Drawings 2 of 3 - updated 02252021.pdf

SCALE:

VIEW TITLE

1/8" = 1'-0"A1

PLAN

NORTH

16'8'4'0'

SCALE:

VIEW TITLE

1/8" = 1'-0"A1

16'8'4'0'

PLAN DRAWING TITLES

SECTION, DETAIL AND ELEVATION DRAWING

TITLES

BUILDING SECTION

A1

A-310

A1

A-310

WALL SECTION

A1

A-310

BUILDING ELEVATION

A1

A-201

8'-0" AFF

PLAN

NORTH

NORTH ARROW

TRUE

NORTH

DRAWING NUMBER

SHEET REFERENCE

DRAWING NUMBER

SHEET REFERENCE

DRAWING NUMBER

SHEET REFERENCE

BUILDING ELEVATION

A1

A-410

DRAWING NUMBER

SHEET REFERENCE

SHADE INDICATES

VIEW DIRECTION

A1

A-401

ENLARGED PLAN / DETAIL CALLOUT

DRAWING NUMBER

SHEET REFERENCE

LIMITS OF

DETAIL OR

PLAN AREA TO

BE ENLARGED

COLUMN GRID

LEVEL MARKER

LEVEL

10'-0"

DETAIL MARKER

A1

A-201

BENCHMARK / START POINT

PLAN TAGS

###A ##

ABC

DOOR WINDOW PARTITION

GRAPHIC SCALE

8'4'2'0'

1/4"=1'-0"

KEYNOTE TAGS

DRAWING NUMBER

SHEET REFERENCE

DEMOLITION NEW WORK

CEILING TAG

ABC ABC

SMALL MEDIUM LARGE

OPTIONAL LABEL

ARCHITECTURAL SYMBOLS

MATERIAL TAG

PLUMBING/TOILET ACCESORIES TAGS

1t XX-X XX-X

TOILET ROOM

LAYOUTS

PLUMBING

FIXTURES

TOILET

ACCESSORIES

XX-X

BRICK

CONCRETE MASONRY UNIT

(CMU)

STONE (RUBBLE)

STONE (STACKED STONE)

GYPSUM OR PLASTER

CORRUGATED METAL SIDING

(PATTERN VARIES)

MATERIALS (ELEVATION)

GLAZING

SHINGLES

GYPSUM or PLASTER

PLYWOOD

ORIENTED STRAND BOARD (OSB)

FLOORING MATERIALS (SECTION / ENLARGED)

THIN MATERIALS (SECTION / ENLARGED)

GLASS (LARGE SCALE)

ACOUSTICAL CEILING PANEL

PLASTER ON METAL LATH

CARPET

RESILIENT FLOORING

MEDIUM-DENSITY FIBERBOARD

(MDF)

WOOD FLOORING

TERRAZZO

ALUMINUM

BRICK

CONCRETE MASONRY UNIT

CONCRETE (CAST-IN-PLACE)

EARTH (COMPACTED)

EARTH (UNDISTURBED)

FINISH WOOD

GRAVEL (SUBBASE)

MARBLE

POROUS FILL

RIGID INSULATION

STEEL

MATERIALS (SECTION)

OTHER SYMBOLS

WOOD FRAMING (CONTINUOUS)

WOOD BLOCKING / SHIM

BATT INSULATION

SEALANT & BACKER ROD

GENERAL NOTES

1 THE DRAWINGS ARE PREPARED AND COORDINATED WITH THE PROJECT

MANUAL WHICH INCLUDE TECHNICAL SPECIFICATIONS. THEY, ALONG WITH

OTHER DOCUMENTS ISSUED BY WILEY | WILSON AND ENUMERATED IN THE

OWNER-CONTRACTOR AGREEMENT, SHALL FORM THE CONSTRUCTION

DOCUMENTS. A DIRECTIVE STATED IN ONE DOCUMENT SHALL BE

UNDERSTOOD AS STATED IN ALL. ANY AMBIGUITIES OR INCONSISTENCIES

SHALL BE RESOLVED BY WILEY | WILSON.

2 MANUFACTURER'S NAMES AND/OR MODEL NUMBERS CITED ARE USED TO

PROVIDE AN INDICATION OF QUALITY, STYLE AND/OR SIZE DESIRED. OTHER

MANUFACTURERS ARE ACCEPTABLE IF PRODUCTS ARE EQUAL IN QUALITY,

STYLE AND SIZE.

3 MANUFACTURER'S NAMEPLATES, INCLUDING TRADEMARK AND OTHER

IDENTIFYING SYMBOLS, SHALL NOT BE PERMITTED IN SURFACES VISIBLE TO

THE PUBLIC, UNLESS OTHERWISE INDICATED IN THE CONTRACT

DOCUMENTS.

4 ALL WORK INDICATED SHALL INCLUDE ALL LABOR, MATERIALS AND

FINISHED ASSEMBLIES NECESSARY TO MAKE A COMPLETE, PROPERLY

WORKING AND FINISHED INSTALLATION.

5 THE OWNER RESERVES THE RIGHT TO REJECT MATERIAL AND OR WORK

THAT IS NOT IN STRICT ACCORDANCE WITH THE CONTRACT DOCUMENTS.

6 ALL WORK SHALL BE IN ACCORDANCE WITH ACCEPTED HIGH QUALITY

CONSTRUCTION PRACTICES AND STANDARDS AND DONE IN A

WORKMAN-LIKE MANNER.

7 THESE DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONS. IF THERE IS

ANY QUESTION CONCERNING THE DIMENSIONS, CONTACT THE ARCHITECT

FOR CLARIFICATION.

8 IF AN UNSAFE CONDITION OR A LIFE THREATHENING HAZARD IS NOTED AT

THE SITE, NOTIFY THE ARCHITECT AND THE AUTHORITY HAVING

JURISDICTION IMMEDIATELY.

9 COMPLY WITH ALL APPLICABLE AND GOVERNING CODES AND

REGULATIONS, AND ALL LIFE SAFETY REQUIREMENTS OF APPLICABLE

GOVERNING AUTHORITIES. ALL WORK SHALL BE PERFORMED IN STRICT

ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES

AND ORDINANCES. SEE LIFE SAFETY SHEETS FOR ADDITIONAL CODE

INFORMATION.

10 PRIOR TO STARTING WORK, CONFIRM AND VERIFY WITH THE OWNER ANY

RULES OR REGULATIONS FOR THE USE AND CONSTRUCTION ON THE

PROPERTY; WITH RESPECT TO BUT NOT LIMITED TO HOURS OF

CONSTRUCTION, LIMITS OF WORK, OPERATIONS OF THE BUILDING, SAFETY

OF THE OWNERS EMPLOYEES OR GENERAL LOCATIONS OF DUMPSTERS,

USE OF THE OWNER’S UTILITIES AND FACILITIES, AND SCHEDULING OF

DELIVERIES.

11 COORDINATE ALL WORK WITH THE OWNER TO AVOID DISRUPTION TO THE

NORMAL OPERATIONS AND WORK OF THE OWNER.

12 SAFEGUARD THE OWNERS' PROPERTY AND ADJACENT PROPERTIES

DURING CONSTRUCTION. PROTECT FROM DAMAGE ANY EXISTING OR

ADJACENT FINISHES, MATERIALS, FIXTURES OR BUILDING ASSEMBLIES.

REPAIR ALL AREAS AFFECTED BY THE CONSTRUCTION AS REQUIRED TO

MAINTAIN THEIR EXISTING APPEARANCE, UNLESS NOTED OTHERWISE.

13 VERIFY NO UTILITIES ARE IN THE AREA OF CONSTRUCTION BEFORE ANY

WORK IS STARTED.

14 FIELD VERIFY ALL DIMENSIONS AND CLEARANCES PRIOR TO THE

COMMENCEMENT OF WORK OR ORDERING OF MATERIALS. ANY DEVIATIONS

FROM THE CONTRACT DOCUMENTS SHALL BE REPORTED TO THE

ARCHITECT IN WRITING PRIOR TO THE PROCEEDING WITH THAT PORTION

OF WORK.

15 THE CONTRACTOR SHALL REMOVE ALL CONSTRUCTION AND/OR

DEMOLITION DEBRIS FROM THE JOB SITE TO MAINTAIN A CLEAN AND SAFE

ENVIRONMENT AND TO PREVENT THE POSSIBILITY OF A FIRE OR LIFE

SAFETY HAZARD.

16 THE CONTRACTOR SHALL COORDINATE ALL WORK AS NEEDED WITH ALL

WORK GIVEN IN THE MULTI-DISCIPLINE DRAWINGS AND SPECIFICATIONS.

17 THE INTEGRITY AND STRUCTURAL STABILITY OF ADJACENT BUILDING

ASSEMBLIES SHALL NOT BE ALTERED WITHOUT PRIOR INVESTIGATION,

REMEDY OR ACTION.

18 INSTALL ALL MANUFACTURED ITEMS IN ACCORDANCE WITH

MANUFACTURER'S INSTRUCTIONS.

19 THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE

STRUCTURAL INTEGRITY OF THE BUILDING DURING CONSTRUCTION. ALL

STRUCTURAL ELEMENTS SHALL BE BRACED AS REQUIRED DURING

CONSTRUCTION. INFORM THE ARCHITECT OF ANY STRUCTURAL

CONDITIONS UNCOVERED DURING WORK WHICH ARE NOT ADDRESSED ON

THE CONSTRUCTION DOCUMENTS.

20 DRAWING REFERENCES ARE FOR CONVENIENCE ONLY AND DO NOT LIMIT

THE EXTENT OF APPLICATION OF THE DRAWINGS OR DETAILS. ALL

DIMENSIONS, DESCRIPTIONS AND/OR SYMBOLS WITHIN A DRAWING ARE

COMPLEMENTARY. DRAWINGS AND SPECIFICATIONS ARE TO BE

INTERPRETED ACCORDING TO THEIR FULL INTENT, MEANING, AND SPIRIT.

THEY SHALL BE USED MUTUALLY TO EXPLAIN EACH OTHER AND TO

DESCRIBE THE WORK TO BE DONE UNDER THE CONTRACT.

21 THE FLOOR ELEVATIONS INDICATED ON ARCHITECTURAL DRAWINGS ARE

REFERENCED FROM THE TOP OF THE FIRST FLOOR STRUCTURE/SLAB

(DATUM) ELEVATION OF 00.00 FEET. REFER TO CIVIL DRAWINGS FOR

ABSOLUTE ELEVATION.

22 ALL INTERIOR DIMENSIONS ARE FROM THE CENTER LINE OF STUD OR

STRUCTURAL GRID, UNLESS OTHERWISE NOTED.

23 ALL EXTERIOR DIMENSIONS ARE FROM THE EXTERIOR FACE OF WALL

UNLESS OTHERWISE NOTED.

SATISFACTORY TO

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

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

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Y N

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F A

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A N

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E N

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IN

E E

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IN

G C

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M A

N D

W

A S

H

IN

G T

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P W

D P

A T

U X

E N

T R

IV

E

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A T

U X

E N

T R

IV

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AS NOTED

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DRAWFORM REVISION: 12 APRIL 2018

GMP

CHIEF ENG/ARCH

IPT TECH. BRANCH HEAD

PROJECT MANAGER

A/E INFO

APPROVED

1610271

ARC101482

L I C E N S E

D

EM

I L

Y

L . FREELAND

A RC H I T ECT

D

IS

TR

ICT OF COLUMBIA

09/21/2020

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A-001

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13128721

T & B TOP AND BOTTOM

TEMP TEMPORARY, TEMPERATURE

THK THICKNESS

THRU THROUGH

TMPD TEMPERED

TMPD GL TEMPERED GLASS

TOC TOP OF CONCRETE

TOF TOP OF FOOTING, TOP OF FLOOR,

TOP OF FRAME

TOM TOP OF MASONRY

TOPO TOPOGRAPHY

TOS TOP OF STEEL

TYP TYPICAL

UH UNIT HEATER

UL UNDERWRITERS LABORATORIES

UNO UNLESS NOTED OTHERWISE

UTIL UTILITY

VAR VARIES, VARIATION

VCT VINYL

COMPOSITE

TILE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VOL VOLUME

W/ WITH

W/O WITHOUT

WD WOOD

WDW WINDOW

WH WATER HEATER,

WALL HUNG

WT WEIGHT

YD YARD

PSI POUNDS PER SQUARE INCH

PTN PARTITION

QTR QUARTER

QTY QUANTITY

R RISER, RADIUS, HEAT RESISTANCE

RB RUBBER BASE, RESILIENT BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REF REFRIGERATOR

REINF REINFORCE

REQD REQUIRED

RFI REQUEST FOR INFORMATION

RM ROOM

S SOUTH

SAN SANITARY

SCHED SCHEDULE

SECT SECTION

SF SQUARE FOOT, SAFETY FACTOR

SHT SHEET

SIM SIMILAR

SPEC SPECIFICATION(S)

SQ SQUARE

SS STAINLESS STEEL

STC SOUND TRANSMISSION CLASS

STD STANDARD

STO STORAGE

SUSP SUSPENDED

SYM SYMBOL

SYS SYSTEM

T TREAD

LAM LAMINATE(D)

LAV LAVATORY

LB(S), # POUND(S)

LIN LINEAR

MACH

RM

MACHINE ROOM

MAINT MAINTENANCE

MATL MATERIAL

MAX MAXIMUM

ME MATCH EXISTING

MECH MECHANICAL

MECH

RM

MECHANICAL ROOM

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MTL METAL

N NORTH

N/A NOT APPLICABLE

NIC NOT IN CONTRACT

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OPNG OPENING

OPT OPTIONAL

PEMB PRE-ENGINEERED METAL BUILDING

PERF PERFORATED

PLAM PLASTIC LAMINATE

PLYWD PLYWOOD

PSF POUNDS PER SQUARE FOOT

FEC FIRE EXTINGUISHER CABINET

FIN FINISH

FIXT FIXTURE

FLOUR FLOURESCENT

FLR FLOOR

FNDN FOUNDATION

FT FOOT, FEET

FURN FURNITURE

GA GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GEN GENERAL, GENERATOR

GYP GYPSUM

GYP BD GYPSUM BOARD

HDW HARDWARE

HDWD HARDWOOD

HM HOLLOW METAL

HSS HOLLOW STRUCTURAL SECTION

HT HEIGHT

HVAC HEATING, VENTILATING AND AIR

CONDITIONING

HW HOT WATER

ID INSIDE DIAMETER

IN INCHES

INCL INCLUDE

INFO INFORMATION

INSUL INSULATION

INT INTERIOR

JAN JANITOR

JT JOINT

KIT KITCHEN

CT CERAMIC TILE

CU CUBIC

D DEEP, DEPTH

DBL DOUBLE

DEMO DEMOLITION

DF DRINKING FOUNTAIN

DIA or Ø DIAMETER

DIFF DIFFERENCE

DN DOWN

DR DOOR

DS DOWNSPOUT

DT DRAIN TILE

DTL DETAIL

DW DISH WASHER

E EAST

EA EACH

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EP ELECTRIC PANEL

EQ EQUAL

EQUIP EQUIPMENT

EQUIV EQUIVALENT

ETR EXISTING TO REMAIN

EW EACH WAY

EXH EXHAUST

EXIST EXISTING

EXP EXPAND, EXPANSION

EXT EXTERIOR

FA FIRE ALARM

FE FIRE EXTINGUISHER

@ AT

A/C AIR CONDITION(ING) (ED)

ACC ACCESSIBLE

ACT ACOUSTICAL CEILING TILE

ADJ ADJUSTABLE, ADJACENT

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

ALT ALTERNATE

ALUM ALUMINUM

BD BOARD

BITUM BITUMINOUS

BLDG BUILDING

BLKG BLOCKING

BM BENCHMARK, BEAM

BOT BOTTOM

BRG BEARING

CAB CABINET

CCTV CLOSED-CIRCUIT TELEVISION

CEM CEMENT

CIP CAST-IN-PLACE

CJ CONTROL JOINT, CONSTRUCTION

JOINT

CL CENTER LINE

CLG CEILING

CLO CLOSET

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

CSWK CASEWORK

MATERIALS LEGEND

ARCHITECTURAL ABBREVIATIONS

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GMP

CHIEF ENG/ARCH

DESIGN TEAM LEAD

PROJECT MANAGER

ELF

FPE

Ehan Weech Craig Guth Stephen So

Cierra Kinchen

REF.REF.

TR

A-203

D1

A-2011A

A-201 1C

235678

E

C

A

B

D

MECH

CONFERENCE

LAB (SECRET)

LAB (TOP SEC)

MEN

WOMEN

ELEC

OFFICE

OFFICE

BREAK

MOTHER'S

STORAGE

JAN

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

VEST

OFFICE

A4

A-401

A-202

D1

B1 A-301

B1 A-301

A1 A-301

A1 A-301

100A

102103

201202

B1 A-302

A1 A-302

A-401

D1

CORRIDOR

A-401 C1

110A

AV

110A

D1

A1 A1

A1

A1

20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-7"

8'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0"

161'-4"

1" 20'-7" 1"

A1

5'-0" 10'-0" 11'-0" 14'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 2'-0" 11'-0"

OFFICE

C1

C1

D1

ENGINEERING

M

IN

17'-0"

136 M

IN

MIN

5'-0"

A1A1 A1 A1 A1 A1 A1

A1

A1

A1

A1

A1

A1

A1

A1

A1

A1A1A1A1

C2

A-502

+0'-0"

1" 50'-7" 2'-0" 83'-0" 5'-0" 20'-7" 1"

+0'-2 3/4"

M

IN

ALIGN CL OF BOLLARD

WITH DOOR FRAME, TYP

BOLLARD, TYP

+0'-2 3/4"

:1

1:12

26'-0"

1:12

:1

MIN

5'-0"

10'-0"

:1

1:12 +0'-0"

A1

A-502

A5

A-504

C1

A-502

A2

A-502

A1

A-501

A3

A-504

B5

A-504

RAF-1

RAF-1

RAF-1

RAF-1

BY ADDING SECTION BETWEEN COL LINE 4 & 5

INCREASE BUILDING AREA

BID OPTION 1

6'-0"

ADA ACTUATOR

& BOLLARD8

10'-2"

122123124125126127128129

100B

A-601

B4

BID OPTION 2 - SHADED

REGION INDICATES BID

OPTION TO ADD

PARTITIONS AND DOORS

WITH SIDELIGHTS

INTERIOR MATERIAL AND FINISH LEGEND:

MARK

RAF-1 RIGID GRID ACCESS FLOORING

DESCRIPTION: ALL STEEL, SMOOTH SURFACE WITH INTEGRAL SUPPORT LEGS

FINISH: G60 GALVANIZED

HEIGHT: 2.75 INCHES

LOADING: 250 PSF / 3,000 LBS POINT LOAD

BOD: GRIDD70 (REINFORCED)

MANUF: FREEAXEZ

MATERIAL DESCRIPTION

BID OPTION 3 -

PRICE RIGID GRID ACCESS

FLOORING AS A SEPARATE

PROJECT COST

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

A1

OVERALL FLOOR PLAN

SATISFACTORY TO

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

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

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IT

IE

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IN

E

E R

IN

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C O

M M

A N

D

N A

V A

L F

A C

IL

IT

IE

S

E N

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IN

E E

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IN

G C

O M

M A

N D

W

A S

H

IN

G T

O N

P W

D P

A T

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AS NOTED

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IF

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DRAWFORM REVISION: 12 APRIL 2018

GMP

CHIEF ENG/ARCH

IPT TECH. BRANCH HEAD

PROJECT MANAGER

A/E INFO

APPROVED

1610271

ARC101482

L I C E N S E

D

EM

I L

Y

L . FREELAND

A RC H I T ECT

D

IS

TR

ICT OF COLUMBIA

09/21/2020

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:4

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TAHELF CPW

13128722

16'8'4'0'

GENERAL PLAN NOTES

1 REFER TO ENLARGED PLANS FOR ADDITIONAL WALL TYPE TAGS, DOOR NUMBER

TAGS, AND WALL DIMENSIONS.

2 REFER TO PLAN DETAIL AND SECTION SHEETS FOR ADDITIONAL WALL

CONSTRUCTION AND MATERIAL INFORMATION.

3 COORDINATE WITH MECHANICAL AND PLUMBING DRAWINGS FOR LOCATIONS OF

DUCTWORK AND PIPING THROUGH WALL ENCLOSURES AND ASSEMBLIES.

4 REFER TO LIFE SAFETY DRAWINGS FOR REQUIRED FIRE SEPARATION RATINGS.

5 REFER TO STRUCTURAL DRAWINGS FOR CONSTRUCTION JOINT AND CONTROL JOINT

LOCATIONS IN CONCRETE SLAB.

6 REFER TO CIVIL DRAWINGS FOR TOP OF SLAB ELEVATIONS.

7 DIMENSIONS FOR INTERIOR PARTITIONS INDICATE FACE OF GYPSUM WALL BOARD,

UNO.

8 DIMENSIONS FOR EXTERIOR WALLS INDICATE FACE STEEL GIRT AND EDGE OF

FOUNDATION, UNO.

9 TYPICAL DOOR OFFSET IS 0'-6" FROM WALL, UNO.

10 REFER TO INTERIOR DRAWINGS FOR FURNITURE, FINISHES, SIGNAGE LOCATIONS

AND TYPES.

NORTH

S Y

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GMP

CHIEF ENG/ARCH

DESIGN TEAM LEAD

PROJECT MANAGER

ELF

FPE

Ehan Weech Craig Guth

235678

E

C

A

B

D

4 1

B1 A-301

B1 A-301

A1 A-301

A1 A-301

B1 A-302

A1 A-302

1" 20'-7" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-7" 1"

161'-4"

PEMB PERSONNEL DOOR

CANOPY W/ 4'-0"

PROJECTION FROM FACE

OF WALL PANEL

PEMB PERSONNEL DOOR

CANOPY W/ 4'-0" PROJECTION

FROM FACE OF WALL PANEL

:1

S

L O

P E

:1

S

L O

P E

:1

S

L O

P E

:1

S

L O

P E

PEMB EAVE

GUTTER, TYP

PEMB EAVE

GUTTER, TYP

PEMB SCULPTURED

RAKE, TYP

PEMB

RIDGE CAP

PEMB ROOF

CURB, TYP

E Q

E Q

6'-0" 4'-0"

6'-0" 4'-0"

VTR

VTR

VTR

2'-3" 4'-6"

DS DS DS DS DS

DS DS DS DS DS

AT AT AT AT AT AT AT AT

A T

A T

A T

A T

AT AT AT AT AT AT AT AT

A T

A T

A T

A T

AT AT AT

AT

AT

C2 A-501

B3 A-505

AT

AT

MTL-2

MTL-2

MTL-2

MTL-2

MTL-2

MTL-3

MTL-3

BY ADDING SECTION BETWEEN COL LINE 4 & 5

INCREASE BUILDING AREA

BID OPTION 1

ROOF PLAN LEGEND

ROOF TOP MECHANICAL EQUIPMENT -

REFER TO MECH DRAWINGS

METAL ROOF PANEL

PLUMBING VENT PIPE -

REFER TO PLUMBING DRAWINGS

VTR

1:12 SLOPE SLOPE DIRECTION

AT LIGHTNING PROTECTION

AIR TERMINAL -

REFER TO ELEC DRAWINGS

EXTERIOR MATERIAL AND FINISH LEGEND:

MARK

MTL-1 PEMB WALL PANEL

COLOR: PANTONE 16-1010 TPX (INCENSE)

MTL-2 PEMB ROOF PANEL AND RIDGE CAP

COLOR: WHITE (MIN SRI = 78)

MTL-3 PEMB TRIM, FACIA, GUTTERS AND DOWNSPOUTS

COLOR: PANTONE 18-1222 TPX (COCOA BROWN)

MTL-4 ALUMINUM MULLIONS, ENTRANCES, AND LOUVERS

COLOR: PANTONE 412 C (DARK BRONZE)

MATERIAL DESCRIPTION MARK

PNT-1 PAINT

COLOR: PANTONE 412 C (DARK BRONZE)

GL-1 INSULATING LAMINATED GLAZING

COLOR: CLEAR

MATERIAL DESCRIPTION

SATISFACTORY TO

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

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

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DRAWFORM REVISION: 12 APRIL 2018

GMP

CHIEF ENG/ARCH

IPT TECH. BRANCH HEAD

PROJECT MANAGER

A/E INFO

APPROVED

1610271

ARC101482

L I C E N S E

D

EM

I L

Y

L . FREELAND

A RC H I T ECT

D

IS

TR

ICT OF COLUMBIA

09/21/2020

/2

/2

:4

:5

P

M C

U se rs

\e fr e e la n d \D o cu m e n ts \A rc h

P a x

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ID

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C E

N T

R A

L e fr e e la n d .r vt

A-102

R O

O F

P

LA

N

TAHELF CPW

13128723

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

A1

OVERALL ROOF PLAN

16'8'4'0'

GENERAL ROOFING NOTES

1 COORDINATE AND VERIFY ALL ROOF PENETRATIONS, ROOF TOP EQUIPMENT,

AND ROOF DRAIN LOCATIONS WITH MECHANICAL AND PLUMBING DRAWINGS.

2 FOLLOW MANUFACTURER'S RECOMMENDATIONS AND STANDARD DETAILS FOR

THE INSTALLATION OF ROOFING SYSTEMS AND ACCESSORIES.

3 REFER TO WALL SECTIONS FOR ADDITIONAL ROOFING INFORMATION.

4 PROVIDE 1/2" TAPERED, INSULATED CRICKETS FOR DRAINAGE AROUND

ROOFTOP EQUIPMENT.

5 REFER TO ELEC DWGS FOR ELECTRICAL GROUNDING DRAWING AND DETAILS

FOR LIGHTNING PROTECTION SYSTEM.

6 COORDINATE AND INSTALL SCUPPER BOXES WITH MANUFACTURER'S WRITTEN

INSTALLATION INSTRUCTIONS.

7 PROVIDE ROOF EXPANSION RELIEF FOR THE BUILDING ROOF PANELS AS

RECOMMENDED BY MANUFACTUER FOR APPLICATION INDICATED.

8 PEMB EAVE GUTTER AND PEMB DOWNSPOUT (DS) MUST BE SIZED BY PEMB

VENDOR FOR LOCATION CONDITIONS.

NORTH

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IT

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.1

.2

GMP

CHIEF ENG/ARCH

DESIGN TEAM LEAD

PROJECT MANAGER

ELF

FPE

Ehan Weech Craig Guth

M

M

M

M

M M

M

M

M

M

M

M

M

M

OS

OS

OS

OS

OS

OS OS

OS OS

OS

OS

OS

OS

OS

OS

235678

E

C

A

B

D

4 1

TR

MECH

LAB (SECRET)

MEN

WOMEN

ELEC

OFFICE

MOTHER'S

STORAGE

JAN

ENGINEERING

OFFICE

OFFICE

VEST

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

CONFERENCE

LAB (TOP SEC)

110A

AV

AFF10'-0"

AFF10'-0"

BREAK

OFFICE

C2 A-611

BY ADDING SECTION BETWEEN COL LINE 4 & 5

INCREASE BUILDING AREA

BID OPTION 1

PEMB PERSONNEL

CANOPY

PEMB PERSONNEL

CANOPY

BID OPTION: SHADED REGION

INDICATES BID OPTION TO ADD

PARTITIONS AND DOORS WITH

SIDELIGHTS

REFLECTED CEILING PLAN LEGEND

2 x 2 ACOUSTICAL LAY-IN CEILING

- REFER TO INTERIORS

GYPSUM BOARD CEILING/SOFFIT

- REFER TO INTERIORS

LIGHT FIXTURE

- REFER TO ELECTRICAL

HVAC GRILLE

- REFER TO MECHANICAL

RETURN AIR GRILLE

- REFER TO MECHANICAL

EXIT LIGHT

- REFER TO ELECTRICAL

STROBE AND SPEAKER

- REFER TO FIRE PROTECTION

SPRINKLER HEAD

- REFER TO FIRE PROTECTION

SPEAKER

- REFER TO FIRE PROTECTION

s

OS OCCUPANCY SENSOR

- REFER TO ELECTRICAL

AREA OF NO CEILING

SATISFACTORY TO

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

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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R T

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N T

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IN

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IN

G C

O M

M A

N D

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A S

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IN

G T

O N

P W

D P

A T

U X

E N

T R

IV

E

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A T

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T R

IV

E

R

M D

AS NOTED

2850 EISENHOWER AVENUE

SUITE 200

ALEXANDRIA, VA 22314

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IN

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IF

IE

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DRAWFORM REVISION: 12 APRIL 2018

GMP

CHIEF ENG/ARCH

IPT TECH. BRANCH HEAD

PROJECT MANAGER

A/E INFO

APPROVED

1610271

ARC101482

L I C E N S E

D

EM

I L

Y

L . FREELAND

A RC H I T ECT

D

IS

TR

ICT OF COLUMBIA

09/21/2020

/2

/2

:4

:1

P

M C

U se rs

\e fr e e la n d \D o cu m e n ts \A rc h

P a x

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L e fr e e la n d .r vt

A-111

R E

FL

E

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TE

D C

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IN

G

PL

A

N

TAHELF CPW

13128724

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

A1

OVERALL REFLECTED CEILING PLAN

GENERAL CEILING PLAN NOTES

1 CEILING HEIGHT SHALL BE 8'-0" ABOVE FINISHED FLOOR, UNLESS INDICATED ON

PLAN.

2 COORDINATE ALL CEILING SYSTEMS WITH ALL WORK SHOWN ON THE

MECHANICAL, PLUMBING, FIRE-PROTECTION AND ELECTRICAL DRAWINGS FOR ALL

CEILING MOUNTED FIXTURES, DIFFUSERS, DUCTWORK, PIPING, SPRINKLERS,

LIGHTS ETC.

3 FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR THE INSTALLATION OF ALL

CEILING SYSTEMS INDICATED.

4 PAINT ALL EXPOSED STEEL DECKING, BEAMS, COLUMNS.

5 PROVIDE SUSPENDED ACOUSTICAL TILE/GRID CEILING EXPANSION

JOINTS/SLEEVES IN THE NUMBER/SPACING FOR CROSS TEES, MAIN BEAMS AND

WALL ANGLES AS RECOMMENDED BY MANUFACTURER FOR APPLICATION

INDICATED.

6 PROVIDE MOISTURE RESISTANT GYPSUM BOARD IN ALL RESTROOMS UNLESS

NOTED OTHERWISE.

7 REFER TO ROOM FINISH SCHEDULE FOR TYPES, STYLES AND COLOR OF CEILING.

8 PROVIDE CEILING ACCESS PANELS WHERE REQUIRED BY PLUMBING AND

MECHANICAL DRAWINGS.

9 FOLLOW ASTM C840 AND USG GYPSUM CONSTRUCTION HANDBOOK FOR THE

INSTALLATION AND RECOMMENDED LOCATIONS OF CONTROL JOINTS IN GYPSUM

BOARD CEILINGS.

10 PROVIDE BLOCKING AS NEEDED FOR ALL CEILING MOUNTED EQUIPMENT AND

FURNISHINGS.

16'8'4'0'

NORTH

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F A

C

IL

IT

Y

.1

.2

GMP

CHIEF ENG/ARCH

DESIGN TEAM LEAD

PROJECT MANAGER

ELF

FPE

Ehan Weech Craig Guth

F

F F F

F

F

REF.REF.

235678

E

C

A

B

D

4 19 C1

A-121

AIR BARRIER

ENVELOPE

FIRST FLOOR

0"

E C ABD

EAVE HT

13'-6"

AIR BARRIER

ENVELOPE

3 3

KEY NOTES

1 THE LAB THAT IS SERVED BY THE OVERHEAD DOOR IS

EXEMPT AND IS NOT PART OF THE AIR BARRIER TESTING

2 ALL ROOF SYSTEMS ARE PART OF THE AIR BARRIER

ENVELOPE. ALL PENETRATIONS, TRANSITIONS, AND

JOINTS MUST BE AIRTIGHT

3 CURBS, AND DUCTWORK HOUSINGS ARE INCLUDED IN

AIR BARRIER ENVELOPE

4 MAINTAIN ACCESS TO ELECTRICAL AND MECHANICAL

ROOMS DURING AIR BARRIER TESTING

THERMAL AND MOISTURE

PROTECTION LEGEND

AIR BARRIER ENVELOPE

DEPICTS AREA TO BE TESTED FOR

AIRTIGHTNESS. SINGLE ZONE BUILDING

IS STRATEGY INDICATED.

SATISFACTORY TO

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

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

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N D

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A S

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IN

G T

O N

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D P

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IV

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A T

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IV

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R

M D

AS NOTED

2850 EISENHOWER AVENUE

SUITE 200

ALEXANDRIA, VA 22314

S T

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IF

IE

D

DRAWFORM REVISION: 12 APRIL 2018

GMP

CHIEF ENG/ARCH

IPT TECH. BRANCH HEAD

PROJECT MANAGER

A/E INFO

APPROVED

1610271

ARC101482

L I C E N S E

D

EM

I L

Y

L . FREELAND

A RC H I T ECT

D

IS

TR

ICT OF COLUMBIA

09/21/2020

/2

/2

:4

:1

P

M C

U se rs

\e fr e e la n d \D o cu m e n ts \A rc h

P a x

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L e fr e e la n d .r vt

A-121

A

IR

B A

R R

IE

R

PL

A

N

TAHELF MTG

13128725

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

A1

AIR BARRIER PLAN

24'16'8'0'

3/16" = 1'-0"A-121

BUILDING SECTION AIR BARRIERC1

12'8'4'0'

AIR BARRIER NOTES

1 SEE SHEETS A-501 THROUGH A-505 FOR AIR BARRIER DETAILS AND SPECIFIC

AIR BARRIER COMPONENTS. REFER TO SPECIFICATION SECTION 070523 FOR

PRESSURE TESTING AN AIR BARRIER ENVELOPE FOR AIR TIGHTNESS.

2 PROVIDE WEATHERSTRIPPING AND SEALS AT ALL DOORS AND LOUVER

HEADS, JAMBS AND SILLS THAT ARE PART OF THE AIR BARRIER ENVELOPE.

3 AIR BARRIER MATERIALS, ACCESSORIES AND BUILDING CONSTRUCTION

THAT ARE INDICATED WITHIN THE BUILDING EXTERIOR ENVELOPE SERVES

AS A CONTINUOUS AND WHOLE AIR BARRIER SYSTEM TO RESTRICT THE

MOVEMENT OF AIR THROUGH THESE ASSEMBLIES.

4 THE AIR BARRIER SYSTEM INCLUDES BUILDING SYSTEMS AND ASSEMBLIES

SUCH AS FOUNDATION WALLS AND SLABS, EXTERIOR WALLS, VARIOUS

EXTERIOR WALLS, ROOFS, ATTIC SPACES AND CONSTRUCTION, CONTROL

JOINTS AND EXPANSION JOINTS, PENETRATIONS; AND THEIR CONTINUITY,

CONNECTIONS AND TRANSITIONS FROM ONE BUILDING SYSTEM AND

ASSEMBLY TO ANOTHER AND BETWEEN DIFFRENT MATERIALS AND

PRODUCTS MUST BE CONTINUOUSLY SEALED. AIR BARRIER MATERIALS AND

ACCESSORIES MUST HAVE THE CAPABILITY OF PREFORMING AS A

CONTINUOUS AIR BARRIER AND MUST BE CAPABLE OF MOVEMENT,

EXPANSION, MATERIAL CHANGES WITHOUT DETERIORATION AND

SHRINKAGE. ALL PENETRATIONS THROUGH THE AIR BARRIER SYSTEMS ARE

FULLY SEALED IN ACCORDANCE WITH THE MANUFACTURER'S

RECOMMENDATIONS.

5 THERMAL INSULATION AT EXTERIOR WALLS IS NOT INDICATED ON THIS

SHEET. REFER TO VERTICAL AND HORIZONTAL ASSEMBLY SHEETS.

6 ACOUSTIC INSULATION IS NOT INDICATED ON THIS SHEET. REFER TO FLOOR

PLANS AND INTERIOR PARTITION TYPES SCHEDULE.

7 THE CONTRACTOR MUST COORDINATE BETWEEN THE TRADES, THE PROPER

INSTALLATION, SCHEDULING AND SEQUENCING OF THE WORK,

INSPECTIONS, AND TESTS OF THE CONSTRUCTION OF THE BUILDING

ENCLOSURE AND THE CONTINOUS AIR BARRIER SYSTEM TO CONTROL THE

AIR LEAKAGE. THE BUILDING'S CONTINUOUS AIR BARRIER MUST WITHSTAND

THE BUILDING'S POSITIVE/NEGATIVE AIR PRESSURE BARRIER TESTING

APPLIED TO THE BUILDING ENCLOSURE. THE CONTRACTOR MUST

COORDINATE ALL TESTING SERVICES THAT ARE REQUIRED TO VERIFY

COMPLIANCE WITH REQUIREMENTS SPECIFIED OR INDICATED. THE

CONTRACTOR MUST INSPECT AIR BARRIER FOR TEARS, GAPS, HOLES,

DISCONTINUITY, AND REPAIR FOR A FULLY SEALED SYSTEM.

8 WHERE REQUIRED BY THE SPECIFICATIONS OR CONTRACT, AN

INDEPENDENT QUALIFIED AGENCY OR PROVIDER IS TO BE ENGAGED TO

PREFORM INSPECTIONS, SAMPLING, AND/OR TESTING OF THE AIR BARRIER

MATERIALS, LEAKAGE RATES, COMPONENTS AND ASSEMBLIES SPECIFIED IN

THE TESTING REQUIREMENTS. REFER TO THE DRAWINGS FOR ANY ROOMS

OR ZONES THAT ARE NOT REQUIRED TO BE TESTED, IF ANY.

9 FAILURE IN THE AIR BARRIER TESTING AND/OR INSPECTIONS WILL BE

CONSIDERED AND DEEMED NOT IN COMPLIANCE WITH THE BUILDING

SPECIFIED REQUIREMENTS. THE CONTRACTOR MUST CORRECT ANY

DEFECTIVE OR DEFICIENT MATERIAL, PRODUCT OR ASSEMBLY.

NORTH

AIR BARRIER ENVELOPE

SURFACE AREA 30,942 SF

MAXIMUM ALLOWABLE LEAKAGE RATE 0.25 CFM/FT2

MAXIMUM LEAKAGE 7,736 CFM

S Y

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IL

IT

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.1

.2

GMP

CHIEF ENG/ARCH

DESIGN TEAM LEAD

PROJECT MANAGER

ELF

FPE

Ehan Weech Craig Guth

FIRST FLOOR

0"

ECA B D

EAVE HT

13'-6"

T Y

P

4'-0"2'-0" 4'-0"10'-0"

PEMB PERSONNEL

DOOR CANOPY

EQ EQ

ROOF VENTILATOR;

SEE MECH

1"

12"

1"

12"

6'-0"4'-0"

STEEL DOOR AND

FRAME, TYP UNO

METAL WALL LOUVER;

SEE MECH

PNT-1

GL-1

MTL-4

MTL-4

MTL-3

ALUMINUM-FRAMED

ENTRANCES AND STOREFRONT

MTL-3

MTL-3

MTL-1MTL-1

PEMB DOWNSPOUT

ASSEMBLY, TYP

PEMB SCULPTURED

RAKE TRIM

PEMB WALL PANEL

CONCRETE SIDEWALK,

REFER TO CIVIL

ELECTRICAL

EQUIPMENT

ADA ACTUATOR & BOLLARD

(COLOR TO MATCH STOREFRONT)

MTL-4

FIRST FLOOR

0"

E C

A

BD

EAVE HT

13'-6"

1"

12"

2'-4"

6"

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

6"

2'-4"

1"

12"

PEMB DOWNSPOUT

ASSEMBLY, TYP

PEMB SCULPTURED

RAKE TRIM

PEMB WALL PANEL

MTL-1MTL-1

MTL-3

MTL-3

HVAC DUCTWORK, SUPPORTED ON PEMB

EXTERIOR WALL SYSTEM TO REACH ABOVE

CEILING ENTRY HEIGHT AND TO ENSURE INTAKE

IS HIGHER THAN 10'-0" ABOVE GRADE. SEE MECH

B3 A-504

EXTERIOR MATERIAL AND FINISH LEGEND:

MARK

MTL-1 PEMB WALL PANEL

COLOR: PANTONE 16-1010 TPX (INCENSE)

MTL-2 PEMB ROOF PANEL AND RIDGE CAP

COLOR: WHITE (MIN SRI = 78)

MTL-3 PEMB TRIM, FACIA, GUTTERS AND DOWNSPOUTS

COLOR: PANTONE 18-1222 TPX (COCOA BROWN)

MTL-4 ALUMINUM MULLIONS, ENTRANCES, AND LOUVERS

COLOR: PANTONE 412 C (DARK BRONZE)

MATERIAL DESCRIPTION MARK

PNT-1 PAINT

COLOR: PANTONE 412 C (DARK BRONZE)

GL-1 INSULATING LAMINATED GLAZING

COLOR: CLEAR

MATERIAL DESCRIPTION

LIGHT FIXTURE - SEE ELECTRICAL

WALL HYDRANT - SEE PLUMBING

SPEAKER - SEE FIRE PROTECTION

FIRE DEPT CONNECTION - SEE FIRE PROTECTION

INTAKE - SEE MECHANICAL

METAL WALL LOUVER - SEE MECHANICALKNOXBOX - SEE FIRE PROTECTION

BUILDING ELEVATIONS COMPONENT LEGEND:

RECEPTICLE - SEE ELECTRICAL

SATISFACTORY TO

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

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

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

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IN

G C

O M

M A

N D

W

A S

H

IN

G T

O N

P W

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IV

E

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A T

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T R

IV

E

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M D

AS NOTED

2850 EISENHOWER AVENUE

SUITE 200

ALEXANDRIA, VA 22314

S T

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S S

IF

IE

D

DRAWFORM REVISION: 12 APRIL 2018

GMP

CHIEF ENG/ARCH

IPT TECH. BRANCH HEAD

PROJECT MANAGER

A/E INFO

APPROVED

1610271

ARC101482

L I C E N S E

D

EM

I L

Y

L . FREELAND

A RC H I T ECT

D

IS

TR

ICT OF COLUMBIA

09/21/2020

/2

/2

:4

:3

P

M C

U se rs

\e fr e e la n d \D o cu m e n ts \A rc h

P a x

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C E

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L e fr e e la n d .r vt

A-201

E

XT

E R

IO

R

E

LE

VA

TI

O N

S

TAHELF CPW

13128726

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

1A

ELEVATION - ENTRANCE SIDE

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

1C

ELEVATION - LAB SIDE

GENERAL ELEVATION NOTES

1 REFER TO AND COORDINATE WITH THE MECHANICAL,

PLUMBING, FIRE PROTECTION AND ELECTRICAL DRAWINGS FOR

THE LOCATIONS, SIZES AND QUANTITIES OF EXTERIOR LIGHTS,

LOUVERS AND VENTS.

2 REFER TO WALL SECTION SHEETS FOR ADDITIONAL

INFORMATION AND DIMENSIONS.

3 REFER TO A-201 FOR EXTERIOR MATERIAL AND FINISH LEGEND.

4 REFER TO A-201 FOR BUILDING ELEVATIONS COMPONENT

LEGEND.

16'8'4'0'

16'8'4'0'

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D A

TE

A

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S

TR

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TI

O

N

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SUITE 200

ALEXANDRIA, VA 22314

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ID

S

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IN

E E

R

IN

G S

U P

P O

R T

F A

C

IL

IT

Y

.1

.2

GMP

CHIEF ENG/ARCH

DESIGN TEAM LEAD

PROJECT MANAGER

ELF

FPE

Ehan Weech Craig Guth

2 3 5 6 7 841

EAVE HT

13'-6"

M A

T C

H L

IN

E

S E

E B

E L O

W

FIRST FLOOR

0"

2 3

EAVE HT

13'-6"

S

E E

M A

T C

H L

IN

E

A

A -2

T Y

P1

2'-0" 2'-0"3'-0" 13'-0"

PEMB DOWNSPOUT

ASSEMBLY, TYP

PEMB SCULPTED

RAKE TRIM

PEMB EAVE GUTTER

PEMB RIDGE CAP

METAL WALL

LOUVER; SEE MECH

METAL WALL LOUVER;

SEE MECH

STEEL DOOR AND

FRAME, TYP UNO

PEMB WALL

PANEL, TYP

PEMB ROOF

PANEL, TYP

MTL-2

MTL-3

MTL-3

PNT-1PNT-1

MTL-3

MTL-1MTL-1

ROOF VENTILATOR;

SEE MECH

BY ADDING SECTION BETWEEN COL LINE 4 & 5

INCREASE BUILDING AREA

BID OPTION 1

ELECTRICAL

EQUIPMENT

FIRST FLOOR

0"

5 6 7 8

EAVE HT

13'-6"

S

E E

M A

T C

H L

IN

E

B

A -2

PEMB PERSONNEL

DOOR CANOPY

OVERHEAD

COILING DOOR

PEMB DOWNSPOUT

ASSEMBLY, TYP

STEEL DOOR AND FRAME, TYP UNO

STEEL BOLLARD, BOTH SIDES

PEMB RIDGE CAP

PEMB EAVE

GUTTER

PEMB SCULPTED

RAKE TRIM

PEMB WALL

PANEL, TYP

PEMB ROOF

PANEL, TYP

MTL-2

MTL-3 MTL-3

MTL-3

MTL-4

PNT-1

MTL-1MTL-1

MTL-3

CONCRETE APRON AND

SIDEWALK, REFER TO CIVIL

SATISFACTORY TO

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

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

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

W

A S

H

IN

G T

O N

P W

D P

A T

U X

E N

T R

IV

E

R P

A T

U X

E N

T R

IV

E

R

M D

AS NOTED

2850 EISENHOWER AVENUE

SUITE 200

ALEXANDRIA, VA 22314

S T

IN

IG

O

E S

M

D W

E B

S T

E R

O U

T L Y

IN

G

F

IE

L D

R E

V D

A T

E

F

IL

E N

A M

E

U N

C

LA

S S

IF

IE

D

DRAWFORM REVISION: 12 APRIL 2018

GMP

CHIEF ENG/ARCH

IPT TECH. BRANCH HEAD

PROJECT MANAGER

A/E INFO

APPROVED

1610271

ARC101482

L I C E N S E

D

EM

I L

Y

L . FREELAND

A RC H I T ECT

D

IS

TR

ICT OF COLUMBIA

09/21/2020

/2

/2

:4

:4

P

M C

U se rs

\e fr e e la n d \D o cu m e n ts \A rc h

P a x

L R

P

ID

S

R

C E

N T

R A

L e fr e e la n d .r vt

A-202

E

XT

E R

IO

R

E

LE

VA

TI

O N

S

TAHELF CPW

13128727

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

D1

OVERALL ELEVATION - STREET SIDE

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

B1

ELEVATION - STREET SIDE 1

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

A1

ELEVATION - STREET SIDE 2

GENERAL ELEVATION NOTES

1 REFER TO AND COORDINATE WITH THE MECHANICAL,

PLUMBING, FIRE PROTECTION AND ELECTRICAL DRAWINGS FOR

THE LOCATIONS, SIZES AND QUANTITIES OF EXTERIOR LIGHTS,

LOUVERS AND VENTS.

2 REFER TO WALL SECTION SHEETS FOR ADDITIONAL

INFORMATION AND DIMENSIONS.

3 REFER TO A-201 FOR EXTERIOR MATERIAL AND FINISH LEGEND.

4 REFER TO A-201 FOR BUILDING ELEVATIONS COMPONENT

LEGEND.

16'8'4'0'

16'8'4'0'

16'8'4'0'

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

IS

S U

E

FO

R C

O N

S

TR

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O

N

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2850 EISENHOWER AVENUE

SUITE 200

ALEXANDRIA, VA 22314

C I&

ID

S

E N

G

IN

E E

R

IN

G S

U P

P O

R T

F A

C

IL

IT

Y

.1

.2

GMP

CHIEF ENG/ARCH

DESIGN TEAM LEAD

PROJECT MANAGER

ELF

FPE

Ehan Weech Craig Guth

235678 4 1

EAVE HT

13'-6"

M A

T C

H L

IN

E

S E

E B

E L O

W

FIRST FLOOR

0"

4 1

EAVE HT

13'-6"

S

E E

M A

T C

H L

IN

E

B

A -2

15'-0"

PEMB RIDGE CAP

PEMB DOWNSPOUT

ASSEMBLY, TYP

PEMB EAVE

GUTTER

PEMB SCULPTED

RAKE TRIM

PEMB WALL

PANEL, TYP

PEMB ROOF

PANEL, TYP

ALUMINUM-FRAMED

ENTRANCE AND

STOREFRONT

MTL-3

MTL-3

MTL-2 MTL-3

MTL-1MTL-1

MTL-4

GL-1

ROOF VENTILATOR;

SEE MECH

BY ADDING SECTION BETWEEN COL LINE 4 & 5

INCREASE BUILDING AREA

BID OPTION 1

ALIGN MULLION AND

DOWNSPOUT W/ COL

CENTERLINE

FIRST FLOOR

0"

EAVE HT

13'-6"

S

E E

M A

T C

H L

IN

E

A

A -2

PEMB RIDGE CAP

8'-0"

MTL-1

MTL-2

MTL-3

PEMB DOWNSPOUT

ASSEMBLY, TYP

PEMB EAVE

GUTTER

PEMB SCULPTED

RAKE TRIM

PEMB WALL

PANEL, TYP

PEMB ROOF

PANEL, TYP

MTL-3

MTL-3

GL-1

MTL-4

MTL-4

ALUMINUM-FRAMED

ENTRANCE AND

STOREFRONT

MTL-1

CONCRETE STOOP,

REFER TO CIVIL

ALIGN MULLION AND

DOWNSPOUT W/ COL

CENTERLINE

SATISFACTORY TO

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

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

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

W

A S

H

IN

G T

O N

P W

D P

A T

U X

E N

T R

IV

E

R P

A T

U X

E N

T R

IV

E

R

M D

AS NOTED

2850 EISENHOWER AVENUE

SUITE 200

ALEXANDRIA, VA 22314

S T

IN

IG

O

E S

M

D W

E B

S T

E R

O U

T L Y

IN

G

F

IE

L D

R E

V D

A T

E

F

IL

E N

A M

E

U N

C

LA

S S

IF

IE

D

DRAWFORM REVISION: 12 APRIL 2018

GMP

CHIEF ENG/ARCH

IPT TECH. BRANCH HEAD

PROJECT MANAGER

A/E INFO

APPROVED

1610271

ARC101482

L I C E N S E

D

EM

I L

Y

L . FREELAND

A RC H I T ECT

D

IS

TR

ICT OF COLUMBIA

09/21/2020

/2

/2

:4

:0

P

M C

U se rs

\e fr e e la n d \D o cu m e n ts \A rc h

P a x

L R

P

ID

S

R

C E

N T

R A

L e fr e e la n d .r vt

A-203

E

XT

E R

IO

R

E

LE

VA

TI

O N

S

TAHELF CPW

13128728

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

D1

OVERALL ELEVATION - WATER SIDE

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

A1

ELEVATION - WATER SIDE 2

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

B1

ELEVATION - WATER SIDE 1

GENERAL ELEVATION NOTES

1 REFER TO AND COORDINATE WITH THE MECHANICAL,

PLUMBING, FIRE PROTECTION AND ELECTRICAL DRAWINGS FOR

THE LOCATIONS, SIZES AND QUANTITIES OF EXTERIOR LIGHTS,

LOUVERS AND VENTS.

2 REFER TO WALL SECTION SHEETS FOR ADDITIONAL

INFORMATION AND DIMENSIONS.

3 REFER TO A-201 FOR EXTERIOR MATERIAL AND FINISH LEGEND.

4 REFER TO A-201 FOR BUILDING ELEVATIONS COMPONENT

LEGEND.

16'8'4'0'

16'8'4'0'

16'8'4'0'

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

IS

S U

E

FO

R C

O N

S

TR

U C

TI

O

N

/2 1/

2850 EISENHOWER AVENUE

SUITE 200

ALEXANDRIA, VA 22314

C I&

ID

S

E N

G

IN

E E

R

IN

G S

U P

P O

R T

F A

C

IL

IT

Y

.1

.2

GMP

CHIEF ENG/ARCH

DESIGN TEAM LEAD

PROJECT MANAGER

ELF

FPE

Ehan Weech Craig Guth

E C ABD

8" 20'-0" 20'-0" 20'-0" 20'-0" 8"

EAVE HT

13'-6"

LAB (SECRET)

LAB (TOP SEC)

81'-4"

C2

A-501

/4

C L R

L A

B S

M

IN

A4

A-501

C4

A-501

C5

A-504

A1

A-504

B1

A-504

RAF-1

BID OPTION: ADD RAISED ACCESS

FLOOR IN BOTH LAB SPACES

FIRST FLOOR

0"

E C ABD

EAVE HT

13'-6"

8" 20'-0" 20'-0" 20'-0" 20'-0" 8"

OFFICE

81'-4"

C2

A-611 A4

A-502

C4

A-502

C2

A-501

A4

A-501

C4

A-501

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

B1

SECTION TRANSVERSE - LAB AREA

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

A1

SECTION TRANSVERSE - OFFICE AREA

SATISFACTORY TO

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

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

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

W

A S

H

IN

G T

O N

P W

D P

A T

U X

E N

T R

IV

E

R P

A T

U X

E N

T R

IV

E

R

M D

AS NOTED

2850 EISENHOWER AVENUE

SUITE 200

ALEXANDRIA, VA 22314

S T

IN

IG

O

E S

M

D W

E B

S T

E R

O U

T L Y

IN

G

F

IE

L D

R E

V D

A T

E

F

IL

E N

A M

E

U N

C

LA

S S

IF

IE

D

DRAWFORM REVISION: 12 APRIL 2018

GMP

CHIEF ENG/ARCH

IPT TECH. BRANCH HEAD

PROJECT MANAGER

A/E INFO

APPROVED

1610271

ARC101482

L I C E N S E

D

EM

I L

Y

L . FREELAND

A RC H I T ECT

D

IS

TR

ICT OF COLUMBIA

09/21/2020

/2

/2

:4

:0

P

M C

U se rs

\e fr e e la n d \D o cu m e n ts \A rc h

P a x

L R

P

ID

S

R

C E

N T

R A

L e fr e e la n d .r vt

A-301

B U

IL

D

IN

G

S E

C

TI

O N

S

TAHELF CPW

13128729

8'4'2'0'

8'4'2'0'

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

IS

S U

E

FO

R C

O N

S

TR

U C

TI

O

N

/2 1/

2850 EISENHOWER AVENUE

SUITE 200

ALEXANDRIA, VA 22314

C I&

ID

S

E N

G

IN

E E

R

IN

G S

U P

P O

R T

F A

C

IL

IT

Y

.1

.2

GMP

CHIEF ENG/ARCH

DESIGN TEAM LEAD

PROJECT MANAGER

ELF

FPE

Ehan Weech Craig Guth

EAVE HT

13'-6"

LAB (TOP SEC)

C L R

L A

B S

M

IN

/4

M

IN

A B

O V

E G

R A

D E

"1

B3

A-504

A2

A-501

C5

A-504

RAF-1

BID OPTION: ADD RAISED ACCESS

FLOOR IN BOTH LAB SPACES

FIRST FLOOR

0"

2356 4 1

EAVE HT

13'-6"

CORRIDOR

VEST

B3 A-505

"A2

A-503

C2

A-611

A4

A-503

C1

A-501

B4

A-503

BY ADDING SECTION BETWEEN COL LINE 4 & 5

INCREASE BUILDING AREA

BID OPTION 1

SATISFACTORY TO

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

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

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

W

A S

H

IN

G T

O N

P W

D P

A T

U X

E N

T R

IV

E

R P

A T

U X

E N

T R

IV

E

R

M D

AS NOTED

2850 EISENHOWER AVENUE

SUITE 200

ALEXANDRIA, VA 22314

S T

IN

IG

O

E S

M

D W

E B

S T

E R

O U

T L Y

IN

G

F

IE

L D

R E

V D

A T

E

F

IL

E N

A M

E

U N

C

LA

S S

IF

IE

D

DRAWFORM REVISION: 12 APRIL 2018

GMP

CHIEF ENG/ARCH

IPT TECH. BRANCH HEAD

PROJECT MANAGER

A/E INFO

APPROVED

1610271

ARC101482

L I C E N S E

D

EM

I L

Y

L . FREELAND

A RC H I T ECT

D

IS

TR

ICT OF COLUMBIA

09/21/2020

/2

/2

:4

:1

P

M C

U se rs

\e fr e e la n d \D o cu m e n ts \A rc h

P a x

L R

P

ID

S

R

C E

N T

R A

L e fr e e la n d .r vt

A-302

B U

IL

D

IN

G

S E

C

TI

O N

S

TAHELF CPW

13128730

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

B1

SECTION LONGITUDINAL - LAB AREA

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

A1

SECTION LONGITUDINAL - MAIN ENTRANCE

8'4'2'0'

8'4'2'0'

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

IS

S U

E

FO

R C

O N

S

TR

U C

TI

O

N

/2 1/

2850 EISENHOWER AVENUE

SUITE 200

ALEXANDRIA, VA 22314

C I&

ID

S

E N

G

IN

E E

R

IN

G S

U P

P O

R T

F A

C

IL

IT

Y

.1

.2

GMP

CHIEF ENG/ARCH

DESIGN TEAM LEAD

PROJECT MANAGER

ELF

FPE

Ehan Weech Craig Guth

F

REF.REF.

C

A

B

D

A-401 A2

A-401A1

A-401

B1

A-401 B3

B2

A L

IG

N

MEN

WOMEN

JAN

BREAK

MOTHER'S

MECH

CORRIDOR

CONFERENCE

110A

AV

OFFICE

OFFICE

A1

A1

A1

A1

A1

A1

A1

A1

A1

A1

10'-2"

VEST

10'-0"

6'-0"

A1

A1

A1

A1

A1

A1

A1

TR

ELEC

EQ EQ

EQ EQ

C1

A-502

A L

IG

N

NOTE: REFER TO

INTERIORS DWGS

FOR FINISHES AND

MILLWORK DETAILS

@ BREAK AND

MOTHER'S RMS

WF1

MS-1

ADA ACTUATOR

NOTE: INSTALL 3/4" FIRE-RATED,

UNPAINTED PLYWOOD ON ALL WALLS IN TR

202, FROM 4" TO 8'-4" AFF. MINIMUM WIDTH

OF ROOM (INCLUDING PLYWOOD) IS 10'-0".

TA-5

TA-5

TA-5

TA-5

ST2

ST1

ST4

ST2

ST1

S1S1

7'-8"

FIRST FLOOR

0"

FIRST FLOOR

0"

NOTE: REFER TO

INTERIOR DWGS FOR

FINISHES, AND

MILLWORK DETAILS

FIRST FLOOR

0"

VEST

CORRIDOR

OPEN

FIRST FLOOR

0"

356 4

BID OPTION: ADD PARTITIONS

AND DOORS WITH SIDELIGHTS

IN THIS OFFICE ROW

FIRST FLOOR

0"

ALUMINUM-FRAMED

ENTRANCE AND STOREFRONT

FIRST FLOOR

0"

OPEN OPEN

C2 A-611

FIRST FLOOR

0"

VEST

CORRIDOR

" 1

T Y

P

3'-5 11/32"

ADA ACTUATOR

1t XX-X XX-X

GENERAL PLAN NOTES

REFER TO A-605 FOR TOILET ROOM LAYOUTS,

PLUMBING FIXTURE MOUNTING HEIGHTS, AND TOILET

ACCESSORY AND MOUNTING SCHEDULE AS INDICATED

, , , RESPECTIVELY.BY

SATISFACTORY TO

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

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

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

W

A S

H

IN

G T

O N

P W

D P

A T

U X

E N

T R

IV

E

R P

A T

U X

E N

T R

IV

E

R

M D

AS NOTED

2850 EISENHOWER AVENUE

SUITE 200

ALEXANDRIA, VA 22314

S T

IN

IG

O

E S

M

D W

E B

S T

E R

O U

T L Y

IN

G

F

IE

L D

R E

V D

A T

E

F

IL

E N

A M

E

U N

C

LA

S S

IF

IE

D

DRAWFORM REVISION: 12 APRIL 2018

GMP

CHIEF ENG/ARCH

IPT TECH. BRANCH HEAD

PROJECT MANAGER

A/E INFO

APPROVED

1610271

ARC101482

L I C E N S E

D

EM

I L

Y

L . FREELAND

A RC H I T ECT

D

IS

TR

ICT OF COLUMBIA

09/21/2020

/2

/2

:4

:3

P

M C

U se rs

\e fr e e la n d \D o cu m e n ts \A rc h

P a x

L R

P

ID

S

R

C E

N T

R A

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A-401

E N

LA

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G E

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LA

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LE

VA

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TAHELF CPW

13128731

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

A4

ENLARGED FLOOR PLAN

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

A2

ELEV - WOMEN'S ROOM

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

A1

ELEV - MEN'S ROOM

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

B1

ELEV - CORRIDOR

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

D1

ELEV - SHARED OFFICES

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

B3

ELEV - VESTIBULE

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

C1

ELEV - PRIVATE OFFICES

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

B2

ELEV - CORRIDOR

8'4'2'0'8'4'2'0'

8'4'2'0' 8'4'2'0'

8'4'2'0'

8'4'2'0'

8'4'2'0'

NORTH

S Y

M D

E S

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TI

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IT

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.1

.2

GMP

CHIEF ENG/ARCH

DESIGN TEAM LEAD

PROJECT MANAGER

ELF

FPE

Ehan Weech Craig Guth

A

EAVE HT

13'-6"

EXTERIOR FACE OF FRAME

PEMB ROOF SYSTEM

(U VALUE = 0.031), COMPRISED OF:

- WHITE LINER FABRIC W/ BANDING,

- UNFACED FIBERGLASS INSULATION

BETWEEN PURLINS,

- CONTINUOUS AIR BARRIER, INSTALLED ON

EXTERIOR SIDE OF PURLINS,

- UNFACED FIBERGLASS OVER PURLINS,

- METAL ROOF PANEL, INSTALLED WITH

"TALL" PANEL CLIPS AND THERMAL BLOCKS

PEMB EXTERIOR WALL SYSTEM,

REFER TO A4/A-501

PEMB GIRT

TWO (2) LAYERS 5/8" TYPE "X"

GYP BD @ LABS, ONE (1) LAYER

@ ALL OTHER AREAS, FULL

HEIGHT @ LABS, 6" ABOVE

CEILING @ ALL OTHER AREAS

2 1/2" METAL STUD @ 12" OC

NOTE: ALL EXTERIOR WALLS AND ROOF SYSTEMS

@ LAB AREAS MUST COMPLY WITH NAVFAC

SECURE COMPARTMENT REQUIREMENTS AND MEET

A MINIMUM STC RATING OF 45.

8"

EXTERIOR FACE OF GIRT

AND FOUNDATION

5 1/4"

PEMB EAVE FLASHING

PEMB GUTTER

PEMB GUTTER HANGER

PEMB EAVE STRUT

SEALANT AND

BACKER ROD

PEMB RIGID

FRAME BEYOND

FIRST FLOOR

0"

A

RIGID GRID ACCESS

FLOORING (@ LABS ONLY)

4 5/8"

SELF-ADHERING FLASHING,

TO TIE INTO WATERPROOFING

PEMB EXTERIOR WALL SYSTEM

(U VALUE = 0.042), COMPRISED OF:

- WHITE LINER FABRIC W/ BANDING,

- UNFACED FIBERGLASS INSULATION

BETWEEN GIRTS,

- CERTIFIED R-13 THERMAL BREAK,

- CONTINUOUS AIR BARRIER, INSTALLED ON

EXTERIOR SIDE OF INSULATION AND GIRTS,

- METAL WALL PANEL, "REVERSE"

INSTALLATION TO MINIMIZE COMPRESSION

OF INSULATION

EXTEND VAPOR BARRIER

UNDER PERIMETER

FOUNDATION AND TIE INTO

WATERPROOFING, TYP

PERIMETER FOUNDATION,

REFER TO STRUCTURAL

FLUID-APPLIED

WATERPROOFING, CONTINUE

FROM BOTTOM OF

FOUNDATION TO UNDER PEMB

BASE CHANNEL, TYP

2" BOARD INSULATION

(R15 MIN), TYP

FRP FOUDATION

INSULATION PROTECTION

PEMB BASE CHANNEL SET ON SILL

GASKET. FASTEN TO CONCRETE

SLAB PER MANUF REQ'S

8"

PEMB RIGID FRAME BEYOND

CONCRETE SLAB ON

GRADE, VAPOR BARRIER

AND STONE BASE, REFER

TO STRUCTURAL

/4

3 3/4" 7/8"

TWO (2) LAYERS 5/8" TYPE "X"

GYP BD @ LABS, ONE (1) LAYER

@ ALL OTHER AREAS

2 1/2" MTL STUDS @ 12" OC, TYP

EXTERIOR FACE OF FRAME

8"

EXTERIOR FACE OF GIRT AND

FOUNDATION

PEMB BASE TRIM

LAB (TOP SEC)

NOTE: ALL EXTERIOR WALLS AND ROOF SYSTEMS

@ LAB AREAS MUST COMPLY WITH NAVFAC

SECURE COMPARTMENT REQUIREMENTS AND MEET

A MINIMUM STC RATING OF 45.

ALIGN

C

PEMB RIDGE CAP FASTENED

AND SEALED TO ZEE

CLOSURE ,

FILL VOID WITH INSULATION

PEMB PURLIN

PEMB

INSULATION

PAN

PEMB ZEE CLOSURE

FASTENED AND SEALED

TO ROOF PANEL

PEMB RIGID

FRAME

PEMB ROOF SYSTEM,

SEE C4/A-501

PEMB EXTERIOR WALL

SYSTEM,

REFER TO A4/A-501

PEMB ROOF SYSTEM,

REFER TO C4/A-501

PEMB SCULPTURED

RAKE TRIM

PEMB RAKE TRIM

RETAINER

PEMB RAKE ANGLE

PEMB RIDGE CAP

BEYOND

M

IN

/2

7"

1"

PEMB STEEL FRAMING

A

CONFERENCE

1"7"1'-0"

PANEL MODULE

START

PANEL MODULE

START

PEMB OUTSIDE

CORNER

SL

SL

PEMB FILLER TRIM

DOWNSPOUT

STRAP BRACKET

PEMB DOWNSPOUT

4" 7" 1"

PEMB EXTERIOR WALL

SYSTEM,

REFER TO A4/A-501

2 1/2" MTL STUDS

@ 12" OC, TYP

TWO (2) LAYERS 5/8"

TYPE "X" GYP BD @

LABS, ONE (1) LAYER

@ ALL OTHER AREAS

FIRST FLOOR

0"

NOTE: REFER TO

A4/A-501 FOR TYPICAL

FOUNDATION NOTES AND

DIMENSIONS

7" 4 5/8"1"

1"

LAB (TOP SEC)

PEMB EXTERIOR WALL SYSTEM,

REFER TO A4/A-501

2 1/2" MTL STUDS @ 12" OC, TYP

TWO (2) LAYERS 5/8" TYPE "X"

GYP BD @ LABS, ONE (1) LAYER

@ ALL OTHER AREAS RIGID GRID ACCESS

FLOORING (@ LABS ONLY)

/4

EXTERIOR FACE OF GIRT AND

FOUNDATION

EXTERIOR FACE OF STEEL

COLUMNS

SATISFACTORY TO

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

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

C O

M M

A N

D

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

W

A S

H

IN

G T

O N

P W

D P

A T

U X

E N

T R

IV

E

R P

A T

U X

E N

T R

IV

E

R

M D

AS NOTED

2850 EISENHOWER AVENUE

SUITE 200

ALEXANDRIA, VA 22314

S T

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C

LA

S S

IF

IE

D

DRAWFORM REVISION: 12 APRIL 2018

GMP

CHIEF ENG/ARCH

IPT TECH. BRANCH HEAD

PROJECT MANAGER

A/E INFO

APPROVED

1610271

ARC101482

L I C E N S E

D

EM

I L

Y

L . FREELAND

A RC H I T ECT

D

IS

TR

ICT OF COLUMBIA

09/21/2020

/2

/2

:4

:3

P

M C

U se rs

\e fr e e la n d \D o cu m e n ts \A rc h

P a x

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L e fr e e la n d .r vt

A-501

D E

TA

IL

S -T

YP

IC

A L

P E

M B

TAHELF CPW

13128732

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

C4

SECTION DTL @ TYP EAVE

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

A4

SECTION DTL @ TYP WALL BASE

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

C2

SECTION DTL @ TYP RIDGE

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

C1

SECTION DTL @ TYP RAKE

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

A1

PLAN DTL @ TYP CORNER

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

A2

SECTION DTL @ TYP END WALL BASE

18"1'6"0'

18"1'6"0'

18"1'6"0'

18"1'6"0'

18"1'6"0'

18"1'6"0'

S Y

M D

E S

C R

IP

TI

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P O

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F A

C

IL

IT

Y

.1

.2

GMP

CHIEF ENG/ARCH

DESIGN TEAM LEAD

PROJECT MANAGER

ELF

FPE

Ehan Weech Craig Guth

A

4" 4 1/2"

NOTE: REFER TO

A4/A-501 FOR TYPICAL

FOUNDATION NOTES AND

DIMENSIONS

8 1/2"

PEMB RIGID FRAME

COLUMN

METAL FLASHING WITH

DRIP EDGE

STOREFRONT MULLION

WITH HIGH PERFORMANCE

SILL FLASHING

STOOL TRIM

INSULATING LAMINATED

GLAZING

FLOOR FINISH, REFER

TO INTERIOR DWGS 2"

EXTERIOR FACE OF

COLUMN

ALUMINUM FRAMED

STOREFRONT

8"

A

PEMB RIGID

FRAME COLUMN

EXTERIOR FACE OF

COLUMN

INSULATING LAMINATED

GLAZING

ALUMINUM FRAMED

STOREFRONT

R E

F E

R T

O B

L D

G E

L E

V

TOP OF ROUGH

OPENING

+10'-0"

4"

4 1/2"

8"4"

/2

M

IN6

PEMB EXTERIOR WALL

SYSTEM,

REFER TO A4/A-501

PULL CHAIN

FABRIC

FASCIA

WOOD BLOCKING

HEMBAR

ATTACH TO

WOOD BLOCKING

STRUCTURAL FASTENER

PEMB HEAD TRIM

STRUCTURAL HEADER

SEALANT

ROLLER

SHADE

SHIM SPACE

SUSPENDED ACT

CEILING, REFER TO

SHEET A-611

A

DOWNSPOUT

STRAP BRACKET

DOWNSPOUT

PEMB RIGID

FRAME COLUMN

STOOL TRIM

BELOW

ALUMINUM FRAMED

STOREFRONT

/2

/2

ENGINEERING

A

OFFICE

PROVIDE

EXPANDABLE METAL

PARTITION CLOSURE,

MATCH WINDOW

FRAME

DOWNSPOUT

STRAP BRACKET

DOWNSPOUT

PEMB RIGID

FRAME COLUMN

STOOL TRIM

BELOW

INSULATING

LAMINATED GLAZING

5/8" GYPSUM

WALL BD

2 1/2" MTL STUDS

@ 12" OC, TYP

SOUND

ATTENUATING

INSULATION

4 7/8" 4 7/8"

/2

ALUMINUM-FRAMED

STOREFRONT

9 3/4"

PAINT EXPOSED

PORTION OF

COLUMN

SEAL GWB TO

COLUMN

LINE OF

SHADE ABOVE

/2

3 5/8" MTL STUDS

@ 16" OC, TYP

A

OFFICE

CONFERENCE

PEMB RIGID

FRAME

STOOL TRIM

BELOW

INSULATING

LAMINATED GLAZING

5/8" GYPSUM

WALL BD

5/8" GYP BD ON 2 1/2" MTL STUDS

@ 12" OC, TYP

SOUND

ATTENUATING

INSULATION

ALUMINUM-FRAMED

STOREFRONT

LINE OF

SHADE ABOVE

PRESSURE TREATED

WOOD BLOCKING

METAL J-TRIM CAP

SEALANT, BOTH

SIDES OF FRAME

PEMB EXTERIOR

WALL SYSTEM,

REFER TO A4/A-501

STRUCTURAL FASTENER

PEMB JAMB TRIM

STRUCTURAL JAMB

/2

3-5/8" METAL

STUDS @ 1'-4" ON

CENTER

E

OFFICE

OFFICE

PEMB EXTERIOR

WALL SYSTEM,

REFER TO A4/A-501

PEMB RIGID

FRAME COLUMN

5/8" GYPSUM

WALL BD

2 1/2" MTL STUDS

@ 12" OC, TYP

4 7/8"4 7/8"

3 5/8" MTL STUDS

@ 16" OC, TYP

SATISFACTORY TO

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

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

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IT

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IN

E

E R

IN

G

C O

M M

A N

D

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

W

A S

H

IN

G T

O N

P W

D P

A T

U X

E N

T R

IV

E

R P

A T

U X

E N

T R

IV

E

R

M D

AS NOTED

2850 EISENHOWER AVENUE

SUITE 200

ALEXANDRIA, VA 22314

S T

IN

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O

E S

M

D W

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S T

E R

O U

T L Y

IN

G

F

IE

L D

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V D

A T

E

F

IL

E N

A M

E

U N

C

LA

S S

IF

IE

D

DRAWFORM REVISION: 12 APRIL 2018

GMP

CHIEF ENG/ARCH

IPT TECH. BRANCH HEAD

PROJECT MANAGER

A/E INFO

APPROVED

1610271

ARC101482

L I C E N S E

D

EM

I L

Y

L . FREELAND

A RC H I T ECT

D

IS

TR

ICT OF COLUMBIA

09/21/2020

/2

/2

:4

:4

P

M C

U se rs

\e fr e e la n d \D o cu m e n ts \A rc h

P a x

L R

P

ID

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C E

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R A

L e fr e e la n d .r vt

A-502

D E

TA

IL

S -S

TO

R

E

FR

O N

T

TAHELF MTG

13128733

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

A4

SECTION DTL @ STOREFRONT BASE

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

C4

SECTION DTL @ STOREFRONT HEAD

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

A1

PLAN DTL @ STOREFRONT

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

C1

PLAN DTL @ PRIVATE OFFICE COLUMN

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

A2

PLAN DTL @ COLUMN ENCLOSURE

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

C2

PLAN DTL @ SHARED OFFICE COLUMN

18"1'6"0' 18"1'6"0'

18"1'6"0' 18"1'6"0' 18"1'6"0'

18"1'6"0'

S Y

M D

E S

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ALEXANDRIA, VA 22314

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P O

R T

F A

C

IL

IT

Y

.1

.2

GMP

CHIEF ENG/ARCH

DESIGN TEAM LEAD

PROJECT MANAGER

ELF

FPE

Ehan Weech Craig Guth

NOTE: REFER TO A4/A-501

FOR TYPICAL FOUNDATION

NOTES AND DIMENSIONS

ALUMINUM-FRAMED ENTRANCE DOOR,

WITH BOTTOM DOOR SWEEP AND ADA/ABA

COMPLIANT BOTTOM RAIL

ALUMINUM THRESHOLD, INSTALLED TO MEET

ADA/ABA REQUIREMENTS OF 1/2" HEIGHT MAX.

1'-9 3/8"

CONCRETE WALKWAY, SLOPED

AWAY FROM THRESHOLD

WALL BEYOND

COMPRESSIBLE FILL

SILL PAN

TIE WATERPROOFING INTO

SILL PAN

WALK-OFF MAT,

REFER TO INTERIORS

ALUMINUM TRANSITION BETWEEN

THRESHOLD AND WALK-OFF MAT

/8

B U

IL

D

IN

G

G

IR

T S

O .C

M

A X

PEMB BUILDING

GIRT

(P E

R M

A N

U F

GUTTER ON ALL (4)

SIDES OF CANOPY

PEMB CANOPY PROJECTION

4'-0"

SUSPENDED GYPSUM

CEILING, REFER TO

SHEET A-611

MOUNTING CLIP,

TOP AND BOTTOM

NUT AND

WASHER

ROD END

TELESCOPING

CEE CHANNEL,

SECURE PER

MANUF REQ'S CANOPY BRACE

PVC SPACER

NUT AND

DECORATIVE PLATE

ADJUSTMENT

DOUBLE NUT

ROD END

NUT AND

WASHER

WATER FLOW DIRECTION

REAR SCUPPER DRAIN

NUT AND

WASHER

FLAT SOFFIT

CANOPY FRAME

8" 3"

1 1/2"

7" 1"

8"

11"

PEMB HEAD TRIM

WALL BEYOND

SEALANT AND BACKER ROD,

BOTH SIDES

ALUMINUM-FRAMED

ENTRANCE DOOR

M

IN6

PEMB EXTERIOR WALL SYSTEM,

REFER TO A4/A-501

FIRST FLOOR

0"

VEST

CORRIDOR

SUSPENDED GYPSUM

CEILING, REFER TO

SHEET A-611

SUSPENDED ACT

CEILING, REFER TO

SHEET A-611

EQ EQ

METAL STUD LINTEL

SYSTEM AS NEEDED

SHIM SPACE

ALUM STOREFRONT

DOOR HEAD

STOREFRONT DOOR

WITH TEMPERED

GLAZING

SEALANT, BOTH SIDES

OD DOOR FRAME

5/8" GYPSUM

WALL BD

3-5/8" METAL

STUDS @ 1'-4"

ON CENTER

ABA COMPLIANT

ALUMINUM THRESHOLD

CONCRETE SLAB, SEE

STRUCTURAL

DRAWINGS

ALUMINUM

STOREFRONT FRAME

FINISHED FLOOR , SEE

ROOM FINISH SCHEDULE

SATISFACTORY TO

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

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

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

W

A S

H

IN

G T

O N

P W

D P

A T

U X

E N

T R

IV

E

R P

A T

U X

E N

T R

IV

E

R

M D

AS NOTED

2850 EISENHOWER AVENUE

SUITE 200

ALEXANDRIA, VA 22314

S T

IN

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O

E S

M

D W

E B

S T

E R

O U

T L Y

IN

G

F

IE

L D

R E

V D

A T

E

F

IL

E N

A M

E

U N

C

LA

S S

IF

IE

D

DRAWFORM REVISION: 12 APRIL 2018

GMP

CHIEF ENG/ARCH

IPT TECH. BRANCH HEAD

PROJECT MANAGER

A/E INFO

APPROVED

1610271

ARC101482

L I C E N S E

D

EM

I L

Y

L . FREELAND

A RC H I T ECT

D

IS

TR

ICT OF COLUMBIA

09/21/2020

/2

/2

:4

:5

P

M C

U se rs

\e fr e e la n d \D o cu m e n ts \A rc h

P a x

L R

P

ID

S

R

C E

N T

R A

L e fr e e la n d .r vt

A-503

D E

TA

IL

S -M

A

IN

E N

TR

A

N C

E

TAHELF MTG

13128734

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

A4

SECTION DTL @ ENTRY BASE

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

B4

SECTION DTL @ ENTRANCE CANOPY

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

A2

SECTION DTL @ VESTIBULE

18"1'6"0'

18"1'6"0'

18"1'6"0'

S Y

M D

E S

C R

IP

TI

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SUITE 200

ALEXANDRIA, VA 22314

C I&

ID

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U P

P O

R T

F A

C

IL

IT

Y

.1

.2

GMP

CHIEF ENG/ARCH

DESIGN TEAM LEAD

PROJECT MANAGER

ELF

FPE

Ehan Weech Craig Guth

E

COMPRESSIBLE FILL

CONCRETE SLAB ON

GRADE, VAPOR BARRIER

AND STONE BASE, REFER

TO STRUCTURAL

WALL BEYOND

WEATHERSTRIPPING AT

BOTTOM OF DOOR

OVERHEAD COILING DOOR

8"2'-11"

COILING DOOR TRACK BEYOND

PEMP COVER TRIM BEYOND

PEMP JAMB TRIM BEYOND

CONCRETE APRON,

REFER TO CIVIL DWGS

SLOPE CONCRETE

AWAY FROM DOOR SILL

NOTE: REFER TO A4/A-501

FOR TYPICAL FOUNDATION

NOTES AND DIMENSIONS

E

EXTERIOR

INTERIOR

2'-11" - COORDINATE WITH DOOR HOOD SIZE 8"

C

O O

R D

IN

A

T E

W

IT

H H

O O

D S

IZ

E

PEMB HEAD TRIM

STRUCTURAL HEADER

DOUBLE OVERHEAD

DOOR - PROVIDE SIDE

MOUNTED MOTOR

COORDINATE WITH

MANUFACTURER'S

STANDARD DETAILS

TWO (2) LAYERS 5/8"

TYPE "X" GYPSUM

BOARDON 3 5/8"

METAL STUDS W/

SOUND ATTENUATING

INSULATION

ACOUSTICAL SEALANT

DOUBLE 6" METAL

STUD HEADER

OVERHEAD DOOR

COILING HOOD

WEATHERSTRIPPING

OVERHEAD COILING

DOOR

PEMB COVER TRIM @

HEAD AND JAMB

WALL BEYOND

COILING DOOR TRACK

BEYOND

4 5/8"

PEMB EXTERIOR WALL

SYSTEM, REFER TO

A4/A-501

3 1/2"

ACOUSTICAL

INSULATION

PEMB GIRT

DOUBLE 6" METAL

STUD HEADER

1-1/2"x 1-1/2"x 1/8" PERIMETER

RETAINING ANGLE. SECURE

ANGLES @ 3" O.C. ANGLES

MUST LAP STRUCTURAL

OPENING 1" MINIMUM

1 /2"0 HARDENED STEEL BARS

AT 6" O.C. EACH WAY WELD AT

ALL INTERSECTIONS

BREAKAWAY SLIP JOINT (TYP)

10 GAUGE STEEL WALL SLEEVE

SIZE TO ACCOMMODATE FIRE

DAMPER HOUSING AS SHOWN

INTERIOREXTERIOR

HINGED ACCESS DOOR

WITH LOCK HASP

STC DRYWALL ENCASEMENT

SOUND ATTENUATOR

SECURE RETAINING ANGLE

TO WALL SLEEVE WITH 1/2"

LONG WELDS @ 8" O.C.

1" 7" 4 5/8"

PEMB EXTERIOR WALL SYSTEM,

REFER TO A4/A-501

E

PEMB EXTERIOR WALL

SYSTEM,

REFER TO A4/A-501

EXTERIOR

INTERIOR

(2) LAYERS 5/8" TYPE "X"

GYPSUM BOARD

2 1/2" METAL STUDS

ACOUSTICAL SEALANT

W8X24 STEEL COLUMN -

SEE STRUCT DWGS

(2) LAYERS 5/8" TYPE X

GYP BD ON 3 5/8"

METAL STUDS W/

SOUND ATTENUATING

INSULATION

OVERHEAD

COILING DOOR

PEMB COVER TRIM

STRUCTURAL JAMB

BOLLARD

PEMB JAMB TRIM

/8

/4

/4

ACOUSTICAL SEALANT

OVERHEAD COILING

DOOR

COILING DOOR TRACK.

COORD. MOUNTING DETAILS

WITH DOOR

MANUFACTURER PRIOR TO

INSTALLATION

5/8" TYPE X GYP BD

5/8"1'-0"

6" METAL STUDS

W6X15 STEEL COLUMN -

SEE STRUCT DWGS

NOTE: SEE A3/A-505

FOR DETAIL AT HOOD

A5 A-505

COILING DOOR

TRACK. COORD.

MOUNTING DETAILS

WITH DOOR

MANUFACTURER

PRIOR TO

INSTALLATION

BENT PLATE - SEE

STRUCT DWGS

LAB (SECRET)

LAB (TOP SEC)

EXTERIOR

SOUND

ATTENUATING

INSULATION

PEMB EXTERIOR

WALL SYSTEM,

REFER TO A4/A-501

(2) 5/8" GYPSUM WALL

BD STAGGERED SEAMS

WALL CONSTRUCTION

2 1/2" MTL STUDS

@ 12" OC, TYP

3-5/8" METAL

STUDS (16 GA) @

1'-4" ON CENTER

CONTINUOUS

ACOUSTIC SEALANT

A

LAB (TOP SEC)

/8

ENGINEERING

SOUND

ATTENUATING

INSULATION

PEMB EXTERIOR

WALL SYSTEM,

REFE…