1572053_P1394B_dwg 7of14.pdf

AND&

EXIST EXISTING

VINYL COMPOSITION TILEVCT

AFS

ADJ

AT

APPROX

AFF

BD

ALUM

APPROXIMATE

BOARD

ABOVE FINISH FLOOR

ABOVE FINISH SLAB

ALUMINUM

ADJUSTABLE, ADJUST

CEILING

COL

CLG

DIA

CMU

CONC

DOWNDN

EQUIP

ELEC

ELEV

EQUIPMENT

ELECTRIC

ELEVATION

CONCRETE MASONRY UNIT

CONCRETE

DIAMETER

COLUMN

FLOOR

FO

FLR

GWB GYPSUM WALL BOARD

FACE OF

EQ EQUAL

CENTER LINE

HORIZ HORIZONTAL

TYPICALTYP

TOC TOP OF CONCRETE

WIDTH / WASHER

VERT

W

VERTICAL

UNLESS OTHERWISE NOTEDUON

HOLLOW METALHM

VIF VERIFY IN FIELD

CL

ALT ALTERNATE

APC ARCHITECTURAL PRECAST CONCRETE

ACT ACOUSTICAL CEILING TILE

BLDG BUILDING

BLKG BLOCKING

BRG BEARING

BUR BUILT-UP ROOFING

CORNER GUARDCG

CONTROL JOINTCJ

CLEARCL

CONST CONSTRUCTION

CONT CONTINUOUS

CPT CARPET

CT CERAMIC TILE

D DEPTH / DRYER

DBL DOUBLE

DIAG DIAGONAL

DIM DIMENSION

DISP DISPENSER

DOWNSPOUTDS

DRAWINGDWG

EACHEA

EXPANSION JOINTEJ

EDGE OF SLABEOS

EPS EXPANDED POLYSTYRENE

EXP EXPANSION / EXPOSED

EXT EXTERIOR

FD FLOOR DRAIN

FEB FIRE EXTINGUISHER BRACKET

FEC FIRE EXTINGUISHER CABINET

FGL FIBERGLASS

FF FINISH FLOOR

FIN FINISH

FRT FIRE RETARDANT TREATED

GA GAUGE

GALV GALVANIZED

GFRG GLASS FIBER REINFORCED GYPSUM

GL GLASS

GYP GYPSUM

HDW HARDWARE

HDWD HARDWOOD

HT HEIGHT

HVAC

HEATING, VENTILATION, & AIR

CONDITIONING

ID INSIDE DIAMETER

INSUL INSULATION

INT INTERIOR

JT JOINT

LENGTH / LONG

MATL MATERIAL

SUSPENDEDSUSP

THR THRESHOLD

TOW TOP OF WALL

TP TOILET PARTITION

TOP & BOTTOMT & B

VINYL BASEVB

VTR VENT THRU ROOF

WITHW/

WITHOUTW/O

WALLCOVERINGWC

WOODWD

WINDOWWDW

WINDOW OPENINGWO

WORK POINTWP

WEIGHTWT

EXTRUDED POLYSTYRENEXPS

METALMTL

NIC

MISC MISCELLANEOUS

NOT IN CONTRACT

ROOM

SIMILAR

R

RM

REF

SIM

RO

SS

RADIUS

STAINLESS STEEL

ROUGH OPENING

REFRIGERATOR

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MO MASONRY OPENING

MTD MOUNTED

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

ORD OVERFLOW ROOF DRAIN

PL PLATE

PLAM PLASTIC LAMINATE

PLYWD PLYWOOD

PR PAIR

PTD PAINTED

RD ROOF DRAIN

REINF REINFORCING

REQ'D REQUIRED

RWL RAIN WATER LEADER

SAFB SOUND ATTENUATING FIRE BLANKETS

SF SQUARE FEET

SQUARESQ

STRUCTURALSTRUCT

STD STANDARD

STL STEEL

TTL TOTAL

PH PANIC HARDWARE

KO KNOCK OUT

L

1. PLAN DIMENSIONS SHOWN ARE TO FACE OF FRAMING MEMBERS, FACE OF MASONRY, FACE OF EXISTING WALL AND TO

CENTERLINE OF COLUMNS.

2. ALL NOTES, DETAILS, AND FEATURES DRAWN AS APPLICABLE FOR ONE CONDITION ARE APPLICABLE TO SIMILAR

CONDITIONS, WHETHER OR NOT SPECIFICALLY INDICATED.

3. LOCATE ALL INTERIOR DOOR FRAMES A DISTANCE OF 8" INCHES FROM THE THROAT RETURN TO THE CLOSEST

ADJACENT PERPENDICULAR PARTITION, UON.

4. ALL ELEVATIONS ARE MEASURED FROM THE REFERENCE ELEVATION +0'-0", WHICH IS THE TOP OF THE FIRST FLOOR

SLAB, UON.

5. DO NOT SCALE DRAWINGS TO DETERMINE DIMENSIONS OR SIZES OF BUILDING ELEMENTS.

6. ALL WOOD BLOCKING AND MISCELLANEOUS STEEL SHOWN IN DETAILS AND SECTIONS SHALL BE CONTINUOUS, UON.

7. USE FIRE-RETARDANT TREATED WOOD PRODUCTS FOR ALL CONCEALED WOOD BLOCKING, UON.

8. USE PRESERVATIVE-TREATED WOOD PRODUCTS FOR ALL WOOD BLOCKING IN CONTACT WITH EXTERIOR MASONRY OR CONCRETE WALLS, AND FOR ALL WOOD BLOCKING IN CONTACT WITH CONCRETE SLABS ON GRADE.

9. VERIFY ALL DIMENSIONS. BRING ANY DISCREPANCIES TO THE IMMEDIATE ATTENTION OF THE ARCHITECT.

10. NOTIFY ARCHITECT OF ANY DISCREPANCY BETWEEN DRAWINGS, SPECIFICATIONS AND/OR EXISTING CONDITIONS.

11. PROVIDE WOOD OR METAL BLOCKING BEHIND GYPSUM BOARD AT THE FOLLOWING LOCATIONS:

A. ALL WALL-MOUNTED OR CEILING-MOUNTED DOOR STOPS, DOOR HOLD-OPEN DEVICES, AND OTHER HARDWARE.

B. ALL WALL-MOUNTED TOILET ACCESSORIES. AT GRAB BARS, PROVIDE BLOCKING CAPABLE OF RESISTING A MINIMUM LOAD OF 250 POUNDS APPLIED VERTICALLY OR HORIZONTALLY AT ANY POINT ON THE GRAB BAR.

C. ALL WALL-MOUNTED PLUMBING FIXTURES, INCLUDING BUT NOT LIMITED TO LAVATORIES, SINKS, URINALS, WATER CLOSETS, AND WATER COOLERS. PROVIDE BLOCKING CAPABLE OF RESISTING A MINIMUM LOAD OF 400 POUNDS

APPLIED VERTICALLY AT ANY POINT ON THE PLUMBING FIXTURE.

D. ALL WALL-MOUNTED CABINETRY, SHELVING, AND SIMILAR ITEMS.

E. ALL WALL-MOUNTED VIDEO MONITORS, AND SIMILAR ITEMS.

12. ALL MATERIALS USED IN THE PROJECT SHALL BE NEW AND PROVIDED BY THE CONTRACTOR, UON.

13. USE BITUMINOUS MEMBRANE TO SEPARATE PRESERVATIVE-TREATED WOOD PRODUCTS FROM CONTACT WITH ANY

METAL SURFACE.

GWB GYPSUM WALL BOARD

GFRG GLASS FIBER REINFORCED GYPSUM

GL GLASS

GYP GYPSUM

HVAC

GFCI GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

GFGI GOVERNMENT FURNISHED

GOVERNMENT INSTALLED

METALMTL

MTG MOUNTING

GYPSUM WALLBOARD / PLASTER / GROUT /

SPRAY FOAM INSULATION / SPRAY FIREPROOFING

CONCRETE INTERRUPTED WOOD BLOCKING

BRICK

CONCRETE MASONRY UNIT (CMU)

BATT / LOOSE / BLANKET INSULATION

CONTINUOUS WOOD BLOCKING / FRAMING

PLYWOOD / MDF

RIGID INSULATION

EARTH

POROUS FILL MINERAL WOOL INSULATION

A

DEMOLITION NOTE

SPECIALTY ITEM DESIGNATION

MATCH LINE

A1

AE201

A1

AE20

A3

A2A4

ROOM NAME

NEW WORK KEYNOTE

PARTITION / WALL TYPE

DETAIL / PLAN NUMBER

SHEET WHERE SHOWN

ELEVATION NUMBER

SHEET WHERE SHOWN

TRUE NORTH INDICATOR

PLAN NORTH INDICATOR

XX.X

COLUMN GRID LINE ELEVATION DATUM

+12'-0"

FIRST FLOOR

ROOM DESIGNATION

DIRECTION OF SLOPE

ROOF SLOPE

FLOOR DRAIN

FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHER BRACKET

FD

DETAIL, SECTION,

ELEVATION TITLE

NAME

SCALE:

A1

DETAIL / ENLARGED PLAN

PLAN TITLE

AND NORTH ARROWNAME

SCALE:

INTERIOR ELEVATION

EXTERIOR ELEVATION

ELEVATION NUMBER

SHEET WHERE SHOWN

BUILDING SECTION

SECTION NUMBER

SHEET WHERE SHOWN

DETAIL / WALL SECTION

SECTION NUMBER

SHEET WHERE

SHOWN

DOOR NUMBER1

AE301

A1

AE301

A1

AE301

A1

A1

AE101

BUILDING

FEC

FEB

WINDOW / LOUVER / STOREFRONT

DESIGNATION

REVISION TAG

S1W1 L1

NOT ALL ABBREVIATIONS, SYMBOLS, AND LEGEND GRAPHICS

LISTED ARE NECESSARILY USED ON THIS PROJECT. REFER TO

DOCUMENTS FOR SPECIFIC INFORMATION.

2' X 2' ACOUSTICAL TILE LAY-IN CEILING

GWB CEILING / SOFFIT

METAL PANEL CEILING / SOFFIT

OS

S

MECHANICAL EQUIPMENT

LIGHT FIXTURES

EXIT LIGHT / EXIT LIGHT W/ ARROW

PHOTO-ELECTRIC SWITCH

SPEAKER / SPEAKER STROBE / HORN STROBE

OCCUPANCY SENSOR

CARBON MONOXIDE SENSOR

SMOKE DETECTOR

CEILING HEIGHT

EXPOSED CEILING

CO

8'-0"

S

S

P

EXP

EMERGENCY BATTERY POWERED

LIGHTING UNIT (SEE ELECTRICAL)

F

PERFORATED METAL PANEL CEILING / SOFFIT

WALL MOUNTED LIGHT FIXTURES

EMERGENCY LIGHT FIXTURES WALL MOUNTED EMERGENCY

LIGHT FIXTURES

OS

WALL-MOUNTED OCCUPANCY SENSOR

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A

B

C

D

1 2 3 4 5

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A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

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DRAWFORM REVISION: 7 FEBRUARY 2019

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

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E N

G

IN

E E

R

IN

G C

O M

M A

N D

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ID

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UNCLASSIFIED

UNCLASSIFIED

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JMB

12827064

CJL CJL

12/2/2020

APPROVED BY SOFIA SCHWARTZ, DEPUTY DIRECTOR

OF INSTALLATION DEVELOPMENT, WITH MCB CAMP

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V

IL

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C A

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ARCHITECTURAL GENERAL NOTES

ARCHITECTURAL ABBREVIATIONS

ARCHITECTURAL SYMBOLOGY

MATERIAL LEGEND

RCP LEGEND

S Y

M D

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C R

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T

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D A

T E

A P

P R clacross Typewritten Text

DSN

2' - 0"23' - 0"25' - 0"25' - 0"25' - 0"25' - 0"25' - 0"25' - 0"25' - 0"23' - 0"2' - 0"2' - 0"23' - 0"23' - 0"2' - 0"

ENGINE

STORAGE

C103

BOAT

MAINTENANCE

C101

SIPR CAFE

C112

COMM

C115

ENGINE

MAINTENANCE

C102

RUBBER

REPAIR

C116

C12C11C10C9C8C7C6C5C4C3C2C1

CACA

CFCF

C13

PARTS

C105

ELEC

C114

WOMENS

C106

LIFE SAFETY

STORAGE

C109

OFFICE

C111

BB

C104

BOILER RM

C107

OFFICE

C110

SPRINK

C113

MENS

C108

CBCB

CCCC

CDCD

CECE

AE102CAE101C

AREA A AREA B

AE102CAE101C

AREA A AREA B

50' - 0" 225' - 0"

1'

4"

1'

4"

BOAT

MAINTENANCE

C101

SCALE: 3/32" = 1'-0"

RR456 - FLOOR PLAN - OVERALL

3/32" = 1' - 0" 0 5' 10' 20' 40'

GRAPHIC SCALE(S)

KEY PLANGENERAL NOTES

AREA A AREA B

1. PLAN DIMENSIONS SHOWN ARE TO FACE OF FRAMING MEMBERS, FACE OF

MASONRY, AND TO CENTER LINE OF COLUMNS, EXCLUSIVE OF INTERIOR

WALLS.

2. REFER TO AREA PLANS FOR MORE INFORMATION.

3. REFER TO CIVIL DRAWINGS FOR ALL HARDSCAPE CONNECTIONS TO

BUILDING.

VIRGINIA BEACH, VA 23462

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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

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C O

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A N

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DRAWFORM REVISION: 7 FEBRUARY 2019

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 C

O M

M A

N D

M

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UNCLASSIFIED

UNCLASSIFIED

U N

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IF

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1572053

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JMB

12827065

CJL CJL

12/2/2020

APPROVED BY SOFIA SCHWARTZ, DEPUTY DIRECTOR

OF INSTALLATION DEVELOPMENT, WITH MCB CAMP

LEJEUNE, VIA EMAIL

SGL/JPC

JA

C

K S

O N

V

IL

LE

, N

C M

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C A

M P

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EJA

DJD

S Y

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P R clacross

AE202C

A1

M A

T C

H

LI

N E

A E

2C

M A

T C

H

LI

N E

A E

2C

AE201C

B1

AE202C

C1

C8C7C6C5C4C3C2C1

CA

CF

23' - 0" 23' - 0" 4' - 0" 23' - 0" 25' - 0" 25' - 0" 25' - 0"

2' - 0" 2' - 8" 16' - 0" 8' - 8" 12' - 0" 3' - 4" 3' - 4" 10' - 8" 12' - 0" 9' - 4" 3' - 4" 4' - 8" 3' - 4" 8' - 8"

BOAT

MAINTENANCE

C101

RUBBER

REPAIR

C116

1' - 8" 3' - 8" 6' - 8"

1' - 4"

10' - 0" 18' - 0" 6' - 8" 4' - 4" 8' - 8" 10' - 0" 10' - 0"

C

6A

C

6B

ENGINE

STORAGE

C103

C

2B

C

3A

1'

4"

3'

4"

3'

4"

1'

4"

1' - 8" 3' - 8" 6' - 8" 54' - 0" 6' - 8" 4' - 0"

ELEC

C114 LIFE SAFETY

STORAGE

C109

COMM

C115

SIPR CAFE

C112

OFFICE

C111

C

5 C

4'

0" 8'

8"

4' - 8" 16' - 0" 8' - 8" 12' - 0" 3' - 4" 3' - 4"

C101A C102A

C101B

C101C

C101D C116C C116E

C

6D

ENGINE

MAINTENANCE

C102 C

2C

A1

AE301C

SPRINK

C113

C

C

TYP

TYP9

TYP

TYP

M8.3M8.3

M8.3

M8.2M8.2

M8.3

M8.2

M8.3M8.3

CB

CC

CD

CE

25 25

25 25

M8.2

TYP

TYP

TYP

M8.2

4'

8"

M8.1 M8.1

M8.3

M8.3

M8.3

8' - 0"

TYP

4'

0"

TYP 35

FEB

FEB

FEB

FEB

FEB

VIRGINIA BEACH, VA 23462

SUITE 1400

757·455·5800 FAX 757·455·5638

WWW.CLARKNEXSEN.COM

4525 MAIN STREET

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

C O

M M

A N

D

DRAWFORM REVISION: 7 FEBRUARY 2019

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 C

O M

M A

N D

M

ID

-A

T L A

N T

IC

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A V

A L

S T

A T

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N

N

O R

F O

L K

V

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AS NOTED

UNCLASSIFIED

UNCLASSIFIED

U N

C

LA

S S

IF

IE

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XXXXX-XX-X-XXXX

1572053

AE101C

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JMB

12827066

CJL CJL

12/2/2020

APPROVED BY SOFIA SCHWARTZ, DEPUTY DIRECTOR

OF INSTALLATION DEVELOPMENT, WITH MCB CAMP

LEJEUNE, VIA EMAIL

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IL

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U

N E

EJA

DJD

1. PLAN DIMENSIONS SHOWN ARE TO FACE OF FRAMING MEMBERS, FACE OF

MASONRY, AND TO CENTER LINE OF COLUMNS, EXCLUSIVE OF INTERIOR

WALLS.

2. ALL INTERIOR DIMENSIONS ARE TO FACE OF PARTITION ASSEMBLY AS

DEFINED BY THE PARTITION SCHEDULE AND IS EXCLUSIVE OF ANY APPLIED

FINISH.

3. REFER TO SHEET AE501 FOR THE PARTITION TYPES SCHEDULE. ALL

INTERIOR PARTITIONS ARE TO BE TYPE M8.1 UON.

4. ALL DIMENSIONS TO BE FIELD VERIFIED PRIOR TO INSTALLATION OF

EQUIPMENT / SHELVING / CASEWORK.

5. ANY CONFLICTING INFORMATION BETWEEN THE ARCHITECTURAL DRAWINGS

AND THE CIVIL, LANDSCAPE, STRUCTURAL, FIRE PROTECTION, PLUMBING,

HVAC, AUDIOVISUAL OR ELECTRICAL DRAWINGS SHALL BE NOTED IN

WRITING TO THE ARCHITECT FOR REVIEW AND MUST BE CLARIFIED PRIOR

TO COMMENCING THE CONSTRUCTION IN QUESTION.

6. PROVIDE FIRE RETARDANT TREATED WOOD BLOCKING IN METAL STUD

PARTITIONS FOR MOUNTING FIXTURES, MILLWORK, SHELVING, HARDWARE,

DOOR STOPS AND OTHER EQUIPMENT.

7. VERIFY AND COORDINATE PENETRATIONS THROUGH FLOOR SLABS, ROOF

DECK AND PARTITIONS WITH PM&E AND FP SHOP DRAWINGS.

8. VERIFY AND COORDINATE FINISH FLOOR ELEVATIONS WITH CIVIL AND

STRUCTURAL PRIOR TO COMMENCING CONSTRUCTION. NOTIFY ARCHITECT

IN WRITING BEFORE CONSTRUCTION OF ANY CONFLICTS.

9. REFER TO CIVIL FOR EXTERIOR SITE IMPROVEMENTS, HARDSCAPE LAYOUT

AND ADDITIONAL BOLLARD LOCATIONS NOT SHOWN ON ARCHITECTURAL

PLANS.

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

RR456 - FLOOR PLAN - AREA A

1/8" = 1' - 0" 0 5' 10' 15' 30'

GRAPHIC SCALE(S)

KEY PLAN

# KEY NOTES

GENERAL NOTES

AREA A AREA B

1 6" DIAMETER, CONCRETE FILLED, PAINTED STEEL BOLLARD (SEE DETAIL A3

/ AE402 AND PLAN DETAIL C3/AE402)

3 3/4" DEPRESSED SLAB AT OVERHEAD DOORS (SEE DETAIL A5 / AE402)

8 TELECOMM RACK (REFER TO ELECTRICAL)

9 ELECTRICAL PANEL (REFER TO ELECTRICAL)

11 HEAT PUMP ON CONCRETE PAD (REFER TO MECHANICAL AND CIVIL)

16 REMOTE COMPRESSOR UNIT ON CONCRETE PAD (REFER TO MECHANICAL

AND CIVIL)

19 EYE WASH STATION (REFER TO PLUMBING)

20 BACKFLOW PREVENTER LOCATION (REFER TO FIRE PROTECTION)

25 FREESTANDING MOTORIZED BEAM CRANE STRUCTURE (REFER TO

STRUCTURAL FOR DIMENSIONS). PROVIDE BOLLARDS AROUND COLUMNS.

26 STRIPED EGRESS PATH (SAFETY YELLOW)

28 MARINE ENGINE TEST TANK PIT (REFER TO STRUCTURAL)

29 MARINE ENGINE TEST TANK (REFER TO SPEC SECTION 115710)

35 CONCRETE PIER (REFER TO STRUCTURAL)

S Y

M D

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C R

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D A

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A P

P R clacross

AE201C

C1

AE201C

A1

M A

T C

H

LI

N E

A E

1C

M A

T C

H

LI

N E

A E

1C

AE202C

B1

C12C11C10C9C8

CA

CF

C13

25' - 0" 25' - 0" 25' - 0" 25' - 0" 23' - 0"

LIFE SAFETY

STORAGE

C109

OFFICE

C111

OFFICE

C110

C

C

C

9A

1' - 4" 1' - 10" 6' - 8" 24' - 2" 42' - 0" 5' - 4"

PARTS

C105

BB

C104 C104

6'

8" 2'

8"

BOILER RM

C107

WOMENS

C106

MENS

C108

BOAT

MAINTENANCE

C101

C106A C108A C108B C108C

C

16' - 0" 6' - 0"

C109B

10' - 0" 11' - 4"

4'

0"

3'

4" 3'

4"

C101F

C101E

C

1G

6' - 8" 7' - 4" 3' - 4" 42' - 8"

C

B2

AE301C

B2

AE301C

A1

AE301C

TYP

TYP

TYP

TYP

AE401C

B2

AE401C

A1

M8.3M8.3

M8.1

M8.2

M8.2M8.2

M8.2M8.2

M8.2 M8.2M8.2

M8.2

C

3B

19 C106B

CB

CC

CD

CE

3' - 0" 3' - 4"

ENGINE

STORAGE

C103

1' - 0"

TYP24

27' - 4" 15' - 9"

TYP

FEB

FEB FEB

FEB

VIRGINIA BEACH, VA 23462

SUITE 1400

757·455·5800 FAX 757·455·5638

WWW.CLARKNEXSEN.COM

4525 MAIN STREET

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

C O

M M

A N

D

DRAWFORM REVISION: 7 FEBRUARY 2019

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 C

O M

M A

N D

M

ID

-A

T L A

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

UNCLASSIFIED

UNCLASSIFIED

U N

C

LA

S S

IF

IE

D

XXXXX-XX-X-XXXX

1572053

AE102C

P S

O F

M O

T O

R T

R A

N S

P O

R T

M A

IN

T

E N

A N

C E

E X

P A

N S

IO

N

S

IT

E

R R

F

LO

O

R P

LA

N

A

R E

A B

JMB

12827067

CJL CJL

12/2/2020

APPROVED BY SOFIA SCHWARTZ, DEPUTY DIRECTOR

OF INSTALLATION DEVELOPMENT, WITH MCB CAMP

LEJEUNE, VIA EMAIL

SGL/JPC

JA

C

K S

O N

V

IL

LE

, N

C M

C B

C A

M P

L E

JE

U

N E

EJA

DJD

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

RR456 - FLOOR PLAN - AREA B AREA A AREA B

1. PLAN DIMENSIONS SHOWN ARE TO FACE OF FRAMING MEMBERS, FACE OF

MASONRY, AND TO CENTER LINE OF COLUMNS, EXCLUSIVE OF INTERIOR

WALLS.

2. ALL INTERIOR DIMENSIONS ARE TO FACE OF PARTITION ASSEMBLY AS

DEFINED BY THE PARTITION SCHEDULE AND IS EXCLUSIVE OF ANY APPLIED

FINISH.

3. REFER TO SHEET AE501 FOR THE PARTITION TYPES SCHEDULE. ALL

INTERIOR PARTITIONS ARE TO BE TYPE M8.1 UON.

4. ALL DIMENSIONS TO BE FIELD VERIFIED PRIOR TO INSTALLATION OF

EQUIPMENT / SHELVING / CASEWORK.

5. ANY CONFLICTING INFORMATION BETWEEN THE ARCHITECTURAL DRAWINGS

AND THE CIVIL, LANDSCAPE, STRUCTURAL, FIRE PROTECTION, PLUMBING,

HVAC, AUDIOVISUAL OR ELECTRICAL DRAWINGS SHALL BE NOTED IN

WRITING TO THE ARCHITECT FOR REVIEW AND MUST BE CLARIFIED PRIOR

TO COMMENCING THE CONSTRUCTION IN QUESTION.

6. PROVIDE FIRE RETARDANT TREATED WOOD BLOCKING IN METAL STUD

PARTITIONS FOR MOUNTING FIXTURES, MILLWORK, SHELVING, HARDWARE,

DOOR STOPS AND OTHER EQUIPMENT.

7. VERIFY AND COORDINATE PENETRATIONS THROUGH FLOOR SLABS, ROOF

DECK AND PARTITIONS WITH PM&E AND FP SHOP DRAWINGS.

8. VERIFY AND COORDINATE FINISH FLOOR ELEVATIONS WITH CIVIL AND

STRUCTURAL PRIOR TO COMMENCING CONSTRUCTION. NOTIFY ARCHITECT

IN WRITING BEFORE CONSTRUCTION OF ANY CONFLICTS.

9. REFER TO CIVIL FOR EXTERIOR SITE IMPROVEMENTS, HARDSCAPE LAYOUT

AND ADDITIONAL BOLLARD LOCATIONS NOT SHOWN ON ARCHITECTURAL

PLANS.

1/8" = 1' - 0" 0 5' 10' 15' 30'

GRAPHIC SCALE(S)

KEY PLAN

# KEY NOTES

GENERAL NOTES

1 6" DIAMETER, CONCRETE FILLED, PAINTED STEEL BOLLARD (SEE DETAIL A3

/ AE402 AND PLAN DETAIL C3/AE402)

3 3/4" DEPRESSED SLAB AT OVERHEAD DOORS (SEE DETAIL A5 / AE402)

11 HEAT PUMP ON CONCRETE PAD (REFER TO MECHANICAL AND CIVIL)

19 EYE WASH STATION (REFER TO PLUMBING)

24 AV EQUIPMENT (REFER TO AUDIOVISUAL)

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P R clacross

C7C6C5

CA

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

MECHANICAL

PLATFORM

C201 20

TYP

S4N

S4N

SE4

B1

AE601

A4

AE403

L4 L3

C7C6C5

CA

MECHANICAL

PLATFORM

C201

EXP

VIRGINIA BEACH, VA 23462

SUITE 1400

757·455·5800 FAX 757·455·5638

WWW.CLARKNEXSEN.COM

4525 MAIN STREET

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

C O

M M

A N

D

DRAWFORM REVISION: 7 FEBRUARY 2019

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 C

O M

M A

N D

M

ID

-A

T L A

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

UNCLASSIFIED

UNCLASSIFIED

U N

C

LA

S S

IF

IE

D

XXXXX-XX-X-XXXX

1572053

AE103C

P S

O F

M O

T O

R T

R A

N S

P O

R T

M A

IN

T

E N

A N

C E

E X

P A

N S

IO

N

S

IT

E

R R

M

E C

H A

N

IC

A L

P

LA

TF

O

R M

P

LA

N A

N D

R E

F

LE

C

TE

D C

E

IL

IN

G

P

LA

N

JMB

12827068

CJL CJL

12/2/2020

APPROVED BY SOFIA SCHWARTZ, DEPUTY DIRECTOR

OF INSTALLATION DEVELOPMENT, WITH MCB CAMP

LEJEUNE, VIA EMAIL

SGL/JPC

JA

C

K S

O N

V

IL

LE

, N

C M

C B

C A

M P

L E

JE

U

N E

EJA

DJD

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

RR456 - MECHANICAL PLATFORM PLAN

AREA A AREA B

1. PLAN DIMENSIONS SHOWN ARE TO FACE OF FRAMING MEMBERS, FACE OF

MASONRY, AND TO CENTER LINE OF COLUMNS, EXCLUSIVE OF INTERIOR

WALLS.

2. ALL INTERIOR DIMENSIONS ARE TO FACE OF PARTITION ASSEMBLY AS

DEFINED BY THE PARTITION SCHEDULE AND IS EXCLUSIVE OF ANY APPLIED

FINISH.

3. REFER TO SHEET AE501 FOR THE PARTITION TYPES SCHEDULE. ALL

INTERIOR PARTITIONS ARE TO BE TYPE M8.1 UON.

4. ALL DIMENSIONS TO BE FIELD VERIFIED PRIOR TO INSTALLATION OF

EQUIPMENT / SHELVING / CASEWORK.

5. ANY CONFLICTING INFORMATION BETWEEN THE ARCHITECTURAL DRAWINGS

AND THE CIVIL, LANDSCAPE, STRUCTURAL, FIRE PROTECTION, PLUMBING,

HVAC, AUDIOVISUAL OR ELECTRICAL DRAWINGS SHALL BE NOTED IN

WRITING TO THE ARCHITECT FOR REVIEW AND MUST BE CLARIFIED PRIOR

TO COMMENCING THE CONSTRUCTION IN QUESTION.

6. PROVIDE FIRE RETARDANT TREATED WOOD BLOCKING IN METAL STUD

PARTITIONS FOR MOUNTING FIXTURES, MILLWORK, SHELVING, HARDWARE,

DOOR STOPS AND OTHER EQUIPMENT.

7. VERIFY AND COORDINATE PENETRATIONS THROUGH FLOOR SLABS, ROOF

DECK AND PARTITIONS WITH PM&E AND FP SHOP DRAWINGS.

8. VERIFY AND COORDINATE FINISH FLOOR ELEVATIONS WITH CIVIL AND

STRUCTURAL PRIOR TO COMMENCING CONSTRUCTION. NOTIFY ARCHITECT

IN WRITING BEFORE CONSTRUCTION OF ANY CONFLICTS.

9. REFER TO CIVIL FOR EXTERIOR SITE IMPROVEMENTS, HARDSCAPE LAYOUT

AND ADDITIONAL BOLLARD LOCATIONS NOT SHOWN ON ARCHITECTURAL

PLANS.

1/8" = 1' - 0" 0 5' 10' 15' 30'

GRAPHIC SCALE(S)

KEY PLAN

# KEY NOTES

GENERAL NOTES

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

RR456 - MECHANICAL PLATFORM -

REFLECTED CEILING PLAN

1 PREFINISHED STANDING SEAM METAL SHADING DEVICE (SEE EXTERIOR

ELEVATIONS FOR DETAIL REFERENCE)

5 MOTORIZED BEAM CRANE SUPPORT BEAMS (REFER TO STRUCTURAL)

6 SUSPENDED AIR HANDLING UNIT (REFER TO MECHANICAL)

12 RECESSED UNIT HEATER (REFER TO MECHANICAL)

20 2 INSWINGING SAFETY GATES. WELD GATE POSTS TO METAL DECKING.

10. REFER TO AE104C FOR REFLECTED CEILING PLAN GENERAL NOTES.

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P R clacross

F F

S

OS OS

OS

O S

O S

O S

O S

OS

OS

OSOS

OS OS OS

OS

M A

T C

H

LI

N E

A E

5C

M A

T C

H

LI

N E

A E

5C

C8C7C6C5C4C3C2C1

CA

CF

ENGINE

STORAGE

C103

BOAT

MAINTENANCE

C101

SIPR CAFE

C112

ENGINE

MAINTENANCE

C102

RUBBER

REPAIR

C116

SPRINK

C113

COMM

C115

ELEC

C114

LIFE SAFETY

STORAGE

C109

OFFICE

C111

EXP EXP

EXP

EXP

TYP2

CB

CC

CD

CE

TYP10

EXP

TYP17

8'-0"

9'-0"

B1

AE601

A4

AE403

TYP10

8'

6" 2'

6"

VIRGINIA BEACH, VA 23462

SUITE 1400

757·455·5800 FAX 757·455·5638

WWW.CLARKNEXSEN.COM

4525 MAIN STREET

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

C O

M M

A N

D

DRAWFORM REVISION: 7 FEBRUARY 2019

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 C

O M

M A

N D

M

ID

-A

T L A

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

UNCLASSIFIED

UNCLASSIFIED

U N

C

LA

S S

IF

IE

D

XXXXX-XX-X-XXXX

1572053

AE104C

P S

O F

M O

T O

R T

R A

N S

P O

R T

M A

IN

T

E N

A N

C E

E X

P A

N S

IO

N

S

IT

E

R R

R

E F

LE

C

T E

D C

E

IL

IN

G

P

LA

N

A R

E A

A

JMB

12827069

CJL CJL

12/2/2020

APPROVED BY SOFIA SCHWARTZ, DEPUTY DIRECTOR

OF INSTALLATION DEVELOPMENT, WITH MCB CAMP

LEJEUNE, VIA EMAIL

SGL/JPC

JA

C

K S

O N

V

IL

LE

, N

C M

C B

C A

M P

L E

JE

U

N E

EJA

DJD

1. REFER TO SHEET A-001 FOR RCP LEGEND.

2. REFER TO SHEETS AE501 FOR CEILING DETAILS.

3. HVAC & LIGHTING FIXTURES SHOWN ARE FOR GRAPHICAL PURPOSES

ONLY. GC TO REFER TO PME DRAWINGS AND SPINKLER PIPING SHOP

DRAWINGS AND SHOULD NOTIFY ARCHITECT IMMEDIATELY OF ANY

CONFLICTS OR DISCREPANCIES.

4. . GENERAL CONTRACTOR TO COORDINATE ALL SOFFIT/ BULKHEAD FRAMING

WITH FINAL LIGHTING FIXTURES & HVAC DIFFUSER LOCATIONS.

5. GENERAL CONTRACTOR TO FIELD VERIFY CEILING HEIGHTS SHOWN ON

RCP DRAWINGS PRIOR TO INSTALLATION OF ALL MECHANICAL DUCTWORK,

SPRINKLER PIPING, ELECTRICAL EQUIPMENT, CONDUITS, ETC. ARCHITECT

TO BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES.

6. GENERAL CONTRACTOR TO INSTALL WIRE HANGERS @ ALL CORNERS OF

LIGHT FIXTURES, REGISTERS, & GRILLES.

7. REFER TO INTERIOR & EXTERIOR SECTIONS FOR ADDITIONAL CEILING

DETAILS NOT NOTED ON THIS SHEET.

8. ALL RECESSED LIGHTING SHALL BE CENTERED WITHIN THE SOFFIT

DIMENSIONS UNLESS OTHERWISE NOTED.

9. WHERE ACT IS LOCATED, ALL FIXTURES INCLUDING BUT NOT LIMITED TO

MOTION DETECTORS, FIRE ALARM DEVICES, & SPINKLER HEADS, ARE TO

BE LOCATED IN THE CENTER OF THE TILE .

10. WHERE GWB SOFFITS SPAN LONGER THAN 24'-0", CONTROL JOINTS

SHOULD BE LOCATED IN GWB SOFFIT EVERY 24'-0". ALIGN WITH CONTROL

JOINTS IN GWB WALLS WHERE PRESENT.

11. PROVIDE MOISTURE RESISTANT ACOUSTICAL CEILING TILE IN LOCKER

ROOMS AND RESTROOMS, TYP.

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

RR456 - REFLECTED CEILING PLAN - AREA A

1/8" = 1' - 0" 0 5' 10' 15' 30'

GRAPHIC SCALE(S)

KEY PLAN

# KEY NOTES

GENERAL NOTES

AREA A AREA B

1 PREFINISHED STANDING SEAM METAL SHADING DEVICE (SEE EXTERIOR

ELEVATIONS FOR DETAIL REFERENCE)

2 OVERHEAD DOOR HOOD

5 MOTORIZED BEAM CRANE SUPPORT BEAMS (REFER TO STRUCTURAL)

8 WALL MOUNTED INDOOR AC UNIT (REFER TO MECHANICAL)

10 WALL MOUNTED LIGHT FIXTURE (REFER TO ELECTRICAL)

12 RECESSED UNIT HEATER (REFER TO MECHANICAL)

13 PERFORATED METAL LINER PANEL

17 PEMB FRAME. (PURLINS NOT SHOWN FOR DRAWING CLARITY.)

19 SIDEWALL EXHAUST FAN (REFER TO MECHANICAL)

24 CEILING CONTROL JOINT. (SEE DETAIL B1/ AE501)

28 DISPLAY, REFER TO AV DRAWINGS

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P R clacross

F

F

F

F F

OSOS

OSOS

OS OS

OS OS

OS

OSOSOS

OS OS OS

OSOS

OS

OS

OS

M A

T C

H

LI

N E

A E

4C

M A

T C

H

LI

N E

A E

4C

C12C11C10C9C8

CA

CF

C13

LIFE SAFETY

STORAGE

C109

OFFICE

C111

OFFICE

C110

BOAT

MAINTENANCE

C101

WOMENS

C106

BOILER RM

C107

MENS

C108

EXP

EXP

EXP

ENGINE

STORAGE

C103

PARTS

C105

CB

CC

CD

CE

TYP1

EXP

TYP10

9'-0"

2 TYP1

TYP17

9'-0" 9'-0" 9'-0"

9'-0"

9'-0"

9'-0"

9'-0"

BB

C104

9'-0"

10'-0"

9'-0"

7'-4"

8'-0"

8'-0"

8'-0"

8'-6"8'-6" 9'-0"

23 23

VIRGINIA BEACH, VA 23462

SUITE 1400

757·455·5800 FAX 757·455·5638

WWW.CLARKNEXSEN.COM

4525 MAIN STREET

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

C O

M M

A N

D

DRAWFORM REVISION: 7 FEBRUARY 2019

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 C

O M

M A

N D

M

ID

-A

T L A

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

UNCLASSIFIED

UNCLASSIFIED

U N

C

LA

S S

IF

IE

D

XXXXX-XX-X-XXXX

1572053

AE105C

P S

O F

M O

T O

R T

R A

N S

P O

R T

M A

IN

T

E N

A N

C E

E X

P A

N S

IO

N

S

IT

E

R R

R

E F

LE

C

TE

D

C E

IL

IN

G P

LA

N

A

R E

A B

JMB

12827070

CJL CJL

12/2/2020

APPROVED BY SOFIA SCHWARTZ, DEPUTY DIRECTOR

OF INSTALLATION DEVELOPMENT, WITH MCB CAMP

LEJEUNE, VIA EMAIL

SGL/JPC

JA

C

K S

O N

V

IL

LE

, N

C M

C B

C A

M P

L E

JE

U

N E

EJA

DJD

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

RR456 - REFLECTED CEILING PLAN - AREA B AREA A AREA B

1. REFER TO SHEET A-001 FOR RCP LEGEND.

2. REFER TO SHEETS AE501 FOR CEILING DETAILS.

3. HVAC & LIGHTING FIXTURES SHOWN ARE FOR GRAPHICAL PURPOSES

ONLY. GC TO REFER TO PME DRAWINGS AND SPINKLER PIPING SHOP

DRAWINGS AND SHOULD NOTIFY ARCHITECT IMMEDIATELY OF ANY

CONFLICTS OR DISCREPANCIES.

4. . GENERAL CONTRACTOR TO COORDINATE ALL SOFFIT/ BULKHEAD FRAMING

WITH FINAL LIGHTING FIXTURES & HVAC DIFFUSER LOCATIONS.

5. GENERAL CONTRACTOR TO FIELD VERIFY CEILING HEIGHTS SHOWN ON

RCP DRAWINGS PRIOR TO INSTALLATION OF ALL MECHANICAL DUCTWORK,

SPRINKLER PIPING, ELECTRICAL EQUIPMENT, CONDUITS, ETC. ARCHITECT

TO BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES.

6. GENERAL CONTRACTOR TO INSTALL WIRE HANGERS @ ALL CORNERS OF

LIGHT FIXTURES, REGISTERS, & GRILLES.

7. REFER TO INTERIOR & EXTERIOR SECTIONS FOR ADDITIONAL CEILING

DETAILS NOT NOTED ON THIS SHEET.

8. ALL RECESSED LIGHTING SHALL BE CENTERED WITHIN THE SOFFIT

DIMENSIONS UNLESS OTHERWISE NOTED.

9. WHERE ACT IS LOCATED, ALL FIXTURES INCLUDING BUT NOT LIMITED TO

MOTION DETECTORS, FIRE ALARM DEVICES, & SPINKLER HEADS, ARE TO

BE LOCATED IN THE CENTER OF THE TILE .

10. WHERE GWB SOFFITS SPAN LONGER THAN 24'-0", CONTROL JOINTS

SHOULD BE LOCATED IN GWB SOFFIT EVERY 24'-0". ALIGN WITH CONTROL

JOINTS IN GWB WALLS WHERE PRESENT.

11. PROVIDE MOISTURE RESISTANT ACOUSTICAL CEILING TILE IN LOCKER

ROOMS AND RESTROOMS, TYP.

1/8" = 1' - 0" 0 5' 10' 15' 30'

GRAPHIC SCALE(S)

KEY PLAN

# KEY NOTES

GENERAL NOTES

1 PREFINISHED STANDING SEAM METAL SHADING DEVICE (SEE EXTERIOR

ELEVATIONS FOR DETAIL REFERENCE)

2 OVERHEAD DOOR HOOD

8 WALL MOUNTED INDOOR AC UNIT (REFER TO MECHANICAL)

10 WALL MOUNTED LIGHT FIXTURE (REFER TO ELECTRICAL)

11 GWB BULKHEAD (SEE DETAIL A4/AE501)

12 RECESSED UNIT HEATER (REFER TO MECHANICAL)

17 PEMB FRAME. (PURLINS NOT SHOWN FOR DRAWING CLARITY.)

23 GWB BULKHEAD (SEE DETAIL D4/AE402)

24 CEILING CONTROL JOINT. (SEE DETAIL B1/ AE501)

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P R clacross

C12C11C10C9C8C7C6C5C4C3C2C1

CA

CF

C13

1 2

TYP

TYP4

TYP5TYP4

DSDSDSDSDSDS

DSDSDSDSDSDS

CB

CC

CD

CE

DS

DS

A1

AE402C

A2

AE402C

A4

AE402C

TYP15

TYP12

VIRGINIA BEACH, VA 23462

SUITE 1400

757·455·5800 FAX 757·455·5638

WWW.CLARKNEXSEN.COM

4525 MAIN STREET

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

C O

M M

A N

D

DRAWFORM REVISION: 7 FEBRUARY 2019

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 C

O M

M A

N D

M

ID

-A

T L A

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

UNCLASSIFIED

UNCLASSIFIED

U N

C

LA

S S

IF

IE

D

XXXXX-XX-X-XXXX

1572053

AE106C

P S

O F

M O

T O

R T

R A

N S

P O

R T

M A

IN

T

E N

A N

C E

E X

P A

N S

IO

N

S

IT

E

R R

R

O O

F P

LA

N

JMB

12827071

CJL CJL

12/2/2020

APPROVED BY SOFIA SCHWARTZ, DEPUTY DIRECTOR

OF INSTALLATION DEVELOPMENT, WITH MCB CAMP

LEJEUNE, VIA EMAIL

SGL/JPC

JA

C

K S

O N

V

IL

LE

, N

C M

C B

C A

M P

L E

JE

U

N E

EJA

DJD

SCALE: 3/32" = 1'-0"

RR456 - ROOF PLAN

3/32" = 1' - 0" 0 5' 10' 20' 40'

GRAPHIC SCALE(S)

KEY PLAN

AREA A AREA B

GENERAL NOTES

1. ALL ROOF SLOPES TO BE 2:12, UON.

2. ALL ROOF PENETRATIONS SHALL BE AT THE CENTER OF A ROOF PAN.

STANDING SEAMS SHALL NOT BE DAMAGED OR DISTURBED.

3. MECHANICAL CURB PENETRATIONS SHALL BE CENTERED ON A SEAM IF

GREATER THAN 1'-0" IN WIDTH.

4. ALL ROOF PENETRATIONS SHALL MATCH STANDING SEAM METAL ROOF

COLOR.

# KEY NOTES

1 STRUCTURAL STANDING SEAM METAL ROOF PANELS

2 METAL BUILDING SYSTEM RIDGE

3 METAL BUILDING SYSTEM RAKE TRIM

4 PREFINISHED STANDING SEAM METAL SHADING DEVICE

5 METAL GUTTER BY PEMB MANUFACTURER

6 METAL DOWNSPOUTS BY PEMB MANUFACTURER. PROVIDE SPLASH BLOCK

AT GRADE (DETAIL B3/AE501) OR BOOT CONNECTION (DETAIL A3/AE501) AT

STORM CONNECTION. REFER TO DETAIL B4/AE501 FOR DOWNSPOUT STRAP

CONNECTION. REFER TO CIVIL FOR STORM DRAINAGE CONNECTION AND

LOCATION, TYP.

12 VENT (SEE DETAIL B4 / AE403) (REFER TO MECHANICAL)

15 PIPE PENETRATION (SEE DETAIL C4 / AE403)

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P R clacross

FIRST FLOOR

0'-0"

M A

T C

H

LI

N E

A E

1C

T.O. FRAME AT RR456

15'-0"

C12 C11 C10 C9 C8C13

B2

AE301C

B2

AE301C

16' - 0"4' - 6"4' - 6"16' - 0"4' - 6"4' - 6"16' - 0"4' - 6"4' - 6"16' - 0"

23 23 2323 23 23

TYP

2' - 0"

2' - 0"

TYP

2'

0"

TYP

19 3

FIRST FLOOR

0'-0"

M A

T C

H

LI

N E

A E

1C

T.O. FRAME AT RR456

15'-0"

C8 C7 C6 C5 C4 C3 C2 C1

T.O. HIGH FRAME AT RR456

21'-8"

TYP8

10 10

1' - 0"

TYP

TYP

6' - 6" L3

L4

3'

0"

TYP

2'

0"

2'

8"

2' - 0" TYP

14' - 8"6' - 0"

TYP

2' - 0"

8TYP 6

6"

34 A2

AE402C

FIRST FLOOR

0'-0"

T.O. FRAME AT RR456

15'-0"

TYP

CACF

A1

AE301C

A1

AE301C

T.O. HIGH FRAME AT RR456

21'-8" 16

8' - 0" 6" 6" 15' - 0"9' - 8" 10' - 9" 1' - 0" 8' - 0"

4' - 0" 4' - 0"EQ EQ

EQ EQ

L1L2

TYP

2' - 0"

CBCCCDCE

L5

TYP

29 30

TYP

TYP

1' - 0"

246"

BRICK MASONRY VENEER: TRIANGLE BRICK #103, FLASHED WIRE CUT MODULAR

BRICK GROUT: LAFARGE, TYPE S, STANDARD GRAY

SPLIT FACE CMU VENEER: ADAMS '9302' WHITE

CMU GROUT: TYPE S, TO MATCH SPLIT FACE CMU

STANDING SEAM METAL ROOF AND WALL PANELS, RAKE, RIDGE, TRIM, GUTTERS,

DOWNSPOUTS, SOFFIT PANELS: PERMACOLOR 3500 'SLATE GRAY'

LOUVERS, STOREFRONT, EXTERIOR HM DOORS, FRAMES, EXPOSED STEEL

LINTELS, FLASHING AT TOP OF BRICK WALL, EXTERIOR EXPOSED STEEL

STRUCTURE, EXPOSED STEEL AT SHADING DEVICES:

PERMACOLOR 3500 'SLATE GRAY'

EXTERIOR SEALANT: MATCH ADJACENT MATERIAL

VIRGINIA BEACH, VA 23462

SUITE 1400

757·455·5800 FAX 757·455·5638

WWW.CLARKNEXSEN.COM

4525 MAIN STREET

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

C O

M M

A N

D

DRAWFORM REVISION: 7 FEBRUARY 2019

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 C

O M

M A

N D

M

ID

-A

T L A

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

UNCLASSIFIED

UNCLASSIFIED

U N

C

LA

S S

IF

IE

D

XXXXX-XX-X-XXXX

1572053

AE201C

P S

O F

M O

T O

R T

R A

N S

P O

R T

M A

IN

T

E N

A N

C E

E X

P A

N S

IO

N

S

IT

E

R R

N

O R

TH

A

N D

E A

S T

E X

TE

R

IO

R

E

LE

V A

T

IO

N S

JMB

12827072

CJL CJL

12/2/2020

APPROVED BY SOFIA SCHWARTZ, DEPUTY DIRECTOR

OF INSTALLATION DEVELOPMENT, WITH MCB CAMP

LEJEUNE, VIA EMAIL

SGL/JPC

JA

C

K S

O N

V

IL

LE

, N

C M

C B

C A

M P

L E

JE

U

N E

EJA

DJD

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

C1

NORTH ELEVATION - AREA B

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

B1

NORTH ELEVATION - AREA A

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

A1

EAST ELEVATION

1. REFER TO SHEET A-001 FOR ARCHITECTURAL SYMBOLS LEGEND.

2. REFER TO SHEETS AE601 AND AE602 FOR DOOR ELEVATIONS AND LOUVER

SCHEDULE AND DETAILS A3/AE403 AND C3/AE403.

3. REFER TO AND COORDINATE WITH STRUCTURAL, MECHANICAL, PLUMBING,

AND ELECTRICAL FOR ADDITIONAL INFORMATION NOT SHOWN ON THIS

DRAWING.

4. REFER TO AND COORDINATE WITH CIVIL AND LANDSCAPING DRAWINGS

FOR ALL FINISHED GRADES.

5. ALL GUTTERS TO BE 5" WIDE (MIN) x 8" DEEP AND SLOPE AT 1/16" PER FOOT

(.5%), UON.

6. ALL DOWNSPOUTS TO BE 4" x 4", UON.

1 STRUCTURAL STANDING SEAM METAL ROOF PANEL

2 STANDING SEAM INSULATED METAL WALL PANEL

3 TRANSLUCENT WALL PANELS (SEE HEAD, JAMB AND SILL DETAILS A1 & C1 /

AE403)

4 BRICK MASONRY VENEER (RUNNING BOND, TYP)

5 SPLIT FACE CMU VENEER

6 BRICK MASONRY (SOLDIER COURSE AT DOOR HEAD), TYP.

7 PREFINISHED STANDING SEAM METAL SHADING DEVICE (SEE DETAIL C1

/AE402)

8 CONCRETE FILLED, PAINTED STEEL BOLLARD (SEE DETAIL A3 / AE402)

9 METAL BUILDING SYSTEM RIDGE

10 METAL DOWNSPOUTS BY PEMB MANUFACTURER. PROVIDE SPLASH BLOCK

AT GRADE (SEE DETAIL B3 / AE501) OR BOOT CONNECTION (DETAIL A3 /

AE501) AT STORM CONNECTION. SEE DETAIL B4 / AE501 FOR DOWNSPOUT

STRAP CONNECTION. REFER TO CIVIL FOR STORM DRAINAGE CONNECTION

AND LOCATION, TYP.

16 METAL GUTTER BY PEMB MANUFACTURER

18 CARD READER (REFER TO ELECTRICAL)

19 LIGHT FIXTURE (REFER TO ELECTRICAL)

23 VERTICAL MASONRY CONTROL JOINT. ALIGN WITH COLUMN CENTERLINE,

UON. (SEE DETAIL A2 / AE501)

24 METAL BUILDING SYSTEM RAKE TRIM

29 SHADING DEVICE SUPPORT BRACKET

30 PREFINISHED STANDING SEAM METAL SHADING DEVICE (SEE DETAIL A1 /

AE402)

31 PREFINISHED STANDING SEAM METAL SHADING DEVICE (SEE DETAIL B1 /

AE402)

34 EXPOSED STEEL STRUCTURE, HIGH PERFORMANCE COATED, SEE

EXTERIOR FINISH LEGEND FOR COLOR

1/8" = 1' - 0" 0 5' 10' 15' 30'

GRAPHIC SCALE(S)

MATERIAL LEGEND

# KEY NOTES

GENERAL NOTES

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P R clacross

M A

T C

H

LI

N E

A E

2C

T.O. FRAME AT RR456

15'-0"

C12C11C10C9C8 C13

B2

AE301C

B2

AE301C

232323 23 2323

TYP

TYP

TYP

TYP

1' - 0" TYP

TYP

FIRST FLOOR

0'-0"

M A

T C

H

LI

N E

A E

2C

T.O. FRAME AT RR456

15'-0"

C8C7C6

C5C4C3C2C1

T.O. HIGH FRAME AT RR456

21'-8"

10 10

23 23

1' - 4"

TYP

TYP

19 31

TYP

2' - 0"

3'

0"

TYP

A2

AE402C

TYP

2' - 0"

FIRST FLOOR

0'-0"

CA CF

A1

AE301C

A1

AE301C

T.O. HIGH FRAME AT RR456

21'-8"

8"

8"

27 EQ EQEQ EQ 23

CB CC CD CE

TYP

1' - 2"

BRICK MASONRY VENEER: TRIANGLE BRICK #103, FLASHED WIRE CUT MODULAR

BRICK GROUT: LAFARGE, TYPE S, STANDARD GRAY

SPLIT FACE CMU VENEER: ADAMS '9302' WHITE

CMU GROUT: TYPE S, TO MATCH SPLIT FACE CMU

STANDING SEAM METAL ROOF AND WALL PANELS, RAKE, RIDGE, TRIM, GUTTERS,

DOWNSPOUTS, SOFFIT PANELS: PERMACOLOR 3500 'SLATE GRAY'

LOUVERS, STOREFRONT, EXTERIOR HM DOORS, FRAMES, EXPOSED STEEL

LINTELS, FLASHING AT TOP OF BRICK WALL, EXTERIOR EXPOSED STEEL

STRUCTURE, EXPOSED STEEL AT SHADING DEVICES:

PERMACOLOR 3500 'SLATE GRAY'

EXTERIOR SEALANT: MATCH ADJACENT MATERIAL

VIRGINIA BEACH, VA 23462

SUITE 1400

757·455·5800 FAX 757·455·5638

WWW.CLARKNEXSEN.COM

4525 MAIN STREET

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

C O

M M

A N

D

DRAWFORM REVISION: 7 FEBRUARY 2019

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 C

O M

M A

N D

M

ID

-A

T L A

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

UNCLASSIFIED

UNCLASSIFIED

U N

C

LA

S S

IF

IE

D

XXXXX-XX-X-XXXX

1572053

AE202C

P S

O F

M O

T O

R T

R A

N S

P O

R T

M A

IN

T

E N

A N

C E

E X

P A

N S

IO

N

S

IT

E

R R

S

O U

TH

A

N D

W E

S T

E X

TE

R

IO

R

E

LE

V A

T

IO

N S

JMB

12827073

CJL CJL

12/2/2020

APPROVED BY SOFIA SCHWARTZ, DEPUTY DIRECTOR

OF INSTALLATION DEVELOPMENT, WITH MCB CAMP

LEJEUNE, VIA EMAIL

SGL/JPC

JA

C

K S

O N

V

IL

LE

, N

C M

C B

C A

M P

L E

JE

U

N E

EJA

DJD

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

B1

SOUTH ELEVATION - AREA B

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

C1

SOUTH ELEVATION - AREA A

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

A1

WEST ELEVATION

1 STRUCTURAL STANDING SEAM METAL ROOF PANEL

2 STANDING SEAM INSULATED METAL WALL PANEL

4 BRICK MASONRY VENEER (RUNNING BOND, TYP)

5 SPLIT FACE CMU VENEER

6 BRICK MASONRY (SOLDIER COURSE AT DOOR HEAD), TYP.

7 PREFINISHED STANDING SEAM METAL SHADING DEVICE (SEE DETAIL C1

/AE402)

8 CONCRETE FILLED, PAINTED STEEL BOLLARD (SEE DETAIL A3 / AE402)

10 METAL DOWNSPOUTS BY PEMB MANUFACTURER. PROVIDE SPLASH BLOCK

AT GRADE (SEE DETAIL B3 / AE501) OR BOOT CONNECTION (DETAIL A3 /

AE501) AT STORM CONNECTION. SEE DETAIL B4 / AE501 FOR DOWNSPOUT

STRAP CONNECTION. REFER TO CIVIL FOR STORM DRAINAGE CONNECTION

AND LOCATION, TYP.

16 METAL GUTTER BY PEMB MANUFACTURER

18 CARD READER (REFER TO ELECTRICAL)

19 LIGHT FIXTURE (REFER TO ELECTRICAL)

23 VERTICAL MASONRY CONTROL JOINT. ALIGN WITH COLUMN CENTERLINE,

UON. (SEE DETAIL A2 / AE501)

24 METAL BUILDING SYSTEM RAKE TRIM

26 BUILDING SIGNAGE (SEE DETAIL B3 / AE402)

27 UNIT SIGNAGE (SEE DETAIL B4 / AE402)

29 SHADING DEVICE SUPPORT BRACKET

30 PREFINISHED STANDING SEAM METAL SHADING DEVICE (SEE DETAIL A1 /

AE402)

31 PREFINISHED STANDING SEAM METAL SHADING DEVICE (SEE DETAIL B1 /

AE402)

34 EXPOSED STEEL STRUCTURE, HIGH PERFORMANCE COATED, SEE

EXTERIOR FINISH LEGEND FOR COLOR

1. REFER TO SHEET A-001 FOR ARCHITECTURAL SYMBOLS LEGEND.

2. REFER TO SHEETS AE601 AND AE602 FOR DOOR ELEVATIONS AND LOUVER

SCHEDULE AND DETAILS A3/AE403 AND C3/AE403.

3. REFER TO AND COORDINATE WITH STRUCTURAL, MECHANICAL, PLUMBING,

AND ELECTRICAL FOR ADDITIONAL INFORMATION NOT SHOWN ON THIS

DRAWING.

4. REFER TO AND COORDINATE WITH CIVIL AND LANDSCAPING DRAWINGS

FOR ALL FINISHED GRADES.

5. ALL GUTTERS TO BE 5" WIDE (MIN) x 8" DEEP AND SLOPE AT 1/16" PER FOOT

(.5%), UON.

6. ALL DOWNSPOUTS TO BE 4" x 4", UON.

1/8" = 1' - 0" 0 5' 10' 15' 30'

GRAPHIC SCALE(S)

MATERIAL LEGEND

# KEY NOTES

GENERAL NOTES

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P R clacross

T.O. FRAME

15'-0"

MECHANICAL PLATFORM

10'-1 1/4"

CA CFCB CC CD CE

AE311

A4

FIRST FLOOR

0'-0"

T.O. FRAME

15'-0"

MECHANICAL PLATFORM

10'-1 1/4"

C9C8C7C6C5C4C3C2C1 C13

T.O. HIGH FRAME AT RR456

21'-8"

AE402C

A4

AE402C

A1

AE311

A3 6'

8"

/4

DASHED LINE INDICATES EXTENT OF BUILDING ENVELOPE

DASHED LINE INDICATES

EXTENT OF BUILDING ENVELOPE

VIRGINIA BEACH, VA 23462

SUITE 1400

757·455·5800 FAX 757·455·5638

WWW.CLARKNEXSEN.COM

4525 MAIN STREET

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

C O

M M

A N

D

DRAWFORM REVISION: 7 FEBRUARY 2019

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 C

O M

M A

N D

M

ID

-A

T L A

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

UNCLASSIFIED

UNCLASSIFIED

U N

C

LA

S S

IF

IE

D

XXXXX-XX-X-XXXX

1572053

AE301C

P S

O F

M O

T O

R T

R A

N S

P O

R T

M A

IN

T

E N

A N

C E

E X

P A

N S

IO

N

S

IT

E

R R

B

U

IL

D

IN

G S

E C

T

IO

N S

JMB

12827074

CJL CJL

12/2/2020

APPROVED BY SOFIA SCHWARTZ, DEPUTY DIRECTOR

OF INSTALLATION DEVELOPMENT, WITH MCB CAMP

LEJEUNE, VIA EMAIL

SGL/JPC

JA

C

K S

O N

V

IL

LE

, N

C M

C B

C A

M P

L E

JE

U

N E

EJA

DJD

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

B2

RR456 BUILDING SECTION 1

1/8" = 1' - 0" 0 5' 10' 15' 30'

GRAPHIC SCALE(S)

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

A1

RR456 BUILDING SECTION 2

1/16" = 1'-0"D1

RR456 ENVELOPE SECTION 1

1/16" = 1'-0"C1

RR456 ENVELOPE SECTION 2

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P R clacross

C12

CF

C13

6' - 4" 8' - 8" 1' - 4" 8" 13' - 4" 4' - 4" 3' - 4" 1' - 4" 8"

5'

8" 5'

4"

1'

8"

3'

0" 1'

8"

3'

0"

C108A C108B C108C

5' - 0" CLR

3' - 0" 1' - 8"

MENS

C108

3' - 1" 3' - 6"

M6.1A

BB

X X

TYP

T V

V

U

U

E

TYP

R

F

F

S

D

TYP

G

H

J

K

L

5'

0" C

LR

N

S

M

Z

M6.1M6.1M6.1

M8.1

M8.1M8.1 M8.1

M8.1M8.1

FD

FD

M8.3

R

M8.1

6'

4"

C

C

3'

0" 1'

8"

3'

0"

M8.2 W

Z

8"

C11

C10

CF

3' - 0"

1' - 3"

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

8'

0" 3'

4"

1'

4"

C106A

EQ EQ

5'

6" C

LR

3/ 8"

C106B

A

B

E

J

X

S

C V

U

X

TYP

T

F

R

N

Z

M

M8.1

M8.1

M6.1

M8.1M8.1M8.1

M8.1

M8.1

M8.1

FD

FD

FD

G

H

K

L

D

1'

2"

M8.3

M8.3M8.3

5'

4"

M8.2

M8.3

5' - 4 3/8" CLRW

12 12

8' - 7" 11' - 0"2' - 1"

4"

1/ 2"

COUNTER TOP

BACKSPLASH AND END

SPLASH 3/4" SOLID

SURFACING MATERIALS

3" X 3" X 1/4" STEEL ANGLE WITH

1/4" STEEL PLATE EACH END

BOLTED SIDE OF FRAME AND

FRONT NOTCH FOR SINK IF

REQUIRED

SINK - SEE PLUMBING

TRAP INSULATION

2 X 4 FRAME

* MAXIMUM HEIGHT OF SINK RIM IS 2'-10" A.F.F. G.C. TO

COORDINATE

2'

PLASTIC LAMINATE FINISH

VIRGINIA BEACH, VA 23462

SUITE 1400

757·455·5800 FAX 757·455·5638

WWW.CLARKNEXSEN.COM

4525 MAIN STREET

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

C O

M M

A N

D

DRAWFORM REVISION: 7 FEBRUARY 2019

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 C

O M

M A

N D

M

ID

-A

T L A

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

UNCLASSIFIED

UNCLASSIFIED

U N

C

LA

S S

IF

IE

D

XXXXX-XX-X-XXXX

1572053

AE401C

P S

O F

M O

T O

R T

R A

N S

P O

R T

M A

IN

T

E N

A N

C E

E X

P A

N S

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N

S

IT

E

R R

E

N

LA

R G

E D

P

LA

N S

JMB

12827075

CJL CJL

12/2/2020

APPROVED BY SOFIA SCHWARTZ, DEPUTY DIRECTOR

OF INSTALLATION DEVELOPMENT, WITH MCB CAMP

LEJEUNE, VIA EMAIL

SGL/JPC

JA

C

K S

O N

V

IL

LE

, N

C M

C B

C A

M P

L E

JE

U

N E

EJA

DJD

AREA A AREA B

1 1/2" = 1' - 0" 0 6" 1' 2'3" 9"

3/8" = 1' - 0" 0 5' 10'1' 2' 3' 4'

GRAPHIC SCALE(S)

KEY PLAN

SPECIALTIES#

GENERAL NOTES

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

A1

RR456 - ENLARGED MEN'S TOILET PLAN - AREA B

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

B2

RR456 - ENLARGED WOMEN'S TOILET PLAN - AREA B

A 2'-0" WIDE, 4'-0" HIGH, STAINLESS STEEL MIRROR W/ FRAME

B SEMI-RECESSED PAPER TOWEL DISPENSER AND WASTE RECEPTACLE

C ROBE HOOK

D FLOOR MOUNTED, OVERHEAD BRACED TOILET PARTITIONS

E SOLID SURFACE COUNTER TOP W/ FIELD APPLIED BACKSPLASH AND

SIDESPLASHES, SEE B1/AE401C

F SURFACE-MOUNTED SOAP DISH

G DOUBLE-ROLL TOILET TISSUE DISPENSER

H SURFACE MOUNTED SANITARY NAPKIN DISPOSAL

J 36" GRAB BAR

K 42" GRAB BAR

L 18" VERTICAL GRAB BAR

M TWO-WALL ADA SHOWER GRAB BAR

N FOLDING ADA SHOWER SEAT

R WALL MOUNTED SOAP DISPENSER

S SOLID SURFACE SHOWER PAN AND WALL PANELS. (SEE DETAIL C4 / AE402

FOR TYPICAL CURB DETAIL)

T TWO TIER HDPE LOCKER ON CONCRETE CURB, (SEE DETAIL D2 / AE501)

U 42"W x 20"D x 18"H HDPE BENCH

V SHOWER CURTAIN ROD; HOOKLESS SHOWER CURTAIN INCLUDED IN FF&E

PACKAGE

W 2'-0" WIDE X 5'-5" HIGH FULL LENGTH MIRROR W/ FRAME

X 60" DIA. CLEAR FLOOR SPACE

Z WALL MOUNTED SHOWER HEAD. PROVIDE FLEXIBLE HAND HELD SHOWER

SPRAY PER ABA AT ACCESSIBLE SHOWER LOCATIONS

1. SEE SPECIFICATIONS FOR ACCESSORY MODELS & SHEET AE401 FOR

TYPICAL ACCESSORY MOUNTING HEIGHTS.

2. ALL CMU PARTITIONS ARE TYPE M8.1 UNLESS OTHERWISE NOTED. REFER

TO SHEET AE501 FOR PARTITION TYPE DESCRIPTIONS.

3. REFER TO PLUMBING DRAWINGS FOR LOCATION OF HOSE BIBS.

4. REFER TO RCP SHEETS AE104C, AE105C, AE103D, AND AE104D FOR ALL

CEILING HEIGHT & MATERIAL DESIGNATIONS IN TOILET ROOMS.

12. RECESSED UNIT HEATER (REFER TO MECHANICAL)

# KEY NOTES

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

B1

SINK SECTION

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P R clacross

C1

T.O. HIGH FRAME AT RR456

21'-8"

INSULATED METAL

PANEL WALL SYSTEM

ON HORIZONTAL GIRTS

METAL LINER PANEL

WALL SYSTEM

PRESSURE TREATED

BLOCKING

8" METAL STUD

CHANNEL

BENT METAL FLASHING

WITH DRIP EDGE

PREFINISHED METAL

SOFFIT TRIM

3'

8"

PREFINISHED

METAL ROOF RAKE

PREFINISHED

PERFORATED METAL

LINER PANEL ON ROOF

PURLIN

STRUCTURAL STANDING

SEAM METAL ROOF DIRECTLY

ON ROOF PURLINS

STEEL CHANNEL (BY PEMB MFR)

CF

T.O. HIGH FRAME AT RR456

21'-8"

T.O. FRAME AT RR469

17'-0"

INSULATED METAL

PANEL WALL SYSTEM

ON HORIZONTAL GIRTS

PREFINISHED METAL

LINER PANEL WALL

SYSTEM

PRESSURE TREATED

BLOCKING

8" METAL STUD CHANNEL

3'

8" 1'

0" BENT METAL FLASHING

WITH DRIP EDGE

PREFINISHED METAL

SOFFIT TRIM

STRUCTURAL STANDING

SEAM METAL ROOF DIRECTLY

ON ROOF PURLINS

PREFINISHED METAL

GUTTER

PREFINISHED PERFORATED

METAL LINER PANEL ON

ROOF PURLINS

C5

T.O. HIGH FRAME AT RR456

21'-8"

STEEL GIRTS (REFER TO

STRUCTURAL)

ROOF BEAM (REFER TO

STRUCTURAL FOR CONNECTION)

METAL PANEL CAP TRIM

STANDING SEAM METAL ROOF

PANELS

PREFINISHED METAL ROOF RAKE

STANDING SEAM METAL ROOF

INSULATED METAL

PANEL WALL SYSTEM

ON HORIZONTAL GIRTS

TRANSITION FLASHING

STEEL PURLINS (REFER TO

STRUCTURAL)

VIRGINIA BEACH, VA 23462

SUITE 1400

757·455·5800 FAX 757·455·5638

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4525 MAIN STREET

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

C O

M M

A N

D

DRAWFORM REVISION: 7 FEBRUARY 2019

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 C

O M

M A

N D

M

ID

-A

T L A

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

UNCLASSIFIED

UNCLASSIFIED

U N

C

LA

S S

IF

IE

D

XXXXX-XX-X-XXXX

1572053

AE402C

P S

O F

M O

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N S

P O

R T

M A

IN

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E N

A N

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S

IT

E

R R

W

A

LL

S E

C T

IO

N

S

JMB

12827076

CJL CJL

12/2/2020

APPROVED BY SOFIA SCHWARTZ, DEPUTY DIRECTOR

OF INSTALLATION DEVELOPMENT, WITH MCB CAMP

LEJEUNE, VIA EMAIL

SGL/JPC

JA

C

K S

O N

V

IL

LE

, N

C M

C B

C A

M P

L E

JE

U

N E

EJA

DJD

SCALE: 1" = 1'-0"

A1

SECTION DETAIL AT ROOF OVERHANG

SCALE: 1" = 1'-0"

A2

SECTION DETAIL AT ROOF OVERHANG

SCALE: 1" = 1'-0"

A4

SECTION DETAIL AT ROOF

1" = 1' - 0" 0 6" 1' 3'2'

GRAPHIC SCALE(S)

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P R clacross

D2 D3 D4 D5 D6 D7 D8 D9 D10

STORAGE

BAY

D101

STORAGE

BAY

D105

STORAGE

BAY

D103

STORAGE

BAY

D107

STORAGE

BAY

D109

STORAGE

BAY

D111

STORAGE

BAY

D113

D11D1

DA

1'

4"

1'

4"

DC

DB

2' - 0" 23' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 23' - 0" 2' - 0"

250' - 0"

OFFICE

D112

UTILITY

ROOM

D115

UNISEX

D116

UNISEX

D117 OFFICE

D114

OFFICE

D110A

OFFICE

D110B

OFFICE

D106

OFFICE

D108

OFFICE

D102

OFFICE

D104

ELECTRICAL

D119

AE101D AE102D

AREA A AREA B

TELECOM

D118

AE101D AE102D

AREA A AREA B

26' - 0" 32' - 0"

VIRGINIA BEACH, VA 23462

SUITE 1400

757·455·5800 FAX 757·455·5638

WWW.CLARKNEXSEN.COM

4525 MAIN STREET

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

C O

M M

A N

D

DRAWFORM REVISION: 7 FEBRUARY 2019

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 C

O M

M A

N D

M

ID

-A

T L A

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

UNCLASSIFIED

UNCLASSIFIED

U N

C

LA

S S

IF

IE

D

XXXXX-XX-X-XXXX

1572053

AE100D

P S

O F

M O

T O

R T

R A

N S

P O

R T

M A

IN

T

E N

A N

C E

E X

P A

N S

IO

N

S

IT

E

R R

F

LO

O

R P

LA

N

O

V E

R A

LL

JMB

12827077

CJL CJL

12/2/2020

APPROVED BY SOFIA SCHWARTZ, DEPUTY DIRECTOR

OF INSTALLATION DEVELOPMENT, WITH MCB CAMP

LEJEUNE, VIA EMAIL

SGL/JPC

JA

C

K S

O N

V

IL

LE

, N

C M

C B

C A

M P

L E

JE

U

N E

EJA

DJD

SCALE: 3/32" = 1'-0"

RR469 - FLOOR PLAN - OVERALL

3/32" = 1' - 0" 0 5' 10' 20' 40'

GRAPHIC SCALE(S)

KEY PLANGENERAL NOTES

AREA A AREA B

1. PLAN DIMENSIONS SHOWN ARE TO FACE OF FRAMING MEMBERS, FACE OF

MASONRY, AND TO CENTER LINE OF COLUMNS, EXCLUSIVE OF INTERIOR

WALLS.

2. REFER TO AREA PLANS FOR MORE INFORMATION.

3. REFER TO CIVIL DRAWINGS FOR ALL HARDSCAPE CONNECTIONS TO

BUILDING.

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P R clacross

AE202D

B1

D2 D3 D4 D5D1

DA

DC

STORAGE

BAY

D101

STORAGE

BAY

D105

STORAGE

BAY

D103

STORAGE

BAY

D107

1'

4"

1'

4"

M A

T C

H

LI

N E

A E

2D

DB

AE202D

C1

AE201D

A1

OFFICE

D102

D101B D103B

D

3A

D102 D106

D108

D105B

D

5A D107B

D

7A

D

1C

D

3C

D

5C

D

7C

D

9C

D109B

17' - 8" 10' - 0" 40' - 0" 10' - 0"

OFFICE

D108

OFFICE

D106

D

1A

6' - 0" 3' - 4" 31' - 4" 3' - 4" 12' - 0" 3' - 4" 31' - 4" 3' - 4" 12' - 0" 3' - 4"

B1

AE301D

B1

AE301D

TYP

TYP

TYP

OFFICE

D104

D104

A1

AE301D

M8.2

M8.2M8.2

M8.2

M8.2M8.2

4' - 0" 10' - 0" 2' - 0" 3' - 4" 11' - 4" 3' - 4" 2' - 0" 10' - 0" 4' - 0" 4' - 0" 10' - 0" 2' - 0" 3' - 4" 11' - 4" 3' - 4" 2' - 0" 10' - 0" 4' - 0" 4' - 0"

2' - 0" 23' - 0" 25' - 0" 25' - 0" 25' - 0"

AE202D

B3

TYP

AE202D

C3

AE201D

A3

C2

AE301D

C1

AE301D

TYP

3'

4"

4'

8"

2'

8"

3' - 4"19' - 4"3' - 4"

20' - 4"

A3

AF601

A3

AF601

FEB FEB FEB FEB FEB

FEB

FEB

FEB

FEB

M8.2 M8.2

VIRGINIA BEACH, VA 23462

SUITE 1400

757·455·5800 FAX 757·455·5638

WWW.CLARKNEXSEN.COM

4525 MAIN STREET

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

C O

M M

A N

D

DRAWFORM REVISION: 7 FEBRUARY 2019

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 C

O M

M A

N D

M

ID

-A

T L A

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

UNCLASSIFIED

UNCLASSIFIED

U N

C

LA

S S

IF

IE

D

XXXXX-XX-X-XXXX

1572053

AE101D

P S

O F

M O

T O

R T

R A

N S

P O

R T

M A

IN

T

E N

A N

C E

E X

P A

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F

LO

O

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LA

N

A

R E

A A

JMB

12827078

CJL CJL

12/2/2020

APPROVED BY SOFIA SCHWARTZ, DEPUTY DIRECTOR

OF INSTALLATION DEVELOPMENT, WITH MCB CAMP

LEJEUNE, VIA EMAIL

SGL/JPC

JA

C

K S

O N

V

IL

LE

, N

C M

C B

C A

M P

L E

JE

U

N E

EJA

DJD

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

RR469 - FLOOR PLAN - AREA A

1/8" = 1' - 0" 0 5' 10' 15' 30'

GRAPHIC SCALE(S)

KEY PLAN

# KEY NOTES

GENERAL NOTES

1. PLAN DIMENSIONS SHOWN ARE TO FACE OF FRAMING MEMBERS, FACE OF

MASONRY, AND TO CENTER LINE OF COLUMNS, EXCLUSIVE OF INTERIOR

WALLS.

2. ALL INTERIOR DIMENSIONS ARE TO FACE OF PARTITION ASSEMBLY AS

DEFINED BY THE PARTITION SCHEDULE AND IS EXCLUSIVE OF ANY APPLIED

FINISH.

3. REFER TO SHEET AE501 FOR THE PARTITION TYPES SCHEDULE. ALL

INTERIOR PARTITIONS ARE TO BE TYPE M8.1 UON.

4. ALL DIMENSIONS TO BE FIELD VERIFIED PRIOR TO INSTALLATION OF

EQUIPMENT / SHELVING / CASEWORK.

5. ANY CONFLICTING INFORMATION BETWEEN THE ARCHITECTURAL DRAWINGS

AND THE CIVIL, LANDSCAPE, STRUCTURAL, FIRE PROTECTION, PLUMBING,

HVAC, AUDIOVISUAL OR ELECTRICAL DRAWINGS SHALL BE NOTED IN

WRITING TO THE ARCHITECT FOR REVIEW AND MUST BE CLARIFIED PRIOR

TO COMMENCING THE CONSTRUCTION IN QUESTION.

6. PROVIDE FIRE RETARDANT TREATED WOOD BLOCKING IN METAL STUD

PARTITIONS FOR MOUNTING FIXTURES, MILLWORK, SHELVING, HARDWARE,

DOOR STOPS AND OTHER EQUIPMENT.

7. VERIFY AND COORDINATE PENETRATIONS THROUGH FLOOR SLABS, ROOF

DECK AND PARTITIONS WITH PM&E AND FP SHOP DRAWINGS.

8. VERIFY AND COORDINATE FINISH FLOOR ELEVATIONS WITH CIVIL AND

STRUCTURAL PRIOR TO COMMENCING CONSTRUCTION. NOTIFY ARCHITECT

IN WRITING BEFORE CONSTRUCTION OF ANY CONFLICTS.

9. REFER TO CIVIL FOR EXTERIOR SITE IMPROVEMENTS, HARDSCAPE LAYOUT

AND ADDITIONAL BOLLARD LOCATIONS NOT SHOWN ON ARCHITECTURAL

PLANS.

1 6" DIAMETER, CONCRETE FILLED, PAINTED STEEL BOLLARD (SEE DETAIL A3

/ AE402 AND PLAN DETAIL C3/AE402)

3 3/4" DEPRESSED SLAB AT OVERHEAD DOORS (SEE DETAIL A5 / AE402)

11 HEAT PUMP ON CONCRETE PAD (REFER TO MECHANICAL AND CIVIL)

15 2'-0" DEEP GALVANIZED STEEL GRATE SHELF WITH SUPPORT ANGLES AT

2'-0" OC

18 LINE OF EAVE ABOVE

AREA A AREA B

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P R clacross

D5 D6 D7 D8 D9 D10 D11

DA

DC

STORAGE

BAY

D109

STORAGE

BAY

D113

M A

T C

H

LI

N E

A E

1D

DB

AE201D

B1

AE201D

C1

AE202D

A1

D110B

OFFICE

D110B

10' - 0" 2' - 0"

3' - 4" 8' - 0" 10' - 0" 12' - 8" 2' - 0"

3' - 4" 7' - 4" 10' - 0" 4' - 0" 3' - 4" 6' - 0" 10' - 0" 8' - 0" 10' - 0" 2' - 0"

3' - 4" 11' - 4" 3' - 4" 2' - 0"

10' - 0" 4' - 0"

25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 23' - 0" 2' - 0"

M A

T C

H

LI

N E

A E

1D

UTILITY

ROOM

D115

UNISEX

D117

D109G

D

9F D111B

D

1A

D

3A

D

5A

D

3C

3' - 4" 26' - 8" 3' - 4" 6' - 8" 3' - 4" 8' - 0" 6' - 0" 27' - 4" 3' - 4" 12' - 0" 3' - 4" 31' - 4" 3' - 4" 6' - 0"

TYP

TYP

D

7 D113B

10' - 0" 18' - 4"

4' - 8" 10' - 0"

D

9H

D

1C

OFFICE

D114

OFFICE

D112

D114

D112

STORAGE

BAY

D111

STORAGE

BAY

D109

D109E

A1

AE301D

M8.2M8.2

M8.2

10' - 0" 5' - 4"

4'

0" M8.1 M8.1

D

D

9 D115B

TELECOM

D118

ELECTRICAL

D119

TYP9

TYP10

AE401D

A2

D110A

D

OFFICE

D110A

UNISEX

D116

M8.3M8.3M8.3

M8.3M8.3

14' - 8" 10' - 0" 10' - 0"

9'

4"

M8.2M8.2 M8.2M8.2

M8.1

D

9C

D109DD109B

D

9A

9' - 8"

TYP 1

FEB

FEB

FEB

FEB FEB

FEB FEB FEB

M8.2

VIRGINIA BEACH, VA 23462

SUITE 1400

757·455·5800 FAX 757·455·5638

WWW.CLARKNEXSEN.COM

4525 MAIN STREET

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

C O

M M

A N

D

DRAWFORM REVISION: 7 FEBRUARY 2019

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 C

O M

M A

N D

M

ID

-A

T L A

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

UNCLASSIFIED

UNCLASSIFIED

U N

C

LA

S S

IF

IE

D

XXXXX-XX-X-XXXX

1572053

AE102D

P S

O F

M O

T O

R T

R A

N S

P O

R T

M A

IN

T

E N

A N

C E

E X

P A

N S

IO

N

S

IT

E

R R

F

LO

O

R P

LA

N

A

R E

A B

JMB

12827079

CJL CJL

12/2/2020

APPROVED BY SOFIA SCHWARTZ, DEPUTY DIRECTOR

OF INSTALLATION DEVELOPMENT, WITH MCB CAMP

LEJEUNE, VIA EMAIL

SGL/JPC

JA

C

K S

O N

V

IL

LE

, N

C M

C B

C A

M P

L E

JE

U

N E

EJA

DJD

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

RR469 - FLOOR PLAN - AREA B

1/8" = 1' - 0" 0 5' 10' 15' 30'

GRAPHIC SCALE(S)

KEY PLAN

# KEY NOTES

GENERAL NOTES

1. PLAN DIMENSIONS SHOWN ARE TO FACE OF FRAMING MEMBERS, FACE OF

MASONRY, AND TO CENTER LINE OF COLUMNS, EXCLUSIVE OF INTERIOR

WALLS.

2. ALL INTERIOR DIMENSIONS ARE TO FACE OF PARTITION ASSEMBLY AS

DEFINED BY THE PARTITION SCHEDULE AND IS EXCLUSIVE OF ANY APPLIED

FINISH.

3. REFER TO SHEET AE501 FOR THE PARTITION TYPES SCHEDULE. ALL

INTERIOR PARTITIONS ARE TO BE TYPE M8.1 UON.

4. ALL DIMENSIONS TO BE FIELD VERIFIED PRIOR TO INSTALLATION OF

EQUIPMENT / SHELVING / CASEWORK.

5. ANY CONFLICTING INFORMATION BETWEEN THE ARCHITECTURAL DRAWINGS

AND THE CIVIL, LANDSCAPE, STRUCTURAL, FIRE PROTECTION, PLUMBING,

HVAC, AUDIOVISUAL OR ELECTRICAL DRAWINGS SHALL BE NOTED IN

WRITING TO THE ARCHITECT FOR REVIEW AND MUST BE CLARIFIED PRIOR

TO COMMENCING THE CONSTRUCTION IN QUESTION.

6. PROVIDE FIRE RETARDANT TREATED WOOD BLOCKING IN METAL STUD

PARTITIONS FOR MOUNTING FIXTURES, MILLWORK, SHELVING, HARDWARE,

DOOR STOPS AND OTHER EQUIPMENT.

7. VERIFY AND COORDINATE PENETRATIONS THROUGH FLOOR SLABS, ROOF

DECK AND PARTITIONS WITH PM&E AND FP SHOP DRAWINGS.

8. VERIFY AND…