Attachment 4 - Drawings - ARCHITECTURAL DETAILS - EXTERIOR.pdf

5/8" 4" 6 1/2" 6 1/2" 4" 5/8"

1'-10 1/4"

5/ 8"

4"

5/ 8"

1/

2"

7/ 8"

5/ 8"

1' -9

/4

GYPSUM WALL BOARD

7/8" FURRING CHANNELS

STRUCTURAL FIREPROOFING

NEW COLUMN - SEE STRUCTURAL

METAL STUD FRAMING

CORNER GUARDS

AS SCHEDULED

B

1'-0" 5 3/4" 8" 6 1/4" 8"

1'-8"

1' -3

/8

3/ 8"

1' -3

/8

3' -3

/8

EXISTING BRICK BELOW

NEW DOWNSPOUT TO

MATCH EXISTING

BRACKET CONNECTION

GYPSUM WALL BOARD

8" METAL STUD FRAMING

BATT INSULATION

EXTERIOR SHEATHING

CONTINUOUS INSULATION

NEW BRICK VENEER TO

MATCH EXISTING

CORNER GUARD

1' -0

NEW BRICK VENEER

TO MATCH EXISTING

NEW STRUCTURE @ 2ND FLOOR

EXISTING TO REMAIN @ 1ST FLOOR

C

NEW BRICK VENEER

TO MATCH EXISTING

BRACKET CONNECTION

NEW DOWNSPOUT

TO MATCH EXISTING

2' -0

4"

4" 2'

-0

1'-0" 5 3/4" 8" 6 1/4" 8"

EXISTING BRICK

BELOW

3' -0

3'

-0

BATT INSULATION

8" METAL STUD FRAMING

GYPSUM WALL BOARD

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:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

TRIPLE C THE A&E GROUP

4830 W. Kennedy Blvd. Suite 600 Tampa, FL 33609

(813) 261 1023

MAT PERKINS

09.26.2022

B

IM

/5

-3

C o n s tr u c t R e n o v a ti o n a n d A d d it io n t o

J A

C C

P e n s a c o la

/5

-3

.J A

C C

.P a c k a g e

.A

R C

H .r v t

/7 /2

:5

:5

P

M

A-502

ARCHITECTURAL DETAILS - EXTERIOR 520-331

JACC-2F

09.26.2022 M. PERKINS C. LOWERY

ISSUED FOR

CONSTRUCTION

CONSTRUCT ADDITION AND

RENOVATIONS TO JACC

790 Veterans Way, Pensacola, FL 32503

1 1/2" = 1'-0"B7 PLAN DETAIL - TYP. INTERIOR COLUMN

1 1/2" = 1'-0"B8 PLAN DETAIL - AREA F CORNER COLUMN & DOWNSPOUT

1 1/2" = 1'-0"E8 PLAN DETAIL - AREA F EXTERIOR COLUMN & DOWNSPOUT

Revisions: Date: 10.07.2022 10.07.2022

RUBBER BASE

FINISHED FLOOR

PLASTIC LAMINATE

DRAWERS AND

PANELS, REFER TO

ELEVATIONS FOR

FINISH

CABINET LINER

BACKING

SOLID SURFACE ON BACK

SPLASH AND COUNTER

TOP AND EDGE

CAULK

DRAWERS ON SLIDES

2'-1"

4"

U .N

.O

. 4

E Q

E Q

E Q

E Q

1/

2" 4"

CAULK ALL EXPOSED COUNTER

AND CASEWORK SURFACES TO

WALL, TYPICAL

2' -1

0"

PLASTIC LAMINATE

ADJUSTABLE SHELF TO

MATCH CABINET FACES

PLASTIC LAMINATE

DOOR PANEL, REFER

TO ELEVATIONS FOR

FINISH

RECESSED ADJ. SHELF

STANDARDS

+0'-0"

FINISHED FLOOR

RUBBER BASE

SOLID SURFACE AS

SCHEDULED ON BACK

SPLASH, COUNTER TOP

AND EDGE

PLASTIC LAMINATE

DRAWER ON SLIDES,

REFER TO

ELEVATIONS FOR

FINISH

CABINET LINER

BACKING

U .N

.O

4"

DOOR PULL

4"

1/ 2"

2'-1"

BACK SPLASH SOLID SURFACE

M A

X 2'

-1 0"

1/

2"

1/ 2"

1'-0"

9"10"

EXPOSED END TO HAVE

FULLY FINISHED SIDE

PANEL TO MATCH

CABINET FACES

REMOVABLE FRONT PLASTIC

LAMINATE PANEL, REFER TO

ELEVATIONS FOR FINISH

EASED EDGE

PLASTIC LAMINATE FINISH; REFER TO ELEVATIONS

METAL

BLOCKING

BLOCKING AS

REQUIRED

BLOCKING AS

REQUIRED

WALL AS SCHEDULED

ANTI-SCALD VALVES AT ALL FIXTURES

ANTI-SCALD VALVES AT ALL FIXTURES, SEE

PLUMBING DRAWINGS FOR MORE INFORMATION

4"

M

IN

2'

-3

1/2"1/2"

SINK AS SCHEDULED WITH 1/2" SINK RIM REVEAL

SINK BRACKETS TO BE INSTALLED PER

MANUFACTURER'S INSTRUCTIONS

COUNTER BEYOND

SOLID SURFACE AS

SCHEDULED ON

BACKSPLASH,

COUNTERTOP AND EDGE.

SCRIBE COUNTER

SURFACE TO WALL,

COLOR MATCH CAULK AT

WALLS

ELEC./DATA

OUTLET WHERE

OCCURS

FINISHED FLOOR

CAULK

U.O.N.

2'-1"

/2

U .O

.N

+0'-0"

WHITE ALUMINUM

COUNTER BRACKETS

AT EACH END AND

6'-0" ON CENTER

CAULK

PAINTED GWB

CABLE

MANAGEMENT

TRAY

2" DIA. BRUSHED NICKEL

GROMMET, ALL LOCATIONS TO

BE COORDINATED WITH COR5"

RUBBER BASE

WALL PER PLAN

SOLID SURFACE AS

SCHEDULED ON

COUNTERTOP AND EDGE.

SCRIBE COUNTER

SURFACE TO WALL,

COLOR MATCH CAULK AT

WALLS

FINISHED FLOOR

+0'-0"

BACKING AS

REQUIRED

CAULK

PAINT AS SCHEDULED

6"

EASED EDGE ALL

EDGES, TYP

O R

A S

S H

O W

N O

N E

LE

V

A T

IO

N

3' -6

PLYWOOD SUBSTRATE

RUBBER BASE

RIGID WALL

COVERING

FINISH; REFER

TO ELEVATIONS

FOR FINISH INFO

SIM

A-722 D10

11 1/4"

O R

A S

S H

O W

N O

N E

LE

V

A T

IO

N

2"

ALUMINUM GLASS PRIVACY SYSTEM PER SPECIFICATIONS

GLAZING IN MANUFACTURER PROVIDED CHANNEL

EMPLOYEE

SIDE

CL

#12 FLAT HEAD SHEET

METAL SCREWS AT 16"

O.C. INTO STUDS

SHELF AND APRON

2 HINGES PER DOOR TYP

PLASTIC LAMINATE

ADJUSTABLE SHELVES

DOOR & PANELS

REFER TO ELEVATIONS

FOR FINISH

DOOR PULL

1'-4"

#3 COUNTERSUNK TEK

SCREWS AT 6" OC

2X BLOCKING

#3 COUNTERSUNK TEK

SCREWS AT 6" OC

2X BLOCKING

PLASTIC LAMINATE

WALL AS SCHEDULED

R E

F E

R T

O E

LE

V

A T

IO

N

F O

R H

E

IG

H T

55°

#12 FLAT HEAD SHEET

METAL SCREWS AT 16"

O.C. INTO STUDS

SHELF

2 HINGES PER DOOR TYP

PLASTIC LAMINATE

ADJUSTABLE SHELVES

DOOR & PANELS

REFER TO ELEVATIONS

FOR FINISH

DOOR PULL

1'-4"

#3 COUNTERSUNK TEK

SCREWS AT 6" OC

2X BLOCKING

#3 COUNTERSUNK TEK

SCREWS AT 6" OC

2X BLOCKING

PLASTIC LAMINATE

WALL AS SCHEDULED

R E

F E

R T

O E

LE

V

A T

IO

N

F O

R H

E

IG

H T

55°

2"

APRON TO CONCEAL

UNDERCABINET LIGHTING

UNDERCABINET LIGHTING;

REF. ELECTRICAL

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:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

TRIPLE C THE A&E GROUP

4830 W. Kennedy Blvd. Suite 600 Tampa, FL 33609

(813) 261 1023

MAT PERKINS

09.26.2022

B

IM

/5

-3

C o n s tr u c t R e n o v a ti o n a n d A d d it io n t o

J A

C C

P e n s a c o la

/5

-3

.J A

C C

.P a c k a g e

.A

R C

H .r v t

/7 /2

:5

:0

P

M

A-551

ARCHITECTURAL CASEWORK DETAILS 520-331

JACC-2F

09.26.2022 M. PERKINS N.

BLANCHARD

ISSUED FOR

CONSTRUCTION

CONSTRUCT ADDITION AND

RENOVATIONS TO JACC

790 Veterans Way, Pensacola, FL 32503

1 1/2" = 1'-0"F6 BASE CAB. W/4 EQ. DRAWERS

1 1/2" = 1'-0"F3 BASE CABINET

1 1/2" = 1'-0"F8 CABINET AT SINK

1 1/2" = 1'-0"D1 COUNTERTOP

1 1/2" = 1'-0"D8 TRANSACTION COUNTERTOP

1 1/2" = 1'-0"D6 SLOPED UPPER CABINET WITH DOOR

INTERIOR SHEET NOTES

A. REFER TO IN001 FOR INTERIOR FINISH GENERAL NOTES

B. REFER TO SPECIFICATIONS FOR MATERIAL AND INSTALLATION REQUIREMENTS.

C. REFER TO IN601 FOR FINISH LEGEND AND ROOM FINISH SCHEDULE.

D. REFER TO A-400 SERIES FOR CASEWORK FINISHES.

E. REFER TO IF SERIES FOR FURNITURE; FURNITURE IS SHOWN FOR REFERENCE

ONLY, ALL FURNITURE IS NIC.

F. REFER TO AW SERIES FOR ALL SIGNAGE.

G. REFER TO Q SERIES FOR EQUIPMENT INFORMATION.

H. PAINT ALL WALLS (P-1) UNO.

I. PAINT ALL EXPOSED SIDES OF INTERIOR CEILING SOFFITS AND GYPSUM WALL

BOARD CEILINGS (P-12) UNO.

J. PAINT ALL HOLLOW METAL DOORS AND HOLLOW METAL FRAMES IN CONTRACT

BOUNDARY (P-15) UNO.

K. PLANS HAVE BEEN SCREENED BACK FOR CLARITY, REFER TO ARCHITECTURE

SERIES FOR WALL CONSTRUCTION INFORMATION

K. PLANS HAVE BEEN SCREENED BACK FOR CLARITY, REFER TO ARCHITECTURE

SERIES FOR WALL CONSTRUCTION INFORMATION

K. ALL GROMMET LOCATIONS TO BE DETERMINED IN FIELD AS DIRECTED AND

APPROVED BY COR.

1 1/2" = 1'-0"D3 SLOPED UPPER CABINET WITH DOOR AND LIGHTING

PARTITION AS

SCHEDULED,

SEE PLAN FOR

TYPE

VARIES, SEE PLAN

5/8" GYPSUM

WALLBOARD

CORNER

BEAD TYP.

3 5/8" METAL

STUD

FRAMING

ACOUSTICAL

CEILINGS

DIAGONAL METAL STUD

BRACE @ 4'-0" O.C. TO

STRUCTURE ABOVE

5/8" GYPSUM

WALLBOARD

3 5/8" METAL

STUD

FRAMING

ACOUSTICAL

CEILINGS

SLIP

END

SLIP

END

4 DIAGONAL

BRACE WIRES

AT 8'X12' GRID

MAX.

FIXED END

FIXED

END

ADDITIONAL

CROSS RUNNERS

WHERE 2'X2' GRID

OCCURS

MAIN RUNNERS AT

4'-0" O.C.

12 GA. VERTICAL

HANGER HANGER

WIRES AT 4'-0" O.C.

MAX. - TYP.

12 GA. HANGER

WIRE AT

PERIMETER

CROSS RUNNERS

AT 2'-0" O.C.

8" MAX. OR 1/4 OF

LENGTH OF THE END

RUNNER, WHICHEVER

IS LESS

4'-0" MAX. 8'-0" MAX. 8'-0" MAX. 4'-0" MAX.

4' -0

M

A X

'-0

M A

X

4' -0

M

A X

D8

A-571

D8

A-571

C8

A-571

C8

A-571

A-571 A8

8"

8"

8" MAX. OR 1/4 OF

LENGTH OF THE END

RUNNER,

WHICHEVER IS LESS

1 1/2" X 1.12 #/FT. MIN.,

CHANNELS @ 4'- 0" O.C.

7/8" FURRING CHANNELS

@ 2'-0" O.C. MAX.

12 GA. VERT HANGER

WIRES @ 4'-0" O.C MAX.

TYP.

12 GA. HANGER WIRES @

PERIMETER

4 DIAGONAL BRACE WIRES

@ 8'x 12' GRID

MAX.

4' -0

M

A X

'-0

M A

X

4' -0

M

A X

4'-0" MAX. 8'-0" MAX. 8'-0" MAX. 4'-0" MAX.

C4

A-571

C6

A-571

1'-0"

8"

PARALLEL

PERPENDICULAR

ATTACH WIRE THRU

SUPPORT HOLES OR TO 16

GA. STEEL CLIP ATTACHED

TO LIGHT FIXTURE WITH (1) #

10 S.M.S.

12 GA WIRE

LIGHT FIXTURE OR

MECHANICAL AIR DIFFUSER

ATTACH FIXTURE TO CEILING

GRID W/ SEISMIC RESTRAINT

CLIPS (TYP. AT FOUR

CORNERS)

CEILING SUSPENSION SYSTEM

NOTES:

FIXTURES WEIGHING LESS THAN 56 LBS. MAY BE SUPPORTED ON CEILING GRIDS RATED AS "HEAVY DUTY", PROVIDE TWO SLACK 12 GA. SAFETY WIRES ATTACHED TO FIXTURE AT DIAGONAL CORNERS AND TO STRUCTURE ABOVE SUPPORT FIXTERS OVER 56 LBS. WITH FOUR INDEPENDATN TAUT 12 GA. HANGER WIRES ATTACHED TO STRUCTURE. WIRES SHALL BE CAPBABLE OF SUPPORTING FOUR

TIMES THE WEIGHT OF THE FIXTURE

WIRE TIES

TAPE ALL JOINTS AND FINISH AS SPECIFIED

7/8" 26 GA. MIN. HAT CHANNEL

WALL FINISH

GYP. BD.

(1) S-12 SMS @ EA. CHANNEL

PARTITION / STRUCTURAL

ELEMENT

EMBED @ CONC.

1 1/4" MIN.

RUNNER WHICHEVER IS LESS

8" OR 1/4 LENGTH OF THE END 8 GA. HANGER WIRE

W/ 3 TURNS WITHIN

1-1/2" 8 GA. HANGER

WIRE W/ 3 TURN

WITHIN 1-1/2"

1 1/2" X 1.12 #/FT.

MIN. MAIN RUNNER

@ 4'-0" O.C. MAX.

2 1/4" X 7/8" X GA. GALV.

ANGLE W/ #8 SMS @ 16" O.C.

OR .145Ø SHOT PINS @ 16"

O.C. @ CONC. WALL 1-1/4"

MIN. EMBED

MIN.

1/2"

WALL FINISH

TAPE ALL JOINTS AND FINISH AS SPECIFIED

PARTITION / STRUCTURAL

ELEMENT

8 GA. HANGER WIRE W/

3 TURNS WITHIN 1-1/2"

(1) S-12 SMS @ EA. CHANNEL

GYP. BD.

1 1/2" X 1.12 #/FT. MIN.,

MAIN RUNNER @ 4'- 0"

O.C. MAX.

7/8" 26 GA. MIN HAT

CHANNEL

EMBED @ CONC.

1 1/4" MIN

RUNNER WHICHEVER IS LESS

8" MAX. OR 1/4 OF LENGTH OF THE END

1 3/8" X 7/8" X GA. GALV.

ANGLE W/ ATTACHMENT TO

STRUCTURE NOT FINISH W/ (1)

#8 SMS @ 16"O.C. OR

SHOT .145 DIA PINS @ 16" O.C.

@ CONC. WALL 1 1/4" MIN.

EMBED.

MIN.

1/2"

M A

X

1/

2"

1"

PARTITION AS

SCHEDULED; SEE

PLAN FOR TYPE

ACOUSTICAL PANEL

ANGLE MOLDING

GRID

LOOSE SCREW

PARTITION AS

SCHEDULED; SEE PLAN

FOR TYPE

ACOUSTICAL PANEL

ANGLE MOLDING

GRID

TIGHT SCREW

1"

350IU20

250IU20

158IU200.24IN

STRUTrREQ

0.382 0.399 0.410

RSUPP.LENGTH

4'

400IU20 0.380

COMPRESSION STRUT:

1" Ø COMPRESSION STRUT. COMPRESSION

STRUT SHALL NOT REPLACE HANGER WIRE

TYPICAL:

12 GAUGE BRACING WIRE W/

MIN. 4 TIGHT TURNS IN 1-1/2"

BOTH ENDS OF WIRE

MAIN RUNNER

CROSS RUNNER

2" MAX. FROM BRACING

WIRES TO CROSS

RUNNERS

4'-0"

MAX.

4'-0" MAX.

45° MAX. TYP.45° MAX. TYP.

TYPICAL:

12 GAUGE VERTICAL HANGER

WIRE @ 4'-0" EACH WAY W/

MIN. 3 TIGHT TURNS IN 1-1/2"

BOTH ENDS OF WIRE

2 x 4 LIGHT FIXTURE

2 x 4 LIGHT FIXTURE

SPRINKLER HEAD,

DOWNLIGHT OR

CEILING MOUNTED

ITEMS

DIFFUSER OR GRILLE, OR 2 X

2 LIGHT FIXTURE

2x2 OR 2x4 DIVIDED TILE

2x4 CEILING

EQ EQ

E Q

E Q

E Q

E Q

E Q

E Q

E Q

E Q

E Q

E Q

SPRINKLER HEAD,

DOWNLIGHT OR

CEILING MOUNTED

ITEMS

DIFFUSER OR GRILLE, OR 2 X

2 LIGHT FIXTURE

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

EQ EQ

2'-0" 2'-0"

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

SEE PLAN

FOR HEIGHT

SEE PLAN

FOR HEIGHT PAINT OF WALL COVERING

APPLIED TO GWB CEILING

ACOUSTICAL PANEL

ANGLE MOLDING

GRID

LOOSE SCREW

SOFFIT FRAMING TO

STRUCTURE ABOVE

4"

MIN. 6

REFER TO PLAN

5/8" GYP. BD. OVER 3 5/8" X 25

GA. METAL STUDS @ 24" O.C.

3 5/8" X 25GA. BRACE @ 4'-0"

O.C. (TYP.)

GYPSUM WALLBOARD CEILING

SEE PLAN

FOR HEIGHT

6"

SEE PLAN

FOR HEIGHT

SEE PLAN

FOR HEIGHT

CEILING AS SCHEDULED,

SEE PLAN FOR TYPE

WIRE HANGER AS

REQUIRED BY CEILING

GRID SYSTEM

REFER TO PLAN

5/8" GYP. BD. OVER 3 5/8" X 25

GA. METAL STUDS @ 24" O.C.

3 5/8" X 25GA. BRACE @ 4'-0"

O.C. (TYP.)

GYPSUM WALLBOARD CEILING

SEE PLAN

FOR HEIGHT

6"

SEE PLAN

FOR HEIGHT

SEE PLAN

FOR HEIGHT

DIAGONAL METAL STUD

BRACE @ 4'-0" O.C. TO

STRUCTURE ABOVE

5/8" GYPSUM

WALLBOARD

3 5/8" METAL

STUD FRAMING

SEE PLAN

FOR HEIGHT

ACOUSTICAL

CEILINGS

REFER TO RCP REFER TO RCP REFER TO RCP

6"

SEE PLAN

FOR HEIGHT

SEE PLAN

FOR HEIGHT

DIAGONAL METAL STUD

BRACE @ 4'-0" O.C. TO

STRUCTURE ABOVE

SEE PLAN

FOR HEIGHT

ACOUSTICAL

CEILINGS

6"

SEE PLAN

FOR HEIGHT

5/8" GYPSUM

WALLBOARD

REFER TO RCP

SEE PLAN

FOR HEIGHT

SEE PLAN

FOR HEIGHT

SEE PLAN

FOR HEIGHT

DIAGONAL METAL STUD

BRACE @ 4'-0" O.C. TO

STRUCTURE ABOVE

3 5/8" METAL

STUD FRAMING

SEE PLAN

FOR HEIGHT

ACOUSTICAL

CEILINGS

REFER TO RCP REFER TO RCP

6"

SEE PLAN

FOR HEIGHT

DIAGONAL METAL STUD

BRACE @ 4'-0" O.C. TO

STRUCTURE ABOVE

SEE PLAN

FOR HEIGHT

ACOUSTICAL

CEILINGS

5/8" GYPSUM

WALLBOARD

6"

SEE PLAN

FOR HEIGHT

DIAGONAL METAL STUD

BRACE @ 4'-0" O.C. TO

STRUCTURE ABOVE

EXISTING FRAMING AND

GYPSUM WALLBOARD TO

REMAIN

REFERENCE PLAN EXISTING TO REMAIN EXISTING TO REMAIN

SEE PLAN

FOR HEIGHT

5/8" GYPSUM

WALLBOARD

8'-6"

EXISTING SOFFIT

EXISTING SOFFIT

EXISTING SOFFITS AND

WALLS TO BE PATCHED

AND PAINTED TO MATCH

EXISTING AS REQUIRED

PARTITION AS

SCHEDULED

DIAGONAL METAL STUD

BRACE @ 4'-0" O.C. TO

STRUCTURE ABOVE EXISTING FRAMING AND

GYPSUM WALLBOARD TO

REMAIN

EXISTING TO REMAIN EXISTING TO REMAIN

8'-6"

EXISTING SOFFIT

EXISTING SOFFIT

EXISTING SOFFITS AND

WALLS TO BE PATCHED

AND PAINTED TO MATCH

EXISTING AS REQUIRED

SEE PLAN

FOR HEIGHT

ACOUSTICAL

CEILINGS

6"

DIAGONAL METAL STUD

BRACE @ 4'-0" O.C. TO

STRUCTURE ABOVE

5/8" GYPSUM

WALLBOARD TO BE

PATCHED AND PAINTED TO

MATCH EXISTING AS

REQUIRED

EXISTING FRAMING

SEE PLAN

FOR HEIGHT

ACOUSTICAL

CEILINGS

REFER TO RCP REFER TO RCP REFER TO RCP

6"

SEE PLAN

FOR HEIGHT

DIAGONAL METAL STUD

BRACE @ 4'-0" O.C. TO

STRUCTURE ABOVE

EXISTING TO

REMAIN

3 5/8" METAL

STUD FRAMING

SEE PLAN

FOR HEIGHT

1/8" = 1'-0"A9

DIAGRAMATIC PLAN: ACOUSTICAL

CEILING SUSPENDED SYSTEM

1/8" = 1'-0"A6

DIAGRAMATIC PLAN-GYP. BD. SUSPENSION

SYSTEM

NTSC9

FIXTURE SUSPENSION AT LAY IN PANEL

CEILING

6" = 1'-0"C6

GYP. BD. PERIMETER PERPENDICULAR

TO MAIN RUNNER

6" = 1'-0"C4

GYP. BD PERIMETER PARALLEL

TO MAIN RUNNER

6" = 1'-0"C8 SLIP CONNECTION AT CEILING PERIMETER

6" = 1'-0"D8

SUSPENDED ACOUSTICAL CEILING

HORIZONTAL CEILING STRUT- FIXED END

3/4" = 1'-0"A8 TYP. ACOUSTICAL CEILING BRACING

1/2" = 1'-0"F9 TYP. CEILING TILE LAYOUTS

1" = 1'-0"F4 SOFFIT AT WALL

3" = 1'-0"F8 CEILING DETAIL AT WAITING ROOM

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:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

TRIPLE C THE A&E GROUP

4830 W. Kennedy Blvd. Suite 600 Tampa, FL 33609

(813) 261 1023

MAT PERKINS

09.26.2022

B

IM

/5

-3

C o n s tr u c t R e n o v a ti o n a n d A d d it io n t o

J A

C C

P e n s a c o la

/5

-3

.J A

C C

.P a c k a g e

.A

R C

H .r v t

/7 /2

:5

:0

P

M

A-571

ARCHITECTURAL CEILING DETAILS 520-331

JACC-2F

09.26.2022 M. PERKINS L. BELL

ISSUED FOR

CONSTRUCTION

CONSTRUCT ADDITION AND

RENOVATIONS TO JACC

790 Veterans Way, Pensacola, FL 32503

1 1/2" = 1'-0"F6 SOFFIT DETAIL AT ACOUSTICAL CEILING TILE

1 1/2" = 1'-0"D6 SOFFIT DETAIL WITH GYP CEILING

1" = 1'-0"F1 DOUBLE STEP DOWN SOFFIT AT ACOUSTICAL CEILING TILE

1" = 1'-0"D4 SOFFIT AT ACOUSTIC CEILING TILE

1" = 1'-0"E1 STEP DOWN SOFFIT AT ACOUSTICAL CEILING TILE

1" = 1'-0"C1 STEP DOWN SOFFIT AT WALL

1" = 1'-0"B4 STEP DOWN SOFFIT AT WALL ATRIUM

1" = 1'-0"B1 STEP DOWN SOFFIT ATRIUM AT ACOUSTICAL CEILING TILE

F

FLUSH

2' -9

3'

-7

1'-0" 4"

N

T

NARROW VISION

3' -0

3'

-4

G

6"6"

HALF GLASS

T

FG

5" 5"

5"

T

FULL GLASS

TYPICAL FRAME

2" H

E

IG

H T

2" WIDTH 2"

TERMINATED STOPS

4"

TERMINATED

STOPS @

INTERIOR

DOORS ONLY

xT

MASONRY HEAD

xM

T Y

P

4"

2"

1/2" 1/2"VARIES

SEE PLAN

WALL - SEE PLAN FOR

TYPE

SEALANT - EA. SIDE &

ALL AROUND, TYP.

HOLLOW METAL FRAME

1/ 2"

V A

R

IE

S S

E E

P

LA

N 1/

2"

4" 2"

ADJACENT WALL WHERE

OCCURS

SEALANT - EA SIDE & ALL

AROUND, TYP.

HOLLOW METAL FRAME

WALL - SEE PLAN FOR

TYPE

2"

6"

BRICK VENEER

UNIT

HOLLOW METAL

FRAME

SEALANT, TYP.

2 1/2"

WALL TYPE AS SCHEDULED

METAL FLASHING

OVERLAP WATER-

RESISTANT

BARRIER AND

FLASHING

STEEL ANGLE

LINTEL -

SEE STRUCTURAL

WEEPS (2 MIN) EQ SPACED

ABOVE OPENING (24" O.C. MAX)

2"

6"

SEALANT - EA SIDE &

ALL AROUND, TYP.

HOLLOW METAL

FRAME

BRICK VENEER UNIT

STEEL ANGLE SUPPORT -

SEE STRUCTURAL

STUD COLUMN - SEE FRAMING

DETAILS

RETURN WALL FINISH

AT OPENING

1/

2"

W A

LL

T

Y P

E A

S S

C H

E D

U

LE

D

INTERIOR DOUBLE HUNG

WINDOW

SEALANT AND BACKING ROD

EACH SIDE & ALL AROUND,

TYP.

SHIM SPACE AS REQUIRED

ATTACH TO FRAMING PER

MANUFACTURER

STUD BOX BEAM HEADER

VARIES - SEE PLAN

V A

R

IE

S S

E E

P

LA

N

SEALANT & BACKER ROD -

EACH SIDE & ALL AROUND,

TYP.

INTERIOR DOUBLE

HUNG WINDOW

SHIM AS REQUIRED

ATTACH TO FRAMING

PER MANUFACTURER

INTERIOR DOUBLE

HUNG WINDOW

SEALANT AND BACKING ROD

EACH SIDE & ALL AROUND,

TYP.

SHIM SPACE AS REQUIRED

ATTACH TO FRAMING PER

MANUFACTURER

VARIES - SEE PLAN

COUNTERTOP WHERE OCCURS

2' -8

6'

-0

4'-0"

4' -3

1'

-9

W1 W1S

5' -6

16'-0 1/2"

2' -7

2'

-1 1"

3'-6 1/2" * 3'-6" * 1'-11" * 3'-6" * 3'-7" *

W1F * NOTE: MATCH EXISTING

VERTICAL MULLION

SPACING, VERIFY IN FIELD

A-601

A-601

LAB

DOUBLE

HUNG

COUNTERTOP TO BE

COORDINATED WITH PLAN

WINDOW TO LOCK AND

OPERATE FROM LAB SIDE

GLAZING FILM (GF-1) TO BE APPLIED

ON GLAZING FROM LAB SIDE

3'-0"

2' -1

0" 4'

-0

E1

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:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

TRIPLE C THE A&E GROUP

4830 W. Kennedy Blvd. Suite 600 Tampa, FL 33609

(813) 261 1023

MAT PERKINS

09.26.2022

B

IM

/5

-3

C o n s tr u c t R e n o v a ti o n a n d A d d it io n t o

J A

C C

P e n s a c o la

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.J A

C C

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.A

R C

H .r v t

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:5

:1

P

M

A-601

ARCHITECTURAL SCHEDULES 520-331

JACC-2F

09.26.2022 M. PERKINS C. LOWERY

ISSUED FOR

CONSTRUCTION

CONSTRUCT ADDITION AND

RENOVATIONS TO JACC

790 Veterans Way, Pensacola, FL 32503

DOOR AND FRAME SCHEDULE

IDENTIFICATION DIMENSIONS PANEL FRAME

FIRE

RATING

DETAIL HARDWARE

NOTESROOM NO. ROOM NAME DOOR NO.

WIDTH

H T TYPE MATERIAL TYPE MATERIAL HEAD JAMB ELEC GROUPW1 W2

TOTAL

WIDTH

SECOND FLOOR

2G100 WAITING ROOM 2G101 4' - 0" 7' - 0" 1 3/4" N WD 1 HM 45 MIN D8/A601 D9/A601 AC, ADO, RR, REX HW-5D DOOR FROM PHLEBOTOMY WAITING TO BLOOD DRAW

2G100A RESTROOM 2G100A 3' - 0" 7' - 0" 1 3/4" F WD 1 HM D8/A601 D9/A601 HW-2G

2G103 RECEPTION 2G103 3' - 0" 7' - 0" 1 3/4" F WD 1 HM 45 MIN D8/A601 D9/A601 HW-3G PROVIDE OVERHEAD 90 DEGREE STOP

2G112 RESTROOM 2G112 3' - 0" 7' - 0" 1 3/4" F WD 1 HM D8/A601 D9/A601 HW-2G

2G114 RESTROOM 2G114 3' - 0" 7' - 0" 1 3/4" F WD 1 HM D8/A601 D9/A601 HW-2G

2G116 RESTROOM 2G116 3' - 0" 7' - 0" 1 3/4" F WD 1 HM D8/A601 D9/A601 HW-2G

2G117 CORE LAB 2G117C 3' - 0" 7' - 0" 1 3/4" N WD 1 HM D8/A601 D9/A601 AC, ADO ,REX HW-5D DOOR FROM BLOOD DRAW TO CORE LAB

2G117 CORE LAB 2G117A 3' - 4" 3' - 4" 6' - 8" 8' - 0" 1 3/4" N/N WD 1 HM 45 MIN D8/A601 D9/A601 AC, ADO, REX HW-10B DOOR FROM SOUTH CORRIDOR TO CORE LAB

2G117 CORE LAB C2-101B 3' - 0" 7' - 0" 1 3/4" F WD 1 HM D8/A601 D9/A601 HW-1F

2G117A VESTIBULE 2G117B 3' - 0" 7' - 0" 1 3/4" N WD 1 HM D8/A601 D9/A601 AC, REX HW-5D DOOR FROM STAFF LOUNGE TO CORE LAB

2G118 RESTROOM 2G118 3' - 0" 7' - 0" 1 3/4" F WD 1 HM D8/A601 D9/A601 HW-2G

2G119 STERILE SUPPLY 2G119 3' - 6" 7' - 0" 1 3/4" F WD 1 HM 45 MIN D8/A601 D9/A601 HW-5B

2G120 BULK STORAGE 2G120 3' - 0" 3' - 0" 6' - 0" 8' - 0" 1 3/4" F WD 1 HM 45 MIN D8/A601 D9/A601 HW-10B

2G122 NEG. PRESSURE LAB MICROBIOLOGY 2G122 3' - 0" 7' - 0" 1 3/4" N WD 1 HM D8/A601 D9/A601 ADO, REX (X2) HW-4A MICROBIOLOGY LAB DOOR

2G123 LAB OFFICE TOUCHDOWN 2G123 3' - 0" 7' - 0" 1 3/4" F WD 1 HM D8/A601 D9/A601 HW-3G

2G125 LAB OFFICE 2G125 3' - 0" 7' - 0" 1 3/4" F WD 1 HM D8/A601 D9/A601 HW-3G

2G126 STAFF RESTROOM 2G126 3' - 0" 7' - 0" 1 3/4" F WD 1 HM D8/A601 D9/A601 HW-2G

2G127 LAB OFFICE 2G127 3' - 0" 7' - 0" 1 3/4" F WD 1 HM D8/A601 D9/A601 HW-3G

2G128 CONSULT 2G128 3' - 0" 7' - 0" 1 3/4" F WD 1 HM 45 MIN D8/A601 D9/A601 HW-1G

2G129 CONSULT 2G129 3' - 0" 7' - 0" 1 3/4" F WD 1 HM 45 MIN D8/A601 D9/A601 HW-1G

2G130 FILE CLOSET 2G130 3' - 4 1/2" 7' - 0" 1 3/4" F WD SLIDING MFG'R D8/A601 D9/A601 ADA-1 SLIDING BARN DOOR

2G131 ELECTRICAL 2G131 3' - 0" 7' - 0" 1 3/4" F WD 1 HM 45 MIN D8/A601 D9/A601 HW-5B

2G132 HAC 2G132 3' - 0" 7' - 0" 1 3/4" F WD 1 HM 45 MIN D8/A601 D9/A601 HW-5B

2G134 RECEPTION 2G134 3' - 0" 7' - 0" 1 3/4" F WD 1 HM 45 MIN D8/A601 D9/A601 HW-3G

2G135 INFUSION CLINIC C2-99 3' - 0" 7' - 0" 1 3/4" F WD 1 HM D8/A601 D9/A601 REX, AC, DPS HW-5D

2G135 INFUSION CLINIC C2-97A 3' - 6" 7' - 0" 1 3/4" F WD 1 HM 45 MIN D8/A601 D9/A601 AC, RR, REX HW-5D FROM INFUSION CLINIC TO WAITING ROOM

2G136 EXAM / CONSULT 2G136 3' - 0" 7' - 0" 1 3/4" F WD 1 HM D8/A601 D9/A601 HW-1G

2G137 ADMIN SUPPORT 2G137 3' - 0" 7' - 0" 1 3/4" F WD 1 HM D8/A601 D9/A601 HW-3G

2G138 RESTROOM 2G138 3' - 0" 7' - 0" 1 3/4" F WD 1 HM D8/A601 D9/A601 HW-2G

2G139 RESTROOM 2G139 3' - 0" 7' - 0" 1 3/4" F WD 1 HM D8/A601 D9/A601 HW-2G

2G140 SOILED UTILITY 2G140 3' - 0" 7' - 0" 1 3/4" F WD 1 HM 45 MIN D8/A601 D9/A601 HW-5B

2G141 STERILE SUPPLY 2G141 3' - 0" 7' - 0" 1 3/4" F WD 1 HM 45 MIN D8/A601 D9/A601 HW-5B

2G142 MED ROOM 2G142 3' - 4" 7' - 0" 1 3/4" F WD 1 HM 45 MIN D8/A601 D9/A601 AC, REX HW-SH-3 MED ROOM DOOR

2G143 CONFERENCE/ BREAK ROOM 2G143 3' - 0" 7' - 0" 1 3/4" N WD 1 HM D8/A601 D9/A601 HW-4

2G144 STAFF RESTROOM 2G144 3' - 0" 7' - 0" 1 3/4" F WD 1 HM D8/A601 D9/A601 HW-2G

2G145 TELECOM ROOM 2G145 3' - 0" 7' - 0" 1 3/4" F WD 1 HM 45 MIN D8/A601 D9/A601 AC, DUAL, DPS, REX HW-SH-3

C2-101 CORRIDOR C2-101A 3' - 0" 7' - 0" 1 3/4" F WD 1 HM 45 MIN D8/A601 D9/A601 AC HW-5D 2G - CORE LAB STAFF AREA TO ATRIUM

STAIR-F STAIR C2-97B 3' - 0" 7' - 0" 1 3/4" N WD 1 HM 90 MIN D8/A601 D9/A601 PEX HW-1E

Grand total: 38

DOOR MODIFICATIONS

DOOR & FRAME NOTES:

ALARM DELAYED DOOR ALARM (DOOR IS EXIT ONLY)

A LAMINATED GLASS

A1 INSULATED TEMPERED LAMINATED GLASS

AC ACCESS CONTROL DEVICE

ADO AUTOMATIC DOOR OPERATOR

D DOUBLE GLAZED TEMPERED GLASS

DEML DELAYED EGRESS MAGNETIC LOCK

DEPH DELAYED EGRESS PANIC EXIT DEVICE

DPS DOOR POSITION MONITORING SWITCH

DUAL DUAL AUTHENTICATION ACCESS CONTROL

EL ELECTRIC LOCK OR ELECTRIC LEVER EXIT DEVICE

ELR ELECTRIC LATCH RETRACTION EXIT DEVICE

EMCH ELECTRO-MECHANICAL CLOSER-HOLDER

F FIRE RATED GLAZING

H ELECTRIC HOLD

KS KEYSWITCH

MHO MAGNETIC HOLD OPEN

ML MAGNETIC LOCK

PEX PUSH TO EXIT PUSH BAR EXIT DEVICE

REX REQUEST TO EXIT SWITCH IN LATCHING DEVICE INSIDE

TRIM

RR REMOTE RELEASE BUTTON

SEC SECURITY ALARM FOR PIV OFFICE

T TEMPERED GLASS

U UNDERCUT 1"

FRAME TYPE NOMENCLATURE

X x

DENOTES FRAME SUB-TYPE

DENOTES FRAME TYPE

(SEE ADJACENT FRAME TYPE ELEVATIONS)

FRAME SUB-TYPES

M MASONRY HEAD

(SEE ADJACENT FRAME SUB-TYPES ELEVATIONS)

MT MASONRY HEAD AND TERMINATED STOPS

(SEE ADJACENT FRAME SUB-TYPES ELEVATIONS)

T TERMINATED STOP

(SEE ADJACENT FRAME SUB-TYPES ELEVATIONS)

NOTES

1. SEE DOOR SCHEDULE FOR DOOR WIDTH AND HEIGHT

2. INSET FRAME DEPTH/THROAT IS 6" UNLESS OTHERWISE

NOTED

3. INSET FRAME'S HEAD WIDTH IS 2" UNLESS DENOTED AS

MASONRY HEAD

4. WRAPPED FRAME'S HEAD WIDTH IS 2"

DOOR PANEL TYPES

DOOR FRAME TYPES

3" = 1'-0"D8 HM - TYP. INTERIOR HEAD

3" = 1'-0"D9 HM - TYP. INTERIOR JAMB

3" = 1'-0"E8 HM HEAD - BRICK VENEER, STUD WALL

3" = 1'-0"F8 HM JAMB - BRICK VENEER, STUD WALL

DOOR HARDWARE LEGEND

HW-1 Public Restrooms - Passage, with Closer

HW-1E Rated, Non-locking - Passage, With Rim Exit (Panic) Device, Closer

HW-1F Corridor - Passage (F01 Lockset)

HW-1G Exam Rooms - Passage (F01 Lockset) w/ Privacy Deadbolt

HW-2G Single Restrooms - Privacy Locking (F13 Lockset), With Closer

HW-3G Offices - Office Locking (F04 Lockset)

HW-4

Waiting, Conference, Staff Lounge - Classrom Locking (F05/F84 Lockset) with overhead stop

HW-4A Same as Above - Same as Above, with Auto Door Opener

HW-5B Rated, Storage - Storeroom Locking (F07 Lockset) with Closer

HW-5D Storage - Storeroom Locking (F07 Lockset) with Closer

HW-10B Double Doors - Storeroom Locking (F07 Lockset) with Closer, Overhead Stop

HW-SH-3

Secured Access Door - Storeroom Locking (F07 Lockset) with Closer, Overhead Stop, Alarm Contact, Card Reader

HW-SH-12

Stair to Exterior - Electrified Rim Exit (Panic) Device, w/ Closer. No Exterior Hardware

HW-E3

Exterior Roof Access - Storeroom Locking (F13 w/ Rigid outside lever) with closer, overhead stop, threshold, door position switch and power supply.

NOTE: See A-601 and Specification Section 08 71 00 - Door Hardware for more information.

3" = 1'-0"3 INTERIOR WINDOW HEAD

3" = 1'-0"4 INTERIOR WINDOW JAMB

3" = 1'-0"5 INTERIOR WINDOW SILL

1/4" = 1'-0"6 EXTERIOR GLAZING - W1/W1S

1/4" = 1'-0"7 EXTERIOR GLAZING - W1F

1/4" = 1'-0"8 INTERIOR GLAZING - E1

WINDOW SCHEDULE

Type Mark Count Length Height

E1 1 3' - 0" 4' - 0"

W1 17 4' - 0" 6' - 0"

W1F 1 16' - 6 1/2" 5' - 4"0 6

LINE OF

STRUCTURE

LINE OF

STRUCTURE

09 29 00

SOUND ATTENUATION BATTS

(SAB), WHERE OCCURS

09 22 16

METAL STUDS

A-720 D1

A-720 B1

07 92 00

SEALANT BOTH SIDES

09 29 00

5/8" GWB

07 92 00

SEALANT BOTH SIDES

CEILINGCEILING

LINE OF

STRUCTURE

LINE OF

STRUCTURE

09 22 16

METAL STUDS

09 29 00

SOUND ATTENUATION

BATTS (SAB), WHERE

OCCURS

AT CHASE WALLS

REFER TO PLAN

1'-4" MIN AT SINGLE

1'-10" MIN AT DOUBLE,

WALL HUNG FIXTURE

CROSS BRACING GUSSETS AT

48" O.C. MAX VERTICALLY.

FABRICATED FROM 6" MTL

STUDS

A-720 D1

07 92 00

SEALANT BOTH SIDES

09 29 00

5/8" GWB PER SIDE

07 92 00

SEALANT BOTH SIDES

CEILING

A-720 B1

09 29 00

SAB RETAINER STRAP

WHERE SAB OCCURS

CEILING

LINE OF

STRUCTURE

LINE OF

STRUCTURE

09 29 00

SOUND ATTENUATION BATTS

(SAB), WHERE OCCURS

NOTE:

IF PARTITION TYPE IS USED IN A

CHASE WALL CONDITION, PROVIDE

CROSS BRACING GUSSETS AT 48"

O.C. MAX VERTICALLY. FABRICATED

FROM 6" MTL STUDS.

6”

09 29 00

5/8" GWB

09 29 00

SAB RETAINER STRAP

WHERE SAB OCCURS

CEILING

07 92 00

SEALANT

09 22 16

METAL STUDS

A-720 E1

LINE OF

STRUCTURE

LINE OF

STRUCTURE

FACE OF WALL OR COLUMN

6”

09 22 16

FURRING CHANNELS

09 22 16

FURRING CHANNEL

HORIZONTAL AT TOP OF GWB

CEILING

07 92 00

SEALANT

09 29 00

5/8" GWB

LINE OF

STRUCTURE

LINE OF

STRUCTURE

09 29 00

5/8" ACOUSTICALLY ENHANCED

GWB 2 LAYERS

07 92 00

SEALANT BOTH SIDES

07 92 00

SEALANT BOTH SIDES

09 29 00

SOUND ATTENUATION

BATTS (SAB)

09 22 16

METAL STUDS

09 29 00

5/8" ACOUSTICALLY

ENHANCED GWB 2

LAYERS

CEILINGCEILING

A-720 D1

A-720 B1

1/

2" 1/

2" M

IN 09 22 16

2"x16 GA STRAPS

AT 16" O.C.

09 22 16

30 MIL Z-BARS TO

ACCOMMODATE

SFRM THICKNESS

07 81 16

FIREPROOFING

DESIGN BASIS: UL-HW-D-0044

CONCRETE SLAB

09 22 16

METAL STUDS

DESIGN BASIS: UL-HW-D-0043

METAL DECK

(PERPINDICULAR TO FLUTES)

DESIGN BASIS: UL-HW-D-0264

METAL DECK

(PARALLEL TO FLUTES)

09 22 16

METAL STUDS

DESIGN BASIS: UL-HW-D-0252

STEEL BEAM

1/ 2"

M

IN

1/

2"

1/

2" 1/

2" M

IN

09 29 00

5/8" GWB 1 OR 2 LAYERS,

REFER TO PARTITION TYPE

1/ 2"

M

IN

1/

2"

09 29 00

5/8" GWB 1 OR 2 LAYERS,

REFER TO PARTITION TYPE

07 84 00

MINERAL WOOL

07 84 00

FIRESTOPPING

07 84 00

MINERAL WOOL

07 84 00

FIRESTOPPING

07 84 00

MINERAL WOOL

SLOTTED DEEP LEG

DEFLECTION TRACK

SLIP CONNECTION

VERTICAL STUD

GENERAL NOTES

1. CONDITIONS INDICATED SHOW DESIGN INTENT, ESPECIALLY IN REGARD TO ACCOMMODATION OF STRUCTURAL DEFLECTION AND CONTINUITY OF INTEGRITY OF SOUND, SMOKE AND FIRE WALLS.

2. DESIGN INTENT DETAILS ARE NOT INTENDED TO BE PROPRIETARY. CONTRACTOR MAY EMPLOY SIMILAR HEAD-OF-WALL DESIGNS AND COMPONENTS AS APPROPRIATE FOR CONDITIONS.

3. DESIGN INTENT DETAILS MAY NOT SHOW ALL CONDITIONS TO BE ENCOUNTERED ON A PROJECT. COMPLY WITH MANUFACTURER AND UL APPROVED METHODS FOR ATYPICAL CONDITIONS.

4. SECURE TOP OF INTERIOR PARTITIONS TO SUPERSTRUCTURE IN A WAY THAT PROVIDES LATERAL STABILITY (PERPENDICULAR-TO AND IN-PLANE WITH WALL) YET ALLOWING FOR A MINIMUM OF 3/4" OF VERTICAL

DEFLECTION OF THE SUPERSTRUCTURE.

5. RIGIDLY SECURE SLOTTED TOP TRACK TO BUILDING SUPERSTRUCTURE IN AN APPROVED MANNER. EMPLOY Z-BARS, COLD-ROLLED CHANNELS OR SIMILAR SPACER TO ACCOMMODATE THICKNESS OF SECTION

07 81 16 FIREPROOFING.

6. SLOTTED TOP TRACK, INDICATED ON THESE DETAILS, IS THE BASIS FOR DESIGN AND REFERS TO DEEP-LEG TRACKS WITH VERTICALLY SLOTTED HOLES. OPTIONAL MANUFACTURERS MAY PROVIDE SIMILAR, PROPRIETARY METHODS IN ACCORDANCE WITH THE PROVISIONS OF SPECIFICATION SECTION 09 22 16.

7. SECURE VERTICAL STUDS TO SLOTTED TOP TRACK AT MID-HEIGHT OF VERTICAL SLOTS IN TRACK. COMPONENTS INTENDED TO SLIDE VERTICALLY AS SUPERSTRUCTURE DEFLECTS.

8. DO NOT SCREW GYPSUM WALLBOARD TO TOP TRACK OR SUPERSTRUCTURE. GWB SCREWS INTO THE STUDS MUST BE AT LEAST 1" BELOW THE BOTTOM OF THE TOP TRACK.

9. REFER TO PARTITION STANDARDS FOR SPECIFIC WALL TYPES.

10. AT FIRE -RATED WALLS REFER TO SPECIFICATION SECTION 07 84 00 FOR ADDITIONAL REQUIREMENTS REGARDING HEAD-OF-WALL CONDITIONS.

11. MAINTAIN ACOUSTIC RATING WHERE SOUND-CONTROL WALLS ARE INDICATED.

12. FIRESTOPPING AND ACOUSTICAL SEALANTS SHALL AUTOBOND. PROVIDE EXPOSED CLEAN SEALANT (TO CONCEAL FIRESTOPPING) AT FOOD SERVICE, FDA INSPECTED PRODUCTION FACILITIES, VIVARIA, BIOLOGICAL

CONTAINMENT AND CLEAN ROOM APPLICATIONS.

13. WHERE A WALL IS DESIGNATED AS BOTH A SOUND-CONTROL WALL AND A FIRE-RATED WALL, REFER TO FIRE-RATED HEAD-OF-WALL CONDITIONS.

14. WHERE A WALL IS DESIGNATED AS A SOUND-CONTROL WALL, FILL ALL VOIDS WITH SOUND ATTENTUATION BATTS (SAB).

15. SMOKE PARTITIONS REQUIRE THAT AT LEAST ONE LAYER OF GWB, AND SOUND-CONTROL WALLS REQUIRE GWB ON BOTH SIDES, BE CUT TO FOLLOW UNDULATING SURFACES OF THE SUPERSTRUCTURE INCLUDING, BUT NOT LIMITED TO, FLUTES IN METAL DECKING. PROVIDE A CONTINUOUS BEAD OF SEALANT (AS SPECIFIED) TO SUPERSTRUCTURE.

ISOMETRIC VIEW OF SLOTTED TOP TRACK

09 22 16 2"x 30 MIL STRAPS

AT 16" O.C.

09 22 16

30 MIL Z-BARS TO

ACCOMMODATE

SFRM THICKNESS

07 81 16

FIREPROOFING

CONCRETE SLAB

09 22 16

METAL STUDS

METAL DECK

(PERPINDICULAR TO FLUTES)

METAL DECK

(PARALLEL TO FLUTES)

09 22 16

METAL STUDS

STEEL BEAM

EQ EQ

GWB SOUND AND SMOKE

CLOSURE STRIP, SECURED

TO STRUCTURE, PROVIDE

ON BOTH SIDES AT SOUND

WALLS

09 22 16 2"x30 MIL STRAPS AT 16" O.C. 09 22 16

30 MIL Z-BARS TO

ACCOMMODATE

SFRM THICKNESS

07 81 16

FIREPROOFING

CONCRETE SLAB

09 22 16

METAL STUDS

METAL DECK

(PERPINDICULAR TO FLUTES)

METAL DECK

(PARALLEL TO FLUTES)

09 22 16

METAL STUDS

STEEL BEAM

MIN. OF ONE LAYER OF

GWB CUT TO FOLLOW

PROFILE OF DECKING

AT SMOKE PARTITION,

BOTH AT SOUND WALLS

FILL FLUTE VOID W/ SAB

EQ EQ

1/

4"

09 29 00

5/8" GWB

07 92 00

SEALANT BOTH SIDES

09 29 00

5/8" GWB

09 29 00

5/8" GWB

07 92 00

SEALANT BOTH SIDES

STEEL LOOSE LINTEL SCHEDULE

FOR USE IN BRICK AND STONE VENEER APPLICATIONS

OPENING

WIDTH

BEARING

EACH END

LINTEL SUPPORT

4'-0" AND BELOW

4'-0" UP TO 6'-0"

6'-0" UP TO 8'-0"

ANGLE 3 1/2" x 3 1/2" x 3/8" 8"

8"

8"

ANGLE 5" x 3 1/2" x 3/8"

ANGLE 6" x 4" x 3/8"

NOTE: FIRE RESISTANCE TEST FOR ONE HOUR RATED WALLS: UL U465

(TYPE A) TYPICAL PARTITION

MARK STUD WIDTH PRTN WIDTH DESIGN STC

ESTIMATED

LENGTH

A4 4" 5 1/4" 35 1587'

A6 6" 7 1/4" 35 54'

A8 8" 9 1/4" 35 31'

NOTE: FIRE RESISTANCE TEST FOR ONE HOUR RATED CHASE WALLS: UL U420

(TYPE E) CHASE PARTITION

MARK STUD WIDTH PRTN WIDTH DESIGN STC

ESTIMATED

LENGTH

E4 4" 4 5/8" 45 70'

(TYPE J) NON-RATED PARTITION

MARK STUD WIDTH PRTN WIDTH

ESTIMATED

LENGTH

J2 2 1/2" 3 1/8" 3'

J3 3 5/8" 4 1/4" 30'

J4 4" 4 5/8" 363'

J6 6" 6 5/8" 17'

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:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

TRIPLE C THE A&E GROUP

4830 W. Kennedy Blvd. Suite 600 Tampa, FL 33609

(813) 261 1023

MAT PERKINS

09.26.2022

B

IM

/5

-3

C o n s tr u c t R e n o v a ti o n a n d A d d it io n t o

J A

C C

P e n s a c o la

/5

-3

.J A

C C

.P a c k a g e

.A

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A-720

ARCHITECTURAL STANDARD PARTITION TYPES 520-331

JACC-2F

09.26.2022 M. PERKINS C. LOWERY

ISSUED FOR

CONSTRUCTION

CONSTRUCT ADDITION AND

RENOVATIONS TO JACC

790 Veterans Way, Pensacola, FL 32503

1. PARTITIONS ARE DISTINGUISHED ON FLOOR PLANS BY SYMBOL

DESIGNATION, GRAPHIC DESIGNATION OR A COMBINATION OF BOTH

DESIGNATIONS. SOME PARTITION TYPES SHOWN ON THIS SHEET MAY NOT BE

USED ON THIS PROJECT.

2. ALL WALLS NOT DESIGNATED WITH A GRAPHIC OR TAG TO BE TYPE A. IF

UNCLEAR CONTACT ARCHITECT.

3. "METAL STUDS" INDICATED ON THIS SHEET FOR INTERIOR PARTITIONS

REFER TO THOSE SPECIFIED IN SECTION 09 22 16 - NON STRUCTURAL METAL

FRAMING. REFER TO SPECIFICATIONS FOR ADDITIONAL CRITERIA SUCH AS

MINIMUM STUD SPACING, MINIMUM GAUGE AND PERMISSIBLE DEFLECTION

LIMITS. SEE SECTION 05 41 04 LOAD BEARING METAL STUD SYSTEM FOR

FRAMING THAT IS OUTSIDE THE SCOPE OF 09 22 16 AND ASTM C754, SUCH AS

LONG HEADERS, CANTILEVERED WALLS, TALL WALLS, WALKABLE CEILINGS

AND THEIR SUPPORTS, WALLS EXCEEDING SPAN TABLES AND OTHER UNUSUAL

FRAMING CONDITIONS.

4. SOUND TRANSMISSION CLASS (STC) IS A RATING SYSTEM THAT DESCRIBES

THE ABILITY OF AN ASSEMBLY TO REDUCE THE TRANSMISSION OF SOUND.

CONFIGURE SOUND-RATED WALL ASSEMBLIES ACCORDING TO THE MINIMUM

REQUIREMENTS STIPULATED IN THE STC TESTS LISTED. STC RATINGS LISTED

ARE BASED ON LABORATORY TESTING AND ARE NOT INDICATIVE OF RESULTS

IN FIELD.

5. REFER TO SECTION 09 29 00 FOR ACOUSTIC SEALANTS.

6. SOUND ATTENUATION BATTS (SAB) ARE SPECIFIED IN SECTION 09 29 00.

WHERE SAB ARE INDICATED, THEY SHALL EXTEND CONTINUOUSLY FROM

FLOOR TO STRUCTURE ABOVE.

7. PARTITIONS ARE INDICATED WITH CONVENTIONAL GYPSUM WALLBOARD

U.N.O.; UPGRADE TO PREMIUM TYPES OF WALLBOARD (I.E., MOISTURE-

RESISTANT, TILE-BACKER BOARD, ACOUSTICALLY ENHANCED, ETC.) BASED ON

THEIR LOCATION AND ACCORDING TO REQUIREMENTS OF SECTION 09 29 00.

8. SEALANTS INDICATED MAY BE FOR FIRE RATING, SMOKE RATING, AIR

PRESSURE CONTAINMENT, ACOUSTIC RATING, VERMIN CONTROL, MOVEMENT

(CRACK) CONTROL AND/OR BIOLOGICAL CONTAINMENT. SEALANT JOINTS ARE

TO BE SIZED FOR EXPECTED MOVEMENT OF JOINT WITH

EXPANSION/CONTRACTION CAPACITY OF SEALANT MATERIAL TO MAINTAIN

THE INTEGRITY OF THE SEAL FOR THESE APPLICABLE PARAMETERS. SEE

SPECIFICATION SECTION 07 92 00 FOR INTERIOR JOINT SEALANTS.

9. REFER TO SECTION 07 84 00 FOR HEAD-OF-WALL FIRESTOPPING AND

SEALING OF THRU-WALL PENETRATIONS.

10. "LINE OF STRUCTURE" INDICATED FOR EACH PARTITION IS DIAGRAMATIC

ONLY AND DOES NOT INDICATE EXACT CONSTRUCTION CONDITIONS OR

GEOMETRY.

11. ALL DIMENSIONS ARE FROM FACE TO FACE, OR CENTERLINE TO

CENTERLINE, U.N.O. REFER TO PARTITION MATRICES FOR PARTITION WIDTH

DIMENSIONS UNLESS INDICATED TO BE SHOWN ON PLAN.

12. LEAD LINING REQUIREMENTS ARE SPECIFIED IN SECTION 09 29 00. WHERE

LEAD LINING IS INDICATED IN PLAN, LEAD LINING IS TO BE PLACED ON

RADIOGRAPHIC SIDE OF ROOM AND TO EXTEND UP TO 7'-0" A.F.F., U.N.O. LEAD

THICKNESS TO BE SPECIFIED BY OWNER'S PHYSICIST REPORT.

13. AT LEAD LINED PARTITIONS THAT ARE ALSO FIRE RATED, REFER TO FIRE

UL FIRE RESISTANCE TEST U419, U430 OR U439.

14. FIRE RESISTANT AND FIRE RESISTANT SMOKE BARRIER RATINGS ARE TO

CONTINUE THROUGH ALL OPENINGS IN RATED PARTITIONS.

15. SMOKE RESISTANT, FIRE RESISTANT, AND FIRE RESISTANT SMOKE

BARRIER PARTITIONS SHALL EXTEND AND SEAL TO INSIDE FACE OF EXTERIOR

SHEATHING, INCLUDING EXTENSIONS THROUGH SOFFITS.

16. REFER TO THE TOILET ACCESSORIES SHEET AND CASEWORK SHEET FOR

MOUNTING DETAIL INFORMATION.

17. REFER TO SHEET A-721 AND A-722 FOR ADDITIONAL PARTITION DETAILS

AND FRAMING INFORMATION.

GENERAL PARTITION NOTES:

THE TYPICAL PARTITION TAG SYMBOL DESIGNATION HAS TWO CHARACTERS.

THE FIRST CHARACTER IS A LETTER INDICATING THE PARTITITON TYPE, THE

SECOND CHARACTER IS A NUMERIC INDICATION OF THE STUD OR CMU WIDTH.

IF A "≠" SYMBOL IS SHOWN AS THE FIRST CHARACTER, THIS INDICATES THE

PARTITION DOES NOT HAVE SOUND ATTENUATION. IN SOME INSTANCES, AN

ADDITIONAL CHARACTER OR "MODIFIER" MAY BE ADDED TO THE END AND/OR

THE LINE BELOW TO INDICATE ADDITIONAL CHARACTERISTICS WITHIN THE

WALL. REFER TO CHART BELOW FOR MODIFIER DEFINITIONS.

IF NO PARTITION TAG OR NUMERIC SECOND CHARACTER EXISTS, THE STUD

SIZE WILL BE 4" TYPICAL, U.N.O.

PARTITION TAGGING LEGEND:

PARTITION

MODIFIER MODIFIER DESCRIPTION

S PROVIDE SECURITY MESH AT GWB.

≠ X# X

SYMBOL INDICATES PARTITION TYPE

NO SOUND

ATTENUATION STUD/CMU WIDTH

PARTITION MODIFIER II PARTITION MODIFIER

(SEE CHART BELOW) (SEE CHART BELOW)

NUMERIC STUD CMU

CHARACTER WIDTH WIDTH

1 1 5/8" 2 2 1/2"

3 5/8" 4 4" 3 5/8" 6 6" 5 5/8" 8 8" 7 5/8"

X

(TYPE M) FURRING PARTITION

MARK STUD WIDTH PRTN WIDTH

ESTIMATED

LENGTH

NOTE: FIRE RESISTANCE TEST FOR TWO HOUR RATED WALLS: UL

V484, U411

(TYPE U) HIGH STC PARTITION

MARK STUD WIDTH PRTN WIDTH DESIGN STC

3" = 1'-0"B1 STUD PARTITIONS - FIRE RATED PARTITIONS

3" = 1'-0"F1 GENERAL REQUIREMENTS FOR STUD PARTITIONS

3" = 1'-0"E1 STUD PARTITIONS - NON-FIRE, NON-SMOKE, NON-SOUND CONTROL PARTITIONS

3" = 1'-0"D1 STUD PARTITIONS - SMOKE PARTITIONS AND SOUND CONTROL PARTITIONS

1 1/2" = 1'-0"4 LINTEL SCHEDULES

SECTION

ATTACH STUDS TO KNEE

WALL BRACE TUBE

LINE OF

STRUCTURE

09 22 16

METAL STUDS

IN

D

IC

A T

E W

A

LL

H E

IG

H

T

09 22 16

KNEE WALL BRACE

PLAN

STOP METAL STUD

RUNNER AT BASE PLATE

09 22 16

METAL STUD RUNNER

WALL PARTITION

09 29 00

GWB CAP

09 22 16

KNEE WALL BRACE

STOP METAL STUD RUNNER

AT BASE PLATE

07 92 00

SEALANT BOTH SIDES

30 MIL MIN METAL TRACK

30 MIL CLIP ANGLE

FOR 3 5/8" STUDS. 1 1/2" x 5" FOR 6" STUDS

1" X 30 MIL METAL

STRAP AT 3'-6" O.C.,

EACH SIDE

30 MIL MIN METAL

TRACK AT FLOOR

DOUBLE 30 MIL

METAL STUDS AT

BOTH JAMBS

TYPE A

CONT43 MIL 6" WIDE

METAL BACK-UP STRAP

M O

U N

T

IN

G H

E

IG

H T

S R

E F

T Y

P

IC

A L

TYPE B

30 MIL METAL RUNNER

TRACK - CLIP FLANGES

TO FIT OVER STUDS

6" MIN, DEEPER IF

REQUIRED

M O

U N

T

IN

G H

E

IG

H T

S R

E F

T Y

P

IC

A L

TYPE C

M O

U N

T

IN

G H

E

IG

H T

S R

E F

T Y

P

IC

A L

8" MIN, DEEPER IF

REQUIRED

MIN 30 MIL METAL STUDS

FACING OPPOSITE

DIRECTIONS TO ALLOW

MOUNTING PLATE

ATTACHMENT

68 MIL STEEL RUNNER

TRACK-CLIP FLANGES AND

FOLD WEB TO FORM

ATTACHMENT FLANGE

PROVIDE DIAGONAL BRACING (AT 45° TYP) OF TOP

TRACK AT 48" OC MAX BETWEEN FULL HEIGHT

STUDS

DOOR

OPENING

DOOR

OPENING

DOUBLE DOOR OPENING

BELOW CEILING

OPENING

LARGE BELOW CEILING

OPENING

ABOVE CEILING

OPENING

LARGE ABOVE CEILING

OPENING

MOUNTING DETAIL

TYPE B

DOUBLE STUDSDOUBLE

STUDS

DOUBLE STUDS DOUBLE STUDS

DOUBLE

STUDS

4' - 6" MAX 8' - 6" MAX 4' - 6" MAX 8' - 6" MAX

ALL STUDS ARE TO BE 30 MIL

IF GREATER THAN 8' - 6"

8' - 6" MAX 8' - 6" MAX

4' - 6" MAX

30 MIL MIN BOTTOM

TRACK (TYP)

FLOOR LINE

30 MIL MTL TOP TRACK

(TYP UNO)

CEILING LINE

UNDERSIDE OF

SLAB, FLOOR OR

ROOF DECK

2" WIDE 30 MIL METAL

STRAP

OPENING ABOVE

CEILING WHICH

INTERRUPTS LOWER

OPENING JAMB STUDS

STONE VENEER WALLS

54 MIL MIN STUDS AT 30 MIL MIN STUDS AT

WALL MOUNTED

ARCHITECTURAL

CABINETS/MILLWORK/

ATTACHED SHELVING

DOOR

OPENING

D3 A-722

D3 A-722

D2 A-722

D2 A-722

D5 A-722

D5 A-722

D3 A-722

D3 A-722

D2 A-722

D7 A-722

D7 A-722

D7 A-722

D7 A-722

D7 A-722

D7 A-722

D8 A-722

D3 A-722

SEE: (F8/A-722)

NOTES:

1. DETAILS SHOWN ASSUME STUDS ARE SPACED 16" OC

2. ALL STUDS SHALL BE "C" STUDS WITH 1-1/4" RETURN

FLANGE MINIMUM.

3. INDICATES SHELVING OR CABINETRY

4. INDICATES STONE

5. DOUBLE STUDS AT SIDES OF OPENING SHALL NOT BE CUT

FOR DUCTWORK OR ANY OTHER MECHANICAL SYSTEMS.

6. REFER TO A-730 FOR MOUNTING TYPE DETAILS.

7. PROVIDE PARTITION BRACING AT ALL ASSEMBLIES OVER

15'-0" IN HEIGHT, U.N.O.

FINISHED FLOOR

LINE OF CEILING

ADDITIONAL LAYER OF

GWB AT HORIZONTAL IF

WALL IS 2 HR RATED

MECHANICAL

DUCTWORK OR OTHER

OBSTRUCTION

LINE OF STRUCTURE

ABOVE

M A

X H

E

IG

H T

ADDITIONAL LAYER OF

GWB ON BOTH SIDES IF

WALL IS 2 HR RATED

J-RUNNERS

ADDITIONAL LAYER OF

GWB IF WALL IS 2 HR

RATED

J-RUNNER

W/ 25 GA STUDS

MAX SPAN OF 8'-11"

RATING INFORMATION:

FIRE RATING - 2 HOUR TEST:

U.L. Design No. 411

PEI AER-09038

WHI-495-PSH 0154/0167

1" SHAFTWALL LINER

SEALANT BOTH SIDES

SEALANT BOTH SIDES

54 MIL METAL STUD BRACING @ 48" O.C.,

MAX

STUDS TO BE ENCASED IN A RIGID

METAL LATH TO ACCEPT NECESSARY

THICKNESS OF FIREPROOFING TO

ACHIEVE DESIRED RATING 1-1/2" FOR 1

HR AND 2" FOR 2 HR.

3 LAYERS OF 5/8" GWB AT

HORIZONTAL PLANE

MECHANICAL

DUCTWORK

LINE OF STRUCTURE

ABOVE

REFER RCP

W/ DIFFERENT SIZE AND MATERIAL THICKNESS STUDS

VARYING SPANS CAN BE ACHIEVED

5" M

IN

R

E F

M E

C H

A N

IC

A

L

RATING INFORMATION:

FIRE RATING - 2 HOUR TEST:

PEI AER-09038

WHI-495-PSH 0154/0167

SHAFTWALL

SEALANT BOTH SIDES

3 LAYERS OF 5/8" GWB AT

HORIZONTAL PLANE

MECHANICAL

DUCTWORK

LINE OF STRUCTURE

ABOVE

5" M

IN

M A

X H

E

IG

H T

REF RCP

W/ DIFFERENT SIZE AND MATERIAL THICKNESS STUDS

VARYING SPANS CAN BE ACHIEVED

RATING INFORMATION:

FIRE RATING - 2 HOUR TEST:

PEI AER-09038

WHI-495-PSH 0154/0167

MINIMUM 2 HR FIRE

RATED ASSEMBLY

SHAFTWALL

SEALANT

SEALANT

EXTERIOR SHEATHING

SECOND LAYER OF GWB WHERE

INDICATED BY PARTITION TYPE

RATED PARTITION AS

INDICATED ON PLAN, EXTEND

GWB TO INTERIOR FACE OF

EXTERIOR SHEATHING

INTERSECTION AT RATED PARTITION

AND EXTERIOR WALL

CONCRETE WALL

OR COLUMN

SEALANT BOTH SIDES

FURRING PARTITION

AS INDICATED ON PLAN

RATED PARTITION AS

INDICATED ON PLAN

INTERSECTION OF RATED

PARTITION AND CONCRETE

INTERSECTION AT RATED

PARTITION AND CONCRETE

LOWER PRIORITY

PARTITION

HIGHER PRIORITY

PARTITION

INTERSECTION OF CROSS CORRIDOR

DOOR IN RATED PARTITION

M

IN3"

CONCRETE WALL OR

COLUMN

SEALANT

FURRING PARTITION

AS INDICATED ON PLAN

RATED PARTITION AS

INDICATED ON PLAN

M

IN3"

2 5/8"

SECOND LAYER OF GWB WHERE

INDICATED BY PARTITION TYPE

WALL PRIORITY NOTES:

1. WHERE WALLS OF DIFFERENT FUNCTIONS/ RATINGS INTERSECT: WALLS OF HIGHER PRIORITY SHALL BE CONTINUOUS.

2. LOWER PRIORITY WALLS SHALL "ABUT" AND BE "SEALED TO" HIGHER PRIORITY WALLS, BUT SHALL NOT INTERRUPT CONTINUITY OF THE HIGHER PRIORITY WALL.

2"2"

PROVIDE GAP TO FLANKING

WALL STUD TO ALLOW

SPACE FOR GWB TO PASS

PROVIDE GAP TO FLANKING

WALL STUD TO ALLOW

SPACE FOR GWB TO PASS

2" 2"

2"PROVIDE GAP TO FLANKING

WALL STUD TO ALLOW

SPACE FOR GWB TO PASS

2"

SECOND LAYER OF GWB WHERE

INDICATED BY PARTITION TYPE

INTERSECTION AT VARIOUS WALL

PRIORITY CONFIGURATIONS

LOWER PRIORITY PARTITION

HIGHER PRIORITY PARTITION

(MAINTAIN CONTINUITY

PROVIDE GAP TO FLANKING

WALL STUD TO ALLOW

SPACE FOR GWB TO PASS

2"

PROVIDE GAP TO FLANKING WALL STUD

TO ALLOW SPACE FOR GWB TO PASS2"

LOWER PRIORITY PARTITION

HOLLOW METAL FRAME

PROVIDE FIRE SEALANT

AT INTERFACE BOTH SIDES

5/8" GWB ON EACH SIDE

OF METAL STUD

FRAMING AT PENETRATION IN 1-HR FIRE RATED WALL

RATED PARTITION

AS SCHEDULED

MAINTAIN WALL STC AND FIRE

RATING AS SCHEDULED BEHIND

CABINET/APPLIANCE

FRAMING AT PENETRATION IN RATED WALL

PARTITION AS

SCHEDULED

FRAMING AT PENETRATION IN NON-RATED WALL

FRAMING AT PENETRATION IN NON-RATED CHASE

5/8" GWB ON METAL

STUD

PARTITION AS SCHEDULED

FRAMING AT PENETRATION IN NON-RATED WALL

PARTITION AS SCHEDULED

PARTITION AS SCHEDULED

(6" STUD)

CONFIRM RECESS DIMENSIONS

WITH CABINET/APPLIANCE MFR.

PARTITION AS

SCHEDULED

SOUND ATTENUATION

BLANKET COMPRESSED TO

FILL OPENING AT SOUND

RATED PARTITION

L-BEAD

SEALANT BOTH SIDES,

REF SPECS FOR TYPE

CONTROL JOINT

GWB SUSPENDED

CEILING SYSTEM

PARTITION AS

SCHEDULED

CONTROL JOINT,

BOTH SIDES

CONTROL JOINT IN

GWB PARTITION

1/2" MAX

1HR FIRE RATED

WHI-647-3024

MAX

24'-0”

PARTITION AS

SCHEDULED

CONTROL JOINT,

BOTH SIDES

CONTROL JOINT IN 1 HR

FIRE RATED PARTITION

1/2" MAX

MAX

24'-0”

1 1/2"

2 LAYERS OF 5/8" GWB

2HR FIRE RATED

WHI-651-0318.1

PARTITION AS

SCHEDULED

CONTROL JOINT,

BOTH SIDES

CONTROL JOINT IN 2 HR

FIRE RATED PARTITION

1/2" MAX

MAX

24'-0”

1 1/2"

2 LAYERS OF 5/8" GWB

MAX

24'-0”MAX

24'-0”

CONTROL JOINT AT PARTITION INTERSECTION OR

CHANGE IN CONSTRUCTION

1/2" MAX

CONCRETE, MASONRY OR

STEEL CHANGE IN

CONSTRUCTION

ADDITIONAL NOTES:

1. BUILDING CODE REQUIRES THAT "SMOKE

PARTITIONS" BE SEALED TO STRUCTURE AS

INDICATED TO SUCCESSFULLY "LIMIT THE PASSAGE

OF SMOKE".

2. CONDITIONS INDICATED TO SHOW DESIGN INTENT,

AND NOT INTENDED TO BE PROPRIETARY.

CONTRACTOR MAY EMPLOY SIMILAR UL-APPROVED

CONTROL JOINTS DESIGNS THAT ARE APPROPRIATE

FOR THE SPECIFIC CONDITION. JOINTS TO BE SIZED

TO ACCOMMODATE MOVEMENT CAPABILITIES OF

FIRESTOP ASSEMBLY.

PARTITION AS

SCHEDULED

LC-BEAD

SEALANT, REF

SPECS FOR TYPE

CONTROL JOINT IN PARTITION AT

NON-EXPOSED EDGE

CHANGE IN

CONSTRUCTION

1/2" MAX

CONTROL JOINT IN GYPSUM

BOARD CEILING

MAX

24'-0”

MAX

24'-0”

1/2" MAX

DOUBLE 30 MIL

3 5/8" OR 6" METAL STUDS

30 MIL MIN METAL TRACK

30 MIL MIN METAL TRACK

30 MIL CLIP ANGLE

FOR 3 5/8" STUDS. 1 1/2" x 5" FOR 6" STUDS

30 MIL CLIP ANGLE

FOR 3 5/8" STUDS. 1 1/2" x 5" FOR 6" STUDS

30 MIL MIN METAL TRACK

30 MIL CLIP ANGLE

FOR 3 5/8" STUDS. 1 1/2" x 5" FOR 6" STUDS

1" X 30 MIL METAL STRAP

PLATES AT 3'-6" OC EA

SIDE

30 MIL MIN METAL TRACK

AT FLOOR

DOUBLE 30 MIL

METAL STUDS

30 MIL MIN METAL SILL

TRACK BELOW

30 MIL CLIP ANGLE

FOR 3 5/8" STUDS. 1 1/2" x 5" FOR 6" STUDS

3 LAYERS OF 5/8" GWB AT

HORIZONTAL PLANE

MECHANICAL

DUCTWORK

LINE OF STRUCTURE

REF PLAN

R E

F M

E C

H A

N

IC

A L

5" M

IN

RATING INFORMATION:

FIRE RATING - 2 HOUR TEST:

U.L. Design No. 411

PEI AER-09038

WHI-495-PSH 0154/0167

SEALANT BOTH SIDES

SHAFTWALL

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:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

TRIPLE C THE A&E GROUP

4830 W. Kennedy Blvd. Suite 600 Tampa, FL 33609

(813) 261 1023

MAT PERKINS

09.26.2022

B

IM

/5

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C o n s tr u c t R e n o v a ti o n a n d A d d it io n t o

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A-722

ARCHITECTURAL PARTITION FRAMING DETAILS 520-331

JACC-2F

09.26.2022 M. PERKINS C. LOWERY

ISSUED FOR

CONSTRUCTION

CONSTRUCT ADDITION AND

RENOVATIONS TO JACC

790 Veterans Way, Pensacola, FL 32503

3" = 1'-0"D10 KNEE WALL

3" = 1'-0"D2 DOOR OPENING HEADER

3" = 1'-0"D7 DOOR OPENING JAMB STUDS

NTSF8

METAL BACKING DETAILS

FOR ACCESSORIES AND EQUIP.

1/4" = 1'-0"F2 TYPICAL PARTITION INTERIOR FRAMING

1 1/2" = 1'-0"C7 RATED PARTITION WITH OFFSET

1 1/2" = 1'-0"A10

2 HOUR HORIZONTAL ENCLOSURE

AT BOTTOM OF SHAFT

1 1/2" = 1'-0"A8

2 HOUR HORIZONTAL ENCLOSURE

AT DUCTWORK

3" = 1'-0"C4 TYPICAL GYPSUM WALLBOARD PRIORITY DETAILS

1 1/2" = 1'-0"C2 WALL RECESS DETAIL

3" = 1'-0"E2 GYPSUM WALLBOARD CONTROL JOINT DETAILS

3" = 1'-0"D3

DOUBLE DOOR

LARGE OPENING HEADER

3" = 1'-0"D5 OPENING HEADER

3" = 1'-0"D8 LARGE OPENING JAMB STUDS

1 1/2" = 1'-0"A7

2 HOUR HORIZONTAL ENCLOSURE

AT TOP OF SHAFT

NEED TO ASSURE THAT NO LIVE LOAD IS

PLACED ON TOP OF THIS ASSEMBLY AS

IT IS NOT DESIGNED TO CARRY ANY.

NOTE: LOCATE FLUSH ACTIVATION ON WIDE SIDE AT ALL TOILETS - LOCATE FLUSH VALVE BENEATH ADJACENT GRAB BARS. LAYOUTS BASED ON WALL HUNG TOILETS.

STANDARD LAYOUTS SCALE: 1/4" = 1' - 0"

STANDARD MOUNTING DIAGRAMS

1B

4" MAX

AT FEMALE

TOILET ONLY

O F

W E

T W

A

LL

6' -1

T

O F

IN

IS

H

S1

ACCESSIBLE STALL

PLAN DESIGNATION S1

STANDARD STALL

PLAN DESIGNATION S4

S2

END OF ROW

ACCESSIBLE STALL

PLAN DESIGNATION S2

AT FEMALE

TOILET ONLY

F

IN

IS

H

O F

W E

T W

A

LL

6' -1

4"

M A

X

S4

F

IN

IS

H

O F

W E

T W

A

LL

6' -1

3'-6"

STANDARD

URINAL

PLAN DESIGNATION U1

PLAN DESIGNATION U2

AT ACCESSIBLE

30"x48" CLEAR

FLOOR SPACE

AT U2

U1

U2

1' -9

1' -9

REFER PLAN

A C

C E

S S

IB

LE

L A

V

4'

(3 '-2

M

IN

3'

M A

X

A T

FINISH

FLOOR

SECTION

LAV

COUNTER

MIRROR

LAVATORY

SUPPORT

INSULATE

PIPING

1'-6"

MIN

2'-6" 1'-6"

MIN

2'-6" 1'-6"

2' -0

/4

L1

30" X 48" CLEAR

FLOOR SPACE

PLAN

C

LR

O P

N G

D O

O R

(3 4"

M

IN

CLR OPNG)

34" DOOR

(32" MIN.

EQ EQ

EQ EQ

1'-6"

5'-7" FIN TO FIN 5'-7" FIN TO FIN

C

LE

A R

2' -3

M

IN

MAX

1'-7"

M A

X 2'

-1 0"

2' -1

0"

TOILET ACCESSORY MOUNTING DIAGRAM SCALE: 1/4" = 1'-0"

1. ACCESSORIES LISTED MAY HAVE GAPS IN ALPHA-NUMERIC LISTING.

2. ACCESSORIES CAN APPEAR ON FLOOR PLANS OR INTERIOR ELEVATIONS.

3. SOME ACCESSORIES SHOWN ON THIS SHEET MAY NOT BE USED IN THE PROJECT.

REFER TO SPECIFICATION SECTION 10 28 00

4. NOT ALL ACCESSORIES ARE CFCI. REFER TO SPECIFICATION SECTION 10 28 00

FOR TOILET AND BATH ACCESSORIES TO BE PROVIDED BY CONTRACTOR.

5. LOCATIONS OF ACCESSORIES NOT INCLUDED IN 10 28 00 BUT SHOWN ON FLOOR

PLANS AND INTERIOR ELEVATIONS ARE RECOMMNEDED LOCATIONS FOR OFCI OR

OFOI ITEMS.

FINISH FLOOR

TOILET

ACCESSORY

TYPE

MOUNTING DETAIL -

REFER TO SHEET

A-722/F8, UNO

DRAWING

DESIGNATION

P O

IN

T

3'

T O

D

IS

P E

N S

E

PAPER TOWEL

DISPENSER

7 SURFACE

MOUNTED

PAPER TOWEL

DISPENSER

7A RECESSED

LEADING

EDGE OF

TOILET

TOILET

TISSUE

DISPENSER

2 SURFACE MOUNTED

DOUBLE ROLL

WASTE

RECEPTACLE

SURFACE

MOUNTED

WASTE

RECEPTACLE

SEMI

RECESSED

8B

FEMININE NAPKIN

DISPOSAL (WOMEN'S

ONLY)

5 SURFACE

MOUNTED

SOAP

DISPENSER

9H 10 HOLDERS

ROBE

HOOK

1B SINGLE

ACCESSIBLE

T O

P E

D G

E 3'

-0

T O

T O

P E

D G

E 3'

-9

T O

T O

T O

P 2'

-6

6' -0

ROBE

HOOK

1A SINGLE

5' -6

U

N O

A C

C E

S S

IB

LE

4' -0

M

A X

. A T

MOP/BROOM

RACK

SHOWER

CURTAIN ROD,

CURTAIN &

HOOKS

11 SHOWER CURTAIN

ROD

11A SHOWER

CURTAIN

SOAP DISH

12 RECESSED

6' -8

M

IN

3' -4

11B CURTAIN

HOOKS

FINISH FLOOR

TOILET

ACCESSORY

TYPE

MOUNTING DETAIL -

REFER TO SHEET

A-722/F8, UNO

DRAWING

DESIGNATION

G54

A P

P R

O A

C H

M

IN

3'

-6

LA

T

C H

A P

P R

O A

C H

M

IN

4'

-0

O T

H E

R

LINE OF WALL

G541'-6"

1B

ADJACENT

STALL WALL

M

IN

1A

AT FEMALE

TOILET ONLY

WATER CLOSET

LAYOUTS

PLAN DESIGNATION WC1

AT FEMALE

TOILET ONLY

G541'-6"

TYPICAL ADA/ANSI

66" X 72"

TOILET

CLEAR

SPACE

STANDARD ACCESSIBLE LAVATORY LAYOUTS

PLAN DESIGNATION L2

1'-3" MIN.

2"

FRONT OF

LAV

ADJACENT TO WALL

2"

EDGE OF

MIRROR

9V

30" X 48"

LAVATORY CLEAR

SPACE

L2

2"

9V

2"

FLOATING ALONG WALL

REF. PLAN

LINE OF

CONTROLS

M A

X

1' -7

LAVATORY

SUPPORT

COAT HOOK/

RACK

A C

C E

S S

IB

LE

4' -0

M

A X

A T

1E CUSTOM OR

MULTIPLE

OF TOILET

8" FROM EDGE

2' -1

E D

G E

O F

T

LT

8" F

R O

M

E D

G E

O F

T

LT

8" F

R O

M

E D

G E

O F

T

LT

8" F

R O

M

E D

G E

O F

T

LT

8" F

R O

M

L2

R E

F P

LA

N

2' -2

M

IN

REF PLAN FOR EXTENT

OF WALL RETURN

SURFACE

MOUNTED

HORIZONTAL

WC1 = TYPICAL STAFF OR PUBLIC TOILET

SHOWER SEAT

C

17 WALL MOUNTED

BABY

CHANGING

STATION

21 HORIZONTAL

MOLDED HDPE

STAINLESS

STEEL

FRAMED

MIRROR

13T

T O

P O

F B

A R

4' -0

TOWEL BAR

16 18" LONG

1' -6

STAINLESS STEEL

SHELF

15 16" W X 6" D

4' -0

U

N O

B B B B

SPECIMEN

PASS BOX

TURNTABLE18

C O

N T

R O

L 4'

-0

M A

X T

O

HAND DRYER

SURFACE

MOUNTED

A

TO FIN

1'-3" MIN.

9V

30" X 48"

LAVATORY CLEAR

SPACE

L2

REF. PLAN

L2

9"9" 9"9"

9V

S E

C T

REF PLAN

STANDARD ACCESSIBLE

COUNTER MULTI-LAVATORY

PLAN DESIGNATION L1

3' -6

1'

-0

URINAL

MIN 60"

LONG

HOSE

HAND HELD SHOWER/

SHOWER HEAD

WALL HUNG TOILET

2 1/2"

SERVICE SINK

PARTITION

TYPE C

MOUNTING

TOILET OR

URINAL

PARTITION

1'

5" M

A X

T O

R

IM

A

T A

D A

4' -0

6' -6

1/

4"

T O

0"

F

LU

S H

H N

D L

M A

X T

O

F

LU

S H

H A

N D

LE

M

A X

T O

2' -0

FRONT SIDE

M A

X

SOAP

DISPENSER

9A COUNTER

MOUNTED

36" X 48" CLEAR

FLOOR SPACE

STAINLESS STEEL

FRAMED MIRROR

13 18" W X 36" H

SURFACE MOUNTED

24" W X 60" H

SURFACE MOUNTED

S U

R

FA

C E

3' -4

M

A X

T O

B .O

. R E

F L.

B

FEMININE NAPKIN/

TAMPON DISPENSER

(PUBLIC WOMEN'S

ONLY)

4 SEMI-RECESSED

1'-6"

66" X 72" TLT

CLR SPACE

MINIMUM TOILET DIMENSIONS

1'-3"

7'-7" MIN CLR

NOTE:

1. THE MINIMUM WET WALL DIMENSION IS APPLICABLE WHEN BOTH WATER

CLOSET AND LAVATORY ARE ON SAME WALL.

2. PROVIDE TA-1A AND TA-1B ON THE TOILET ROOM SIDE OF DOOR AT ALL

SINGLE TOILET ROOMS.

30" X 48" LAV

CLR SPACE

22 42 00

HSKP SINK

NOTE: VERIFY CLEAR DIMENSIONS

WITH SHOWER MANUFACTURER

T O

P O

F S

E A

T

-1 9"

T O

1'-6"

66" X 72" TLT

CLR SPACE

1' -3

7'-0 1/4" MIN CLR

30" X 48" LAV

CLR SPACE

T O

C .L

2'

-1 0"

REFER TO PLAN FOR LENGTH

AND CONFIGURATION

GRAB BAR

24"G24

36"G36

ACCESSIBLE TOILET OR

SHOWER L-SHAPED GRAB

BAR

T O

C .L

2'

-1 0”

54 X 42 -

NON-SLIP FINISH

G5442"G42

48"G48

CC

TYPICAL HAC ROOM

PAPER TOWEL

DISPENSERS/

DISPOSALS

6 SEMI RECESSED

TOILET ACCESSORY NOTES:

1C DOUBLE 1D DOUBLE

ACCESSIBLE

DIMENSION TO TOP

OF COIN SLOTS AND

HANDLES

3' -6

4' -0

C L

T O

W E

L S

LO

T

3' -6

C L

4' -0

M

A X

T O

W E

L S

LO

T

3' -6

CL

4' -0

M

A X

S O

A P

V A

LV

E

3' -6

4' -0

M

A X

9V SURFACE

MOUNTED

VERTICAL

9C SS COUNTER

MOUNTED W/

SENSOR

9D COUNTER

MOUNTED W/

SENSOR

10A HOLDERS,

HOOKS, SHELF

& ROD

12A SURFACE

MOUNTED

18" W X 36" H

SURFACE MOUNTED

TILTED FOR ABA

REQUIRMENTS

17A WALL MOUNTED

W/ SWING LEGS

17C CUSTOM

3' -4

3' -9

/4

DOOR18A

DIMENSION TO TOP OF

TABLE IN FOLD-DOWN

POSITION

2' -1

0"

22 VERTICAL

MOLDED HDPE

23 HORIZONTAL SS/

MOLDED HDPE

24 CHILD PROTECTION

SEAT

CENTER OVER

LAVATORY

22 40 00

TOILET

22 40 00

TOILET

2' -1

2' -4

T Y

P . U

.O .N

2'

-1 0"

C L

C L

1' -6

3'-6" 1'-0" 3'-0"

2' -1

0" C L

CL CL

CL

8"

1'-6"

CL

CL

1'-0"CL

27 52 23

NURSE CALL

2' -2

C L

3'-3"

CL

CL CL

WHEEL CHAIR

ACCESSIBLE

AMBULATORY

ACCESSIBLE

CLR.

3'-6"

1'-9"

CL

1' -2

WHEEL CHAIR

ACCESSIBLE

HORIZONTAL BABY

CHANGING STATION

EDGE OF

MIRROR

AMBULATORY

STALL

PLAN DESIGNATION S3

S3

F

IN

IS

H

O F

W E

T W

A

LL

6' -1

3'-6" CLR

EQ EQ

1B

AT FEMALE

TOILET ONLY

E D

G E

O F

T

LT

8" F

R O

M

LINE OF WALL

CLR OPNG)

36" DOOR

(34" MIN

G48

SH1

S E

A T

W A

LL

G56

C O

N T

R O

L W

A

LL

FIN TO FIN *

4'-0"

F

IN

T O

F

IN

4'

-0

G36

G42 G48 BOTH SIDES

22 40 00

TOILET

ACCESSIBLE TRANSFER

SHOWER L-SHAPED GRAB

BAR

T O

C .L

2'

-1 0”

30 X 18 -

NON-SLIP FINISH

G56

C

M

IN

FINISH FLOOR

JSN

JSN

CLR OPNG)

36" DOOR

(34" MIN

36"

A5150A5145A5145

1F BEHAVOR

HEALTH

A5140 A5200

CL

A5090M A5090 AXXXX A5080 A5081 F2017M F2017M A5075 A5175A5135 A5170A5082

SURFACE

MOUNTED,

HANDS FREE

7B

A5075M A5076 A5077

A1080A1066 A1067 A5205A5166 A5030 L1200 A4995 A5084 A5109 A5110 A5110

TOILET

SEAT

COVER

DISPENSER

26 RECESSED

A

26A SURFACE

MOUNTED

HAND

SANITIZER

DISPENSER

A

CL

V A

LV

E

SURFACE

MOUNTED

WET WALL

3'-3"

CL

1/

2" M

IN

SIDE STALL WALL

30"

3' -4

4' -0

M

A X

BA A A A A A A A A A AB A A

S

ID

E S

T A

LL

W

A

LL

4' -0

M

A X

36"

23 3/4" 26A

26A

NURSING DOUBLE

SWING UP GRAB

BARS

3'-0"

CL

G61

22 40 00

TOILET

30" SWING-UP GRAB BAR

30 FLIP UP GRAB BARG60

C

A5115

30…