Attachment B - 1689103_Design Revision 01_DWGS.pdf

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Attached to
NCIS Office Renovations at CEP-177
Solicitation number
N4008524R2737
Issued by

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The provided document is Attachment B - 1689103_Design Revision 01_DWGS.pdf, which appears to be technical drawings associated with the federal contract opportunity for NCIS Office Renovations at CEP-177, Solicitation Number N4008524R2737. This opportunity is being issued by the Department of the Navy Naval Facilities Engineering Command (NAVFAC). The solicitation requires contractors to provide design and construction services for office renovations. Key details include the solicitation number, contract title, federal agency involved, and instructions to login to the PIEE system to obtain more information about the opportunity. This document does not contain any specific requirements or performance information, but rather provides technical drawings that would be part of the solicitation package.

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DOOR NUMBER

(REFER TO DOOR SCHEDULE)

DOOR TAG

ARCHITECTURAL SYMBOLS

PARTITION TYPE DESIGNATION

(REFER TO PARTITION SCHEDULE)

PARTITION TYPE

INDICATOR

PARTITION IN PLAN

REFER TO SHEET GI002 FOR

ADDITIONAL PROJECT SYMBOLS

SIGNAGE TYPE MARK

(REFER TO SIGNAGE SCHEDULE)

SIGNAGE TYPE TAG1

MATERIALS LEGEND

CONCRETE MASONRY UNIT

CAST-IN-PLACE CONCRETE

STEEL

BATT/LOOSE FILL INSULATION

RIGID INSULATION

WOOD - ROUGH

WOOD BLOCKING

EIFS - PAINTED

CMU - PAINTED

SECTION ELEVATION

CMU - PAINTED - ACCENT

GLAZED BLOCK

GLAZING

SPANDREL GLAZING / STEEL PANEL

CONCRETE FOUNDATION

EARTH / COMPACT FILL

POROUS FILL / GRAVEL

ALUMINUM

BRICK

GYPSUM BOARD

PLYWOOD

SAND / MORTAR / PLASTER

ACOUSTICAL TILE CEILING

CERAMIC TILE

FINISHED WOOD

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

M

ID

-A T

LA

N

T

IC

N A

V A

L S

T A

T

IO

N

N O

R F

O L K

V

A

AS NOTED

/1

/2

:2

:0

A

M

C U s e rs

\e ri c .s u n d e rl a n d \D o c u m e n ts

\R E

V

IT

F ile s \C

E P

A

R e ri c .s u n d e rl a n d .r v t

A-001

B

LD

G C

E P

-1

N C

IS

O

F F

IC

E

R E

N O

V A

T

IO

N

A R

C H

IT

E

C

TU

R A

L N

O

TE

S A

N D

S Y

M B

O

LS

ALP

12,910,596

EJS EJS

05/30/2024

JUVY GIBSON, NCIS

ERIC SUNDERLAND, R.A.

1689103

N/A

N O

R F

O

LK

, V

IR

G

IN

IA

N

A V

A L

S T

A T

IO

N

N O

R F

O

LK

J. C. MILLER, P.E.

ALP

M

ID

L A

N T

P

W D

N O

R F

O L K

A -0

A ALL ITEMS INDICATED TO BE REMOVED MUST BE DISPOSED OF OFF SITE

UNLESS OTHERWISE NOTED.

B ALL MATERIALS MUST BE NEW AND PROVIDED BY THE CONTRACTOR UNLESS

SPECIFICALLY NOTED AS EXISTING OR AS PROVIDED BY THE GOVERNMENT.

C ALL WOOD BLOCKING AND MISCELLANEOUS STEEL SHOWN IN DETAILS AND

SECTIONS MUST BE CONTINUOUS UNLESS SPECIFICALLY NOTED

OTHERWISE.

D VERIFY ALL FIELD CONDITIONS AND DIMENSIONS PRIOR TO PROCEEDING

WITH THE WORK. DIMENSIONS FOR EXISTING WORK ARE INDICATED AS "±".

ALL DISCREPANCIES MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF

THE CONTRACTING OFFICER IN WRITING.

E DEMOLITION OF FIRE PROTECTION, PLUMBING, MECHANICAL AND

ELECTRICAL ITEMS INDICATED ON THE ARCHITECTURAL DRAWINGS IS NOT

INTENDED TO INCLUDE ALL NECESSARY DEMOLITION WORK FOR THESE

ITEMS. REFER TO FIRE PROTECTION, PLUMBING, MECHANICAL AND

ELECTRICAL DEMOLITION DRAWINGS FOR ADDITIONAL INFORMATION.

F DIMENSIONS INDICATED FOR NEW WORK ARE TO FACE OF STUD, FACE OF

MASONRY OR FACE OF EXISTING SURFACES UNLESS OTHERWISE NOTED.

G STUDY AND COMPARE THE CONTRACT DOCUMENTS WITH EACH OTHER, AND

AT ONCE, REPORT TO THE ARCHITECT ANY ERRORS AND INCONSISTENCIES

OR OMISSIONS DISCOVERED. ANY CONSTRUCTION ACTIVITY PERFORMED

KNOWING IT INVOLVES A RECOGNIZED ERROR, INCONSISTENCY OR

OMISSION IN THE CONTRACT DOCUMENTS WITHOUT SUCH NOTICE TO THE

ARCHITECT, THE CONTRACTOR WILL ASSUME RESPONSIBILITY FOR SUCH

PERFORMANCE AND WILL BEAR THE AMOUNT OF THE COST OF THE

CONSTRUCTION.

SF SQUARE FOOT

SH SHINGLES / SINGLE HUNG

SIM SIMILAR

SPC SUSPENDED PLASTER CEILING

SPEC SPECIFICATION

SQ SQUARE

STD STANDARD

STOR STORAGE

STR STRAIGHT STRIKE / STRINGERS

SUSP SUSPENDED

T&B TOP AND BOTTOM

TEL TELEPHONE

THRES THRESHOLD

THRU THROUGH

TOS TOP OF SLAB / STEEL

TYP TYPICAL

UON UNLESS OTHERWISE NOTED

V VOLT

VAR VARIATION

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VENT VENTILATION / VENTILATOR

VERT VERTICAL

VEST VESTIBULE

VS VENT STACK

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

W WASTE / WATT / WEST / WIDE

W/ WITH

W/O WITHOUT

WC WATER CLOSET / WALL COVERING

WD WOOD

WH WATER HEATER

WP WATERPROOFING / WEATHERPROOF / WORKING

POINT

WSCT WAINSCOT

WT WEIGHT

WWF WELDED WIRE FABRIC

XRMR TRANSFORMER

NTS NOT TO SCALE

OA OUTSIDE AIR

OC ON CENTER

OD OUTSIDE DIAMETER / DIMENSION

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPT OPTIONAL

PCT PERCENT

PEJ PREMOLDED EXPANSION JOINT

PL PROPERTY LINE

PLAS PLASTER / PLASTIC

PLYWD PLYWOOD

PNL PANEL

PRELIM PRELIMINARY

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT

QT QUARRY TILE

R RADUIS / RISER

RA RETURN AIR

RAD RETURN AIR DUCT

RB RESILIENT BASE

RD ROOF DRAIN / ROAD

REFL REFLECT

REFR REFRIGERATION

REINF REINFORCE

REQD REQUIRED

REV REVISION

RF RESILIENT FLOORING

RL ROOF LEADER

RM ROOM

RND ROUND

RO ROUGH OPENING

RS ROUGH SAWN

RT RIGHT

S SOUTH

SAPC SUSPENDED ACOUSTICAL PANEL CEILING

SCHED SCHEDULE

SECT SECTION

FTG FOOTING

GA GAUGE

GALV GALVANIZED

GFCI GOVERNMENT FURNISHED CONTRACTOR INSTALLED

GFGI GOVERNMENT FURNISHED GOVERNMENT INSTALLED

GL GLASS / GROUND LEVEL

GR GROSS

GSU GLAZED STRUCTURAL UNIT

GYP GYPSUM

H HIGH

HB HOSE BIB

HDW HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HT HEIGHT

HVY HEAVY

ID INSIDE DIAMETER

INSUL INSULATION / INSULATED

INT INTERIOR

J-BOX JUNCTION BOX

JAN JANITOR CLOSET

LAV LAVATORY

LB POUND

LT LIGHT

MACH MACHINE

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFG MANUFACTURING

MIN MINIMUM / MINUTE

MISC MISCELLANEOUS

ML MATCH LINE

MO MASONRY OPENING / MOTOR OPERATED

MTD MOUNTED

MTG MOUNTING / MEETING

MTL METAL

MWP MEMBRANE WATERPROOFING

N NORTH

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

CPT CARPET / COMMON PATH OF TRAVEL

CT CERAMIC TILE

CTR CENTER

D DEPTH / DEEP

DEG DEGREE

DEMO DEMOLITION

DET DETAIL

DIA DIAMETER

DIM DIMENSION

DR DRAIN

DS DOWNSPOUT

DW DISHWASHER

DWG DRAWING

E EAST

EA EACH

EIFS EXTERIOR INSULATION & FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC / ELECTRICAL

EPDM ETHLENE PROPYLENE DIEN MONOMER

EQ EQUAL

EQUIP EQUIPMENT

ETR EXISTING TO REMAIN

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION / EXPOSED / EXPAND

EXT EXTERIOR

FD FLOOR DRAIN

FDTN FOUNDATION

FF FINISH FACE

FG FIGURE

FHC FIRE HOUSE CABINET

FIN FLR FINISHED FLOOR

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUB / FACE OF SLAB

FR FRAME / FIRE RATING / FIRE RESISTANT

FT FOOT, FEET

AB ANCHOR BOLT

ACS PNL ACCESS PANEL

ADJ ADJUST

ALT ALTERNATE, ALTITUDE

ALUM ALUMINUM

ANOD ANODIZED

APPROX APPROXIMATE

ARCH ARCHITECT

ASPH ASPHALT

ATC ACOUSTICAL TILE CEILING

BD BOARD

BLDG BUILDING

BLW BELOW

BM BEAM

BOS BOTTOM OF SLAB / STEEL

BOT BOTTOM

BRG BEARING

BSMT BASEMENT

BTWN BETWEEN

C TO C CENTER TO CENTER

CAB CABINET

CEM CEMENT

CER CERAMIC

CI CAST IRON

CIP CAST IRON PIPE

CJ CONTROL / CONSTRUCTION JOINT

CLG CEILING

CLG REG CEILING REGISTER

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CND CONDUIT

CNDS CONDENSATE

CNSTR CONSTRUCTION

CNTR CNTR

CO CLEANOUT

COL COLUMN

CONC CONCRETE

CONN CONNECT

CONT CONTINUE / CONTINUOUS

CORR CORRIDOR

ARCHITECTURAL ABBREVIATIONS

GENERAL ARCHITECTURAL NOTES

S Y

M D

E S

C R

IP

T

I O N

D A

T E

A P

P R

D

E S

I G N

R E

V

IS

IO

N

/1

4/

8/14/24

REF

NIC

C

A

B

2 3 4 5

VAULT /

FORENSICS

LAB

GARAGE

IT LAB

RECEPTION

RM

FORENSIC

CONSULT

114 DARK RM

MEN'S

TOILET

WOMEN'S

TOILET

ENTRY

VESTIBULE

CORRIDOR

ADMIN

OFFICE

FILE RM

101B

PRINTER

RM

101C

CORRIDOR

SSA

OFFICE

101A

OFFICE

CONF RM

STORAGE

RM

SERVER

RM

OFFICE

INTERVIEW

RM

D

E

19'-3 1/2" ± 16'-8" ± 20'-1 5/8" ±

153'-9" ±

'-2

/2

'-9

/2

5'

-1

1/ 2"

'-5

/2

'-0

'-4

'-4

59'-1" ± 94'-8" ±

'-1

3/

4"

'-5

/4

AD402

B1

'-1

3/

4"

'-8

/4

'-5

/4

1' -8

/8

'-2

/4

'-8

/4

BASE TOUR OFFICE

10 35

B3

AD201

C1

AD201

D1

AD201

B1

AD201

3/

4"

18'-6 1/4" ±15'-6" ±

4'-5" ±

22'-2" ±

5'-1 1/2" ±

31'-7 1/2" ± 28'-1" ± 6'-0 1/2 ±

18'-4" ±

18'-4" ± 16'-0 1/4" ± 9'-1 1/2" ± 13'-3 3/4" ±

'-3

/2

'-6

'-4

/4

4' -0

/4

3'-0"±

'-4

AD401

B1

6'-9 3/8"±6'-9 3/8"±

'-9

/4

11'-10 1/2"± 14'-4"±

4' -6

8'

-9

15'-5"±10'-3 1/2"±

7'-2 1/4"± 4'-8 1/4"±

AD402

A1

AD401

A1

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

M

ID

-A T

LA

N

T

IC

N A

V A

L S

T A

T

IO

N

N O

R F

O L K

V

A

AS NOTED

/1

/2

:2

:1

A

M

C U s e rs

\e ri c .s u n d e rl a n d \D o c u m e n ts

\R E

V

IT

F ile s \C

E P

A

R e ri c .s u n d e rl a n d .r v t

AD101

B

LD

G C

E P

-1

N C

IS

O

F F

IC

E

R E

N O

V A

T

IO

N

O V

E R

A

LL

F

LO

O R

P

LA

N

D E

M O

LI

TI

O N

ALP

12,910,597

EJS EJS

05/30/2024

JUVY GIBSON, NCIS

ERIC SUNDERLAND, R.A.

1689103

N/A

N O

R F

O

LK

, V

IR

G

IN

IA

N

A V

A L

S T

A T

IO

N

N O

R F

O

LK

J. C. MILLER, P.E.

ALP

M

ID

L A

N T

P

W D

N O

R F

O L K

A D

GENERAL SHEET NOTES

DEMOLITION KEYNOTES#

0 4' 8' 16'

PLAN

NORTH

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

OVERALL FLOOR PLAN - DEMOLITION

B1

KEYPLAN

PLAN

NORTH

A REFER TO SHEET GI002 FOR ADDITIONAL GENERAL PROJECT NOTES.

B THE GENERAL INTENT OF DEMOLTION WORK IS TO COMPLETELY REMOVE

ALL ITEMS OF EXISTING CONSTRUCTION, WHERE NOTED OR INDICATED,

INCLUDING BUT NOT LIMITED TO: ANCHORS, FASTENERS, BRACKETS, CLIPS,

RODS, HANGERS, AND SUPPORTS COMPLETE.

C DIMENSIONS OF EXISTING CONDITIONS ARE BASED ON HISTORIC

DOCUMENTATION AND FIELD INVESTIGATIONS. VERIFY ALL DIMENSIONS AND

CONDITIONS IN THE FIELD PRIOR TO PERFORMING ANY WORK. BRING

DISCREPANCIES TO THE ATTENTION OF THE CONTRACTING OFFICER PRIOR

TO PERFORMING THE WORK.

D REFER TO FIRE PROTECTION, PLUMBING, MECHANICAL, AND ELECTRICAL

DRAWINGS FOR ADDITIONAL INFORMATION.

E COORDINATE DEMOLITION WORK SHOWN HERE WITH HAZARDOUS MATERIAL

ABATEMENT WORK ON DRAWING HM101. ASSUME ALL ELEMENTS IDENTIFIED

WITH DEMOLITION LINE WORK BUT NOT NOTED ON THIS SHEET ARE WORK

ITEMS ASSOCIATED HAZMAT ABATEMENT.

1 DEMOLISH EXISTING PARTITION COMPLETE.

2 DEMOLISH EXISTING DOOR, FRAME, AND HDW COMPLETE.

3 DEMOLISH EXISTING DOUBLE DOORS, FRAME, AND HDW COMPLETE.

4 EXISTING DOOR, FRAME, AND HDW TO REMAIN.

5 EXISTING DOUBLE DOORS, FRAME, AND HDW TO REMAIN.

6 EXISTING COILING OVERHEAD DOOR TO REMAIN. REFER TO DOOR SCHEDULE

ON AE601 FOR ADDITIONAL REQUIREMENTS.

7 DEMOLISH BASE AND WALL CABINETS AND COUNTERTOP COMPLETE.

8 DEMOLISH CARPET FLOORING, RESILIENT WALL BASE, AND ASSOCIATED

ADHESIVE COMPLETE TO CONCRETE SUBSTRATE BELOW.

9 DEMOLISH RESILIENT TILE FLOORING, RESILIENT WALL BASE, AND

ASSOCIATED ADHESIVE COMPELTE.

10 EXISTING SEALED CONCRETE FLOOR FINISH TO REMAIN..

NCIS

OFFICE

BASE

TOUR

S Y

M D

E S

C R

IP

T

I O N

D A

T E

A P

P R

D

E S

I G N

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N

/1

4/ amanda.pillo Typewritten Text

C

A

B

2 3 4 5

D

E

114 116

101A

110 108 100

HD

UN

UN

101B 101C

(9'-7"±)

(9'-11"±)

(9'-11"±)

(8'-11"±)

(9'-11"±)

(8'-6"±)(8'-6"±)

(9'-0"±)

(9'-0"±)

(8'-6"±)

(9'-0"±) (9'-0"±) (8'-9"±)

(8'-7"±)

(8'-5"±)

(8'-8"±)

(8'-7"±)

(8'-6"±)

(12'-8"±)

(9'-0"±)

(8'-6"±) M

M

M

M

M

M

M

M

M

M

M

BASE TOUR OFFICE

REFLECTED CEILING PLAN LEGEND

SYMBOL DESCRIPTION

SUSPENDED ACT CEILING ASSEMBLY.

LIGHT FIXTURE.

REFER TO ELECTRICAL DRAWINGS.

EMERGENCY LIGHT FIXTURE.

REFER TO ELECTRICAL DRAWINGS.

CEILING SUPPLY DIFFUSER.

REFER TO MECHANICAL DRAWINGS.

CEILING RETURN OR EXHAUST.

REFER TO MECHANICAL DRAWINGS.

NO CEILING - EXPOSED TO ROOF DECK ABOVE.

GYPSUM BOARD CEILING.

BASE TOUR AREA CEILINGS ARE ACT-TYPE AND EXISTING

TO REMAIN (GRIDS NOT SHOWN FOR CLARITY).

HORN/STROBE.

REFER TO FIRE PROTECTION DRAWINGS.

EXIT LUMINAIRE.

REFER TO ELECTRICAL DRAWINGS.

MOTION SENSOR.

REFER TO ELECTRICAL DRAWINGS.

FINISHED CEILING HEIGHT ABOVE FINISHED FLOOR(X'-X")

SPRINKLER HEAD.

REFER TO FIRE PROTECTION DRAWINGS.

SYMBOL DESCRIPTION

UN

M

SMOKE DETECTOR.

REFER TO FIRE PROTECTION DRAWINGS.

CLEAR/UNCLEAR SECURITY STROBE.

REFER TO ELECTRICAL DRAWINGS.

EMERGENCY BATTERY POWERED LIGHT FIXTURE.

REFER TO ELECTRICAL DRAWINGS.

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

M

ID

-A T

LA

N

T

IC

N A

V A

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T A

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IO

N

N O

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O L K

V

A

AS NOTED

/1

/2

:2

:1

A

M

C U s e rs

\e ri c .s u n d e rl a n d \D o c u m e n ts

\R E

V

IT

F ile s \C

E P

A

R e ri c .s u n d e rl a n d .r v t

AD102

B

LD

G C

E P

-1

N C

IS

O

F F

IC

E

R E

N O

V A

T

IO

N

O V

E R

A

LL

R E

F

LE

C

TE

D C

E

IL

IN

G

P

LA

N

D E

M O

LI

TI

O N

ALP

12,910,598

EJS EJS

05/30/2024

JUVY GIBSON, NCIS

ERIC SUNDERLAND, R.A.

1689103

N/A

N O

R F

O

LK

, V

IR

G

IN

IA

N

A V

A L

S T

A T

IO

N

N O

R F

O

LK

J. C. MILLER, P.E.

ALP

M

ID

L A

N T

P

W D

N O

R F

O L K

A D

GENERAL SHEET NOTES

DEMOLITION KEYNOTES#

0 4' 8' 16'

PLAN

NORTH

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

REFLECTED CEILING PLAN - DEMOLITION

B1

KEYPLAN

PLAN

NORTH

1 DEMOLISH SUSPENDED ACOUSTICAL CEILING TILE, GRID, SUSPENSION

SYSTEM, AND LOOSE LAID CEILING INSULATION OVERHEAD COMPLETE.

2 DEMOLISH GYPSUM BOARD CEILING, SUPPORTS, AND LOOSE LAID

INSULATION OVERHEAD COMPLETE.

3 NO CEILING, EXPOSED TO STRUCTURE ABOVE.

4 BASE TOUR AREA CEILINGS ARE OUTSIDE THE PRIMARY AREA OF WORK.

REMOVE, SALVAGE, AND REINSTALL CEILING TILES AS REQUIRED TO

COMPLETE FA WORK. REFER TO FIRE PROTECTION FOR ADDITIONAL

INFORMATION.

A REFER TO SHEET GI002 FOR ADDITIONAL GENERAL PROJECT NOTES.

B THE GENERAL INTENT OF DEMOLTION WORK IS TO COMPLETELY REMOVE

ALL ITEMS OF EXISTING CONSTRUCTION, WHERE NOTED OR INDICATED,

INCLUDING BUT NOT LIMITED TO: ANCHORS, FASTENERS, BRACKETS, CLIPS,

RODS, HANGERS, AND SUPPORTS COMPLETE.

C REFER TO FIRE PROTECTION, PLUMBING, MECHANICAL, AND ELECTRICAL

DRAWINGS FOR ADDITIONAL INFORMATION.

D THERE IS EVIDENCE OF LOOSE LAID FIBERGLASS BATT INSULATION ABOVE

ALL CEILING TILES IN EXISTING ACT CEILING AREAS.

NCIS

OFFICE

BASE

TOUR

S Y

M D

E S

C R

IP

T

I O N

D A

T E

A P

P R

D

E S

I G N

R E

V

IS

IO

N

/1

4/

FIRST FLOOR

0"

LOW ROOF - WEST BAY

12'-7"

TOP OF CANOPY

14'-0"

TOP OF PARAPET - EAST BAY

16'-4"

5 6

NCIS OFFICE

59'-1" ±

NCIS OFFICE

93'-4" ± 1'-4" ±

16 16

1 1

TYP

TYP

334336

17 17

C1

AE502 1

FIRST FLOOR

0"

LOW ROOF - WEST BAY

12'-7"

5 6

NCIS OFFICE

59'-1" ±

BASE TOUR OFFICE - N.I.C.

94'-8" ±

3 79 6

NAVAL STATION TOURS

FIRST FLOOR

0"

LOW ROOF - WEST BAY

12'-7"

C A

NCIS OFFICE

44'-0" ±

TYP

6 36

FIRST FLOOR

0"

TOP OF CANOPY

14'-0"

TOP OF PARAPET - EAST BAY

16'-4"

A E

NCIS OFFICE

24'-10 3/4" ±

BASE TOUR OFFICE - NIC

35'-5 1/4" ±

1' -0

NAVAL STATION TOURS

ELEVATION LEGEND

SYMBOL DESCRIPTION

EXISTING COATING TO BE REMOVED

EXISTING OVERHEAD DOOR COATING TO BE REMOVED

EXISTING EXTERIOR COATING TO REMAIN, NIC

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

M

ID

-A T

LA

N

T

IC

N A

V A

L S

T A

T

IO

N

N O

R F

O L K

V

A

AS NOTED

/1

/2

:2

:2

A

M

C U s e rs

\e ri c .s u n d e rl a n d \D o c u m e n ts

\R E

V

IT

F ile s \C

E P

A

R e ri c .s u n d e rl a n d .r v t

AD201

B

LD

G C

E P

-1

N C

IS

O

F F

IC

E

R E

N O

V A

T

IO

N

B U

IL

D

IN

G

E

LE

V A

TI

O

N S

D

E M

O

LI

TI

O

N

ALP

12,910,600

EJS EJS

05/30/2024

JUVY GIBSON, NCIS

ERIC SUNDERLAND, R.A.

1689103

N/A

N O

R F

O

LK

, V

IR

G

IN

IA

N

A V

A L

S T

A T

IO

N

N O

R F

O

LK

J. C. MILLER, P.E.

ALP

M

ID

L A

N T

P

W D

N O

R F

O L K

A D

0 4' 8' 16'SCALE: 1/8" = 1'-0" (AD101)

BUILDING ELEVATION - SOUTH - DEMOLITION

C1

0 4' 8' 16'SCALE: 1/8" = 1'-0" (AD101)

BUILDING ELEVATION - NORTH - DEMOLITION

D1

0 4' 8' 16'SCALE: 1/8" = 1'-0" (AD101)

BUILDING ELEVATION - WEST - DEMOLITION

B30 4' 8' 16'SCALE: 1/8" = 1'-0" (AD101)

BUILDING ELEVATION - EAST - DEMOLITION

B1

GENERAL SHEET NOTES

DEMOLITION KEYNOTES#

A REFER TO SHEET GI002 FOR ADDITIONAL GENERAL NOTES.

B EXISTING EXTERIOR WALL COATING IS SUSPECTED OF CONTAINING

LEAD-BASED PAINT. ALL DEMOLITION WORK ASSOCIATED WITH REMOVAL OF

THIS COATING MUST TREATED AS A HAZARDOUS MATERIAL AND ABATED

ACCORDINGLY. REFER TO SHEET HM101 FOR ADDITIONAL REQUIREMENTS

AND ASSUMED QUANTITIES.

C THE WORK INCLUDES THE DEMOLITION AND REMOVAL OF ALL

CONSTRUCTION INDICATED, NOTED, OR NECESSARY TO ACCOMPLISH THE

WORK AS INDICATED OR SPECIFIED. IT IS THE GENERAL INTENT OF THE

DEMOLITIOIN WORK TO COMPLETELY REMOVE ALL ITEMS OF EXISTING

CONSTRUCTION, WHERE NOTED OR INDICATED ON THE DRAWING,

INCLUDING, BUT NOT LIMITED TO: ANCHORS, FASTENERS, BRACKETS, CLIPS,

RODS, HANGERS, AND SUPPORTS COMPLETE.

D FOR CLARITY PURPOSES, SOME WALL MOUNTED EQUIPMENT & FIXTURES

ARE NOT SHOWN (CONDUITS, JUNCTION BOXES, OUTLETS, GROUNDING

WIRE, ETC.). FIELD VERIFY ALL LOCATIONS. REFER TO REFERENCE PHOTO

SHEETS FOR VISUAL REPRESENTATION OF EXISTING EQUIPMENT AND

CONDITIONS.

E WHERE WALL MOUNTED EQUIPMENT AND FIXTURES ARE SET TO BE

DEMOLISHED, PATCH ALL REMAINING ABANDONED WALL

OPENINGS/PENETRATIONS WHERE EQUIPMENT IS REMOVED. FOR BIDDING

PURPOSES, ASSUME THE FOLLOWING WALL PATCH REQUIREMENTS:

A. 20 EA CMU OPENINGS UP TO 4 SQUARE IN

B. 20 EA CMU OPENINGS UP TO 2 SQUARE IN

C. 20 EA CMU OPENINGS UP TO 1 SQUARE IN

F BUILDING ELEVATIONS, INCLUDING EQUIPMENT SHOWN ON THE ELEVATIONS,

ARE A VISUAL REPRESENTATION OF THE CONDITION OF THE BUILDING AT

THE TIME FIELD WORK WAS CONDUCTED. VERIFY ALL DIMENSIONS AND

CONDITIONS IN THE FIELD PRIOR TO PERFORMING ANY WORK. BRING ANY

DISCREPANCIES TO THE ATTENTION OF THE CONTRACTING OFFICER PRIOR

TO PERFORMING ANY WORK.

G FOR WALL INFILL LOCATIONS INDICATED ON THIS SHEET, INFILL WALL WITH

UNITS TO MATCH SIZE AND COURSING OF EXISTING ADJACENT EXTERIOR

CMU AND JOINTS. EXISTING EXTERIOR CMU WALL IS CONSTRUCTED OF 8" X

8" X 16" CMU BLOCKS.

1 REMOVE AND SALVAGE 3" X 4" DOWNSPOUT FOR REINSTALLATION.

2 EXISTING MASONRY WALL CONSTRUCTION TO REMAIN. SCRAPE TO REMOVE

LOOSE EXTERIOR PAINT COATING AND REPOINT DAMAGED CMU JOINTS IN

PREPARATION FOR NEW EXTERIOR WATERPROOFING COATING. FOR

BIDDING PURPOSES, ASSUME 100 LF OF CMU JOINT REPAIRS.

3 DISCONNECT, REMOVE, AND SALVAGE EXISTING EXTERIOR LIGHT FIXTURE

FOR REINSTALLATION.

4 DISCONNECT AND REMOVE EXISTING EXTERIOR LIGHT FIXTURE.

5 DEMOLISH 1/2" CMU EXPANSION JOINT COMPLETE.

6 REMOVE AND SALVAGE 5" X 5" ALUMINUM GUTTER FOR REINSTALLATION.

7 SCRAPE TO REMOVE LOOSE PAINT ON BOTH SIDES OF METAL COILING

OVERHEAD DOOR IN PREPRARATION FOR NEW PAINT COATING.

8 EXISTING BOLLARDS TO REMAIN, N.I.C.

9 REMOVE THRU-WALL POWERED VENTILATOR EXHAUST EQUIPMENT

COMPLETE, AND INFILL RESULTANT OPENING IN EXTERIOR CMU WALL.

10 EXISTING EXTERIOR FACILITY ELEMENTS TO REMAIN, NIC.

11 REMOVE AND SALVAGE EXISTING METAL SIGN FOR REINSTALLATION.

12 EXISTING BOLLARDS TO REMAIN, NIC.

13 DEMOLISH ABANDONED THRU-WALL VENT COMPLETE, AND INFILL

RESULTANT OPENING IN EXTERIOR CMU WALL.

14 EXISTING WALL MOUNTED EQUIPMENT TO REMAIN.

15 REMOVE AND SALVAGE ±8" TALL METAL COPING AS REQUIRED TO REMOVE

WALL COATING TO TOP OF MASONRY COURSING.

16 DEMOLISH INSULATED METAL DUCTWORK COMPLETE TO THRU-WALL

OPENING, AND INFILL RESULTANT OPENING IN EXTERIOR CMU WALL.

17 DEMOLISH EXISTING DOOR, FRAME, AND HDW COMPLETE.

18 DEMOLISH 3/8" CMU CONTROL JOINT COMPLETE.

19 REMOVE AND SALVAGE EXTERIOR ROOF ACCESS LADDER ASSEMBLY FOR

REINSTALLATION.

20 DISCONNECT, REMOVE, AND SALVAGE EXISTING WALL-MOUNTED

MECHANICAL EQUIPMENT, WALL SUPPORT BRACKETS, AND ASSOCIATED

APPURTENANCES FOR REINSTALLATION UPON COMPLETION OF EXTERIOR

WALL COATING REMOVAL AND REPLACEMENT. REFER TO MECHANICAL FOR

ADDITIONAL INFORMATION.

21 DISCONNECT AND REMOVE EXISTING WALL-MOUNTED ELECTRICAL

EQUIPMENT AND ASSOCIATED APPURTENANCES AS REQUIRED TO REMOVE

EXTERIOR WALL COATING. REFER TO ELECTRICAL FOR ADDITIONAL

INFORMATION.

THERE IS NO EXTERIOR WORK REQUIRED AT EAST ELEVATION. IT IS SHOWN

HERE FOR GENERAL REFERENCE AND ORIENTATION PURPOSES ONLY.

S Y

M D

E S

C R

IP

T

I O N

D A

T E

A P

P R

D

E S

I G N

R E

V

IS

IO

N

/1

4/

A

B

2 3 4 5

D

E

RECEPTION

FORENSIC

CONSULT

CORRIDOR

ADMIN

OFFICE

SSA

OFFICE

101A

OFFICE

CONF RM

STORAGE

RM

104A

SERVER

RM

DFE

OFFICE

MEN'S

TOILET

WOMEN'S

TOILET

108 ELEC

101B

ENTRY

VESTIBULE

KITCHENETTE

AE401

B1

GARAGE

DIGITAL

LAB

INTERVIEW

RM

VAULT /

FORENSICS

LAB

ADMIN

STORAGE

RM

MANAGEMENT

SUITE

OFFICE

102A

2.

2A

4A

B1

AE201

B3

AE201

D1

AE201

C1

AE201

1B

A

F

A

A

A

JAN

CLOSET

0.

3.

113.3

113.2

102.1 10

106.1

6.

0.

AE402

B1

BASE TOUR OFFICE

AE401

A1

AE402

A1

1A

C

A

B

2 3 4 5

D

E

VAULT /

FORENSICS

LAB

RECEPTION

FORENSIC

CONSULT

CORRIDOR

ADMIN

OFFICE

SSA

OFFICE

101A

OFFICE

CONF RM

SERVER

RM

DFE

OFFICE

MEN'S

TOILET

WOMEN'S

TOILET

ELEC

101B

ENTRY

VESTIBULE

KITCHENETTE

GARAGE

DIGITAL

LAB

INTERVIEW

RM

STORAGE

RM

104A

ADMIN

STORAGE

RM

MANAGEMENT

SUITE

OFFICE

102A

19'-3 1/2" ± 16'-8" ± 20'-1 5/8" ±

'-2

/2

'-9

/2

5'

-1

1/ 2"

'-5

/2

'-0

'-4

'-4

59'-1" ± 94'-8" ±

'-1

3/

4"

'-8

/4

153'-9" ±

'-5

/4

1' -8

/8

3/

4"

18'-6 1/4" ±15'-6" ±

31'-7 1/2" ± 6'-0 1/2 ±

18'-4" ± 16'-0 1/4" ± 9'-1 1/2" ± 13'-3 3/4" ±

'-3

/2

'-6

'-4

/4

4' -0

/4

3'-0"±

4'-5" ±

15'-4" ±

7' -5

/2

11'-6 5/8"

9'-6" ± 18'-2 ±

'-4

'-5

/4

'-1

3/

4"

'-1

3/

4"

'-8

/4

26'-2 1/2" ±

15'-5" ±

4' -1

1" 3'

-9

/4

8' -0

/4

10'-3 5/8" ±

'-4

/8

AE401

B1

AE403

B1

BASE TOUR OFFICE

AE401

A1

AE403

A1

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

M

ID

-A T

LA

N

T

IC

N A

V A

L S

T A

T

IO

N

N O

R F

O L K

V

A

AS NOTED

/1

/2

:2

:2

A

M

C U s e rs

\e ri c .s u n d e rl a n d \D o c u m e n ts

\R E

V

IT

F ile s \C

E P

A

R e ri c .s u n d e rl a n d .r v t

AE101

B

LD

G C

E P

-1

N C

IS

O

F F

IC

E

R E

N O

V A

T

IO

N

O V

E R

A

LL

F

LO

O R

P

LA

N S

A

N N

O

TA

TI

O

N S

A N

D D

IM

E

N S

IO

N

S

N E

W W

O R

K

ALP

12,910,603

EJS EJS

05/30/2024

JUVY GIBSON, NCIS

ERIC SUNDERLAND, R.A.

1689103

N/A

N O

R F

O

LK

, V

IR

G

IN

IA

N

A V

A L

S T

A T

IO

N

N O

R F

O

LK

J. C. MILLER, P.E.

ALP

M

ID

L A

N T

P

W D

N O

R F

O L K

A E

GENERAL SHEET NOTES

NEW WORK KEYNOTES#

0 4' 8' 16'

PLAN

NORTH

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

OVERALL FLOOR PLAN - ANNOTATIONS - NEW WORK

C1

KEYPLAN

PLAN

NORTH

A REFER TO SHEET GI002 FOR ADDITIONAL GENERAL PROJECT NOTES.

B REFER TO FIRE PROTECTION, PLUMBING, MECHANICAL, AND ELECTRICAL

DRAWINGS FOR ADDITIONAL INFORMATION.

C REFER TO SHEETS AE404 AND AE405 FOR SPECIALTY EQUIPMENT

SCHEDULE, TYPICAL MOUNTING HEIGHTS, AND INTERIOR ELEVATIONS.

D DIMENSIONS SHOWN ARE FROM FACE OF STUD, FACE OF EXISTING, AND

FACE OF MASONRY, UNLESS OTHERWISE NOTED.

E PROVIDE FIRESTOPPING SEALANT AT ALL EXISTING AND NEW CMU WALL

PENETRATIONS IN FIRE-RATED WALLS. REFER TO GI103 FOR LOCATIONS OF

FIRE-RATED WALLS.

F REFER TO ENLARGED FLOOR PLANS FOR PARTITION TYPES AND

DIMENSIONS NOT INDICATED.

1 ALIGN FINISH SIDE OF PARTITION WITH EXISTING CASED OPENING JAMB.

2 PROVIDE WALL INFILL AT LOCATION WHERE DOOR REMOVED DURING

DEMOLITION. PROVIDE WALL INFILL TO MATCH EXISTING ADJACENT WALL

CONSTRUCTION.

NCIS

OFFICE

BASE

TOUR

0 4' 8' 16'

PLAN

NORTH

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

OVERALL FLOOR PLAN - DIMENSIONS - NEW WORK

A1

S Y

M D

E S

C R

IP

T

I O N

D A

T E

A P

P R

D

E S

I G N

R E

V

IS

IO

N

/1

4/

A

B

2 3 4 5

D

E

115 109

114116

101A 102

104A

111113

110 108 100

101B

102A

104117

(9'-0") (9'-0")(9'-6")

(8'-6") (9'-0")

(9'-0")

(9'-0")

(8'-6")(8'-6")

(9'-0")

(9'-0")(9'-0")

(9'-0")

(8'-6")

(9'-0") (8'-9")(8'-6")(8'-6")(8'-6")

(12'-8"±)(9'-0")

(8'-6")

BASE TOUR OFFICE

1111 11

OS

OS

OS

OS

OS

OS OS

OS OS

OS

OS

OS OS

OS

OS

co co 1

EUN

UN

E

REFLECTED CEILING PLAN LEGEND

SYMBOL DESCRIPTION

SUSPENDED ACT CEILING ASSEMBLY.

LIGHT FIXTURE.

REFER TO ELECTRICAL DRAWINGS.

EMERGENCY LIGHT FIXTURE.

REFER TO ELECTRICAL DRAWINGS.

CEILING CASSETTE OR DIFFUSER.

REFER TO MECHANICAL DRAWINGS.

CEILING RETURN OR EXHAUST.

REFER TO MECHANICAL DRAWINGS.

NO CEILING - EXPOSED TO ROOF DECK ABOVE.

GYPSUM BOARD CEILING.

BASE TOUR AREA CEILINGS ARE ACT-TYPE AND EXISTING

TO REMAIN (GRIDS NOT SHOWN FOR CLARITY).

CEILING EXIT LUMINAIRE.

REFER TO ELECTRICAL DRAWINGS.

OCCUPANCY SENSOR.

REFER TO ELECTRICAL DRAWINGS.

FINISHED CEILING HEIGHT ABOVE FINISHED FLOOR(X'-X")

SYMBOL DESCRIPTION

UN

SMOKE DETECTOR.

REFER TO FIRE PROTECTION DRAWINGS.

CEILING UNCLEAR PERSONNEL STROBE.

REFER TO ELECTRICAL DRAWINGS.

OS

co

CARBON MONOXIDE DETECTOR.

REFER TO FIRE PROTECTION DRAWINGS.

CEILING SPEAKER / CEILING SPEAKER STROBE.

REFER TO FIRE PROTECTION DRAWINGS.

CEILING EMERGENCY LIGHT STROBE.

REFER TO ELECTRICAL DRAWINGS.

E

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

M

ID

-A T

LA

N

T

IC

N A

V A

L S

T A

T

IO

N

N O

R F

O L K

V

A

AS NOTED

/1

/2

:2

:3

A

M

C U s e rs

\e ri c .s u n d e rl a n d \D o c u m e n ts

\R E

V

IT

F ile s \C

E P

A

R e ri c .s u n d e rl a n d .r v t

AE102

B

LD

G C

E P

-1

N C

IS

O

F F

IC

E

R E

N O

V A

T

IO

N

O V

E R

A

LL

R E

F

LE

C

TE

D C

E

IL

IN

G

P

LA

N

N E

W W

O R

K

ALP

12,910,604

EJS EJS

05/30/2024

JUVY GIBSON, NCIS

ERIC SUNDERLAND, R.A.

1689103

N/A

N O

R F

O

LK

, V

IR

G

IN

IA

N

A V

A L

S T

A T

IO

N

N O

R F

O

LK

J. C. MILLER, P.E.

ALP

M

ID

L A

N T

P

W D

N O

R F

O L K

A E

GENERAL SHEET NOTES

NEW WORK KEYNOTES#

0 4' 8' 16'

PLAN

NORTH

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

REFLECTED CEILING PLAN - NEW WORK

B1

KEYPLAN

PLAN

NORTH

A UNLESS OTHERWISE NOTED, CENTER CEILING GRIDS IN EACH ROOM, IN

ACCORDANCE WITH THE LAYOUTS SHOWN.

B MAKE ADJUSTMENTS TO ELIMINATE ADDITONAL, SMALL, OR ODD PIECES OF

CEILING TILE.

C REFER TO FIRE PROTECTION, PLUMBING, MECHANICAL, AND ELECTRICAL

DRAWINGS FOR ADDITIONAL INFORMATION.

D CENTER ALL LIGHT FIXTURES AND DIFFUSERS IN CEILING TILES, UNLESS

OTHERWISE NOTED.

E DAMP, CLEAN, AND HAND-DRY ALL FIXTURES AND LAMPS JUST PRIOR TO

FINAL INSPECTION.

1 PROVIDE ACT AND GRID AS SCHEDULED.

2 PROVIDE BULKHEAD. REFER TO DETAIL B4 ON SHEET AE501.

3 BASE TOUR AREA CEILINGS ARE OUTSIDE THE PRIMARY AREA OF WORK.

REMOVE, SALVAGE, AND REINSTALL CEILING TILES AS REQUIRED TO

COMPLETE FA WORK. REFER TO FIRE PROTECTION FOR ADDITIONAL

INFORMATION.

NCIS

OFFICE

BASE

TOUR

S Y

M D

E S

C R

IP

T

I O N

D A

T E

A P

P R

D

E S

I G N

R E

V

IS

IO

N

/1

4/

FIRST FLOOR

0"

LOW ROOF - WEST BAY

12'-7"

TOP OF CANOPY

14'-0"

TOP OF PARAPET - EAST BAY

16'-4"

NCIS OFFICE

59'-1" ±

BASE TOUR OFFICE - N.I.C.

94'-8" ±

NAVAL STATION TOURS

6 7 5 8 7

3 4

FIRST FLOOR

0"

LOW ROOF - WEST BAY

12'-7"

TOP OF CANOPY

14'-0"

TOP OF PARAPET - EAST BAY

16'-4"

5 6

C4

AE503

NCIS OFFICE

59'-1" ±

NCIS OFFICE

93'-4" ± 1'-4" ±

55557

17 3 4 3 4

3 4

C2

AE502

FIRST FLOOR

0"

TOP OF CANOPY

14'-0"

TOP OF PARAPET - EAST BAY

16'-4"

A E

NCIS OFFICE

24'-10 3/4" ±

BASE TOUR OFFICE - NIC

35'-5 1/4" ±

NAVAL STATION TOURS

1' -0

FIRST FLOOR

0"

LOW ROOF - WEST BAY

12'-7"

C A

NCIS OFFICE

44'-0" ±

7 57

3 4

ELEVATION LEGEND

SYMBOL DESCRIPTION

ELASTOMERIC MEMBRANE WALL COATING SYSTEM - EC2

COILING OVERHEAD DOOR COATING - OHD1

ELASTOMERIC MEMBRANE WALL COATING SYSTEM - EC1

EXISTING EXTERIOR COATING TO REMAIN, NIC

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

M

ID

-A T

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T

IC

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A

AS NOTED

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\R E

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E P

A

R e ri c .s u n d e rl a n d .r v t

AE201

B

LD

G C

E P

-1

N C

IS

O

F F

IC

E

R E

N O

V A

T

IO

N

B U

IL

D

IN

G

E

LE

V A

TI

O

N S

N

E W

W O

R K

ALP

12,910,606

EJS EJS

05/30/2024

JUVY GIBSON, NCIS

ERIC SUNDERLAND, R.A.

1689103

N/A

N O

R F

O

LK

, V

IR

G

IN

IA

N

A V

A L

S T

A T

IO

N

N O

R F

O

LK

J. C. MILLER, P.E.

ALP

M

ID

L A

N T

P

W D

N O

R F

O L K

A E

GENERAL SHEET NOTES

NEW WORK KEYNOTES#

0 4' 8' 16'SCALE: 1/8" = 1'-0" (AE101)

BUILDING ELEVATION - NORTH - NEW WORK

D1

0 4' 8' 16'SCALE: 1/8" = 1'-0" (AE101)

BUILDING ELEVATION - SOUTH - NEW WORK

C1

0 4' 8' 16'SCALE: 1/8" = 1'-0" (AE101)

BUILDING ELEVATION - EAST - NEW WORK

B1 0 4' 8' 16'SCALE: 1/8" = 1'-0" (AE101)

BUILDING ELEVATION - WEST - NEW WORK

B3

A REFER TO SHEET GI002 FOR ADDITIONAL GENERAL PROJECT NOTES.

B REFER TO FIRE PROTECTION, PLUMBING, MECHANICAL, AND ELECTRICAL

DRAWINGS FOR ADDITIONAL INFORMATION.

C FOR CLARITY PURPOSES, SOME WALL MOUNTED EQUIPMENT AND FIXTURES

ARE NOT SHOWN (CONDUITS, JUNCTION BOXES, OUTLETS, GROUNDING

WIRING, ETC). FIELD VERIFY ALL LOCATIONS.

D CLEAN AND PREPARE ALL WALL SURFACES SCHEDULED TO RECEIVE NEW

COATINGS AS RECOMMENDED BY COATING MANUFACTURER.

E PROTECT AND/OR COVER ALL OPENINGS (DOORS, WINDOWS, LOUVERS, ETC)

AND WALL/BUILDING ATTACHED EQUIPMENT (LIGHTING, CAMERAS, SECURITY

ACCESS DEVICES, CONDUITS, ETC) PRIOR TO CLEANING AND APPLICATION OF

EXTERIOR WALL COATING. COORDINATE WITH THE CONTRACTING OFFICER

PRIOR TO COVERING ANY ELECTRONIC DEVICES, AND UNCOVER DEVICES

IMMEDIATELY AFTER WORK IN AFFECTED AREA IS COMPLETED.

F REFER TO ELEVATION LEGEND AND EXTERIOR FINISH SCHEDULE ON THIS

SHEET FOR ADDITIONAL INFORMATION.

1 REINSTALL SALVAGED 3" X 4" DOWNSPOUT IN KIND WITH EXISTING

CONDITIONS.

2 MODIFY SALVAGED 3" X 4" DOWNSPOUT AS REQUIRED TO CONNECT TO

EXISTING GUTTER AND AVOID INTERFERENCE OF ADJACENT NEW METAL

AWNING

3 APPLY EXTERIOR SURFACE OF EXTERIOR CMU WALL WITH ELASTOMERIC

MEMBRANE WALL COATING WITH FINISH AND COLOR TO MATCH EXISTING.

APPLY PER MANUFACTURER'S RECOMMENDATIONS. FOR BIDDING

PURPOSES, ASSUME 350 SF TOTAL OF EC1 COATING AND 2,400 SF TOTAL OF

EC2 COATING INCLUDED IN THE WORK.

4 APPLY INTERIOR SURFACE OF EXTERIOR CMU WALL COMPLETE (NOT

SHOWN) WITH BITUMINOUS DAMPROOFING COATING. APPLY PER

MANUFACTURER'S RECOMMENDATIONS. FOR BIDDING PURPOSES, ASSUME

2,700 SF TOTAL OF BITUMINOUS DAMPROOFING COATING INCLUDED IN THE

WORK.

5 RECONNECT AND REINSTALL SALVAGED EXTERIOR LIGHT FIXTURE IN KIND

WITH EXISTING CONDITIONS.

6 PROVIDE 1/2" CMU EXPANSION JOINT IN KIND WITH EXISTING CONDITIONS.

7 REINSTALL SALVAGED 5" X 5" ALUMINUM GUTTER IN KIND WITH EXISTING

CONDITIONS.

8 PRIME AND PAINT EXISTING STEEL COILING OVERHEAD DOOR AND FRAME

COMPLETE, INCLUDING INTERIOR AND EXTERIOR SURFACES. APPLY PER

PAINT MANUFACTURER'S RECOMMENDATIONS. FOR BIDDING PURPOSES,

ASSUME 225 SF TOTAL OF OHD1 COATING INCLUDED IN THE WORK.

9 REINSTALL SALVAGED EXISTING METAL SIGN IN KIND WITH EXISTING

CONDITIONS.

10 EXISTING BOLLARDS TO REMAIN.

11 EXISTING WALL MOUNTED EQUIPMENT TO REMAIN.

12 EXISTING EXTERIOR FACILITY ELEMENTS TO REMAIN, NIC.

13 REINSTALL SALVAGED ±8" TALL METAL COPING IN KIND WITH EXISTING

CONDITIONS.

14 PROVIDE BACKER ROD AND SEALANT AROUND DOOR FRAME COMPLETE.

SEALANT COLOR MUST MATCH DOOR FRAME FINISH.

15 PROVIDE NEW DOOR, FRAME, AND HARDWARE AS SCHEDULED WITHIN

EXISTING WALL OPENING. REFER TO DOOR SCHEDULE ON AE601 FOR

ADDITIONAL INFORMATION.

16 PROVIDE NEW DOOR, FRAME, AND HARDWARE AS SCHEDULED WITHIN NEW

WALL OPENING. REFER TO DOOR SCHEDULE ON AE601 FOR ADDITIONAL

INFORMATION.

17 REINSTALL SALVAGED EXTERIOR ROOF ACCESS LADDER ASSEMBLY IN KIND

WITH EXISTING CONDITIONS.

18 PROVIDE OVERHEAD SUPPORTED FIXED METAL AWNING. REFER TO SHEET

AE503 FOR AWNING DETAILS, DIMENSIONS, AND BASIS OF DESIGN

INFORMATION.

19 REINSTALL SALVAGED WALL-MOUNTED MECHANICAL EQUIPMENT, WALL

SUPPORT BRACKETS, AND ASSOCIATED APPURTENANCES IN KIND WITH

EXISTING CONDITIONS. REFER TO MECHANICAL FOR ADDITIONAL

INFORMATION.

20 PROVIDE 3/8" CMU CONTROL JOINT IN KIND WITH EXISTING CONDITIONS.

EXTERIOR FINISH SCHEDULE

FINISH TAG FINISH ITEM MANUFACTURER PRODUCT COLOR REMARKS

EC1 PAINT - CMU (ACCENT) GARLAND TUFF-COAT SHERWIN WILLIAMS (SW) 6061 - TANBARK 1, 2, 3

EC2 PAINT - CMU (BODY) GARLAND TUFF-COAT SHERWIN WILLIAMS (SW) 6385 - DOVER WHITE 1, 2, 3

OHD1 PAINT - OVERHEAD COILING DOOR SHERWIN WILLIAMS TBD SHERWIN WILLIAMS (SW) 6061 - TANBARK 2, 3

1 MANUFACTURER'S TRADE NAMES LISTED ARE NOT INTENDED TO BE PROPRIETARY. PRODUCTS OF OTHER MANUFACTURERS WILL BE ACCEPTABLE PROVIDED THEY MEET THE COLOR, FINISHES, AND TEXTURES OF THE MANUFACTURERS LISTED, AND MEET THE TECHNICAL REQUIREMENTS OF THE SPECIFICATIONS.

2 REFER TO THE BASE "INSTALLATION APPEARANCE PLAN" FOR FEDERAL STANDARD COLORS.

3 TAKE SAMPLE OF EXISTING WALL / DOOR PAINT PRIOR TO DEMOLITION FOR COLOR MATCH PURPOSES.

EXTERIOR FINISH SCHEDULE REMARKS

THERE IS NO EXTERIOR WORK REQUIRED AT EAST ELEVATION. IT IS SHOWN

HERE FOR GENERAL REFERENCE AND ORIENTATION PURPOSES ONLY.

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8' -6

2'-8 1/2"

CL

A1

AE502

8' -6

CL 2'-8 1/2"

A1

AE502

8' -6

8' -6

2'-8" CL

8' -6

8' -6

2'-8"CL

8' -6

8' -6

MAX

12" 42" MIN

54" MIN

42" GRAB BAR

36" GRAB BAR

36" MIN

CL

MIN

24"

MIN

12"

FINISHED FLOOR

COMBINATION PAPER

TOWEL DISPENSOR &

WASTE RECEPTACLE

CL

PAPER TOWEL

DISPENSER

CL

M A

X

STAINLESS STEEL FRAME

MIRROR (3'-0" H x 2'-0" W)

COMBINATION UTILITY

SHELF/MOP HOLDER

(48" W)

FINISHED FLOOR

9"

CL

TOILET TISSUE DISPENSER SOAP DISPENSER

2' -6

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L F

A C

IL

IT

IE

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IN

E E

R

IN

G S

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T E

M S

C O

M M

A N

D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

M

ID

-A T

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N

T

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T A

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V

A

AS NOTED

/1

/2

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A

M

C U s e rs

\e ri c .s u n d e rl a n d \D o c u m e n ts

\R E

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F ile s \C

E P

A

R e ri c .s u n d e rl a n d .r v t

AE404

B

LD

G C

E P

-1

N C

IS

O

F F

IC

E

R E

N O

V A

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S P

E C

IA

LT

Y E

Q U

IP

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E N

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C H

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LE

A N

D

IN

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IO

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V A

TI

O

N S

ALP

12,910,610

EJS EJS

05/30/2024

JUVY GIBSON, NCIS

ERIC SUNDERLAND, R.A.

1689103

N/A

N O

R F

O

LK

, V

IR

G

IN

IA

N

A V

A L

S T

A T

IO

N

N O

R F

O

LK

J. C. MILLER, P.E.

ALP

M

ID

L A

N T

P

W D

N O

R F

O L K

A E

GENERAL SHEET NOTES

NEW WORK KEYNOTES#

A MANUFACTURER'S TRADE NAMES AND NUMBERS LISTED ARE NOT INTENDED

TO BE PROPRIETARY. PRODUCTS OF OTHER MANUFACTURERS WILL BE

ACCEPTABLE, PROVIDED THEY MATCH THE COLORS, FINISHES, TEXTURES,

AND PATTERNS OF THE MANUFACTURER LISTED, AND MEET THE TECHNICAL

REQUIREMENTS OF THE SPECIFICATIONS.

B REFER TO FIRE PROTECTION, PLUMBING, MECHANICAL, AND ELECTRICAL

DRAWINGS FOR ADDITIONAL INFORMATION.

C REFER TO DETAIL A2 / AF601 FOR TYPICAL WALL TILE PATTERN.

D REFER TO THIS SHEET FOR SPECIALTY EQUIPMENT SCHEDULE, ELEVATIONS,

AND MOUNTING HEIGHTS.

0 1' 2' 4'SCALE: 1/2" = 1'-0" (AE402)

INT ELEV - MEN'S TOILET (110)

A1

0 1' 2' 4'SCALE: 1/2" = 1'-0" (AE402)

INT ELEV - WOMEN'S TOILET (108)

C3

0 1' 2' 4'SCALE: 1/2" = 1'-0" (AE402)

INT ELEV - MEN'S TOILET (110)

A2 0 1' 2' 4'SCALE: 1/2" = 1'-0" (AE402)

INT ELEV - MEN'S TOILET (110)

A3 0 1' 2' 4'SCALE: 1/2" = 1'-0" (AE402)

INT ELEV - MEN'S TOILET (110)

A4

0 1' 2' 4'SCALE: 1/2" = 1'-0" (AE402)

INT ELEV - WOMEN'S TOILET (108)

C4

0 1' 2' 4'SCALE: 1/2" = 1'-0" (AE402)

INT ELEV - WOMEN'S TOILET (108)

B40 1' 2' 4'SCALE: 1/2" = 1'-0" (AE402)

INT ELEV - WOMEN'S TOILET (108)

B30 1'-6" 3' 6'SCALE: 3/8" = 1'-0"

SPECIALTY EQUIPMENT ELEVATIONS & MOUNTING HEIGHTS

B1

MARK DESCRIPTION QUANTITY MANUFACTURER MODEL NO. NOTES

1 36" GRAB BAR 2 BOBRICK B-6806.99 1,2

2 42" GRAB BAR 2 BOBRICK B-6806.99 1,2

3 TOILET TISSUE DISPENSOR (GFCI) 2 GEORGIA PACIFIC Z-100305-01 1,5

4 SOAP DISPENSOR (GFCI) 3 GOJO INDUSTRIES 9033-12 1,4,5

5 RECESSED PAPER TOWEL DISPENSOR / WASTE RECEPTACLE 2 BOBRICK B-3944 1

6 PAPER TOWEL DISPENSOR (GFCI) 1 GEORGIA PACIFIC Z-100365-01 1,5

7 STAINLESS STEEL FRAMED MIRROR (3'-0" H x 2'-0" W) 2 BOBRICK B-165-2436 1,4

8 COMBINATION UTILITY SHELF/MOP HOLDER (48" W) 1 BOBRICK B-224-36 1

9 13 GALLON - FREE STANDING WASTE RECEPTACLE 2 BOBRICK B-2260 -

SPECIALTY EQUIPMENT SCHEDULE

SPECIALTY EQUIPMENT SCHEDULE NOTES

1 PROVIDE WOOD BLOCKING OR 18 GA x 6" WIDE METAL PLATE IN WALLS AS REQUIRED TO SECURE TOILET ACCESSORY.

2 GRAB BAR MUST HAVE PEENED (NON-SLIP) GRIPPING SURFACE.

3 MOUNT WITH LONG DIMENSION VERTICAL.

4 MOUNTING HEIGHT TO CENTER LINE OF DISCHARGE NOZZLE.

5 SPECIALTY EQUIPMENT IS GOVERNMENT FURNISHED CONTRACTOR INSTALLED (GFCI). COORDINATE WITH CONTRACTING OFFICER ON OBTAINING GFCI SPECIALTY

EQUIPMENT.

1 PLUMBING FIXTURE. REFER TO PLUMBING DRAWINGS FOR ADDITIONAL

INFORMATION.

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1 1

PLASTIC LAMINATE ON ALL

EXPOSED SURFACES UNLESS

OTHERWISE NOTED - PL-1.

SOLID SURFACE COUNTER TOP ON

3/4" PLYWOOD SUBSTRATE.

WOOD BLOCKING OR 18 GA x 6" WIDE

METAL PLATE SECURED TO STUDS.

4"

4" HIGH SOLID SURFACE

BACKSPLASH AND ENDSPLASH.

D5

AE501

PARTITION TYPE AS SCHEDULED.

WOOD BLOCKING OR 18 GA x 6" WIDE

METAL PLATE SECURED TO STUDS.

WOOD BLOCKING OR 18 GA x 6" WIDE

METAL PLATE SECURED TO STUDS.

3/ 4"

APPLIED BASE - REFER TO FINISH SCHEDULE.

3/4" PLYWOOD DOOR WITH PLASTIC

LAMINATE ON ALL EXPOSED SURFACES

(PL1) - REFER TO FINISH SCHEDULE.

3"

WIRE

PULL AT

EACH

DOOR.

1/4" PLYWOOD BACK WITH PLASTIC

LAMINATE (PL-2) - REFER TO FINISH

SCHEDULE.

RECESSED SHELF STANDARDS.

3/4" PLYWOOD ADJUSTABLE SHELF

WITH PLASTIC LAMINATE SURFACE

(PL-2) - REFER TO FINISH SCHEDULE.

WIRE PULL AT

EACH DOOR.

1/4" PLYWOOD BACK WITH PLASTIC

LAMINATE (PL-2) - REFER TO FINISH

SCHEDULE.

3/4" PLYWOOD DOOR WITH PLASTIC

LAMINATE ON ALL EXPOSED SURFACES

(PL-1) - REFER TO FINISH SCHEDULE

RECESSED SHELF STANDARDS.

3/4" PLYWOOD ADJUSTABLE SHELF

WITH PLASTIC LAMINATE SURFACE

(PL-2) - REFER TO FINISH SCHEDULE.

2' -1

0" 1'

-8

2' -6

1'-2"

2'-0"

5/8" GYPSUM

WALL BOARD.

20 GA. 3 5/8" METAL

STUDS AT 16" OC.

CEILING HEIGHT

REFER TO RCP

CEILING AS SCHEDULED.

CORNER BEAD (TYP

AT ALL CORNERS).

3/ 4"

3/4" PLYWOOD WITH PLASTIC LAMINATE

ON ALL EXPOSED SURFACES (PL-1) -

REFER TO FINISH SCHEDULE

1' -6

2'

-8

2' -1

0"

APPLIED BASE - REFER TO FINISH

SCHEDULE.

SOLID SURFACE COUNTER TOP ON

3/4" PLYWOOD SUBSTRATE.

WOOD BLOCKING OR 18 GA x 6" WIDE

METAL PLATE SECURED TO STUDS.

UNDER COUNTER MOUNTED SINK -

REFER TO PLUMBING DRAWINGS FOR

ADDITIONAL INFORMATION.

7" 1"

1' -5

9"

M

IN

AS REQD TO FIT GARBAGE DISPOSAL

1'-5"± 3"

4" HIGH SOLID SURFACE

BACKSPLASH AND ENDSPLASH

POWER OUTLET - COORDINATE

WITH ELECTRICAL DRAWINGS.

MAX

6"

GARBAGE DISPOSAL - REFER

TO PLUMBING DRAWINGS.

D5

AE501

2'-0"

PARTITION TYPE AS SCHEDULED.

ALUMINUM CLEAT

FASTENED TO

3/4" PLYWOOD

APRON.

3/4" PLYWOOD x 2" WIDE MOUNTING

STRIP FASTENED TO ADJACENT

CASEWORK.

ANGLE TRAP TO COORDINATE

WITH WALL DRAIN PIPING CL.

FACE OF

EXPOSED

CASEWORK

BEYOND.

WOOD BLOCKING OR 18 GA x 6" WIDE

METAL PLATE SECURED TO STUDS.

WIRE PULL AT

EACH DOOR.

WOOD BLOCKING OR 18 GA x 6" WIDE

METAL PLATE SECURED TO STUDS.

1/4" PLYWOOD BACK WITH PLASTIC

LAMINATE (PL-2) - REFER TO FINISH

SCHEDULE.

3/4" PLYWOOD DOOR WITH PLASTIC

LAMINATE ON ALL EXPOSED SURFACES

(PL1-) - REFER TO FINISH SCHEDULE.

FACE OF EXPOSED

CASEWORK BEYOND.

PLASTIC LAMINATE ON ALL

EXPOSED SURFACES UNLESS

OTHERWISE NOTED - PL-1.

1'-2"

20 GA. 3 5/8" METAL

STUDS AT 16" OC.

CEILING HEIGHT

REFER TO RCP

CEILING AS SCHEDULED.

CORNER BEAD (TYP

AT ALL CORNERS).

PLASTIC LAMINATE ON ALL

EXPOSED SURFACES UNLESS

OTHERWISE NOTED - PL-1.

SOLID SURFACE COUNTER TOP ON

3/4" PLYWOOD SUBSTRATE.

WOOD BLOCKING OR 18 GA x 6" WIDE

METAL PLATE SECURED TO STUDS.

D5

AE501

APPLIED BASE - REFER TO FINISH SCHEDULE.

3/4" PLYWOOD DOOR WITH PLASTIC

LAMINATE ON ALL EXPOSED SURFACES

(PL-1) - REFER TO FINISH SCHEDULE.

WIRE

PULL AT

EACH

DOOR.

1/4" PLYWOOD BACK WITH PLASTIC

LAMINATE (PL-2) - REFER TO FINISH

SCHEDULE.

2' -1

0"

4"

3/ 4"

1'-8"

SOFT-CLOSE UNDER COUNTER WASTE

BIN HARDWARE (KNAPE & VOGT

USC12-1-50 OR APPROVED EQUAL).

2'-0"

4" HIGH SOLID SURFACE BACKSPLASH

AND ENDSPLASH.

1' -6

WOOD BLOCKING OR 18 GA x 6" WIDE

METAL PLATE SECURED TO STUDS.

WIRE PULL AT

EACH DOOR.

WOOD BLOCKING OR 18 GA x 6" WIDE

METAL PLATE SECURED TO STUDS.

1/4" PLYWOOD BACK WITH PLASTIC

LAMINATE (PL-2) - REFER TO FINISH

SCHEDULE.

3/4" PLYWOOD DOOR WITH PLASTIC

LAMINATE ON ALL EXPOSED SURFACES

(PL1-) - REFER TO FINISH SCHEDULE.

20 GA. 3 5/8" METAL

STUDS AT 16" OC.

CEILING HEIGHT

REFER TO RCP

CEILING AS SCHEDULED.

CORNER BEAD (TYP

AT ALL CORNERS).

7/8"

1/

2"

3 LAYERS SOLID SURFACE MATERIAL

WITH BEVELED EDGE ON TOP LAYER

3/4" PLYWOOD SUBSTRATE

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

M

ID

-A T

LA

N

T

IC

N A

V A

L S

T A

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N O

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O L K

V

A

AS NOTED

/1

/2

:2

:5

A

M

C U s e rs

\e ri c .s u n d e rl a n d \D o c u m e n ts

\R E

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F ile s \C

E P

A

R e ri c .s u n d e rl a n d .r v t

AE501

B

LD

G C

E P

-1

N C

IS

O

F F

IC

E

R E

N O

V A

T

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C A

S E

W O

R K

D E

TA

IL

S

ALP

12,910,612

EJS EJS

05/30/2024

JUVY GIBSON, NCIS

ERIC SUNDERLAND, R.A.

1689103

N/A

N O

R F

O

LK

, V

IR

G

IN

IA

N

A V

A L

S T

A T

IO

N

N O

R F

O

LK

J. C. MILLER, P.E.

ALP

M

ID

L A

N T

P

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N O

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O L K

A E

0 4" 8" 1'-4"SCALE: 1 1/2" = 1'-0" (AE405)

CASEWORK SECTION

A1

0 4" 8" 1'-4"SCALE: 1 1/2" = 1'-0" (AE405)

CASEWORK SECTION - SINK

A2 0 4" 8" 1'-4"SCALE: 1 1/2" = 1'-0" (AE405)

CASEWORK SECTION - TRASH

A4

0 4" 8" 1'-4"SCALE: 1 1/2" = 1'-0" (AE405)

CASEWORK SECTION - BULKHEAD AND WALL CABINET

B4

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0 1" 2" 4"SCALE: 6" = 1'-0" (AE501)

COUNTER TOP EDGE DETAIL

D5

WOOD BLOCKING OR 18 GA x 6" WIDE

METAL PLATE SECURED TO STUDS.

WALL-MOUNTED SINK FIXTURE -

REFER TO PLUMBING DRAWINGS

FOR ADDITIONAL INFORMATION.

WALL TILE - REFER TO FINISH

SCHEDULE.

PARTITION TYPE AS SCHEDULED.

PLUMBING FIXTURE APRON, BY

FIXTURE MANUFACTURER.

1'-6"

2' -1

0"

STAINLESS STEEL FRAMED

MIRROR.

SOAP DISPENSOR BEYOND.

EXISTING WWF

EXIST CONCRETE SLAB

4"

4"

2'-0"±

CONCRETE PATCH INFILL

VAPOR BARRIER

CAPILLARY WATER BARRIER

4" MIN EA SIDE

#4 BARS @ 12" OC, EACH WAY

#4 DOWEL BAR (8" LONG) @

12" OC, EA SIDE. ANCHOR

DOWEL BARS 4" INTO

EXISTING CONCRETE SLAB

WITH EPOXY. TIE DOWEL

BARS TO #4 BARS IN PATCH'S

REINFORCING BAND.

EXIST SUBGRADE, SIM EA SIDE

4"

4"

4"

CONCRETE PATCH INFILL

VAPOR BARRIER

CAPILLARY WATER BARRIER

#4 BARS @ 12" OC, EACH WAY

COMPACTED VDOT 21A STONE

4"± 1'-4"± 4"±

#4 BARS @ 12" OC, EACH WAY.

PROVIDE #4 BAR (8" LONG) @ 12" OC @

EA SIDE BETWEEN EXIST AND INFILL

SLAB. REFER TO DETAIL A1 ON THIS

SHEET FOR ADDITIONAL INFORMATION.

19'-4"± TO

BUILDING PERIMETER EXTENT OF MASONRY OPENING

4'-8" EXTERIOR GRADE, ELEV

VARIES BY LOCATION

INT FF ELEV

0'-0"

2"

SAWCUT AND DEMOLISH MASONRY PARTITION TO

EXTENT HATCHED, AS REQUIRED FOR NEW EXTERIOR

DOOR OPENING, AND ASSOCIATED HEAD AND JAMB

MASONRY REINFORCEMENT. COORDINATE DOOR

OPENING WITH THAT SHOWN ON NEW WORK PLANS

8' -8

EX

TE

N T

O F

M

AS

O N

R Y

O

PE

N

IN

G

PROVIDE TEMPORARY SHORING AS

REQUIRED TO SUPPORT

SURROUNDING MASONRY WALL AT

PERIMETER OF MASONRY OPENING.

EXISTING MASONRY WALL

TO REMAIN. REFER TO

AD201 FOR ADDITIONAL

WORK REQUIREMENTS.

19'-4"± TO

BUILDING PERIMETER EXTENT OF MASONRY OPENING

EXTERIOR GRADE, ELEV

VARIES BY LOCATION

INT FF ELEV

0'-0"

2"

4'-8"

8" 3'-4" 8"

BEARING

CLEAR OPENING

LINTEL LENGTH

8" X 8" PRECAST CONCRETE LINTEL

WITH (2) #3 BAR REINFORCEMENT

TOP AND BOTTOM

4'-8"

PROVIDE 8" X 16" CMU INFILL AT MASONRY

OPENING ABOVE LINTEL, AS SHADED

PROVIDE FULLY GROUTED

8" X 8" CMU INFILL WITH

#4 BAR VERT REINFORCING AT

DOOR JAMBS, AS HATCHED

OVERHEAD SUPPORTED

FIXED METAL AWNING NOT

SHOWN FOR CLARITY.

REFER TO NOTES AND

DETAILS ON AE503 FOR

ADDITIONAL INFORMATION.

8' -0

8' -8

TO

P

O F

LI

N

TE

L

EX

TE

N T

O F

M

AS

O N

R Y

O

PE

N

IN

G

DOOR 116

MASONRY

OPENING PROVIDE 4' LONG X 4'-8" WIDE

CONCRETE PAD, AS SHADED,

WITH MEETING SIDE ELEV

ALIGNED WITH INT FF SLAB,

AND PERIMETER SIDE ELEVS

SLOPED TO MEET GRADE.

EXISTING MASONRY WALL

TO REMAIN. REFER TO

AE201 FOR ADDITIONAL

WORK REQUIREMENTS.

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

M

ID

-A T

LA

N

T

IC

N A

V A

L S

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T

IO

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O L K

V

A

AS NOTED

/1

/2

:2

:0

A

M

C U s e rs

\e ri c .s u n d e rl a n d \D o c u m e n ts

\R E

V

IT

F ile s \C

E P

A

R e ri c .s u n d e rl a n d .r v t

AE502

B

LD

G C

E P

-1

N C

IS

O

F F

IC

E

R E

N O

V A

T

IO

N

M

IS

C E

LL

A

N E

O U

S D

E

TA

IL

S

ALP

12,910,613

EJS EJS

05/30/2024

JUVY GIBSON, NCIS

ERIC SUNDERLAND, R.A.

1689103

N/A

N O

R F

O

LK

, V

IR

G

IN

IA

N

A V

A L

S T

A T

IO

N

N O

R F

O

LK

J. C. MILLER, P.E.

ALP

M

ID

L A

N T

P

W D

N O

R F

O L K

A E

0 4" 8" 1'-4"SCALE: 1 1/2" = 1'-0" (AE404)

LAVATORY SECTION

A1 0 4" 8" 1'-4"SCALE: 1 1/2" = 1'-0" (AE401)

SECTION DETAIL - TYP SLAB PATCH

A3 0 4" 8" 1'-4"SCALE: 1 1/2" = 1'-0" (AE401)

SECTION DETAIL - SLAB PATCH @ THICK'D SLAB

A4

S Y

M D

E S

C R

IP

T

I O N

D A

T E

A P

P R

D

E S

I G N

R E

V

IS

IO

N

/1

4/

0 1' 2' 4'SCALE: 1/2" = 1'-0" (AD201)

EXT MASONRY WALL OPENING - DEMOLITION

C1 0 1' 2' 4'SCALE: 1/2" = 1'-0" (AE201)

EXT MASONRY WALL OPENING - NEW WORK

C2

5/ 8"

4" H

E A

D

2" J

A M

B

PARTITION

TYPE AS

SCHEDULED

1 15/16" 1 15/16"

VARIES

HOLLOW

METAL

FRAME

5/ 8"

2"

VARIES

1 15/16" 1 15/16"

1/2" 1/16"

PARTITION

TYPE AS

SCHEDULED

HOLLOW

METAL

FRAME

2"

6"

1/2" 1/16"

PARTITION

TYPE AS

SCHEDULED

HOLLOW

METAL

CASED

OPENING

FRAME

METAL STUD HEADER.

2"

4 7/8"

PARTITION TYPE AS SCHEDULED.

DOOR AS SCHEDULED.

METAL STUD HEADER.

CONTINUOUS SEALANT, BOTH SIDES.

HOLLOW METAL FRAME AS

SCHEDULED. PAINT AS SCHEUDLED.

PARTITION TYPE AS SCHEDULED.

CONTINUOUS SEALANT, BOTH SIDES.

2"

DOOR AS SCHEDULED.

STEEL STUD ANCHORS

(3 PER JAMB).

4 7/8"

DOUBLE STUD AT JAMB.

HOLLOW METAL FRAME AS

SCHEDULED. PAINT AS SCHEUDLED.

PARTITION TYPE AS SCHEDULED.

METAL STUD HEADER.

CONTINUOUS SEALANT, BOTH SIDES.

HOLLOW METAL FRAME AS

SCHEDULED. PAINT AS SCHEUDLED.

4 7/8"

2"

PARTITION TYPE AS SCHEDULED.

DOUBLE STUD AT JAMB.

CONTINUOUS SEALANT, BOTH SIDES.

HOLLOW METAL FRAME AS

SCHEDULED. PAINT AS SCHEUDLED.

STEEL STUD ANCHORS

(3 PER JAMB).

4 7/8"

2"

PARTITION TYPE AS SCHEDULED.

2"

4 7/8"

METAL STUD HEADER.

CONTINUOUS SEALANT, BOTH SIDES.

HOLLOW METAL FRAME AS

SCHEDULED. PAINT AS SCHEUDLED.

DOOR AS SCHEDULED.

PARTITION TYPE AS SCHEDULED.

2"

DOOR AS SCHEDULED.

STEEL STUD ANCHORS

(3 PER JAMB).

4 7/8"

CONTINUOUS SEALANT, BOTH SIDES.

DOUBLE STUD AT JAMB.

HOLLOW METAL FRAME AS

SCHEDULED. PAINT AS SCHEUDLED.

D O

O R

H E

IG

H

T 4"

2" DOOR WIDTH 2"

HOLLOW METAL MASONRY

KNOCK DOWN

F-1

D O

O R

H E

IG

H

T 2"

2" DOOR WIDTH 2"

HOLLOW METAL

KNOCK DOWN

F-2

FLUSH PANEL

A

DOOR FRAME (BEYOND) -

PAINT AS SCHEDULED.

FLOOR FINISH AS SCHEDULED.

DOOR AS SCHEDULED.

PAINT AS SCHEUDLED.

MARBLE THRESHOLD.

MARBLE THRESHOLD MUST COMPLY WITH LIFE

SAFETY CODE ARTICLE 7.2.1.3.4 - RAISED THRESHOLD

AND FLOOR LEVEL CHANGES IN EXCESS OF 1/4" MUST

BE BEVELED WITH A SLOPE NO STEEPER THAN 1 IN 2.

FLOOR FINISH AS SCHEDULED.

3/ 4"

2"

1/ 2"

DOOR FRAME (BEYOND) -

PAINT AS SCHEDULED.

FLOOR FINISH AS SCHEDULED.

DOOR AS SCHEDULED.

PAINT AS SCHEUDLED.

RESILIENT TRANSITION THRESHOLD.

FLOOR FINISH AS SCHEDULED.

DOOR FRAME (BEYOND) -

PAINT AS SCHEDULED.

FLOOR FINISH AS SCHEDULED.

DOOR AS SCHEDULED.

PAINT AS SCHEUDLED.

HALF-SADDLE THRESHOLD

SET IN CONTINUOUS BED OF

ACOUSTICAL SEALANT

FLOOR FINISH AS SCHEDULED.

3/ 4"

AUTOMATIC DOOR BOTTOM.

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

M

ID

-A T

LA

N

T

IC

N A

V A

L S

T A

T

IO

N

N O

R F

O L K

V

A

AS NOTED

/1

/2

:2

:1

A

M

C U s e rs

\e ri c .s u n d e rl a n d \D o c u m e n ts

\R E

V

IT

F ile s \C

E P

A

R e ri c .s u n d e rl a n d .r v t

AE601

B

LD

G C

E P

-1

N C

IS

O

F F

IC

E

R E

N O

V A

T

IO

N

D O

O R

S C

H E

D U

LE

A

N D

D E

TA

IL

S

ALP

12,910,615

EJS EJS

05/30/2024

JUVY GIBSON, NCIS

ERIC SUNDERLAND, R.A.

1689103

N/A

N O

R F

O

LK

, V

IR

G

IN

IA

N

A V

A L

S T

A T

IO

N

N O

R F

O

LK

J. C. MILLER, P.E.

ALP

M

ID

L A

N T

P

W D

N O

R F

O L K

A E

1 OMIT STOPS AT CASED OPENINGS.

2 UNDERCUT DOOR 3/4".

3 PAINT EXTERIOR SIDE OF DOOR AND FRAME PT-4 & PT-5. PAINT INTERIOR SIDE OF DOOR AND FRAME PT-3. REFER TO FINISH SCHEDULE FOR ADDITIONAL

INFORMATION.

4 PAINT BOTH SIDES OF DOOR AND FRAME PT-3. REFER TO FINISH SCHEDULE FOR ADDITIONAL INFORMATION.

5 NO THRESHOLD AT CASED OPENING SILL. CONTINUOUS FLOOR FINISH.

6 PRIME AND PAINT EXISTING STEEL COILING OVERHEAD DOOR AND FRAME COMPLETE. PAINT EXTERIOR SIDE OF DOOR AND FRAME PT-4 & PT-5. PAINT INTERIOR SIDE OF DOOR AND FRAME PT-3. REFER TO FINISH SCHEDULE FOR ADDITIONAL INFORMATION.

DOOR SCHEDULE REMARKS

D O

O R

N O

ROOM

DOOR FRAME

F

IR

E R

A T

IN

G

H A

R D

W A

R E

S E

T S

R E

M A

R K

S

T Y

P E

SIZE

M A

T E

R

IA

L

LOUVER

T Y

P E

M A

T E

R

IA

L

DETAILS

W

ID

T H

H E

IG

H

T

T H

IC

K

N E

S S

L E

N G

T H

W

ID

T H

HEAD JAMB SILL

100.1 ENTRY VESTIBULE A 3'-0" 7'-0" 1 3/4" GHM -- -- F1 GHM C1 / AE603 B1 / AE603 A1 / AE603 -- HW-1 3

100.2 ENTRY VESTIBULE A 3'-0" 7'-0" 1 3/4" HM -- -- F2 HM C1 / AE601 B1 / AE601 A4 / AE602 -- HW-2

101 ADMIN OFFICE A 3'-0" 7'-0" 1 3/4" WD -- -- F1 HM C3 / AE602 B3 / AE602 A3 / AE602 -- HW-3

101A SSA OFFICE A 3'-0" 7'-0" 1 3/4" WD -- -- F2 HM C1 / AE601 B1 / AE601 A1 / AE602 -- HW-4

101B ELECTRICAL A 3'-0" 7'-0" 1 3/4" WD -- -- F2 HM C1 / AE601 B1 / AE601 A1 / AE601 -- HW-5

102.2 OFFICE (EEO) A 3'-0" 7'-0" 1 3/4" GHM -- -- F1 GHM C2 / AE603 B2 / AE603 A2 / AE603 -- HW-6 3

102A MGMT SUITE A 3'-0" 7'-0" 1 3/4" WD -- -- F2 HM C1 / AE601 B1 / AE601 A1 / AE602 -- HW-7

104A STORAGE A 3'-0" 7'-0" 1 3/4" WD -- -- F1 HM C1 / AE602 B1 / AE602 A1 / AE601 -- HW-8

105 CONFERENCE A 3'-0" 7'-0" 1 3/4" WD -- -- F1 HM C1 / AE602 B1 / AE602 A1 / AE602 -- HW-9

108 WOMEN'S TOILET A 3'-0" 7'-0" 1 3/4" WD -- -- F2 HM C2 / AE601 B2 / AE601 A2 / AE601 -- HW-10 2

109 DIGITAL LAB A 3'-0" 7'-0" 1 3/4" WD -- -- F2 HM C1 / AE601 B1 / AE601 A3 / AE601 -- HW-11

110 MEN'S TOILET A 3'-0" 7'-0" 1 3/4" WD -- -- F2 HM C2 / AE601 B2 / AE601 A2 / AE601 -- HW-12 2

111 INTERVIEW A 3'-0" 7'-0" 1 3/4" WD -- -- F2 HM C1 / AE601 B1 / AE601 A3 / AE601 -- HW-13

112 KITCHENETTE -- 4'-0" 7'-0" -- -- -- -- F2 HM C3 / AE601 B3 / AE601 -- -- -- 1,5

114 FORENSIC CONSULT A 3'-0" 7'-0" 1 3/4" WD -- -- F2 HM C2 / AE601 B2 / AE601 A3 / AE601 -- HW-14

115 VAULT / FORENSICS LAB A 3'-0" 7'-0" 1 3/4" WD -- -- F1 HM C2 / AE602 B2 / AE602 A2 / AE602 -- HW-15

116 CORRIDOR (EEO) A 3'-0" 7'-0" 1 3/4" GHM -- -- F1 GHM C3 / AE602 B2 / AE602 A1 / AE602 -- HW-16 3

117 JAN CLOSET A 3'-0" 7'-0" 1 3/4" WD -- -- F1 HM C2 / AE602 B2 / AE602 A2 / AE601 -- HW-17 2

102.1 OFFICE ETR 3'-0" 7'-0" 1 3/4" ETR -- -- ETR ETR -- -- -- -- ETR 4

104 ADMIN STORAGE ETR 3'-0" 7'-0" 1 3/4" ETR -- -- ETR ETR -- -- -- -- HW-18 4

106.1 STORAGE ETR 3'-0" 7'-0" 1 3/4" ETR -- -- ETR ETR -- -- -- -- HW-19 4

106.2 SERVER / IT ETR 3'-0" 7'-0" 1 3/4" ETR -- -- ETR ETR -- -- -- -- HW-20 4

113.1 GARAGE ETR 3'-0" 7'-0" 1 3/4" ETR -- -- ETR ETR -- -- -- -- HW-21 4

113.2 VAULT / FORENSICS LAB ETR PR 3'-0" 7'-0" 1 3/4" ETR -- -- ETR ETR -- -- -- -- HW-22 4

113.3 GARAGE ETR 11'-0" 9'-0" 1 1/2" ETR -- -- ETR ETR -- -- -- -- HW-23 6

DOOR SCHEDULE

NEW WORK

EXISTING TO REMAIN

0 1" 2" 4"SCALE: 6" = 1'-0"

HM MASONRY FRAME PROFILE

D1 0 1" 2" 4"SCALE: 6" = 1'-0"

HM STANDARD FRAME PROFILE

D2 0 1" 2" 4"SCALE: 6" = 1'-0"

HM CASED OPENING PROFILE

D3

0 2" 4" 8"SCALE: 3" = 1'-0"

DOOR HEAD - TILE/GWB

C2

0 2" 4" 8"SCALE: 3" = 1'-0"

DOOR JAMB - TILE/GWB

B2

0 2" 4" 8"SCALE: 3" = 1'-0"

CASED OPENING HEAD - GWB

C3

0 2" 4" 8"SCALE: 3" = 1'-0"

CASED OPENING JAMB - GWB

B3

0 2" 4" 8"SCALE: 3" = 1'-0"

DOOR HEAD - GWB

C1

0 2" 4" 8"SCALE: 3" = 1'-0"

DOOR JAMB - GWB

B1

0 1'-6" 3' 6'SCALE: 3/8" = 1'-0"

FRAME TYPE ELEVATIONS

A50 1'-6" 3' 6'SCALE: 3/8" = 1'-0"

DOOR TYPE ELEVATIONS

A40 2" 4" 8"SCALE: 3" = 1'-0"

DOOR SILL - PFT / PFT

A20 2" 4" 8"SCALE: 3" = 1'-0"

DOOR SILL - LVT / CFT

A1 0 2" 4" 8"SCALE: 3" = 1'-0"

DOOR SILL - PFT / LVT, AVCT, OR SC

A3

S Y

M D

E S

C R

IP

T

I O N

D A

T E

A P

P R

D

E S

I G N

R E

V

IS

IO

N

/1

4/

PORCELAIN

FLOOR TILE

PORCELAIN WALL TILE

SCHLUTER; STYLE: DILEX

AHK; SATIN NICKEL ANODIZED ALUMINUM

(W/ MATCHING INSIDE/OUTSIDE

CORNER CAPS/CONNECTORS)W

A

LL

FLOOR

PORCELAIN WALL TILE

PORCELAIN WALL TILE

SCHLUTER; STYLE: DILEX AHK; SATIN

NICKEL ANODIZED ALUMINUM (W/

MATCHING INSIDE/OUTSIDE CORNER

CAPS/CONNECTORS)

W A

LL

WALL

5' -6

1'

-0

2' -0

PWT1, AS SCHEDULED

PWT2, AS SCHEDULED

PWT1, AS SCHEDULED

6"

STAGGER JOINTS 8", TYP

AT EACH HORIZONTAL

COURSE

T1

BEVELED MARBLE

TRANSITION

INTERIOR DOOR

PORCELAIN

FLOOR TILE

(BOTH SIDES)

TYPICAL TRANSITION FROM MEN'S AND WOMEN'S

TOILETS AND JANITOR'S CLOSET TO CORRIDOR

TOP OF CONCRETE

FLOOR SLAB

2"

5/ 8"

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

M

ID

-A T

LA

N

T

IC

N A

V A

L S

T A

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IO

N

N O

R F

O…

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