIGHT.

101.11 5/8" CEMENTITIOUS BACKER UNIT ON 7/8" METAL HAT CHANNEL.

101.12 5/8" CEMENTITIOUS BACKER UNIT ON 7/8" METAL HAT CHANNEL,

SEALED SMOKE TIGHT.

101.13 5/8" CEMENTITIOUS BACKER UNIT ON 1-1/2" METAL HAT CHANNEL.

101.14 5/8" CEMENTITIOUS BACKER UNIT ON 1-1/2" METAL HAT CHANNEL,

SEALED SMOKE TIGHT.

5/8" CEMENTITIOUS BACKER UNIT

(101.11, 101.12. 101.13, & I01.14)

5/8" GYPSUM BOARD

(101.1 - 101.10)

7/8" METAL HAT CHANNELS.

(101.1, & 101.2)

SEAL SMOKE TIGHT (103.2, 103.3)

RIGID INSULATION

(101.6, & 101.9)

1-1/2" METAL HAT CHANNELS.

(101.3, & 101.4)

1" Z FURRING CHANNELS

(101.5, 101.6, & 101.7)

2" Z FURRING CHANNELS

(101.8, 101.9, & 101.10)

SEAL SMOKE TIGHT

(100.2, 100.4, 100.6)

100.1 1/4" GWB LAMINATED TO EXIST WALL SURFACE.

100.2 1/4" GWB LAMINATED TO EXIST WALL SURFACE, SEALED

SMOKE TIGHT.

100.3 5/8" GWB LAMINATED TO EXIST WALL SURFACE.

100.4 5/8" GWB LAMINATED TO EXIST WALL SURFACE,

SEALED SMOKE TIGHT.

100.5 5/8" CEMENTITIOUS BACKER UNIT LAMINATED TO EXIST

WALL SURFACE.

100.6 5/8" CEMENTITIOUS BACKER UNIT LAMINATED TO EXIST

WALL SURFACE, SEALED SMOKE TIGHT.

100.7 5/8" GWB LAMINATED TO ALIGN FLUSH WALL SURFACE.

1/4" GWB LAMINATED

(100.1, 100.2)

5/8" GWB LAMINATED

(100.3, 100.4)

SEAL SMOKE TIGHT

(100.2, 100.4, 100.6)

5/8" CEMENTITIOUS BACKER

UNIT LAMINATED (100.5, 100.6)

LINE OF EXISTING

WALL SURFACE

SEAL SMOKE TIGHT

(104.3, 104.4, 104.7, 104.8)

104.1 5/8" GWB ON 3 5/8" METAL STUDS.

104.2 5/8" GWB ON 3 5/8" METAL STUDS WITH ACOUSTICAL BATT INSULATION.

104.3 5/8" GWB ON 3 5/8" METAL STUDS, SEALED SMOKE TIGHT.

104.4 5/8" GWB ON 3 5/8" METAL STUDS WITH ACOUSTICAL BATT INSULATION,

SEALED SMOKE TIGHT.

104.5 5/8" CEMENTITIOUS BACKER UNIT ON 3 5/8" METAL STUDS.

104.6 5/8" CEMENTITIOUS BACKER UNIT ON 3 5/8" METAL STUDS WITH

ACOUSTICAL BATT INSULATION.

104.7 5/8" CEMENTITIOUS BACKER UNIT ON 3 5/8" METAL STUDS, SEALED

SMOKE TIGHT.

104.8 5/8" CEMENTITIOUS BACKER UNIT ON 3 5/8" METAL STUDS WITH

ACOUSTICAL BATT INSULATION, SEALED SMOKE TIGHT.

5/8" CEMENTITIOUS BACKER UNIT

(104.5, 104.6, 104.7, 104.8)

5/8" GYPSUM BOARD

(104.1, 104.2)

3 5/8" METAL STUDS

AT 16" O.C.

SEAL SMOKE TIGHT

(104.3, 104.4, 104.7, 104.8)

3 5/8" METAL TRACK

FASTENED TO STRUCTURE

3 5/8" METAL TRACK

FASTENED TO STRUCTURE

ACOUSTICAL BATT INSULATION

(104.2, 104.4, 104.8)

SEAL SMOKE TIGHT (106.3,

106.4, 106.7, 106.8, 106.13)

106.1 5/8" GWB ON 4" METAL STUDS.

106.2 5/8" GWB ON 4" METAL STUDS WITH ACOUSTICAL BATT INSULATION.

106.3 5/8" GWB ON 4" METAL STUDS, SEALED SMOKE TIGHT.

106.4 5/8" GWB ON 4" METAL STUDS WITH ACOUSTICAL BATT INSULATION, SEALED

SMOKE TIGHT.

106.5 5/8" CEMENTITIOUS BACKER UNIT ON 4" METAL STUDS.

106.6 5/8" CEMENTITIOUS BACKER UNIT ON 4" METAL STUDS WITH ACOUSTICAL BATT

INSULATION.

106.7 5/8" CEMENTITIOUS BACKER UNIT ON 4" METAL STUDS, SEALED SMOKE TIGHT.

106.8 5/8" CEMENTITIOUS BACKER UNIT ON 4" METAL STUDS WITH ACOUSTICAL BATT

INSULATION, SEALED SMOKE TIGHT.

106.9 5/8" GWB ON 2.5" METAL STUDS.

106.10 5/8" GWB ON 8" METAL STUDS WITH ACOUSTICAL BATT INSULATION, SEALED

SMOKE TIGHT.

106.11 5/8" GWB ON 4" METAL STUDS WITH ACOUSTICAL BATT INSULATION. SPOT WELD

EXPANDED METAL (9-GAUGE ) EVERY 6 INCHES TO VERTICAL AND HORIZONTAL

METAL SUPPORTS OF 16-GAUGE THICKNESS PERMANENTLY ATTACHED TO

CONCRETE SLAB AND UNDERSIDE OF DECK.

106.12 5/8" GWB ON 6" METAL STUDS WITH ACOUSTICAL BATT INSULATION

106.13 2 LAYERS 5/8" GWB ON 4" METAL STUDS, WITH ACOUSTICAL BATT INSULATION,

SEALED SMOKE TIGHT.

5/8" CEMENTITIOUS BACKER UNIT,

EACH SIDE (106.5, 106.6, 106.7, 106.8)

5/8" GWB BOARD, EACH SIDE

(106.1, 106.2, 106.13)

4" METAL STUDS AT 16" O.C. (106.1 - 106.8,

106.13)

SEAL SMOKE TIGHT (106.3,

106.4, 106.7, 106.8, 106.13)

METAL TRACK FASTENED

TO STRUCTURE

METAL TRACK FASTENED TO STRUCTURE

ACOUSTICAL BATT INSULATION

(106.2, 106.4, 106.8)

107.1 5/8" GWB TYPE X ON 4" METAL STUDS.

107.2 5/8" ABUSE RESISTANTGWB TYPE X ON 4" METAL

STUDS WITH ACOUSTICAL BATT INSULATION.

107.3 5/8" ABUSE RESISTANTGWB TYPE X ON 4" METAL

STUDS WITH ACOUSTICAL BATT INSULATION. SMOKE

BARRIER

5/8" GWB BOARD, EACH

SIDE

4" METAL STUDS

AT 16" O.C.

4" METAL TRACK FASTENED

TO STRUCTURE

4" METAL TRACK FASTENED

TO STRUCTURE

ACOUSTICAL BATT INSULATION

(107.2)

UL DESIGN U419

1 - HOUR RATED ASSEMBLY

FIRE RATED SEALANT

(RED COLOR)

108.1 5/8" GWB TYPE X ON 4" METAL STUDS.

108.2 5/8" GWB TYPE X ON 4" METAL STUDS WITH ACOUSTICAL BATT

INSULATION.

(2 LAYERS) 5/8" GWB BOARD,

EACH SIDE WITH STAGGERED

SEAMS

4" METAL STUDS

AT 16" O.C.

4" METAL TRACK FASTENED

TO STRUCTURE

4" METAL TRACK FASTENED

TO STRUCTURE

ACOUSTICAL BATT INSULATION

(108.2)

UL DESIGN U419

2 - HOUR RATED ASSEMBLY

FIRE RATED SEALANT

(RED COLOR)

FIRE RATED SEALANT

(RED COLOR)

FIRE RATED SEALANT

(RED COLOR)

110.1 5/8" CEMENTITIOUS BACKER UNIT ON 4" METAL STUDS.

110.2 5/8" CEMENTITIOUS BACKER UNIT ON 4" METAL STUDS

WITH ACOUSTICAL BATT INSULATION.

5/8" CEMENTITIOUS

BACKER UNIT, EACH SIDE

4" METAL STUDS

AT 16" O.C.

4" METAL TRACK FASTENED

TO STRUCTURE

4" METAL TRACK FASTENED

TO STRUCTURE

ACOUSTICAL BATT

INSULATION (110.2)

UL DESIGN U442

1 - HOUR RATED ASSEMBLY

FIRE RATED SEALANT

(RED COLOR)

FIRE RATED SEALANT

(RED COLOR)

109.1 5/8" CEMENTITIOUS BACKER UNIT ON 4" METAL STUDS.

109.2 5/8" CEMENTITIOUS BACKER UNIT ON 4" METAL STUDS

WITH ACOUSTICAL BATT INSULATION.

109.3 5/8" CEMENTITIOUS BACKER UNIT (TILE SIDE ONLY) ON 4"

METAL STUDS WITH ACOUSTICAL BATT INSULATION,

SEALED SMOKE TIGHT.

5/8" CEMENTITIOUS BACKER

UNIT, EACH SIDE

4" METAL STUDS

AT 16" O.C.

4" METAL TRACK FASTENED

TO STRUCTURE

4" METAL TRACK FASTENED

TO STRUCTURE

ACOUSTICAL BATT INSULATION

(109.2)

ACOUSTICAL SEALANT

ACOUSTICAL SEALANT

SCHEDULED TILE,

SEE FINISHES

SCHEDULED TILE,

SEE FINISHES

NON-RATED TYPICAL WALL

113.1 5 5/8 CONCRETE MASONRY UNIT, SEE STRUCTURAL FOR

FILL, REBAR, AND TYPICAL HEADER DETAIL.

113.2 7 5/8 CONCRETE MASONRY UNIT, SEE STRUCTURAL FOR

FILL, REBAR, AND TYPICAL HEADER DETAIL.

113.3 11 5/8 CONCRETE MASONRY UNIT, SEE STRUCTURAL

FOR FILL, REBAR, AND TYPICAL HEADER DETAIL.

5 5/8 CONCRETE

MASONRY UNIT (113.1)

STAGGERED STEEL

ANGLES, SEE STRUCTURAL

FOR INFORMATION

7 5/8 CONCRETE

MASONRY UNIT (113.2)

11 5/8 CONCRETE

MASONRY UNIT (113.3)

114.1 5 5/8 CONCRETE MASONRY UNIT, SEE STRUCTURAL FOR

FILL, REBAR, AND TYPICAL HEADER DETAIL.

114.2 7 5/8 CONCRETE MASONRY UNIT, SEE STRUCTURAL FOR

FILL, REBAR, AND TYPICAL HEADER DETAIL.

114.3 11 5/8 CONCRETE MASONRY UNIT, SEE STRUCTURAL FOR

FILL, REBAR, AND TYPICAL HEADER DETAIL.

5 5/8 CONCRETE

MASONRY UNIT (114.1)

STAGGERED STEEL

ANGLES, SEE STRUCTURAL

FOR INFORMATION

7 5/8 CONCRETE

MASONRY UNIT (114.2)

11 5/8 CONCRETE

MASONRY UNIT (114.3)

FILL ANNUALAR SPACE WITH

FIRE RATED MATERIAL

EQUAL TO UL DESIGNATION

UL DESIGN U618

2 - HOUR RATED ASSEMBLY

NOTE: REBAR AND FILL NOT SHOWN SEE STRUCTURAL DRAWINGS

NOTE: REBAR AND FILL NOT SHOWN SEE STRUCTURAL DRAWINGS

9 GAUGE HORZONTAL

LADDER REINFORCING

EVERY OTHER COURSE, UON.

9 GAUGE HORZONTAL

LADDER REINFORCING

EVERY OTHER COURSE, UON.

SEAL SMOKE TIGHT

(103.3, 103.4, 103.7, 103.8)

103.1 5/8" GWB ON 2 1/2" METAL STUDS.

103.2 5/8" GWB ON 2 1/2" METAL STUDS WITH ACOUSTICAL BATT INSULATION.

103.3 5/8" GWB ON 2 1/2" METAL STUDS, SEALED SMOKE TIGHT.

103.4 5/8" GWB ON 2 1/2" METAL STUDS WITH ACOUSTICAL BATT INSULATION,

SEALED SMOKE TIGHT.

103.5 5/8" CEMENTITIOUS BACKER UNIT ON 2 1/2" METAL STUDS.

103.6 5/8" CEMENTITIOUS BACKER UNIT ON 2 1/2" METAL STUDS WITH

ACOUSTICAL BATT INSULATION.

103.7 5/8" CEMENTITIOUS BACKER UNIT ON 2 1/2" METAL STUDS, SEALED

SMOKE TIGHT.

103.8 5/8" CEMENTITIOUS BACKER UNIT ON 2 1/2" METAL STUDS WITH

ACOUSTICAL BATT INSULATION, SEALED SMOKE TIGHT.

103.9 5/8" GWB ON 4" METAL STUDS WITH ACOUSTICAL BATT INSULATION.

SPOT WELD EXPANDED METAL (9-GAUGE ) EVERY 6 INCHES TO

VERTICAL AND HORIZONTAL METAL SUPPORTS OF 16- GAUGE

THICKNESS PERMANENTLY ATTACHED TO CONCRETE SLAB AND

UNDERSIDE OF DECK.

5/8" CEMENTITIOUS BACKER UNIT

(103.5, 103.6, 103.7, 103.8)

5/8" GYPSUM BOARD

(103.1, 103.2)

2 1/2" METAL STUDS AT

16" O.C.

SEAL SMOKE TIGHT

(103.3, 103.4, 103.7, 103.8)

METAL TRACK FASTENED

TO STRUCTURE

METAL TRACK FASTENED

TO STRUCTURE

ACOUSTICAL BATT INSULATION

(103.2, 103.4, 103.8)

NON-RATED TILE ASSEMBLY

NON-RATED CMU

SEAL SMOKE TIGHT

(102.3, 102.4, 102.7, 102.8)

102.1 5/8" GWB ON 1 5/8" METAL STUDS.

102.2 5/8" GWB ON 1 5/8" METAL STUDS WITH ACOUSTICAL BATT INSULATION.

102.3 5/8" GWB ON 1 5/8" METAL STUDS, SEALED SMOKE TIGHT.

102.4 5/8" GWB ON 1 5/8" METAL STUDS WITH ACOUSTICAL BATT

INSULATION, SEALED SMOKE TIGHT.

102.5 5/8" CEMENTITIOUS BACKER UNIT ON 1 5/8" METAL STUDS.

102.6 5/8" CEMENTITIOUS BACKER UNIT ON 1 5/8" METAL STUDS WITH

ACOUSTICAL BATT INSULATION.

102.7 5/8" CEMENTITIOUS BACKER UNIT ON 1 5/8" METAL STUDS, SEALED

SMOKE TIGHT.

102.8 5/8" CEMENTITIOUS BACKER UNIT ON 1 5/8" METAL STUDS WITH

ACOUSTICAL BATT INSULATION, SEALED SMOKE TIGHT.

5/8" CEMENTITIOUS BACKER UNIT

(102.5, 102.6, 102.7, 102.8)

5/8" GYPSUM BOARD

(102.1, 102.2)

1 5/8" METAL STUDS

AT 16" O.C.

SEAL SMOKE TIGHT

(102.3, 102.4, 102.7, 102.8)

1 5/8" METAL TRACK

FASTENED TO STRUCTURE

1 5/8" METAL TRACK

FASTENED TO STRUCTURE

ACOUSTICAL BATT INSULATION

(102.2, 102.4, 102.8)

111.1 5/8" CEMENTITIOUS BACKER UNIT ON 3 5/8" METAL

STUDS.

111.2 5/8" CEMENTITIOUS BACKER UNIT ON 3 5/8" METAL

STUDS WITH ACOUSTICAL BATT INSULATION.

111.3 5/8" CEMENTITIOUS BACKER UNIT ON 4" METAL STUDS.

111.4 5/8" CEMENTITIOUS BACKER UNIT ON 4" METAL STUDS

WITH ACOUSTICAL BATT INSULATION.

5/8" CEMENTITIOUS BACKER

UNIT, ONE SIDE

4" METAL STUDS AT 16"

O.C. (111.3, 111.4)

METAL TRACK FASTENED

TO STRUCTURE

METAL TRACK FASTENED

TO STRUCTURE

ACOUSTICAL BATT

INSULATION (111.2, 111.3)

ACOUSTICAL SEALANT

ACOUSTICAL SEALANT

SCHEDULED TILE,

SEE FINISHES

NON-RATED TILE ASSEMBLY - ONE SIDE

5/8" GWB ONE SIDE

TILE CONDITIONS

3 5/8" METAL STUDS AT

16" O.C. (111.1, 111.2)

112.1 5/8" CEMENTITIOUS BACKER UNIT ON 3 5/8" METAL

STUDS.

112.2 5/8" CEMENTITIOUS BACKER UNIT ON 3 5/8" METAL

STUDS WITH ACOUSTICAL BATT INSULATION.

112.3 5/8" CEMENTITIOUS BACKER UNIT ON 4" METAL STUDS.

112.4 5/8" CEMENTITIOUS BACKER UNIT ON 4" METAL STUDS

WITH ACOUSTICAL BATT INSULATION.

5/8" CEMENTITIOUS

BACKER UNIT, ONE SIDE

4" METAL STUDS AT 16" O.C.

(112.3, 112.4)

METAL TRACK FASTENED TO

STRUCTURE

METAL TRACK FASTENED

TO STRUCTURE

ACOUSTICAL BATT

INSULATION (112.2, 112.3)

FIRE RATED SEALANT

(RED COLOR)

SCHEDULED TILE,

SEE FINISHES

5/8" GWB ONE SIDE

3 5/8" METAL STUDS AT 16"

O.C. (112.1, 112.2)

UL DESIGN U442

1 - HOUR RATED ASSEMBLY - ONE SIDE

FIRE RATED SEALANT

(RED COLOR)

UL DESIGN U415

SYSTEM A

1 - HOUR RATED ASSEMBLY

2 - HOUR RATED ASSEMBLY

FIRE RATED SEALANT

(RED COLOR)

FIRE RATED SEALANT

(RED COLOR)

STEEL J RUNNER

1" SHAFT

LINER PANEL

5/8" GWB BOARD TYPE X

(116.1, 116.2, 116.3)

CH STUDS 2.5" @ 24"

O.C. (116.1, 116.4)

STEEL J RUNNER

116.1 CH 2.5" STUDS AT 24" O.C.

116.2 CH 4" STUDS AT 24" O.C.

116.3 CH 6" STUDS AT 24" O.C.

116.4 2 LAYERS OF 5/8" ON 2.5" CH STUDS AT 24" O.C.

(2-HR RATED ASSEMBLY)

CH STUDS 4" @ 24" O.C.

(116.2)

CH STUDS 6" @ 24" O.C.

(116.3)

115.1 5/8" GWB TYPE X ON 2.5" METAL STUDS.

115.2 5/8" ABUSE RESISTANT GWB TYPE X ON 2.5" METAL

STUDS WITH ACOUSTICAL BATT INSULATION.

115.3 5/8" ABUSE RESISTANT GWB TYPE X ON 3 5/8" METAL

STUDS.

115.4 5/8" ABUSE RESISTANT GWB TYPE X ON 3 5/8" METAL

STUDS WITH ACOUSTICAL BATT INSULATION.

115.5 5/8" ABUSE RESISTANT GWB TYPE X ON 4" METAL

STUDS.

115.6 5/8" ABUSE RESISTANT GWB TYPE X ON 4" METAL

STUDS WITH ACOUSTICAL BATT INSULATION.

115.7 5/8" ABUSE RESISTANT GWB TYPE X ON 4" METAL

STUDS WITH ACOUSTICAL BATT INSULATION, SMOKE

BARRIER.

2 LAYERS 5/8" GWB

BOARD TYPE X

3 5/8" METAL STUDS AT

16" O.C. (115.3, 115.4)

METAL TRACK FASTENED

TO STRUCTURE

METAL TRACK FASTENED

TO STRUCTURE

ACOUSTICAL BATT INSULATION

(115.2, 115.4, 115.6)

UL DESIGN V497

1 - HOUR RATED ASSEMBLY

FIRE RATED SEALANT

(RED COLOR)

FIRE RATED SEALANT

(RED COLOR)

2.5" METAL STUDS AT

16" O.C. (115.1, 115.2)

4" METAL STUDS AT

16" O.C. (115.5, 115.6)

WHERE APPLICABLE SEE TILE

CONDITIONS SUFFIX -T1, -T2, OR -T3

8" METAL STUDS AT

16" O.C. (105.9)

2.5" METAL STUDS AT 16" O.C. (106.9)

8" METAL STUDS AT

16" O.C. (106.10)

WALL TAG SUFFIX TILE CONDITIONS (WHERE

APPLICABLE) WALL TAGS I.E., 100.7T3

EDGE OF B.O.

STRUCTURE

EDGE OF T.O.

CONCRETE SLAB

EDGE OF B.O.

STRUCTURE

EDGE OF T.O.

CONCRETE SLAB

EDGE OF B.O.

STRUCTURE

EDGE OF T.O.

CONCRETE SLAB

EDGE OF B.O.

STRUCTURE

EDGE OF T.O.

CONCRETE SLAB

EDGE OF B.O.

STRUCTURE

EDGE OF T.O.

CONCRETE SLAB

EDGE OF B.O.

STRUCTURE

EDGE OF T.O.

CONCRETE SLAB

EDGE OF B.O.

STRUCTURE

EDGE OF T.O.

CONCRETE SLAB

EDGE OF B.O.

STRUCTURE

EDGE OF T.O.

CONCRETE SLAB

EDGE OF B.O.

STRUCTURE

EDGE OF T.O.

CONCRET…