1_a G - Renovate Building 4 IFC pages 7-10.pdf

DN

DN

STAIR A EXIT CAPACITY:

60" CLEAR WIDTH

.3" PER PERSON

300 PEOPLE EXIT CAPACITY

STAIR B EXIT CAPACITY:

48" CLEAR WIDTH

.3" PER PERSON

160 PEOPLE EXIT CAPACTIY

DOOR EXIT CAPACITY:

35" CLEAR WIDTH

.2" PER PERSON

175 PEOPLE EXIT CAPACITY

DN

STAIR A

T R

A V

E L

D

IS

T A

N C

E

UP

STAIR B

COMMON PATH: 73'-0"

DEAD END: 37'-6"

FEC

DOOR EXIT CAPACITY:

35" CLEAR WIDTH

.2" PER PERSON

175 PEOPLE EXIT CAPACITY

A E

D

STAIR A EXIT CAPACITY:

60" CLEAR WIDTH

.3" PER PERSON

300 PEOPLE EXIT CAPACITY

DOOR EXIT CAPACITY:

35" CLEAR WIDTH

.2" PER PERSON

175 PEOPLE EXIT CAPACITY

DOOR EXIT CAPACITY:

71" CLEAR WIDTH

.2" PER PERSON

355 PEOPLE EXIT CAPACITY

STAIR B EXIT CAPACITY:

48" CLEAR WIDTH

.3" PER PERSON

160 PEOPLE EXIT CAPACITY

DOOR EXIT CAPACITY:

35" CLEAR WIDTH

.2" PER PERSON

175 PEOPLE EXIT CAPACITY

DOOR EXIT CAPACITY:

35" CLEAR WIDTH

.2" PER PERSON

175 PEOPLE EXIT CAPACITY

TRAVEL DISTANCE: 65'-0"

DN

STAIR A

DN

STAIR B

FEC

UP

UP

DN

DN

DN

DN

MECHANICAL

COURTYARD

UP

STAIR A EXIT CAPACITY

60" CLEAR WIDTH

.3" PER PERSON

300 PEOPLE EXIT CAPACITY

DOOR EXIT CAPACITY:

35" CLEAR WIDTH

.2" PER PERSON

175 PEOPLE EXIT CAPACITY

STAIR B EXIT CAPACITY

48" CLEAR WIDTH

.3" PER PERSON

160 PEOPLE EXIT CAPACITY

DOOR EXIT CAPACITY:

35" CLEAR WIDTH

.2" PER PERSON

175 PEOPLE EXIT CAPACITY

DN

STAIR A

T R

A V

E L

D

IS

T A

N C

E

DN

STAIR B

COMMON PATH: 59'-6"

DEAD END: 40'-7"

FEC

A E

D

AED

FEC

TRAVEL DISTANCE

FIRE EXTINGUISHER CABINET AND FIRE EXTINGUISHER (FEC)

AUTOMATIC ELECTRONIC DEFIBRILLATOR (AED)

WALL HARDENING

1-HR FIRE-RATED PARTITION

EXIT SIGN

COMMON PATH

DEAD END/BUILDING DISTANCE

2-HR FIRE-RATED PARTITION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A u to d e s k D o c s /F a y e tt e v ill e N

C V

A

B ld g

R e n o v a ti o n /F

F E

F a y e tt e v ill e

R e n o v a te

B

A rc h rv t

/2

/2

:5

:3

P

M

GI007

LIFE SAFETY PLAN

07/24/2023 SS KT

RENOVATE HISTORIC BUILDING 4 565-20-101

2300 RAMSEY STREET, FAYETTEVILLE, NC 28301

ISSUED FOR

CONSTRUCTION 4

FAYETTEVILLE

VA MEDICAL

CENTER Approved: FAYETTEVILLE VA MEDICAL CENTER

1/8" = 1'-0"

LIFE SAFETY PLAN - BASEMENT

1/8" = 1'-0"

LIFE SAFETY PLAN - FIRST FLOOR

1/8" = 1'-0"

LIFE SAFETY PLAN - SECOND FLOOR

LIFE SAFETY LEGEND

No. Revisions: Date:

REV 0 07/24/2023

Steve Image

CL

NOTE:

1. LOW SPOUT OUTLET SHALL BE 36"

MAX AFF / GROUND; 27" MIN. CLR TO

UNDERSIDE OF FIXTURE

2. HIGH SPOUT OUTLET SHALL BE 38"

MIN AFF / GROUND AND 43" MAX AFF

LOW SPOUT

OUTLET

4' - 0"

2'

1' - 6"

1'

V A

R

IE

S

HIGH SPOUT

OUTLET

CL

LOW SPOUT

OUTLET

4' - 0"

2'

1' - 6"

M

IN

1'

V A

R

IE

S

HIGH SPOUT

OUTLET

METAL PIPE CANE

DETECT RAIL

FOUNTAIN

ALIGN W/

3' -2

ALCOVE INSTALLATION NON-ALCOVE INSTALLATIONA B CANE DETECT RAIL ELEVATIONC

6"

FOUNTAIN

ALIGN W/

C

1 1/2" DIA. METAL

PIPE WING WALL

M

IN

FRONT APPROACH, PUSH SIDE

M

IN

FRONT APPROACH, PUSH SIDE, DOOR

PROVIDED WITH BOTH CLOSER AND

LATCH

M

IN

12" MIN

M

IN

HINGE APPROACH, PULL SIDE

36" MIN

M

IN

HINGE APPROACH, PULL SIDE

42" MIN

HINGE APPROACH, PUSH SIDE

M

IN

22" MIN

HINGE APPROACH, PUSH SIDE, DOOR

PROVIDED WITH BOTH CLOSER AND

LATCH

M

IN

22" MIN 48

M

IN

LATCH APPROACH, PULL SIDE

24" MIN 54

M

IN

LATCH APPROACH, PULL SIDE, DOOR

PROVIDED WITH CLOSER

24" MIN

LATCH APPROACH, PUSH SIDE

M

IN

24" MIN

LATCH APPROACH, PUSH SIDE, DOOR

PROVIDED WITH CLOSER

M

IN

24" MIN

18" MIN

A FRONT APPROACH, PULL SIDE B C

D E F

G H I

J K RECESSED DOOR/ GATEL

M

IN

M

IN

MORE THAN AN 8"

INTRUSION IS NOT

ALLOWED INTO

CLEAR FLOOR

SPACE

8"

O

R E

Q

8" MAX DEEP

INTRUSION INTO

CLEAR FLOOR

SPACE

PARALLEL APPROACH TO TELEPHONE

M A

X

FORWARD APPROACH TO TELEPHONE

NOTE: THE CORD FROM THE TELEPHONE TO THE HANDSET SHALL BE 29" LONG MINIMUM.

M

IN

48" MIN

M A

X

M A

X

30" X 48" CLR FLR

SPACE

A B

RAMP SECTION NOTES:

(W)

40'-0" MAX WITH SLOPE RANGE OF 1:33 TO 1:24

35'-0" MAX WITH SLOPE RANGE OF 1:25 TO 1:20

(Z

INTERMEDIATE OR BOTTOM LEVEL

LANDING

60" MIN CLR

M

IN

C

LRRAMP DOWN

TOP LEVEL LANDING

(Z) IS 48" MIN

(Z) IS 60" MIN AT ACCESSIBLE ROUTE

(W) IS 60" MIN CLR FOR INTERMEDIATE LANDING AT STRAIGHT RUN

(W) IS 72" MIN CLR FOR INTERMEDIATE LANDING AT CHANGE OF DIRECTION OR

BOTTOM LEVEL LANDING

2.

3.

SLOPE (V)

SLOPE (V) IS 1:20 (5%)MAX

SLOPE (V) IS 1:33 (3%) AT ACCESSIBLE ROUTE

1.

RAMP PLAN NOTES:

A

12" MIN

RAMP LENGTH

R A

M P

R

IS

E

LEVEL

LANDIN

G

LEVEL

LANDING

12" MIN

PROVIDE GUIDE RAIL (CONTINUOUS 3" HIGH X 1/8" THICK

GUIDERAIL CENTERED AT 3" +/- 1" HIGH FROM FINISH

SURFACE WELD TO POST) OR GUIDE CRB 2" HIGH OR

GUIDE CURB

RAMP PLAN

B RAMP SECTION

MAX RISE OF ANY RAMP RUN IS 30"

MAX RAMP CROSS SLOPE IS 2%

HANDRAILS ARE REQUIRED IF RAMP RISE IS GREATER THAN 6"

PROVIDE 42" HIGH GUARDRAILS ALONG OPEN-SIDED WALKING SURFACES 30"

HIGHER THAN ADJACENT FLOOR OR GRADE. OPENINGS IN GUARDRAILS SHALL

NOT ALLOW 4" DIAMETER SPHERE TO PASS THROUGH.

2.

3.

1.

4.

HANDRAIL

POST

FINISH FLOOR

FINISH FLOOR

CARPET

1:2 SLOPE MAX

1:2 SLOPE MAX

DOOR

1/ 2"

1/ 2"

1/ 2"

1/ 2"

M A

X

1/ 2"

M A

X

1/ 2"

M A

X

FINISH

FLOOR

A B

C D

RAMP UP

OR DOWN

M

IN

42" MIN

3" MIN

RAMP UP

OR DOWN

(Y)

42" MIN

(X

3" M

A X

24"

(X)

3" MIN

72" MIN

(Y

M

IN

D

O O

R W

ID

T

H

R

AM

P U

P O

R D

O W

N

SIDE APPROACH SIDE APPROACH - HINGE SIDE FRONT APPROACHA CB

LANDING NOTE:

IF (X) IS GREATER THAN 3" THEN (Y) MUST BE :

60" MIN AT TOP LANDING

72" MINIMUM AT BOTTOM LANDING

(Z)

(Z

(Z

RAILING OR GUARDRAIL,

TYP.

1.

2. (Z) IS 48" MIN

(Z) IS 60" MIN AT ACCESSIBLE ROUTE

18" MIN @ INT DOOR

24" MIN @ EXT DOOR

12" AT BOTTOM OF RAMP

12" AT TOP OF RAMP

HANDRAIL, TYP.

12" AT BOTTOM OF RAMP

12" AT TOP OF RAMP

A T

B O

T T

O M

O F

R A

M P

A T

T O

P O

F R

A M

P

SEE 2 / GI008 FOR RAMP/ HANDRAIL DETAIL

FRONT APPROACH

M

IN

M

IN

SIDE APPROACH

22" MIN

POCKET OR HINGE APPROACH

M

IN

STOP OR LATCH APPROACH

24" MIN

M

IN

D

C

B

A

30" MIN

M

IN

CLEAR FLOOR OR GROUND CLEARANCE

30" MIN

M

IN

FORWARD APPROACH

48" MIN

M

IN

PARALLEL APPROACH

36" MIN

X

CLEARANCE, ALCOVE, FORWARD APPROACH

60" MIN

X

CLEARANCE, ALCOVE, PARALLEL APPROACH

A B C

D E

M

IN

1/

2"

ABSOLUTE

1 1/2"

NOMINAL DIM. 1

1/4" DIA MIN - 1 1/2"

DIA MAX, TYP

A SURFACE-MOUNTED HANDRAIL

SECTION

HANDRAIL NOTES

HANDRAIL ENDS SHALL BE RETURNED SMOOTHLY TO A WALL, GUARD, LANDING

SURFACE OR CONTINUOUS TO THE HANDRAIL OF AN ADJACENT RAMP.

1.

HANDGRIP PORTION OF HANDRAILS SHALL HAVE A SMOOTH SURFACE WITH NO

SHARP CORNERS AND UNINTERUPTED. EDGES SHOULD HAVE A 1/8" RADIUS.

2.

WALLS OR OTHER SURFACES ADJACENT TO THE HANDRAILS SHALL BE FREE OF

SHARP OR ABRASIVE ELEMENTS

3.

M

IN

25" MAX

ELEVATION

PLAN

FINISH

FLOOR

8" MIN

11" MIN

M

IN

9" M

IN

ELEMENT

ELEMENT

A

B

4" MAX

X

7"

M

IN

PROTRUDING

OBJECTS

M

IN

M A

X

UNOBSTRUCTED FORWARD APPROACH OBSTRUCTED HIGH FORWARD APPROACH

>20" - 25" MAX

M A

X

M A

X

M

IN 48

M

A X

10" MAX

M A

X

M A

X

10" MAX

UNOBSTRUCTED SIDE APPROACH OBSTRUCTED HIGH SIDE APPROACH

M A

X

M A

X

>10" - 24" MAX

20" MAX

D

A B

C

RADIUS OF TREAD EDGE

(TYP FOR ALL PROFILES)

ANGLED RISER

CURVED NOSING BEVELED NOSING

RADIUS MAX.

1/2"

30° MAX

1 1/2" MAX 1 1/2" MAX

11"

11" MIN

D

DC

A B

12" MIN

2'

0"

XX

NOTE: X = TREAD DEPTH

42" GUARDRAIL IS REQUIRED AT STAIRWAYS

WITH 30" OR MORE ABOVE GRADE OR FLOOR

BELOW. OPENING IN GUARDRAIL AND

HANDRAILS SHALL NOT ALLOW A 4" SPHERE

TO PASS THROUGH.

4" T

O

11" MIN

18" MIN

M

IN

CENTERED ON

TACTILE CHARACTERS

CL

9" M

IN

M

IN

17" - 25"

ELEVATION

PLAN

6" MAX

FINISH FLOOR

ELEMENT

ELEMENT

B

A

60" MIN

12" MIN 12" MIN36" MIN

M

IN

M

IN

T-SHAPED TURNING SPACE

2' - 9"

CIRCULAR TURNING SPACEA B

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A u to d e s k D o c s /F a y e tt e v ill e N

C V

A

B ld g

R e n o v a ti o n /F

F E

F a y e tt e v ill e

R e n o v a te

B

A rc h rv t

/2

/2

:5

:3

P

M

GI008

ACCESSIBILITY REQUIREMENTS

AND STANDARD DETAILS

07/24/2023 SS KT

RENOVATE HISTORIC BUILDING 4 565-20-101

2300 RAMSEY STREET, FAYETTEVILLE, NC 28301

ISSUED FOR

CONSTRUCTION 4

FAYETTEVILLE

VA MEDICAL

CENTER Approved: FAYETTEVILLE VA MEDICAL CENTER

12" = 1'-0"

ACCESSIBILITY SYMBOL

1/2" = 1'-0"

ACCESSIBLE DRINKING FOUNTAIN

1/4" = 1'-0"

ACCESSIBLE SWING DOOR CLEARANCES

1/2" = 1'-0"

ACCESSIBLE TELEPHONE

1/4" = 1'-0"

BASIC RAMP REQUIREMENTS

3" = 1'-0"

CHANGE OF ELEVATION

1/4" = 1'-0"

DOOR ENCROACHMENT ONTO RAMPS

1/4" = 1'-0"

DOORWAY CLEARANCES

3/8" = 1'-0"

GROUND AND FLOOR CLEARANCE

1/4" = 1'-0"

HANDRAIL REQUIREMENTS

1/2" = 1'-0"

KNEE CLEARANCE

3/8" = 1'-0"

PROTRUDING OBJECTS CLEARANCE

1/4" = 1'-0"

REACH RANGE

1/2" = 1'-0"

STAIR NOSING

1/4" = 1'-0"

STAIR, RAMP & HANDRAILS

1/2" = 1'-0"

TACTILE SIGN LOCATION @ DOORS

1/2" = 1'-0"

TOE CLEARANCE

1/4" = 1'-0"

TURNING SPACE

No. Revisions: Date:

REV 0 07/24/2023

6"

1' -6

6"

4' -0

EQEQ

1' -6

6"

5' -0

4' -6

6' -8

4' -0

4' -6

6' -8

L

CCOLUMN

TO TEXT BASE

THERMOSTAT

FIRE STROBE

GANG OF DIMMER SWITCHES

LIGHT SWITCH

FINISH FLOOR LINE

ELEC./DATA OUTLETS

AND TV OUTLETS

IF THERE IS A SWITCH,

LOCATE PHONE AWAY 6"

AS SHOWN. OTHERWISE

ALIGN WITH VERTICAL

TELEPHONE AND/OR CARD READER

AT 48" MAX. TO OPERABLE PARTS.

DURESS BUTTON SHALL BE REACHABLE

AT 48" MAX.

FIRE STROBE

SWITCH

THERMOSTAT

ELEC./DATA OUTLETS

IF THERE IS A SWITCH,

LOCATE PHONE 6" AWAY

AS SHOWN. OTHERWISE

ALIGN WITH VERTICAL

TELEPHONE AT 48" MAX.

TO OPERABLE PARTS. DURESS

BUTTON SHALL BE REACHABLE

AT 48" MAX.

1"

1' -6

TYPICAL OUTLETS

TYP.

FINISH FLOOR LINE

OR DEVICES

1"

1"

1' -6

6"

EDGE OF WALL OR DOOR OF FRAME

FINISH FLOOR LINE

TYPICAL POWER OR

COMMUNICATIONS OUTLET

(SINGLE BOX)

ACCESSIBILITY NOTES

1. IN BUILDINGS AND FACILITIES, FLOORS OF A GIVEN STORY SHALL BE A

COMMON LEVEL THROUGHOUT, OR SHALL BE CONNECTED BY

PEDESTRIAN RAMPS, PASSENGER ELEVATORS OR SPECIAL ACCESS LIFTS.

2. FLOOR SURFACES SHALL BE SLIP-RESISTANT WITH MIN. WET

COEFFICIENT OF FRICTION OF 0.7.

3. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT

EXCEED 1/2" IN HEIGHT. LEVEL CHANGES NOT EXCEEDING 1/4" MAY BE

VERTICAL. BEVEL OTHERS WITH A SLOPE NO GREATER THAN 1:2.

4. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND

WHICH ARE IN A PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE

EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING

BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT

REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. MOUNT

DOOR OPENING HARDWARE BETWEEN 34" AND 48" ABOVE FLOOR FINISH.

5. CENTER HAND ACTIVATED DOOR OPENING HARDWARE BETWEEN 34"

AND 48" ABOVE THE FLOOR.

6. MAXIMUM PULL OR PUSH EFFORT TO OPERATE DOORS SHALL NOT

EXCEED 5 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR

DOORS, MEASURED AT RIGHT ANGLES TO HINGED DOORS AND AT

CENTER PLANE OF SLIDING OR FOLDING DOORS. CORRESPONDING

DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET

THE ABOVE STANDARDS. MINIMUM EFFORT ALLOWABLE BY APPROPRIATE

ADMINISTRATIVE AUTHORITY TO OPERATE REQUIRED FIRE DOORS MAY BE

INCREASED NOT TO EXCEED 15 POUNDS.

7. THE BOTTOM 10" OF ALL DOORS (EXCEPT SLIDING AND AUTOMATIC)

SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR

TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP

OR HAZARDOUS CONDITION. PROVIDE A 10" HIGH SMOOTH PANEL ON THE

PUSH SIDE OF NARROW FRAME DOORS.

8. EVERY REQUIRED ENTRANCE OR PASSAGE DOORWAY SHALL BE NOT

LESS THAN 3' IN WIDTH AND NOT LESS THAN 6'-8" IN HEIGHT. DOORS SHALL

BE CAPABLE OF OPENING AT LEAST 90 DEGREES AND SHALL BE SO

MOUNTED THAT THE CLEAR WIDTH OF THE DOORWAY IS NOT LESS THAN

32" WHEN DOOR IS 90 DEGREES OPEN.

9. WHERE A PAIR OF DOORS IS UTILIZED, AT LEAST ONE OF THE DOORS

SHALL PROVIDE A CLEAR, UNOBSTRUCTED OPENING WIDTH OF 32" WITH

THE LEAF POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED

POSITION.

10. IDENTIFY ACCESSIBLE ENTRANCES WITH AT LEAST ONE STANDARD ISA

SIGN AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED, VISIBLE

FROM APPROACHING PEDESTRIAN WAYS.

11. THE FLOOR OR LANDING ON EACH SIDE OF AN ENTRANCE OR PASSAGE

DOOR SHALL BE LEVEL AND CLEAR. THE LEVEL AND CLEAR AREA SHALL

HAVE A LENGTH IN THE DIRECTION OF DOOR SWING OF AT LEAST 72" AND

THE LENGTH OPPOSITE THE DIRECTION OF DOOR SWING OF 48" AS

MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR IN ITS

CLOSED POSITION.

12. FLOORS OR LANDINGS SHALL BE NOT MORE THAN 1/2" LOWER THAN

THE THRESHOLD OF THE DOORWAY. CHANGE IN LEVEL BETWEEN 1/4" AND

1/2" SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2.

13. TO ALERT THE VISUALLY IMPAIRED, MARK THE UPPER APPROACH AND

THE LOWER TREAD OF EACH INTERIOR STAIR WITH A STRIP OF VISUALLY

CONTRASTING COLOR AT LEAST 2" WIDE, PLACED PARALLEL TO AND NOT

MORE THAN 1" FROM THE NOSE OF THE STEP OR LANDING. THE STRIP

SHALL BE OF A MATERIAL THAT IS AT LEAST AS SLIP RESISTANT AS THE

OTHER TREADS OF THE STAIR.

14. THE BOTTOM OF THE ELECTRICAL RECEPTACLE BOX SHALL BE 15" AFF

MIN. ABOVE THE FLOOR OR WORKING PLATFORM.

15. PROVIDE A CLEAR FLOOR SPACE 30" X 48" IN FRONT OF LAVATORY TO

PERMIT A FORWARD APPROACH.

16. MOUNT LAVATORIES WITH A MINIMUM CLEARANCE OF 29" FROM THE

FLOOR TO THE BOTTOM OF THE APRON. PROVIDE KNEE CLEARANCE

UNDER THE FRONT LIP EXTENDING A MINIMUM OF 30" IN WIDTH WITH 8"

MINIMUM DEPTH, AND SHALL BE A MINIMUM OF 9" HIGH FROM THE FLOOR

A MINIMUM OF 17" DEEP FROM THE FRONT OF THE LAVATORY.

17. FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE

OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING,

PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO

ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS. LEVER

OPERATED, PUSH TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS

ARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF CLOSING ARE ALLOWED

IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS.

18. INSULATE OR OTHERWISE COVER HOT WATER AND DRAIN PIPES

UNDER LAVATORIES.

19. THE LOW DRINKING FOUNTAIN BUBBLER SHALL BE ACTIVATED BY A

MANUALLY OPERATED SYSTEM NOT REQUIRING A FORCE GREATER THAN

5 LBS THAT IS LOCATED WITHIN 5 INCHES OF THE FRONT EDGE OF THE

FOUNTAIN OR AN ELECTRONICALLY CONTROLLED DEVICE.

20. THE BUBBLER OUTLET ORIFICE SHALL BE LOCATED WITHIN 5" OF THE

FRONT OF THE LOW DRINKING FOUNTAIN AND SHALL BE WITHIN 36" OF

THE FLOOR. THE WATER STREAM FROM THE BUBBLER SHALL BE

SUBSTANTIALLY PARALLEL TO THE FRONT EDGE OF THE DRINKING

FOUNTAIN.

21. WALKS, SIDEWALKS AND PEDESTRIAN WAYS SHALL BE FREE OF

GRATING WHENEVER POSSIBLE. FOR GRATINGS LOCATED IN THE

SURFACE OF ANY OF THESE AREAS, GRID OPENINGS IN GRATINGS SHALL

BE NO GREATER THAN 1/2" WIDE IN ONE DIRECTION. IF GRATINGS HAVE

ELONGATED OPENINGS, THEY SHALL BE PLACED SO THAT THE LONG

DIMENSION IS PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL.

22. DOUBLE SET OF HANDRAILS SHALL BE PROVIDED IN THE ELEVATOR.

THE RAILS SHALL BE SMOOTH AND THE INSIDE SURFACE AT LEAST 1 1/2"

CLEAR OF THE WALLS AT A NOMINAL HEIGHT OF 32" ABOVE THE FINISHED

FLOOR (AFF) FOR THE FIRST HANDRAIL AND 34" AFF FOR THE SECOND .

MINIMUM ELEVATOR DOOR SHALL BE 48" WIDE AND MINIMUM ELEVATOR

PLATFORM SIZE SHALL BE 8'-0" X 6'-2".

23. THE CENTERLINE OF THE HIGHEST OPERABLE PART OF THE ELEVATOR

CALL BUTTONS OR KEYPADS SHALL BE NO HIGHER THAN 48" ABOVE THE

FINISH FLOOR. CALL BUTTONS SHALL BE A MINIMUM OF 3/4" IN SIZE AND

RAISED OR FLUSH. VISUAL INDICATION SHALL BE PROVIDED TO SHOW

EACH CALL REGISTERED AND EXTINGUISHED. WHEN ANSWERED.

OBJECTS ADJACENT TO AND BELOW HALL CALL BUTTONS SHALL NOT

PROJECT MORE THAN 4" FROM THE WALL. A CLEAR FLOOR OR GROUND

SPACE MIN. 30" X 48" SHALL BE PROVIDED AT CALL CONTROLS.

24. FLOOR CALL BUTTONS SHALL BE PROVIDED WITH VISUAL INDICATORS

TO SHOW WHEN EACH CALL IS REGISTERED. THE VISUAL INDICATORS

SHALL BE EXTINGUISHED WHEN EACH CALL IS ANSWERED.

25. EXCEPT FOR PHOTO ELECTRIC TUBE BYPASS SWITCHES, EMERGENCY

CONTROL, INCLUDING THE EMERGENCY STOP AND RETURN, SHALL BE

GROUPED IN OR ADJACENT TO THE BOTTOM OF THE PANEL AND SHALL BE

NO LOWER THAN 2'-11" FROM THE FLOOR. FOR MULTIPLE CONTROLS ONLY,

ONE SET MUST COMPLY WITH THESE HEIGHT REQUIREMENTS.

26. THE EMERGENCY TELEPHONE HANDSET SHALL BE POSITIONED NO

HIGHER THAN 48" ABOVE THE FLOOR, AND THE HANDSET CORD SHALL BE

A MINIMUM OF 2'-5" IN LENGTH. A CLEAR FLOOR OR GROUND SPACE MIN

30" X 48" SHALL BE PROVIDED. THE DISTANCE FROM THE EDGE OF THE

TELEPHONE ENCLOSURE TO THE FACE OF THE TELEPHONE UNIT SHALL BE

MAXIMUM 10" FOR PARALLEL APPROACH, MAXIMUM 20" FOR FORWARD

APPROACH.

27. THE MINIMUM ILLUMINATION AT THE CAR CONTROLS, THRESHOLD, AND

THE LANDING WHEN A CAR OR LANDING DOORS ARE OPEN SHALL NOT BE

LESS THAN 5 FOOT-CANDLES.

28. A VISUAL AND AUDIBLE SIGNAL SHALL BE PROVIDED AT EACH

HOISTWAY ENTRANCE TO INDICATE WHICH CAR IS ANSWERING A CALL

AND THE CAR'S DIRECTION OF TRAVEL. WHERE IN-CAR SIGNALS ARE

PROVIDED, THEY SHALL BE VISIBLE FROM THE FLOOR AREA ADJACENT TO

THE HALL CALL BUTTONS.

29. THE VISUAL SIGNAL FIXTURES SHALL BE CENTERED AT 72" MINIMUM

ABOVE THE FINISH FLOOR OR GROUND AND MINIMUM 2 1/2" MEASURED

ALONG THE VERTICAL CENTERLINE OF THE ELEMENT. SIGNALS SHALL BE

VISIBLE FROM THE FLOOR AREA ADJACENT TO THE HALL CALL BUTTON.

30. AN AUDIBLE SIGNAL SHALL SOUND ONCE FOR THE UP DIRECTION AND

TWICE FOR THE DOWN DIRECTION OR SHALL HAVE VERBAL ANNUNCIATOR

THAT INDICATES THE DIRECTION OF ELEVATOR CAR TRAVEL.

MIN CLEAR

1' - 3"

M A

X T

O R

IM

2'

0"

R E

F

LE

C T

E D

S U

R F

A C

E O

F M

IR

R

O R

3' -4

M

A X

T O

B O

VERIFY SIZE WITH

PLANS AND

ELEVATIONS

MIN

8" DEEP

T O

R

IM

2' -1

0" M

A X

2'-1" MAX

1'-5" MIN

9" M

IN

9" M

IN

SIDE VIEW FRONT VIEW

1'-5" MIN

LAVATORY

PLUMBING LINES

WITHIN HATCHED

AREA REQUIRED

TO BE INSULATED

LINES OF REQUIRED

CLEARANCE

FINISH FLOOR

4'-0" MIN CLR

2'

M

IN

7"

CLEAR SPACE

ALLOWABLE FOR

ACCESSIBILITY

MIRROR

C

LR

K N

E E

S P

A C

E

2'

M

IN

7"

LINES OF REQUIRED

CLEARANCE

CLEARANCE

6" MAX TOE

FIN TO FIN

5'-0" MIN

F

IN

T O

F

IN

2' -6

M

IN

3'-0" X 5'-0" CLEAR

FLOOR SPACE

ELEV

S

ID

E W

A

LL

S

ID

E W

A

LL

BACK WALL

3'

M

IN

4'

M A

X

3' -0

M

A X

T .O

. B A

R

2' -9

M

IN

CONTROLS AND HAND

SHOWERS CAN BE LOCATED

ON ANY WALL OF SHOWER

PLAN

ELEVATION

GRAB BAR

GRAB BAR

MAX

1' - 0"

ICC/ANSI A117.1

3'-6" MIN (DESIGN W/ 48")

T O

S E

A T

1' -5

M

IN

'-7

M

A X

T O

O U

T

LE

T O

F D

IS

P

E N

S E

R

1' -3

M

IN

T

O

'-0

M A

X A

F F

3' -0

M

A X

T O

B A

R

2' -9

M

IN

ICC/ANSI A 117.1

7" MIN - 9" MAX

GRAB BAR

2' - 8"

SANITARY NAPKIN

DISPOSAL @ WOMEN

OR UNISEX,

SUGGESTED LOCATION

GRAB BAR

3' -0

M

A X

T O

B A

R

2' -9

M

IN

3' - 6"

TO 1'-6" MAX

1'-4" MIN

SANITARY NAPKIN

DISPOSAL @ WOMEN OR

UNISEX, SUGGESTED

LOCATION

1 1/2"

2'-0" MIN. 1'-0" MIN.

3'-0" MAX

3' -5

M

A X

3' -3

M

IN

1' -6

M

IN

3'-5" MAX

3'-3" MIN

VERTICAL GRAB BAR

TO COMPLY W/ ICC/ANSI A117.1

(WHEN ANSI IS REQD)

TOILET PAPER

DISPENSER

4' - 6"

3' -5

M

A X

3' -3

M

IN

1' -6

M

IN

SIDE WALL REAR WALL

VERTICAL GRAB BAR

TO COMPLY W/ ICC/ANSI A117.1

(WHEN ANSI IS REQD)

3' - 0"

TOILET PAPER

DISPENSER

4' -0

M

IN

2'-6" MIN

1' -5

M

IN

1' -7

M

A X

SINK

CLEAR FLOOR

SPACE

4' -0

M

IN

GREATER THAN 24" DEEP

2'-6" MIN 3'-0" IF ALCOVE

URINAL

CLEAR FLOOR SPACE

4' -0

M

IN

2'-6" MIN

5' - 0"

4' -1

1" F

LO

O

R M

O U

T

4' -8

W

A

LL

H U

N G

1'-6" MAX

1'-4" MIN TO

1' -5

M

IN

1' -7

M

A X

WATER CLOSET

SINK

CLEAR FLOOR

SPACE

5' - 0"

4' -1

1" F

LO

O

R M

O U

N T

4' -8

W

A

LL

H U

N G

1'-6" MAX

1'-4" MIN TO4'-0" MIN

2' -6

M

IN

1'-7" MAX

WATER CLOSET

SINK

CLEAR

FLOOR SPACE

CLEARANCE AT WATER CLOSET

CLEARANCE AT WATER CLOSET

CLEARANCE AT SINK CLEARANCE AT URINAL

4' - 6"

2'

0"

VA - RELATIONSHIP OF FIXTURES AND CLEARANCES

1'

2' - 2"

6' - 0"

3'

2'

0"

UP-SWINGING

GRAB BARCLEAR FLOOR

SPACES

WATER CLOSET

SINK

4' -0

M

IN

2'-6" MIN

GRAB BAR

VERTICAL GRAB

BAR WHEN ANSI

IS REQD

VERTICAL GRAB

BAR WHEN ANSI

IS REQD

VERTICAL GRAB

BAR WHEN ANSI

IS REQD

4' -0

M

IN

2'-6" MIN

5' - 0"

4' -1

1" F

LO

O

R M

O U

T

4' -8

W

A

LL

H U

N G

1'-6" MAX

1'-4" MIN TO

1' -5

M

IN

1' -7

M

A X

WATER CLOSET

SINK

CLEAR FLOOR

SPACE

CLEARANCE AT WATER CLOSET W/ FLAT

BACKWALL

VERTICAL GRAB

BAR WHEN ANSI

IS REQD

FIN TO FIN

7' - 1" MIN

4' -0

M

IN

2'-6" MIN

5' - 0"

4' -1

1" F

LO

O

R M

O U

T

4' -8

W

A

LL

H U

N G

1'-6" MAX

1'-4" MIN TO

1' -7

M

A

X WATER CLOSET

SINK

CLEAR FLOOR

SPACE

CLEARANCE AT WATER CLOSET W/ SINK NICHE

VERTICAL GRAB

BAR WHEN ANSI

IS REQD

FIN TO FIN

7' - 1" MIN

1' - 3"

FIN TO FIN

2' - 6" MIN

3'-6" MIN

4' - 7"

1' - 3"

5' - 0"

4' -1

1" F

LO

O

R M

O U

T

4' -8

W

A

LL

H U

N G

1'-6" MAX

1'-4" MIN TO

WATER CLOSETSINK

CLEAR FLOOR

SPACE

CLEARANCE AT WATER CLOSET W/ SINK NICHE PROBLEM

VERTICAL GRAB

BAR WHEN ANSI

IS REQD

FIN TO FIN

6' - 9" MIN

FIN TO FIN

3' - 4" MIN 3' - 5"

1' - 2"

2' - 0" 1' - 0" 6"

T O

S P

O U

T

3' -0

M

A X

CLR FLOOR SPACE

2'-6" MIN

O F

L E

A D

IN

G

E D

G E

2' -3

T

O B

O T

T O

M

CLR TO SPOUT

2'-0" MIN

WIDTH OF ALCOVE

4'-0" MIN

FACE OF ADJACENT WALL

ADA

COMPLIANT

EWC

STANDARD

EWC

APRON

2'

0"

3' -7

M

A X

3' -2

M

IN

9" M

IN

6" MAX 8" MIN

9" M

IN

O F

L E

A D

IN

G

E D

G E

2' -3

T

O B

O T

T O

M

1'-3" MIN. 5" MAX.

DEPTH OF ALCOVE

2'-0" MAX

3' -0

M

A X

T O

S P

O U

T

EDGE OF WALL

BEYOND

FRONT VIEW SIDE VIEW

T O

O P

E R

A T

IN

G

M E

C H

A N

IS

M

3' -4

M

A X4'

4'

4" 6'

FULL LENGTH MIRROR

(FMR)

PAPER TOWEL

DISPENSER WALL MTD

(PTD)

ROBE HOOK

(RH)

SOAP DISPENSER

SURFACE

(SD)

SANITARY NAPKIN

DISPOSAL UNIT

SURFACE MTD

(WOMEN'S ONLY)

(SNWS)

COMBINATION PAPER TOWEL

DISPENSER / WASTE

RECEPTACLE (PTWR)

T O

C O

IN

S

LO

T

4'

SANITARY NAPKIN/

TAMPON VENDOR

(WOMEN'S ONLY)

(SNV)

D

IS

P E

N S

E R

S

LO

T

3'

TOILET SEAT COVER

DISPENSER

SURFACE MTD

(SCDS)

6'

SHOWER CURTAIN ROD

(SCR)

T O

B O

T T

O M

3' -4

M

A X

SOAP DISH

SURFACE MTD

(SDS)

U F

C G

U

ID

E

LI

N E

2'

0"

DIAPER CHANGING

STATION (DCS)

4'

TOWEL BAR

(TB)

4'

TOWEL PIN

(TP)

4' -0

M

A X

3' -0

M

IN

WARM-AIR DRYER

(WAD)

4'

6'

HAND HELD

SHOWER

SHOWER HEAD

MIN 59"

LONG HOSE

U F

C G

U

ID

E

LI

N E

2'

4' -0

M

A X

3' -4

M

IN

4' -0

M

A X

3' -4

M

IN

3' -4

A

B O

V E

F

IN

IS

H

F

LO

O R

T O

B O

T T

O M

O F

R E

F L

S U

R F

A C

E

MIRROR

(MR)

TOILET PAPER

DISPENSER

(TPD)

T O

'-0

M

A X

1' -3

M

IN

VARIES FROM 3'-4"

HEIGHT FOR MAX 6"

DEPTH, TO 4'-0" HEIGHT

FOR MAX 1/2" DEPTH

VARIES FROM 3'-0" HEIGHT

FOR MAX 9" DEPTH, TO

4'-0" HEIGHT FOR MAX 1/2"

DEPTH

CENTER OF OPERATING

MECHANISM

7" 1'

1' - 3"

4"

O B

S T

R U

C T

IO

N

2' -6

M

IN

T

O N

E A

R E

S T

PLAN

VERTICAL

GRAB BAR

GRAB BARS

ELEV A1

1'

3'

4' - 0"

6" 3' - 0" 6"

E

LE

V A

3'

3'

6'

7' -0

M

IN

IN

S H

O W

E R

S T

A

LL

6'

6" 1' - 6"

2'

SLIDE BAR

GRAB BAR

VERIFY

LOCATION

SOAP HOLDER

(RECESSED)

CONTROLS

THERMOMETER

(SCI ONLY)

CURTAIN ROD

SHOWER HEAD

VACUUM BREAKER

GRAB

BARS

GRAB BAR

SHOWER

CURTAIN

4' - 0"

3'

3'

6'

7' -0

M

IN

IN

S H

O W

E R

S T

A

LL

6'

2'

SLIDE BAR

SOAP HOLDER

(RECESSED)

CONTROLS

CURTAIN ROD

SHOWER HEAD

VACUUM BREAKER

GRAB

BARS

SHOWER

CURTAIN

6" 9" 9" 6"

6' -6

T

O C

E N

T E

R

LI

N E

O F

O U

T

LE

T

6' -6

T

O C

E N

T E

R

LI

N E

O F

O U

T

LE

T

5'

5'-0" PREFERED

4'-0" MIN

4"

6" 3'

6"

6" 3' - 0" 6"

4'

GRAB BAR

VERTICAL GRAB BAR

VERIFY LOCATION

RECESSED SOAP

HOLDER

SLOPE ENTIRE

FLOOR AS SHOWN

CURTAIN ROD

DRAIN

WARP ENTIRE FLOOR

(ASSUMES TOPPING SLAB)

ELEV A2

2'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A u to d e s k D o c s /F a y e tt e v ill e N

C V

A

B ld g

R e n o v a ti o n /F

F E

F a y e tt e v ill e

R e n o v a te

B

A rc h rv t

/2

/2

:5

:4

P

M

GI009

ACCESSIBILITY REQUIREMENT

AND STANDARD DETAILS

07/24/2023 SS KT

RENOVATE HISTORIC BUILDING 4 565-20-101

2300 RAMSEY STREET, FAYETTEVILLE, NC 28301

ISSUED FOR

CONSTRUCTION 4

FAYETTEVILLE

VA MEDICAL

CENTER Approved: FAYETTEVILLE VA MEDICAL CENTER

3/8" = 1'-0"

OUTLET MOUTING DIAGRAM

3/8" = 1'-0"

OUTLETS MOUNTING DIAGRAM

3/8" = 1'-0"

STACKED OUTLETS MOUNTING HEIGHT

1/2" = 1'-0"

ACCESSIBLE LAVATORY CLEARANCE

1/2" = 1'-0"

ACCESSIBLE ROLL-IN SHOWER

1/2" = 1'-0"

ACCESSIBLE TOILET CLEARANCE

1/4" = 1'-0" 6.

CLEAR FLOOR SPACES Copy 1 1/2" = 1'-0"

ELECTRIC WATER COOLER (EWC)

1/2" = 1'-0"

TOILET FIXTURE AND ACCESSORIES

1/2" = 1'-0"

VA PATIENT ACCESSIBLE SHOWER ROLL-IN

No. Revisions: Date:

REV 0 07/24/2023

A. PROVIDE FIRE RATED GYPSUM BOARD AT ALL WALLS AND PARTITIONS

INDICATED TO BE FIRE RATED.

B. LABEL ALL FIRE RATED AND SMOKESTOP PARTITIONS ABOVE CEILING

WITH PLAQUE OR STENCILED SIGN READING: "FIRE AND SMOKE BARRIER:

SEAL AND PROTECT ALL OPENINGS" SIGN SHALL BE PLACED ON BOTH

SIDES OF WALLS AT 6' ON CENTER MAXIMUM, WITH AT LEAST ONE SIGN

PER ROOM.

C. PROVIDE CONTINUOUS FIRE RATED SEALANT AT THE PERIMETER OF ALL

FIRE RATED WALLS AND CHASES, INCLUDING THE TOP, BOTTOM AND SIDE

EDGES ON BOTH SIDES OF WALL.

D. PROVIDE CONTINUOUS NON-HARDENING ACOUSTICAL SEALANT AT TOP,

SIDES AND EDGES OF BOTH SIDES OF WALL AT ALL NON-RATED GYPSUM

BOARD PARTITIONS SCHEDULED TO RECEIVE SOUND ATTENUATION

BLANKETS.

E. ALL PENETRATIONS AT NON-RATED WALLS SHALL BE SLEEVED AND PACKED

AIRTIGHT WITH SAFING INSULATION AND SEALANT. ALL JOINT OF GYPSUM

BOARD PANELS SHALL BE STAGGERED, TAPED AND SEALED.

G. PROVIDE A MINIMUM OF ONE STUD SEPARATION BETWEEN OUTLET BOXES

AND OTHER PENETRATIONS OCCURRING AT OPPOSITE OF WALLS.

H. PROVIDE WALL REINFORCEMENT BETWEEN STUDS WHERE REQUIRED

BY INSTALLATION OF MILLWORK AND/OR WALL HUNG EQUIPMENT.

I. PROVIDE DOUBLE STUD EXTENDED TO SLAB ABOVE ON DOOR OPENINGS,

AT ALL OUTSIDE CORNER, AND FREE END WALLS.

J. ALL PARTITIONS INSULATION TO BE GLASS FIBER EXCEPT AT FIRE RATED

PARTITION TYPE TO BE MINERAL FIBER.

K. SEE PLANS & ELEVATIONS, DETAILS, ETC. FOR ADDITIONAL INFORMATION

REGARDING INTERIOR WALLS AND PARTITIONS.

L. PROVIDE ADDITIONAL BRACING AS REQUIRED AT ALL WALL STUD

INSTALLATIONS EXCEEDING STUD MANUFACTURER REQUIREMENTS FOR

MAXIMUM ALLOWED HEIGHT AND DEFLECTION

SCHEDULED CEILING

MTL. STUDS OR FURRING CHANNEL

SCHEDULED BASE

CONT. MTL "C" RUNNER AND FASTENERS @ 16" O.C. MIN.

FACE OF EXISTING WALL OR COLUMN

EXISTING STRUCTURE ABOVE

EXTEND GWB AND STUDS 6" BEYOND

CEILING LEVEL

6"

SECTION @ FLR

PLAN

SECTION

@ CLG

(1) LAYER 5/8"

F. FURR OUT PARTITION

STUD

SIZE

NUMBER STUD GAUGE STUD

SPACING BOARD

WALL

THICK.

INSULATION/

SOUND BATT

FIRE

RATING

F1 -7/8" 16" O.C. 5/8" GYP 1 1/2" -20 G

S. SINGLE SIDED PARTITION

6" 8" O.C. 5/8" GYP 8 5/8" 5" BATT20 G

EXISTING PARTITION

F2 -

STUD

SIZE

NUMBER STUD GAUGE STUD

SPACING

GYPSUM

BOARD

WALL

THICK.

INSULATION/

SOUND BATT

FIRE

RATING

TOP OF STRUCTURAL SLAB WITH SCHEDULED FLOOR FINISH

CONTINUOUS SEALANT AT RUNNER (TOP & BOTTOM)

SCHEDULED BASE AND WALL FINISH.

CONT. MTL "C" RUNNER AND FASTENERS @ 16" O.C. MIN.

METAL STUDS

EXISTING STRUCTURE ABOVE

EXTEND STUDS TO STRUCTURE ABOVE

CONTINUOUS DEEP LEG DEFLECTION TRACK

FOR 1/2" STRUCTURE DEFLECTION

SCHEDULED CEILING PER RCP

SECTION @ FLR

PLAN

SECTION

@ CLG

INSULATION BATT

EXISTING PARTITION OR COLUMN

(1) LAYER GYP. BD.

STUD

SIZE

NUMBER STUD GAUGE STUD

SPACING

GYPSUM

BOARD

WALL

THICK.

INSULATION/

SOUND BATT

FIRE

RATING

CONTINUOUS SEALANT AT BOTH SIDES OF RUNNER (TOP & BOTTOM)

SCHEDULED BASE

CONT. MTL "C" RUNNER AND FASTENERS @ 16" O.C. MIN.

FULL HEIGHT SOUND ATTENUATION BLANKET

METAL STUDS

(1) LAYER GYP. BD. ON EACH SIDE

EXISTING STRUCTURE ABOVE

CONTINUOUS DEEP LEG DEFLECTION TRACK FOR 1/2" STRUCTURE

DEFLECTION

SCHEDULED CEILING

SECTION @ FLR

PLAN

SECTION

@ CLG

UL /STC

CONTINUOUS OR ACOUSTIC SEALANT IN ALL VOIDS ABOVE TRACK ON

BOTH SIDES OF PARTITION.

HOLD STUD 1/2" FROM SLIP TRACK, ATTACH GWB TO STUDS ONLY AND

ATTACH STUDS TO THE SLIP TRACK

TOP OF STRUCTURAL SLAB & SCHEDULED FLOOR FINISH

R. 1 HR RATED SHAFT PARTITION

STUD

SIZE

STUD GAUGE STUD

SPACING

GYPSUM

BOARD

WALL

THICK.

INSULATION/

SOUND BATT

FIRE

RATING

UL /STCNUMBERSTUD

SIZE

STUD GAUGE STUD

SPACING

GYPSUM

BOARD

WALL

THICK.

INSULATION/

SOUND BATT

FIRE

RATING

UL /STCNUMBER

TOP OF STRUCTURAL SLAB WITH SCHEDULED FLOOR FINISH

TOP OF STRUCTURAL SLAB WITH SCHEDULED FLOOR

FINISH

CONTINUOUS SEALANT AT RUNNER (TOP & BOTTOM)

SCHEDULED BASE AND WALL FINISH.

CONT. MTL "C" RUNNER AND FASTENERS @ 16" O.C. MIN.

CH STUD

EXISTING STRUCTURE ABOVE

EXTEND STUDS TO STRUCTURE ABOVE

CONTINUOUS DEEP LEG DEFLECTION TRACK

FOR 1/2" STRUCTURE DEFLECTION

SCHEDULED CEILING PER RCP

SECTION @ FLR

PLAN

SECTION

@ CLG

1" SHAFT LINEAR

(1) LAYER GYP. BD. TYPE X

4"

P. TYPICAL PARTITION

R1 16" O.C. 3 1/8" 4 5/8"20 G2 1/2"

STUD

SIZE

NUMBER STUD GAUGE STUD

SPACING

BOARD WALL

THICK.

INSULATION/

SOUND BATT

FIRE

RATING

UL NUMBER

1 HR

R2 16" O.C.

(1x) 5/8" TYPE X

(1x) 1" SHAFT LINEAR 4 5/8" 4 5/8" 1 HR4" 20 G

(1x) 5/8" TYPE X (1x) 1" SHAFT LINEAR

INSULATION BATT

CONTINUOUS SEALANT AT BOTH SIDES OF RUNNER (TOP & BOTTOM)

SCHEDULED BASE

CONT. MTL "C" RUNNER AND FASTENERS @ 16" O.C. MIN.

FULL HEIGHT SOUND ATTENUATION BLANKET

METAL STUDS

(1) LAYER GYP. BD. ON EACH SIDE

EXISTING STRUCTURE ABOVE

CONTINUOUS DEEP LEG DEFLECTION TRACK FOR 1/2" STRUCTURE

DEFLECTION

SCHEDULED CEILING

SECTION @ FLR

PLAN

SECTION

@ CLG

CONTINUOUS OR ACOUSTIC SEALANT IN ALL VOIDS ABOVE TRACK ON

BOTH SIDES OF PARTITION.

HOLD STUD 1/2" FROM SLIP TRACK, ATTACH GWB TO STUDS ONLY AND

ATTACH STUDS TO THE SLIP TRACK

TOP OF STRUCTURAL SLAB & SCHEDULED FLOOR FINISH

4 7/8"R4 (1x) 5/8" TYPE "X" (1x) 5/8" TYPE "X"

3 1/2"20 G3 5/8"

R. 1 HR RATED PARTITION

P4 3 5/8" 16" O.C.

5/8" GYP

5/8" GYP

4 7/8" 3 1/2" BATT20 G

CONTINUOUS SEALANT AT BOTH SIDES OF RUNNER (TOP & BOTTOM)

SCHEDULED BASE

CONT. MTL "C" RUNNER AND FASTENERS @ 16" O.C. MIN.

FULL HEIGHT SOUND ATTENUATION BLANKET

METAL STUDS

(1) LAYER GYP. BD. ON EACH SIDE

EXISTING STRUCTURE ABOVE

CONTINUOUS DEEP LEG DEFLECTION TRACK FOR 1/2" STRUCTURE

DEFLECTION

SCHEDULED CEILING

SECTION @ FLR

PLAN

SECTION

@ CLG

CONTINUOUS OR ACOUSTIC SEALANT IN ALL VOIDS ABOVE TRACK ON

BOTH SIDES OF PARTITION.

HOLD STUD 1/2" FROM SLIP TRACK, ATTACH GWB TO STUDS ONLY AND

ATTACH STUDS TO THE SLIP TRACK

TOP OF STRUCTURAL SLAB & SCHEDULED FLOOR FINISH

(1) LAYER OF CEMENTIOUS BOARD

7 3/4"R5 (1x) 5/8" TYPE "X" (1x) 5/8" TYPE "X"

(1x) 5/8" CEMENT BD

3 1/2"20 G6" 16" O.C.

R. 1 HR RATED PARTITION W TILE BACKER BD

1 HR1 HR

S4 16" O.C. 5/8" GYP 4 1/2"

3 1/2" BATT

3 5/8" 20 G

S5 16" O.C. 5/8" CEMENT BD+TILE 4 3/4" 3 1/2" BATT3 5/8" 20 G

16" O.C.

6" 16" O.C. 5/8" GYP 8 5/8" 5" BATT20 GF3 -

AIR

GAP

2"

2"

3 5/8" 16" O.C. 5/8" GYP 6 1/4" 2 1/2" BATT20 GF5 -2"

6" 8" O.C.

5/8" CEMENT BD

1/2" TILE 9 1/8" 2 1/2" BATT20 GF6 -2"

P5 3 5/8" 16" O.C.

5/8" GYP

5/8" CEMENT BD+TILE

4 7/8" 3 1/2" BATT20 G

P6 3 5/8" 16" O.C.

5/8" CEMENT BD+TILE

5/8" CEMENT BD+TILE

4 7/8" 3 1/2" BATT20 G

U419 U419

3 5/8" 8" O.C. 5/8" CEMENT BD

1/2" TILE

6 3/4" 2 1/2" BATT20 GF4 -2"

U4157 1/4"R6 (1x) 5/8" TYPE "X" (1x) 5/8" TYPE "X"

3 1/2"20 G6" 16" O.C. 1 HR U419

SCHEDULED WALL TILE

RX RX RX

PXSXFX

SHAFT SIDE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A u to d e s k D o c s /F a y e tt e v ill e N

C V

A

B ld g

R e n o v a ti o n /F

F E

F a y e tt e v ill e

R e n o v a te

B

A rc h rv t

/2

/2

:5

:4

P

M

GI010

PARTITION TYPES AND NOTES

07/24/2023 SS KT

RENOVATE HISTORIC BUILDING 4 565-20-101

2300 RAMSEY STREET, FAYETTEVILLE, NC 28301

ISSUED FOR

CONSTRUCTION 4

FAYETTEVILLE

VA MEDICAL

CENTER Approved: FAYETTEVILLE VA MEDICAL CENTER

No. Revisions: Date:

REV 0 07/24/2023