Attachment 3-Appendix E Phase III DWGs-CUI-REDACTED-NEW.pdf

Naval Facilities Engineering Systems Command Mid-Atlantic Norfolk, Virginia

Basis of Design Report Phase III – Groundwater Treatment System

Appendix E Design Drawings

Site 00001 – Former Drum Marshalling Area, OU2 Groundwater

Naval Weapons Industrial Reserve Plant Bethpage, New York

Issued for Bid - February 2026

Distribution Statement A. Approved for public release: distribution is unlimited.

NOTIFICATION: THIS PAGE CONTAINS SENSITIVE BUT UNCLASSIFIED

INFORMATION WHICH IS PROTECTED BY THE FREEDOM OF INFORMATION ACT

EXEMPTION 3. (5 USC 552(b)(3))

Information exempted by other statutes

10 USC Section 130(e) Treatment of Certain Critical Infrastructure Security Information

Pages 5-9

TO REQUEST A COPY OF THE DOCUMENT

PLEASE CONTACT

Department of the Navy Freedom of Information Act Office http://www.secnav.navy.mil/foia/Pages/default.aspx

EXEMPTION 3. (5 USC 552(b)(3))

Information exempted by other statutes

10 USC Section 130(e) Treatment of Certain Critical Infrastructure Security Information

Pages 12-13

TO REQUEST A COPY OF THE DOCUMENT

PLEASE CONTACT

Department of the Navy

A --------------------

A LABEL A LABEL CLASS DOOR

A/C AIR CONDITIONING

UNIT

AB ANCHOR BOLT

ABDN ABANDON

ACC ACCESSIBLE

ACI AMERICAN CONCRETE

INSTITUTE

ACOUST ACOUSTIC(AL)

ACP ACOUSTICAL CEILING

PANEL

ACS AUTOMATIC CONTROL

SYSTEM

ACT ACOUSTICAL CEILING

TILE

ACU AIR CONDITIONING

UNIT

ADA AMERICANS WITH

DISABILITIES ACT

ADD ADDITIONAL

ADMIN ADMINISTRATION

AFF ABOVE FINISH FLOOR

AFG ABOVE FINISH GRADE

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION

BARRIER

AISC AMERICAN INSTITUTE

OF STEEL

CONSTRUCTION

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

APPROX APPROXIMATE(LY)

APVD APPROVED

AR AS REQUIRED

ARCH ARCHITECT(URAL)

ASC ABOVE SUSPENDED

CEILING

ASSY ASSEMBLY

ATFP ANTI-TERRORISM /

FORCE PROTECTION

AVG AVERAGE

AW ARCHITECTURAL

WOODWORK

AWT ACOUSTICAL WALL

TREATMENT

B --------------------

B LABEL B LABEL CLASS DOOR

BALC BALCONY

BB BASEBOARD

BD BOARD

BFF BELOW FINISH FLOOR

BHMA BUILDER'S HARDWARE

MANUFACTURER'S

ASSOCIATION

BL BASELINE

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BM BEAM

BN BULLNOSE

BOF BOTTOM OF FOOTING

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BUILDING PAPER

BRG BEARING

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT UP ROOF

C --------------------

C CENTER POINT

C CONC CAST CONCRETE

C LABLE C LABEL CLASS DOOR

C-C CENTER TO CENTER

CAB CABLE

CATW CATWALK

CAV CAVITY

CB CEMENTITIOUS

(BACKER) BOARD

CBB CEMENTITIOUS

BACKER BOARD

CD CONSTRUCTION

DOCUMENT(S)

CDW CHILLED DRINKING

WATER

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR

FURNISHED

CF/CI CONTRACTOR

FURNISHED/

CONTRACTOR

INSTALLED

CFE CONTRACTOR

FURNISHED

EQUIPMENT

CFLG COUNTER FLASHING

CFM CUBIC FEET PER

MINUTE

CFMF COLD FORM METAL

FRAMING

CFS CUBIC FEET PER

SECOND

CFT CERAMIC FLOOR TILE

ABBREVIATIONS GENERAL NOTES

1. THE DRAWINGS INDICATE THE GENERAL EXTENT OF WORK. THE DRAWINGS ARE

NOT INTENDED TO INDICATE OR DESCRIBE ALL WORK REQUIRED FOR THE FULL

PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT

DOCUMENTS. REPETITIVE FEATURES NOT NOTED ON THE DRAWINGS SHALL BE

COMPLETELY PROVIDED AS IF DRAWN IN FULL.

2. GRID LINES INDICATE THE CENTER LINE OF PRIMARY COLUMNS ONLY, SEE

STRUCTURAL PLANS FOR EXACT LOCATION AND SIZES OF INDIVIDUAL COLUMNS.

3. ROOM AND DOOR NUMBERS SHOWN ON DRAWINGS ARE FOR CONSTRUCTION

PURPOSES ONLY.

4. DIMENSIONS ON DRAWINGS ARE TAKEN FROM THE LOCATIONS LISTED BELOW:

FACE OF CMU WALLS

MASONRY OPENING OF DOORS

MASONRY OPENING OF WINDOWS

GRID LINES

MASONRY OPENINGS OF OTHER ELEMENTS

5. DIMENSIONS ON INTERIOR ELEVATIONS ARE TAKEN FROM THE LOCATIONS

LISTED BELOW:

FINISHED CMU

FACE OF PLASTIC LAMINATE

FACE OF CABINETRY

CENTERLINE OF FIXTURES

6. ALL WORK SHALL COMPLY WITH APPLICABLE BUILDING CODES, ORDINANCES AND

REGULATORY AGENCIES. SEE SHEET A-002 FOR CODE REVIEW AND SHEETS A-003

AND A-004 FOR ARCHITECTURAL LIFE SAFETY PLANS FOR ADDITIONAL

INFORMATION

7. NFPA 241, STANDARD FOR SAFEGUARDING CONSTRUCTION, AND ALTERATION

OPERATIONS SHALL BE APPLIED TO THIS PROJECT.

8. BUILDING HEIGHTS AND ELEVATIONS ARE BASED UPON PROJECT FINISH

ELEVATION OF 100'-0" AT THE FIRST FLOOR. REFERENCE CIVIL DRAWINGS FOR

FIRST FLOOR ELEVATIONS RELATIVE TO SEA LEVEL.

9. CONFIRM QUANTITY, TYPE AND PLACEMENT OF ALL FIRE EXTINGUISHERS WITH

THE FIRE MARSHAL OR AUTHORITY HAVING JURISDICTION. COORDINATE FINAL

LOCATIONS WITH THE CONTRACTING OFFICER PRIOR TO PLACEMENT.

10. MECHANICAL, ELECTRICAL, CIVIL, STRUCTURAL AND PROCESS INFORMATION ON

THE ARCHITECTURAL DRAWINGS IS PROVIDED FOR CLARITY AND / OR LOCATION

COORDINATION PURPOSES ONLY, SEE RELEVANT DISCIPLINE DRAWINGS FOR

SPECIFIC INFORMATION.

11. DO NOT BEGIN WORK THAT MAY REQUIRE COORDINATION, SUCH AS CEILING

INSTALLATION, PRIOR TO FINAL SUBMITTAL OF MECHANICAL AND ELECTRICAL

COORDINATION DRAWINGS TO CONTRACTING OFFICER NOR PRIOR TO

RESOLUTION AND APPROVAL OF COORDINATION ISSUES.

12. ROOF PITCHES INDICATED ARE NOMINAL. SEE STRUCTURAL DRAWINGS FOR

BEARING HEIGHTS.

13. WORK SHALL CONFORM TO APPLICABLE INDUSTRY AND MANUFACTURER'S

PUBLISHED STANDARDS FOR QUALITY OF MATERIALS AND WORKMANSHIP, AS

WELL AS REQUIREMENTS IN THESE DRAWINGS AND SPECIFICATIONS. ANY

CONFLICTING REQUIREMENTS OF THE SOURCES LISTED ABOVE SHALL BE

BROUGHT TO THE CONTRACTING OFFICER'S ATTENTION PRIOR TO PROCEEDING

WITH THE WORK.

14. PROTECT EXISTING, IN-PLACE AND NEW WORK.

15. THE CONTRACTOR SHALL VERIFY EXISTING DIMENSIONS AND CONDITIONS PRIOR

TO START OF THEIR WORK. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING

OFFICER, IN WRITING, OF ANY DISCREPANCIES, OMISSIONS, OR CONFLICTS

BEFORE COMMENCEMENT OF THEIR WORK IF THE WORK SHALL CONSTITUTE THE

CONTRACTOR'S ACCEPTANCE OF ALL NEW OR EXISTING CONDITIONS

16. PROVIDE UNDERSLAB TERMITE PROTECTION AS REQUIRED BY GOVERNING

BUILDING CODE REQUIREMENTS.

17. PIPE DUCTS AND BUSS DUCTS THAT PENETRATE FLOOR SLABS OR WALL

PARTITIONS SHALL BE INSTALLED IN A MANNER THAT WILL PRESERVE THE

MOISTURE RESISTANCE, FIRE RATING, AIR AND/OR VAPOR BARRIER, AND

STRUCTURAL INTEGRITY OF THE BUILDING.

18. ALL CONCEALED WOOD FRAMING, AND PLYWOOD SHALL BE FIRE RETARDANT

TREATED (FRT) EXCEPT THAT NON-FRT BLOCKING, NAILERS AND FURRING MAY

BE USED WHERE INSTALLED IN ACCORD WITH IBC 718 (INCLUDING DIMENSIONAL

WOOD BLOCKING, FIRE BLOCKING, REQUIREMENTS, ETC.). WOOD BLOCKING

INSTALLED IN ACCORD WITH IBC SECTION 603 FOR HANDRAILS, MILLWORK,

CABINETS, WINDOWS AND DOORS IS NOT REQUIRED TO BE FRT. AT COPINGS

AND ROOFING TERMINATIONS ALL BLOCKING SHALL BE PRESSURE TREATED (PT).

1 20

CG CORNER GUARD

CI CAST IRON

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG DIFF CEILING DIFFUSER

CLG HT CEILING HEIGHT

CLL COLUMN LINE

CLO CLOSET

CLR CLEAR

CLRM CLASSROOM

CMU CONCRETE MASONRY

UNIT

CNDS CONDENSATE

CO CLEANOUT

COL COLUMN

COMM COMMUNICATIONS

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONF CONFERENCE

CONST CONSTRUCTION

CONT CONTINUOUS

COORD COORDINATE

CORR CORRIDOR

CP CONCRETE PIPE

CPT CARPET

CR CONTROL ROOM

CS CAST STONE

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE - BASE

CTF CERAMIC TILE - FLOOR

CTR CENTER

CTW CERAMIC TILE - WALL

CU FT CUBIC FEET

CW CASEMENT WINDOW

CWT CERAMIC WALL TILE

D --------------------

D DEPTH

D LABEL D LABEL CLASS DOOR

DBL DOUBLE

DEMO DEMOLISH

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIST DISTANCE

DK DECK

DN DOWN

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

DWG(S) DRAWING(S)

E --------------------

E EAST

E LABEL E LABEL CLASS DOOR

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATION

AND FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATOR

ELEC ELECTRIC(AL)

ELEV ELEVATION

ENGR ENGINEER

ENTR ENTRY

EOG EDGE OF GUTTER

EP EXPLOSION PROOF

EPS EXPANDED

POLYSTYRENE BOARD

EQ EQUAL

EQUIP EQUIPMENT

EW EACH WAY

EWC ELECTRIC WATER

COOLER

EXIST EXISTING

EXP EXPOSED

EXP AB EXPANSION ANCHOR

BOLT

EXPN EXPANSION

EXPT EXTERIOR PAINT

EXT EXTERIOR

EXT GR EXTERIOR GRADE

F --------------------

FA FIRE ALARM

FAAP FIRE ALARM

ANNUNCIATOR PANEL

FAS BD FASCIA BOARD

FC BRK FACE BRICK

FCO FLOOR CLEAN OUT

FD FLOOR DRAIN

FDTN FOUNDATION

FEC FIRE EXTINGUISHER

CABINET

FED FEDERAL

FF FINISH FLOOR

FF INSUL FOIL FACED

INSULAITON

FFE FINISH FLOOR

ELEVATION

FG FINISH GRADE

FGL FIBERGLASS

FH FIRE HOSE

FIG FIGURE

FIN FINISH (ED)

FIXT FIXTURE

FL FLOOR

FLDG FOLDING

FLEX FLEXIBLE

FLMT FLUSH MOUNTED

FLR FLOOR

FLUOR FLUORESCENT

FM FACTORY MUTUAL

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FOS FACE OF STEEL

FR FIRE RESISTANT

FRG FIBER REINFORCED

GYPSUM

FRMG FRAMING

FRP FIBERGLASS

REINFORCED PLASTIC

FRT FIRE RETARDANT

TREATED

FT FOOT

FTG FOOTING

FUR FURRING

FWC FABRIC

WALLCOVERING

G --------------------

GA GAUGE

GAL GALLON

GALV GALVANIZED

GB GRAB BAR

GFCI GOVERNMENT

FURNISHED /

CONTRACTOR

INSTALLED

GFCMU GROUND FACE

CONCRETE MASONRY

UNIT

GL GRID LINE

GLZ GLAZING

GR FL GROUND FLOOR

GRTG GRATING

GS GRATING SUPPORT

GV GRAVEL

GWB GYPSUM WALL BOARD

GYP GYPSUM

H --------------------

H HORN

HB HOSE BIB

HC HOLLOW CORE

HDPE HIGH DENSITY

POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY

PARTICULATE AIR

FILTER

HGT HEIGHT

HK HOOK

HM HOLLOW METAL

HORIZ HORIZONTAL

HT HEIGHT

HVAC HEATING VENTILATION

AND AIR

CONDITIONING

HW,

HDWR

HARDWARE

HYD HYDRAULIC

I --------------------

IBC INTERNATIONAL

BUILDING CODE

ICF INSULATED CONCRETE

FORM

IF INSIDE FACE

IG INSULATING GLASS

IJ ISOLATION JOINT

ILO IN LIEU OF

IN INCH

INCAND INCANDESCENT

INSUL INSULATION

IRP INSULATED ROOF

PANEL

ITG INSULATED TEMPERED

GLASS

IWP INSULATED WALL

PANEL

J --------------------

J JUNCTION BOX

JAN JANITOR

JST JOIST

JT JOINT

K --------------------

KIT KITCHEN

KPD KEYPAD

KPL KICKPLATE

L --------------------

LAM LAMINATE

LAV LAVATORY

LBR LUMBER

LBS POUNDS

LDG LANDING

LF LINEAR FOOT (FEET)

LG LONG

LIB LIBRARY

LIN LINEAR

LKR LOCKER

LLH LONG LEG

HORIZONTAL

LLV LONG LEG VERTICAL

LNT LINTEL

LOC LOCATION

LP LIGHT POLE

LS LABORATORY SINK

LT LIGHT

LVDR LOUVER DOOR

LVR LOUVER

M --------------------

M METERS

MATL MATERIAL

MAX MAXIMUM

MB MOISTURE BARRIER

MC MOISTURE CONTENT

MD METAL DECK

MECH MECHANICAL (ROOM)

MEMB MEMBRANE

MF MILL FINISH

MFR MANUFACTURER

MID MIDDLE

MIN MINIMUM

MIRR MIRROR

MO MASONRY OPENING

MOD MODIFY

MRGWB MOISTURE RESISTANT

GYPSUM WALLBOARD

MTD MOUNTED

MTG MOUNTING

MTL METAL

MWP MEMBRANE

WATERPROOFING

N --------------------

N NORTH

NA NOT APPLICABLE

ND NAPKIN DISPOSAL

NDS NAPKIN DISPENSER

NE NORTH EAST

NFPA NATIONAL FIRE

PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NP NO PAINT

NRC NOISE REDUCTION

COEFFICIENT

NTS NOT TO SCALE

NW NORTHWEST

O --------------------

O TO O OUT TO OUT

OA OVERALL

OC ON CENTER

OCC OCCUPANCY/OCCUPAN

T(S)

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED

CONTRACTOR

INSTALLED

OFD OVERFLOW DRAIN

OFF OFFICE

OFOI OWNER FURNISHED

OWNER INSTALLED

OGL OBSCURE GLASS

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OPR OPERABLE

ORIG ORIGINAL

OSB ORIENTED STRAND

BOARD

OTS OPEN TO STRUCTURE

OWSJ OPEN WEB STEEL

JOINT

OZ OUNCE

P --------------------

PA PUBLIC ADDRESS

PAR PARAPET

PAT PATTERN

PB PULL BOX

PBD PARTICLE BOARD

PCC PRECAST CONCRETE

PCF POUND PER CUBIC

FOOT

PCT PERCENT

PEMB PRE-ENGINEERED

METAL BUILDING

PERF PERFORATED

PERM PERIMETER

PERP PERPENDICULAR

PH PHASE

PIL PILASTER

PL PROPERTY LINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTIC

PLBG PLUMBING

PLG PILING

PLYWD PLYWOOD

PNL PANEL

POC POINT OF CONTACT

POLY POLYSTYRENE

PP PL PUSH/PULL PLATE

PR PAIR

PRCST PRECAST

PREFAB PREFABRICATED

PRKG PARKING

PS CONC PRESTRESSED

CONCRETE

PSF POUNDS PER SQUARE

FOOT

PSI POUNDS PER SQUARE

INCH

PT PRESSURE TREATED

PTD PAPER TOWEL

DISPENSER

PTDR PAPER TOWEL

DISPENSER AND

RECEPTACLE

PTN PARTITION

PWR POWER

Q --------------------

QT QUARRY TILE

QTY QUANTITY

R --------------------

R RISER

RB RUBBER BASE

RCP REFLECTED CEILING

PLAN

RD ROOF DRAIN

REC RECESSED

REF REFERENCE

REFR REFRIGERATOR

REM REMOVABLE

REP REPAIR

REQ REQUIRE

REQ'D REQUIRED

RESIL RESILIENT

REV REVISION

RF RESILIENT FLOORING

RH RIGHT HAND

RHR RIGHT HAND REVERSE

RL ROOF LEADER

RLG RAILING

RM ROOM

RO ROUGH OPENING

RR RESTROOM

RSD ROLLING STEEL DOOR

RV ROOF VENT

RVL REVEAL

S --------------------

S SOUTH

S2S SURFACE TWO SIDES

S4S SURFACE FOUR SIDES

SAPC SUSPENDED

ACOUSTICAL PANEL

CEILING

SATC SUSPENDED

ACOUSTICAL TILE

CEILING

SB SPLASH BLOCK

SC SHOWER CURTAIN

SCHED SCHEDULE

SCR SHOWER CURTAIN

ROD

SCW SOLID CORE WOOD

SCWD SOLID CORE WOOD

DOOR

SD SMOKE DETECTOR

SE SOUTH EAST

SF SQUARE FOOT

SF SQUARE FEET

SFTWD SOFT WOOD

SGL SINGLE

SH SOAP HOLDER

SHR SHOWER

SHT MTL SHEET METAL

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SKLT SKYLIGHT

SLNT SEALANT

SLR SEALER

SM SQUARE METER

SMHD SHELF METAL HEAVY

DUTY

SMK SMOKE

SMLS SEAMLESS

SND SANITARY NAPKIN AND

TAMPON DISPENSER

SP EL SPOT ELEVATION

SPEC SPECIFICATIONS

SPF SPRAY APPLIED

POLYURETHANE FOAM

INSULATION

SQ SQUARE

SQ FT SQUARE FOOT (FEET)

SQ IN SQUARE INCH

SQ M SQUARE METER

SQ YD SQUARE YARD

SS STAINLESS STEEL

SSMR STANDING SEAM

METAL ROOF

ST STAIRS

STC SOUND TRANSMISSION

CLASS

STD STANDARD

STL STEEL

STL JST STEEL JOIST

STL RF DK STEEL ROOF DECK

STOR STORAGE

STR STRINGER

STRB/HRN STROBE / HORN

STRUCT STRUCTURE(AL)

SUB FL SUB FLOOR

SUSP SUSPENDED

SV SHEET VINYL

SW SOUTHWEST

SYM SYMMETRICAL

T --------------------

T TREAD

T&G TONGUE AND GROOVE

T/S TUB / SHOWER

TB TOWEL BAR

TC TERRA COTTA

TD TRAVEL DISTANCE

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TFF TOP OF FINISH FLOOR

THK THCKNESS

TK BD TACK BOARD

TLT TOILET

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TRANS TRANSLUCENT

TRTD TREATED

TS TUBE STEEL

TV TELEVISION

TYP TYPICAL

U --------------------

UNF UNFINISHED

UNO UNLESS NOTED

OTHERWISE

UR URINAL

V --------------------

VB VAPOR BARRIER

VCT VINYL COMPOSITION

TILE

VERT VERTICAL

VR VAPOR RETARDER

VTC VIDEO

TELECONFERENCE

VTR VENT THROUGH ROOF

W --------------------

W WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WG WIRE GLASS

WOM WALK OFF MAT

WR WASTE RECEPTACLE

WRB WEATHER RESISTANT

BARRIER

WRGWB WATER RESISTANT

GYPSUM WALLBOARD

WS WATER STOP

WTP WATER TREATMENT

PLANT

WWTP WASTE WATER

TREATMENT PLANT

19. AT EXTERIOR MASONRY WALLS, CMU SHALL BE EXTENDED TIGHT TO FLOOR AND /

OR ROOF DECKS, INCLUDING AROUND ALL PENETRATIONS SUCH AS BEAMS,

JOIST ENDS, AND ETC. FILLING VOIDS IN EXT. CMU BACK-UP WITH INSULATION IN

LIEU OF A SOLID MASONRY ENCLOSURE SHALL NOT BE PERMITTED.

20. VERTICAL COURSING FOR NEW MASONRY WALL CONSTRUCTION SHALL EQUAL

EIGHT INCHES (8") FOR ONE CONCRETE MASONRY UNIT PLUS ONE MORTAR JOINT

AND THREE BRICK COURSES PLUS THREE MORTAR JOINTS, UNLESS NOTED

OTHERWISE.

21. PROVIDE CONTROL JOINTS (C.J.) IN MASONRY WALL CONSTRUCTION AS

INDICATED. WHERE NOT SHOWN, PROVIDE MAXIMUM SPACING BETWEEN JOINTS

OF 40'-0" AND MAXIMUM DISTANCE BETWEEN OUTSIDE CORNERS AND JOINTS OF

10'-0." PROVIDE JOINTS BETWEEN INTERIOR LOAD BEARING AND NON-LOAD

BEARING PARTITIONS, AT ALL ABRUPT CHANGES IN WALL HEIGHT, AT CHANGES IN

PARTITION THICKNESS AND AT PILASTER LOCATIONS. VERIFY FINAL CONTROL

JOINT LOCATIONS WHETHER OR NOT INDICATED ON THE DRAWINGS WITH

CONTRACTING OFFICER PRIOR TO STARTING WORK.

22. INTERIOR PARTITION MOVEMENT CONTROL: (A). VERTICAL CONTROL JOINTS FOR

ANY WALL ARE TO OCCUR AT NOT MORE THAN 30'-0" O.C. IN THE HORIZONTAL

DIRECTION, UNO. (B). THE TYPICAL MOVEMENT OF THE STRUCTURE DUE TO

DEFLECTION AT THE HEAD OF THE WALL CONSTRUCTION RUNNING TO THE

UNDERSIDE OF THE STRUCTURE SHALL BE +/- 1/2".

23. PROVIDE FINISHED END PANELS, FILLERS, SUPPORTS, ETC. REQUIRED FOR A

COMPLETE CABINETRY INSTALLATION. PROVIDE CUTOUTS, ACCESS PANELS AND

REMOVABLE COMPONENTS AS REQUIRED BY NEW OR EXISTING CONDITIONS

SUCH AS ELECTRICAL OUTLETS, JUNCTION BOXES, CLEANOUTS, ETC.

24. PROVIDE SEALANT BETWEEN HOLLOW METAL FRAME PERIMETERS AND

SURROUNDING WALL CONSTRUCTION UNLESS OTHERWISE INDICATED.

25. PROVIDE SEALANT BETWEEN INTERIOR AND EXTERIOR WINDOW AND

STOREFRONT FRAME PERIMETERS AND SURROUNDING CONSTRUCTION UNLESS

OTHERWISE INDICATED. DO NOT BLOCK DRAINAGE CHANNELS OR WEEPS.

26. CHAMFER EXTERNAL CORNERS OF EXPOSED CONCRETE WALLS 1" TYPICAL.

UNLESS OTHERWISE NOTED. COORDINATE WITH STRUCTURAL.

27. FLASHING COLOR TO MATCH ADJACENT WALL COLOR UNLESS NOTED

OTHERWISE.

28. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE

TREATED WOOD.

29. PROVIDE EXPANSION AND CONTROL JOINTS IN ALL WORK AS PER PRODUCT

MANUFACTURER'S STANDARDS.

30. ALL DISSIMILAR MATERIALS SHALL BE ISOLATED FROM EACH OTHER TO AVOID

GALVANIC CORROSION.

31. PROVIDE ACCESS PANELS AS REQUIRED BY APPLICABLE CODES AND AS

REQUIRED FOR MECHANICAL EQUIPMENT AND PLUMBING WORK AND

MAINTENANCE. ALL ACCESS PANEL LOCATIONS SHALL BE REVIEWED WITH THE

CONTRACTING OFFICER/S REPRESENTATIVE PRIOR TO PROCEEDING.

32. "ALIGN" AS USED IN THESE DOCUMENTS SHALL MEAN TO ACCURATELY LOCATE

FINISHED FACES IN THE SAME PLAN AND/OR TO INSTALL NEW CONSTRUCTION

ADJACENT TO EXISTING CONSTRUCTION WITHOUT ANY VISIBLE JOINTS OR

SURFACE IRREGULARITIES.

33. "CLEAR" AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITION IS

NOT ADJUSTABLE WITHOUT APPROVAL OF THE CONTRACTING OFFICER. CLEAR

DIMENSIONS ARE TYPICAL.

34. "MAXIMUM" OR "MAX" AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE

CONDITION IS SLIGHTLY ADJUSTABLE BUT MAY NOT VARY TO A DIMENSION OR

QUANTITY GREATER THAN THAT SHOWN WITHOUT APPROVAL OF THE

ARCHITECT.

35. "MINIMUM" OR "MIN" AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE

CONDITION IS SLIGHTLY ADJUSTABLE BUT MAY NOT VARY TO A DIMENSION OR

QUANTITY LESS THAN THAT SHOWN WITHOUT APPROVAL OF THE CONTRACTING

OFFICER.

36. "TYPICAL" AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITION OR

DIMENSION IS THE SAME OR REPRESENTATIVE FOR SIMILAR CONDITIONS

THROUGHOUT.

37. "+/-" AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE DIMENSION OR

QUALITY IS SLIGHTLY ADJUSTABLE TO ACCOMMODATE ACTUAL CONDITIONS,

FIELD VERIFICATION AND COORDINATION WITH OTHER ELEMENTS AS MIGHT BE

NECESSARY.

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

EP

AR

TM

EN

T

O F

TH

E

N

AV

Y N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

R

IN

G C

O M

M

AN

D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

NA

VA

L

FA

CI

LI

TI

ES

E

NG

IN

EE

RI

NG

S

YS

TE

M

S

CO

M M

AN

D

M

ID

-A

TL

AN

TI

C

N

AV

AL

IN

D U

S

TR

IA

L

R E

SE

R

VE

O

R D

N

AN

C E

PL

AN

T

AS NOTED

THIS DRAWING PRODUCED ON REVIT

DO NOT REVISE MANUALLY

"THIS DOCUMENT IS THE PROPERTY OF NAVAL

FACILITIES ENGINEERING COMMAND, PREPARED BY

TETRA TECH ENGINEERING CORPORATION PC, AND

IS PROVIDED UPON THE CONDITION THAT IT WILL

NOT BE REPRODUCED, COPIED, OR ISSUED TO A

THIRD PARTY, AND WILL BE USED SOLELY FOR THE

ORIGINAL INTENDED PURPOSE AND SOLELY FOR

THE EXECUTION OR REVIEW OF THE ENGINEERING

CONSTRUCTION OF THE PROJECT".

IT IS A VIOLATION OF THE NEW YORK STATE

EDUCATION LAW, ARTICLE 145, FOR ANY PERSON,

UNLESS UNDER THE DIRECTION OF A NEW YORK

STATE LICENSED PROFESSIONAL ENGINEER, TO

ALTER AN ITEM ON THIS DOCUMENT IN ANY WAY.

www.tetratech.com

4433 CORPORATION LANE, SUITE 300

VIRGINIA BEACH, VA 23462

PHONE: (757) 461-3768 FAX: (757) 461-4148

N62472-99-D-0032

ISSUED FOR BID - FEBRUARY 2026

3/24/26

4/

/2

2:

:3

PM

Au to de sk

D oc s:

//1

G

5- W

E2

N av y- B et hp ag e

N Y-

Ph as e

III

/A -1

G

5_

PH

AS

EI

II_

G

W

TP

_v

.rv t

A-001

PH

AS

E

III

G

RO

UN

DW

AT

ER

T

RE

AT

M

EN

T

PL

AN

T

AR

CH

IT

EC

TU

RA

L

AB

BR

EV

IA

TI

O

NS

A

ND

G

EN

ER

AL

N O

TE

S

NSLD MA

BE

TH

PA

GE

, N

EW

Y

OR

K

NA

VA

L W

EA

PO

NS

IN

DU

ST

RI

AL

R

ES

ER

VE

P

LA

NT

A-

SY

M

D

ES

C R

IP

TI

O N

D

AT

E

AP

PR

3/24/26

As per document from Nicole Cowand, NAVFAC MIDLANT

PLL/EV3.

James E. Donahue, R.A.

EXEMPTION 3. (5 USC 552(b)(3))

Information exempted by other statutes

10 USC Section 130(e) Treatment of Certain Critical Infrastructure Security Information

Pages 16-24

TO REQUEST A COPY OF THE DOCUMENT

PLEASE CONTACT

Department of the Navy

FIRST FLOOR

100' - 0"

SEE STRUCT. DWG'S FOR

STRUCTURAL INFORMATION

A-503

A-503

A-503

FIRST FLOOR

100' - 0"

SEE STRUCT.

DWG'S FOR

STRUCTURAL

INFORMATION

A-502

A-502

A-503

A-503

FIRST FLOOR

100' - 0"

A-503

SEE STRUCT.

DWG'S FOR

STRUCTURAL

INFORMATION

A-501

A-501

SCALE: 1/2" = 1'-0"A-302

1 TYP. WALL SECTION

SCALE: 1/2" = 1'-0"A-302

2 TYP. WALL SECTION - THROUGH TRANS. PANEL

SCALE: 1/2" = 1'-0"A-302

3 TYP WALL SECTION - THROUGH DOOR

11 20

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

EP

AR

TM

EN

T

O F

TH

E

N

AV

Y N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

R

IN

G C

O M

M

AN

D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

NA

VA

L

FA

CI

LI

TI

ES

E

NG

IN

EE

RI

NG

S

YS

TE

M

S

CO

M M

AN

D

M

ID

-A

TL

AN

TI

C

N

AV

AL

IN

D U

S

TR

IA

L

R E

SE

R

VE

O

R D

N

AN

C E

PL

AN

T

AS NOTED

THIS DRAWING PRODUCED ON REVIT

DO NOT REVISE MANUALLY

"THIS DOCUMENT IS THE PROPERTY OF NAVAL

FACILITIES ENGINEERING COMMAND, PREPARED BY

TETRA TECH ENGINEERING CORPORATION PC, AND

IS PROVIDED UPON THE CONDITION THAT IT WILL

NOT BE REPRODUCED, COPIED, OR ISSUED TO A

THIRD PARTY, AND WILL BE USED SOLELY FOR THE

ORIGINAL INTENDED PURPOSE AND SOLELY FOR

THE EXECUTION OR REVIEW OF THE ENGINEERING

CONSTRUCTION OF THE PROJECT".

IT IS A VIOLATION OF THE NEW YORK STATE

EDUCATION LAW, ARTICLE 145, FOR ANY PERSON,

UNLESS UNDER THE DIRECTION OF A NEW YORK

STATE LICENSED PROFESSIONAL ENGINEER, TO

ALTER AN ITEM ON THIS DOCUMENT IN ANY WAY.

www.tetratech.com

4433 CORPORATION LANE, SUITE 300

VIRGINIA BEACH, VA 23462

PHONE: (757) 461-3768 FAX: (757) 461-4148

N62472-99-D-0032

ISSUED FOR BID - FEBRUARY 2026

3/24/26

4/

/2

2:

:1

PM

Au to de sk

D oc s:

//1

G

5- W

E2

N av y- B et hp ag e

N Y-

Ph as e

III

/A -1

G

5_

PH

AS

EI

II_

G

W

TP

_v

.rv t

A-302

PH

AS

E

III

G

RO

UN

DW

AT

ER

T

RE

AT

M

EN

T

PL

AN

T

AR

CH

IT

EC

TU

RA

L W

AL

L

SE

CT

IO

NS

NSLD MA

BE

TH

PA

GE

, N

EW

Y

OR

K

NA

VA

L W

EA

PO

NS

IN

DU

ST

RI

AL

R

ES

ER

VE

P

LA

NT

A-

0 1' 2' 4'

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

KEYNOTES

1 REINFORCED CONCRETE SLAB ON GRADE; SEE

STRUCTURAL DRAWINGS

9 STRUCTURAL STEEL COLUMN ON CONCRETE PIER -

SEE STRUCT. DWGS.

13 PRE-FINISHED ALUMINUM DOWNSPOUTS WITH CAST

IRON BOOT AT GRADE; DOWNSPOUTS TO LEAD TO

UNDERGROUND STORM WATER PIPING, SEE CIVIL

DRAWINGS FOR MORE DETAIL

17 PRE-FINISHED ALUMINUM SOFFIT ABOVE

18 SEE STRUCTURAL DRAWINGS FOR LOCATION AND

DETAILS OF COLD FORMED STEEL (CFS) ROOF

TRUSSES

19 ROOF SYSTEM 1 (RS-1); SEE ROOF PLAN LEGEND FOR

WATER TREATMENT PLAN ON SHEET A-104

20 PRE-CAST WATER TABLE

21 REINFORCED CONCRETE FOUNDATION; SEE

STRUCTURAL DRAWINGS

34 4" W. X 8" H. X 16" LONG (NOM.) SPLIT FACE CMU

VENEER BLOCK

35 4" W. X 2 1/4" H. X 8" LONG (NOM.) BRICK VENEER OVER

CMU EXTERIOR BLOCK WALL; BRICK VENEER TO

RECEIVE A WATER REPELLENT, INCLUDING EDGES AND

RETURNS ADJACENT TO WINDOW AND DOOR FRAMES

AS WELL AS ANY FREE STANDING WALLS

37 REINFORCED CONCRETE SLAB OVER METAL DECK

(SHOWN HATCHED, TYP.) - SEE STRUCTURAL

DRAWINGS

39 8" HIGH BRICK SOLDIER COURSE AT 18'-8" AFF

44 SNOW GUARD

47 HIGH PERFORMANCE TRANSLUSCENT PANEL

49 CONT. 2" RIGID INSULATION (MIN R-9.5)

50 HORIZ. MASONRY JOINT REINFORCING AND BRICK TIES

- SEE SPECS AND STRUCT. DWGS

51 THRU-WALL FLASHING - MIN. 12" HEIGHT

52 RIGID INSULATION 2'-0" MIN. HORIZ. AND 2'-0" MIN.

BELOW GRADE VERT. UNDER SLAB AT PERIMETER OF

BUILDING

SY

M

D

ES

C R

IP

TI

O N

D

AT

E

AP

PR

3/24/26

As per document from Nicole Cowand, NAVFAC MIDLANT

EXEMPTION 3. (5 USC 552(b)(3))

Information exempted by other statutes

10 USC Section 130(e) Treatment of Certain Critical Infrastructure Security Information

Pages 26-27

TO REQUEST A COPY OF THE DOCUMENT

PLEASE CONTACT

Department of the Navy

8" CMU WALL

PAINTED FRP

FRAME

(GROUT SOLID)

DOOR

PER SCHEDULE

2"

2"2"

SEE SCHEDULE

8" CMU LINTEL BLOCK

8" CMU

MASONRY ANCHOR

CAULK

PAINTED FRP FRAME

(GROUT SOLID)

2" 2"2"

SE

E

SC

H

ED

U

LE

4" BRICK VENEER.

REFER TO ELEVATIONS

FOR TYPE

CONT THRU-WALL

FLASHING &

WEEPS AT 32" OC

DOOR PER

SCHEDULE

2 " RIGID INSUL.

12" CMU BLOCK

STEEL LINTEL

(SEE STRUCT)

BACKER ROD

& SEALANT

AS REQ'D

MORTAR DEFLECTOR

3 1/2" 5 3/4"

VAPOR BARRIER

4" BRICK VENEER.

REFER TO ELEVATIONS

FOR TYPE

2 3/4" RIGID INSUL.

12" CMU BLOCK

BACKER ROD & SEALANT

AS REQ'D

2"

5/ 8"

SE

E

SC

H

ED

U

LE

1/

2"

THRESHOLD

FRP DOOR FRAME

FULL BED OF

MASTIC

DOOR SWEEP

12" CMU WALL

BEYOND

BRICK VENEER

BEYOND

3 1/2"

FRP FRAME

FRP DOOR

SEE SCHEDULE

CONC. METAL DECK -

SEE STRUCT. DWGS

REFER TO RCPS. FOR

CEILING INFORMATION

CMU BLOCK

TILE BONDED

TO CMU

KEY LEGEND

.4 = 4" CMU BLOCK

.8 = 8" CMU BLOCK

SCHEDULED BASE

BOTH SIDES

C

LR

1/

2"

DEFLECTION TRACK

(1) LAYER 5/8" GWB EACH

SIDE OF METAL STUDS

STEEL RUNNER TRACK

1/2" GAP, MAX.

REFER TO RCPS. FOR CEILING

INFORMATION

TOP DRYWALL SCREW

(2-1/2" DOWN)

BOTTOM OF

STRUCTURE

CONTINUOUS ACOUSTICAL

SEALANT, TYP. BOTH SIDES

BRACING 1 1/2" CONT.

CHANNEL & SPACING AS

REQ.'D BY MTL. STUD MANUF.

SOUND ATTENUATION BATTS,

SIZED TO FIT STUD CAVITY

CONT. ACOUSTICAL SEALANT,

TYP. BOTH SIDES

PROVIDE ACOUSTICAL

INSULATION @FLUTES

F.F.E.

1/ 2"3/

8"

KEY LEGEND (STC 46)

.2 = 2 1/2" METAL STUDS

.3 = 3 5/8" METAL STUDS

.6 = 6" METAL STUDS

METAL STUDS @ 16" O.C., TYP.

REFER TO RCPS. FOR

CEILING INFORMATION

CMU - REFER TO FINISH

PLANS FOR FINISH

STRUCTURE ABOVE

PROVIDE FIRE RESISTANT

COMPRESSIBLE FILLER @

FLUTES, TYP.

PROVIDE FIRE RESISTANT

COMPRESSIBLE FILLER

BETWEEN TOP OF WALL

AND STRUCTURE/DECK

TY

P.1"

CONT. FIRE RATED

SEALANT, TYP. BOTH SIDES

7/8" METAL STUD

FURRING @16" O.C.

(1) LAYER OF 5/8" GWB.

KEY LEGEND

.4 = 4" CMU BLOCK

.6 = 6" CMU BLOCK

.8 = 8" CMU BLOCK

.12 = 12" CMU BLOCK

S = SOLID MASONRY @

FIRE RATED PARTITION

REFER TO RCPS. FOR

CEILING INFORMATION

CMU - REFER TO FINISH

PLANS FOR FINISH

STRUCTURE ABOVE

PROVIDE FIRE RESISTANT

COMPRESSIBLE FILLER @

FLUTES, TYP.

PROVIDE FIRE RESISTANT

COMPRESSIBLE FILLER

BETWEEN TOP OF WALL

AND STRUCTURE/DECK

TY

P.1"

FFE

CONT. FIRE RATED

SEALANT, TYP. BOTH

SIDES

KEY LEGEND

.4 = 4" CMU BLOCK

.8 = 8" CMU BLOCK

.12 = 12" CMU BLOCK

(UL. DESIGN #U905 -

2HRS)

SCALE: 1 1/2" = 1'-0"A-501

8 TYP. INT. DOOR HEAD DETAIL

SCALE: 1 1/2" = 1'-0"A-501

9 TYP. INT. JAMB DETAIL

SCALE: 1 1/2" = 1'-0"A-501

5 TYP. EXT. DOOR HEAD DETAIL

SCALE: 1 1/2" = 1'-0"A-501

6 TYP. EXT. DOOR JAMB DETAIL

SCALE: 1 1/2" = 1'-0"A-501

7 TYP. EXT. DOOR SILL DETAIL

SCALE: 1 1/2" = 1'-0"A-501

10 TYP. INT. DOOR SILL DETAIL

SCALE: 3/4" = 1'-0"A-501

1 PARTITION TYPE P1

14 20

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

EP

AR

TM

EN

T

O F

TH

E

N

AV

Y N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

R

IN

G C

O M

M

AN

D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

NA

VA

L

FA

CI

LI

TI

ES

E

NG

IN

EE

RI

NG

S

YS

TE

M

S

CO

M M

AN

D

M

ID

-A

TL

AN

TI

C

N

AV

AL

IN

D U

S

TR

IA

L

R E

SE

R

VE

O

R D

N

AN

C E

PL

AN

T

AS NOTED

THIS DRAWING PRODUCED ON REVIT

DO NOT REVISE MANUALLY

"THIS DOCUMENT IS THE PROPERTY OF NAVAL

FACILITIES ENGINEERING COMMAND, PREPARED BY

TETRA TECH ENGINEERING CORPORATION PC, AND

IS PROVIDED UPON THE CONDITION THAT IT WILL

NOT BE REPRODUCED, COPIED, OR ISSUED TO A

THIRD PARTY, AND WILL BE USED SOLELY FOR THE

ORIGINAL INTENDED PURPOSE AND SOLELY FOR

THE EXECUTION OR REVIEW OF THE ENGINEERING

CONSTRUCTION OF THE PROJECT".

IT IS A VIOLATION OF THE NEW YORK STATE

EDUCATION LAW, ARTICLE 145, FOR ANY PERSON,

UNLESS UNDER THE DIRECTION OF A NEW YORK

STATE LICENSED PROFESSIONAL ENGINEER, TO

ALTER AN ITEM ON THIS DOCUMENT IN ANY WAY.

www.tetratech.com

4433 CORPORATION LANE, SUITE 300

VIRGINIA BEACH, VA 23462

PHONE: (757) 461-3768 FAX: (757) 461-4148

N62472-99-D-0032

ISSUED FOR BID - FEBRUARY 2026

3/24/26

4/

/2

2:

:2

PM

Au to de sk

D oc s:

//1

G

5- W

E2

N av y- B et hp ag e

N Y-

Ph as e

III

/A -1

G

5_

PH

AS

EI

II_

G

W

TP

_v

.rv t

A-501

PH

AS

E

III

G

RO

UN

DW

AT

ER

T

RE

AT

M

EN

T

PL

AN

T

AR

CH

IT

EC

TU

RA

L

PA

RT

IT

IO

N

TY

PE

S, A

ND

D

O O

R

DE

TA

IL

S

NSLD MA

BE

TH

PA

GE

, N

EW

Y

OR

K

NA

VA

L W

EA

PO

NS

IN

DU

ST

RI

AL

R

ES

ER

VE

P

LA

NT

A-

SCALE: 1 1/2" = 1'-0"A-501

2 PARTITION TYPE P2

SCALE: 3/4" = 1'-0"A-501

3 PARTITION TYPE P3

SCALE: 3/4" = 1'-0"A-501

4 PARTITION TYPE P4

SY

M

D

ES

C R

IP

TI

O N

D

AT

E

AP

PR

3/24/26

As per document from Nicole Cowand, NAVFAC MIDLANT

4" BRICK VENEER.

REFER TO ELEVATIONS

FOR TYPE

HIGH PERFORMANCE

TRANSLUSCENT

PANEL - SEE WINDOW

SCHEDULE

2 " RIGID INSUL.

12" CMU BLOCK

STEEL LINTEL (SEE STRUCT)

2" AIR SPACE

CONT. WEATHER-RESISTIVE

VAPOR BARRIER

WALL BEYONDBACKER ROD& SEALANT

AS REQ'D

THRU-WALL FLASHING

WITH END DAMS AND

DRIP EDGE

MORTAR

DEFLECTION DEVICE

WEEPS @ 32" OC

METAL HEAD WINDOW

FLASHING

6" 2 3/4"

BRICK SOLDIER COURSE

(CORBELLED OUT 3/4")

4" BRICK VENEER.

REFER TO ELEVATIONS

FOR TYPE

2" RIGID

INSULATION

2" AIR SPACE

12" CMU BLOCK

CONT. WEATHER-RESISTIVE

VAPOR BARRIER

HIGH PERFORMANCE

TRANSLUSCENT PANEL -

SEE WINDOW SCHEDULE

THERMAL BREAK

BACKER ROD & SEALANT,

EACH SIDE, TYP

PRE-CAST SILL

6"

3/ 4"

4" BRICK VENEER.

REFER TO ELEVATIONS

FOR TYPE

HIGH PERFORMANCE

TRANSLUSCENT

PANEL - SEE WINDOW

SCHEDULE

2 " RIGID INSUL. 12" CMU BLOCK

2" AIR SPACE

CONT. WEATHER-RESISTIVE

VAPOR BARRIER

WALL BEYOND

THRU-WALL FLASHING

INTEGRAL WINDOW SILL

PRE-CAST SILL

MASONRY WALL TIE

THERMAL BREAK

WEEPS @ 32" OC

6" 2 3/4"

4" BRICK VENEER -

REFER TO ELEVATIONS

FOR TYPE

2" RIGID INSUL.

LIGHT GAGE

CFS ANGLE

DELEGATED

DESIGN

LOUVER UNIT SUB-SILL

FLASHING; SET IN BED OF

SEALANT; EXTEND OVER SIDING

SYSTEM SILL FLASHING

SHEET METAL SILL FLASHING

SEALANT AND BACKER

ROD EACH SIDE, TYP

PERIMETER

SUPPORT BRACKET LOUVER UNIT SILL

PLASTIC LEVELING SHIM

12" CMU BLOCK

WALL BEYOND

WINDOW END DAM FLASHING BEYOND

MASONRY VENT

THRU WALL FLASHING

4" BRICK VENEER -

REFER TO ELEVATIONS

FOR TYPE

2" RIGID INSUL.

STEEL LINTEL -

(SEE STRUCT.)

SEALANT AND BACKER ROD,

EACH SIDE

SHEET METAL HEAD FLASHING

WITH DRIP

LOUVER UNIT HEAD -

(SEE MECH. DWGS)

PLASTIC SHIM

12" CMU

BOND BEAM,

SEE STRUCT

THRU-WALL FLASHING

WITH DRIP EDGE

MORTAR

DEFLECTION DEVICE

WEEPS @ 32" OC

PERIMETER SUPPORT

BRACKET BEYOND

CMU WALL

BEYOND

LOUVER UNIT JAMB

SHIM AS REQUIRED

SEALANT AND BACKER ROD,

EACH SIDE

INSECT SCREEN (TYP.)

PERIMETER SUPPORT BRACKET

12" CMU BLOCK

2" RIGID INSUL.

2" AIR SPACE

CONT.

WEATHER-RESISTIVE

VAPOR BARRIER

4" BRICK VENEER -

REFER TO ELEVATIONS

FOR TYPE

ALIGN

4" BRICK VENEER.

REFER TO ELEVATIONS

FOR TYPE

2 " RIGID INSUL.

12" CMU BLOCK

STEEL LINTEL (SEE STRUCT)

2" AIR SPACE

CONT. WEATHER-RESISTIVE

VAPOR BARRIER

THRU-WALL FLASHING

WITH END DAMS AND

DRIP EDGE

MORTAR

DEFLECTION DEVICE

WEEPS @ 32" OC OVERHEAD

COILING

DOOR UNIT

MOUNTED ABV

CEILING

BRICK SOLDIER COURSE

(CORBELLED OUT 3/4")

4" BRICK VENEER.

REFER TO ELEVATIONS

FOR TYPE

2" RIGID

INSULATION

2" AIR SPACE

12" CMU BLOCK

CONT. WEATHER-RESISTIVE

VAPOR BARRIER

THERMAL BREAK

BACKER ROD & SEALANT,

EACH SIDE, TYP

BOLT-ON STEEL ANGLE

DOOR GUIDE WITH

WEATHER SEAL; DOOR

PER SCHED/SPEC

COILING DOOR UNIT

INSULATED OVERHEAD DOOR

JAMB

INSULATED COILING DOOR

ASSEMBLY

DOOR BOTTOM RAIL / SEAL,

TYPICAL

SHT MTL CLOSURE TRIM WITH

HEMMED BOTTOM EDGE

FOUNDATION PERIMETER RIGID

INSUL / SHT METAL SKIRT

FLASHING

EXPOSED PERIMETER

CONCRETE EXTERIOR WALL

CURB

COILING DOOR FRAME

SLAB SLOPE TO EXTERIOR AT

DOOR LOCATION

SCALE: 1 1/2" = 1'-0"A-502

1 TYP. TRANS. PANEL HEAD DETAIL - CMU/BRICK WALL

SCALE: 1 1/2" = 1'-0"A-502

2 TYP. TRANS. PANEL JAMB DETAIL - CMU/BRICK WALL

SCALE: 1 1/2" = 1'-0"A-502

3 TYP. TRANS. PANEL SILL DETAIL - CMU/BRICK WALL

SCALE: 1 1/2" = 1'-0"A-502

6 LOUVER SILL DETAIL

SCALE: 1 1/2" = 1'-0"A-502

4 LOUVER HEAD DETAIL

SCALE: 1 1/2" = 1'-0"A-502

5 LOUVER JAMB DETAIL

15 20

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

EP

AR

TM

EN

T

O F

TH

E

N

AV

Y N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

R

IN

G C

O M

M

AN

D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

NA

VA

L

FA

CI

LI

TI

ES

E

NG

IN

EE

RI

NG

S

YS

TE

M

S

CO

M M

AN

D

M

ID

-A

TL

AN

TI

C

N

AV

AL

IN

D U

S

TR

IA

L

R E

SE

R

VE

O

R D

N

AN

C E

PL

AN

T

AS NOTED

THIS DRAWING PRODUCED ON REVIT

DO NOT REVISE MANUALLY

"THIS DOCUMENT IS THE PROPERTY OF NAVAL

FACILITIES ENGINEERING COMMAND, PREPARED BY

TETRA TECH ENGINEERING CORPORATION PC, AND

IS PROVIDED UPON THE CONDITION THAT IT WILL

NOT BE REPRODUCED, COPIED, OR ISSUED TO A

THIRD PARTY, AND WILL BE USED SOLELY FOR THE

ORIGINAL INTENDED PURPOSE AND SOLELY FOR

THE EXECUTION OR REVIEW OF THE ENGINEERING

CONSTRUCTION OF THE PROJECT".

IT IS A VIOLATION OF THE NEW YORK STATE

EDUCATION LAW, ARTICLE 145, FOR ANY PERSON,

UNLESS UNDER THE DIRECTION OF A NEW YORK

STATE LICENSED PROFESSIONAL ENGINEER, TO

ALTER AN ITEM ON THIS DOCUMENT IN ANY WAY.

www.tetratech.com

4433 CORPORATION LANE, SUITE 300

VIRGINIA BEACH, VA 23462

PHONE: (757) 461-3768 FAX: (757) 461-4148

N62472-99-D-0032

ISSUED FOR BID - FEBRUARY 2026

3/24/26

4/

/2

2:

:2

PM

Au to de sk

D oc s:

//1

G

5- W

E2

N av y- B et hp ag e

N Y-

Ph as e

III

/A -1

G

5_

PH

AS

EI

II_

G

W

TP

_v

.rv t

A-502

PH

AS

E

III

G

RO

UN

DW

AT

ER

T

RE

AT

M

EN

T

PL

AN

T

TR

AN

S.

P

AN

EL

A

ND

L O

UV

ER

D

ET

AI

LS

NSLD MA

BE

TH

PA

GE

, N

EW

Y

OR

K

NA

VA

L W

EA

PO

NS

IN

DU

ST

RI

AL

R

ES

ER

VE

P

LA

NT

A-

SCALE: 1 1/2" = 1'-0"A-502

7 TYP. OVERHEAD DOOR HEAD DETAIL

SCALE: 1 1/2" = 1'-0"A-502

8 COILING DOOR JAMB DETAIL

SCALE: 3" = 1'-0"A-502

9 COILING DOOR SILL DETAIL

SY

M

D

ES

C R

IP

TI

O N

D

AT

E

AP

PR

3/24/26

As per document from Nicole Cowand, NAVFAC MIDLANT

METAL DRIP EDGE

FLASHING TO MATCH

METAL PANEL

STAINLESS STEEL

STARTER STRIP

SET IN SEALANT

METAL SOFFIT PANEL -

SOLID

DRIP EDGE AND

CONT CLEAT

6" x 6" BEVELED

METAL GUTTER

PT FIRE RATED WOOD

BLOCKING AS REQ'D BY

ROOFING MANUF.

FASTENER, TYP

(2) LAYERS OF RIGID INSULATION

STANDING SEAM METAL ROOF

SYSTEM RS-1

UNDERLAYMENT

STEEL JOISTS TOP CHORD

EXTENSION - SEE STRUCT DWGS

METAL FASCIA

2 X 12 PT WOOD FASCIA

ATTACHED TO STEEL BENT

PLATE

METAL GUTTER STRAPS.

FASTEN TO WD

BLOCKING 24" OC MAX

BENT STEEL PLATE,

SEE STRUCT DWGS

CONCEALED PANEL CLIP, 18" O.C. MAX

ICE AND WATER SHIELD AT EAVES

(3'-0" MIN.)

CONT. HEM-ROOF

PANEL EDGE

5/8" GYPSUM

PROTECTION

BOARD

METAL ROOF DECK AND

STEEL STRUCTURE -

SEE STRUCT. DWGS.

(2) LAYERS OF RIGID

INSUALTION

STANDING SEAM

METAL ROOF

SYSTEM RS-1

UNDERLAYMENT

CONCEALED PANEL CLIP,

18" O.C. MAX

BEARING PLATE

METAL RIDGE CAP W/ Z-

CLOSURE

SEALANT

PT WOOD BLOCKING AS

REQUIRED BY ROOFING MANUF.

5/8" GYPSUM

PROTECTION

BOARD

ROOF AND WATER SHIELD

AT RIDGE (3'-0" MIN.)

CONT. 3" 16 GA. GALV. SHEET

METAL STRAP, CENTER ON

TERMINATION BAR, TYP.

CONT. JOINT SEALER, TYP.

CONT. WATER CUT-OFF

MASTIC, TYP.

CONT. SS. TERMINATION

BAR, TYP.

SS. FASTENERS @8" O.C., MIN.,

TYP.

WATER RESISTANT BARRIER

INSULATION

FLASHING, TRIM FLUSH WITH

TOP OF TERMINATION BAR,

TYP.

EXTERIOR GRADE

SHEATHING

METAL STUD FRAMING

(SEE STRUCT. DWGS.)

WATER RESISTANT BARRIER

METAL DRIP EDGE

FLASHING LAP

OVER FASCIA,

MATCH ROOF

PANEL COLOR

PT WOOD BLOCKING

AS REQ'D BY ROOFING

MANUF.

FASTENER, TYP

4X4 LG STEEL OUTRIGGER -

SEE STRUCTURAL DWGS

CONCEALED PANEL,

CLIP 18" O.C. MAX

RAKE BEAM,

SEE STRUCT DWGS

METAL SOFFIT

PANEL - SOLID

DRIP EDGE AND CONT

CLEAT

METAL FASCIA

2 X PT WOOD FASCIA

STEEL ANGLE

DECK CLOSURE,

SEE STRUCT DWGS

STANDING SEAM

MEAL ROOF

SYSTEM RS-1 -

SEE ROOF PLAN

ICE AND WATER SHIELD AT

RAKE EDGE (3'-0" MIN.)

SPRAY APPLIED FOAM

INSULATION

(TYP. AT PERIMETER STEEL

BEAMS)

STEEL BEARING PLATE

WITH ANCHOR, SEE

STRUCT DWGS

SPRAY APPLIED FOAM

INSULATION IN DECK

FLUTE

UNDERLAYMENT

2" CONT. RIGID INSULATION

(2) LAYERS OF

RIGID INSULATION

12" REINFORCED

CMU WALL, CUT CMU AS REQ'D

ON GABLE END WALLS -

SEE STRUCT. DWGS.

4" SPLIT FACE CMU VENEER

MASONRY WALL TIE -

SEE STRUCT. DWGS

12" REINFORCED

CMU WALL BOND BEAM

5/8" GYPSUM

PROTECTION BOARD

GROUT CAVITY SOLID

BELOW GRADE

THRU-WALL FLASHING

WEEPS @ 32" OC

FINISHED GRADE, VARIES

SLOPE AWAY FROM

BUILDING AT 1:6 SLOPE

MIN. - SEE CIVIC DWGS

8"

BRICK SHELF (TYP.)

- SEE STRUCT. DWGS

CONCRETE FOUNDATION

WALL AND FOOTING,

SEE STRUCT DWGS

CONC SLAB,

SEE STRUCT DWGS

VAPOR BARRIER OVER

STONE BASE

RIGID INSULATION 2'-0"

HORIZONTAL AND 2'-0" BELOW

GRADE VERTICAL (MINIMAL R - 10 )

AT PERIMETER OF THE BUILDING

MORTAR DEFLECTION DEVICE

4" SPLIT FACE CMU VENEER

MASONRY WALL TIE -

SEE STRUCT. DWGS

2" CONT. RIGID INSULATION

AIR BARRIER COATING

@ EXTERIOR FACE OF

CMU WALL

12" REINF. CMU BACK-UP WALL

CONT. SEALANT AND

BACKER ROD

8" HIGH ARCHITECTURAL

PRE-CAST BAND. TOP

FACE TO HAVE MIN. SLOPE

TO PROVIDE POSITIVE

DRAINAGE. BOTTOM FACE

PROVIDE DRIP.

SELF ADHERING

WALL FLASHING

CONT. STAINLESS STEEL

FLASHING WITH

INTEGRAL DRIP EDGE

12" REINF. CMU BACK-

UP WALL - SEE

STRUCT. DWGS

4" SPLIT FACE CMU

VENEER

1" 3 5/8" 2" 2" 11 5/8"

MASONRY TIE -

SEE STRUCT. DWGS

2" CONT. RIGID

INSULATION

PRECAST ANCHOR PER

MANUF.RECOMMENDATIONS

WEEPS @ 32" OC

THRU WALL FLASHING

WITH INTEGRAL DRIP

EDGE

CONT. SEALANT AND

BACKER ROD

AIR BARRIER COATING

@ EXTERIOR FACE OF

CMU WALL

WEEPS @ 32" OC

MORTAR DEFLECTION DEVICE

4" SPLIT FACE CMU VENEER

MASONRY WALL TIE -

SEE STRUCT. DWGS

SCALE: 3" = 1'-0"A-503

1 TYP. ROOF DETAIL AT GUTTER

SCALE: 3" = 1'-0"A-503

2 TYP. ROOF RIDGE DETAIL

SCALE: 12" = 1'-0"A-503

6 TERMINATION BAR

SCALE: 1 1/2" = 1'-0"A-503

3 TYP. ROOF RAKE DETAIL

SCALE: 1 1/2" = 1'-0"A-503

5 FOUNDATION DETAIL

17 20

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

EP

AR

TM

EN

T

O F

TH

E

N

AV

Y N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

R

IN

G C

O M

M

AN

D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

NA

VA

L

FA

CI

LI

TI

ES

E

NG

IN

EE

RI

NG

S

YS

TE

M

S

CO

M M

AN

D

M

ID

-A

TL

AN

TI

C

N

AV

AL

IN

D U

S

TR

IA

L

R E

SE

R

VE

O

R D

N

AN

C E

PL

AN

T

AS NOTED

THIS DRAWING PRODUCED ON REVIT

DO NOT REVISE MANUALLY

"THIS DOCUMENT IS THE PROPERTY OF NAVAL

FACILITIES ENGINEERING COMMAND, PREPARED BY

TETRA TECH ENGINEERING CORPORATION PC, AND

IS PROVIDED UPON THE CONDITION THAT IT WILL

NOT BE REPRODUCED, COPIED, OR ISSUED TO A

THIRD PARTY, AND WILL BE USED SOLELY FOR THE

ORIGINAL INTENDED PURPOSE AND SOLELY FOR

THE EXECUTION OR REVIEW OF THE ENGINEERING

CONSTRUCTION OF THE PROJECT".

IT IS A VIOLATION OF THE NEW YORK STATE

EDUCATION LAW, ARTICLE 145, FOR ANY PERSON,

UNLESS UNDER THE DIRECTION OF A NEW YORK

STATE LICENSED PROFESSIONAL ENGINEER, TO

ALTER AN ITEM ON THIS DOCUMENT IN ANY WAY.

www.tetratech.com

4433 CORPORATION LANE, SUITE 300

VIRGINIA BEACH, VA 23462

PHONE: (757) 461-3768 FAX: (757) 461-4148

N62472-99-D-0032

ISSUED FOR BID - FEBRUARY 2026

3/24/26

4/

/2

2:

:3

PM

Au to de sk

D oc s:

//1

G

5- W

E2

N av y- B et hp ag e

N Y-

Ph as e

III

/A -1

G

5_

PH

AS

EI

II_

G

W

TP

_v

.rv t

A-503

PH

AS

E

III

G

RO

UN

DW

AT

ER

T

RE

AT

M

EN

T

PL

AN

T

AR

CH

IT

EC

TU

RA

L

DE

TA

IL

S

NSLD MA

BE

TH

PA

GE

, N

EW

Y

OR

K

NA

VA

L W

EA

PO

NS

IN

DU

ST

RI

AL

R

ES

ER

VE

P

LA

NT

A-

SCALE: 3" = 1'-0"A-503

4 METAL PANEL TO MASONRY TRANSITION DETAIL

SY

M

D

ES

C R

IP

TI

O N

D

AT

E

AP

PR

3/24/26

As per document from Nicole Cowand, NAVFAC MIDLANT

DOOR AND WINDOW SCHEDULE ABBREVIATIONS:

ALUM ALUMINUM

ANOD ANODIZED

EF EXISTING FRAME

FRP INSULATED

FIBERGLASS/FRP

FF FACTORY FINISH

FGL FIRE RESISTANT

GLAZING

GLD GLASS DOOR

GLS GLASS BUTT-

GLAZED SYSTEM

HM HOLLOW METAL

IGL IMPACT RESISTANT

GLAZING

IN INSULATED

LAM LAMINATED

MTL METAL

PTD PAINT(ED)

TEMP TEMPERED

SS STAINLESS

STEEL

STN STAIN(ED)

STL STEEL

WD WOOD

TP TRANSLUSCENT

PANEL

1. HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON ACCESSIBLE

DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES

NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST TO

OPERATE. (ANSI A117.1-2009 SECTION 404.2.6)

2. DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90

DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO AN OPEN POSITION OF 12

DEGREES SHALL BE 5 SECONDS MINIMUM. (ANSI A117.1-2009 SECTION 404.2.7.1)

3. ALL INTERIOR HINGED DOORS, OTHER THAN FIRE DOORS, SHALL HAVE 5.0 POUNDS

MAXIMUM FORCE FOR PUSHING OR PULLING OPEN. (ANSI A117.1-2009 SECTION

404.2.8)

4. IF DOOR THRESHOLDS ARE PROVIDED THEY SHALL BE 1/2" MAXIMUM HEIGHT.

RAISED THRESHOLDS AND CHANGES IN LEVELS AT DOORWAYS SHALL COMPLY WITH

ANSI A117.1-2009 SECTIONS 302 AND 303)

5. ALL WIRING CONDUIT IDENTIFIED ON THE DRAWINGS, OR REQUIRED FOR THE

INSTALLATION OF ELECTRONIC COMPONENTS, THAT IS WITHIN HOLLOW METAL

FRAMES SHALL BE PROVIDED AS PART OF THE HOLLOW METAL FRAME, WITH

TERMINATIONS APPROPRIATE FOR EXTENSION BY OTHER TRADES.

6. ALL GLASS IN DOORS, HOLLOW METAL FRAMES, AND STOREFRONT FRAMES WILL BE

TEMPERED GLASS UNLESS NOTED OTHERWISE IN SCHEDULES.

7. EXTERIOR COILING OVERHEAD DOOR, MOTOR OPERATED. PROVIDE

MANUFACTURER'S STD WEATHERSTRIPPING AT PERIMETER AND BOTTOM EDGE.

DOORS, FRAMES, AND HARDWARE NOTES

F OH

(COILING OVERHEAD DOOR)

G

SE

E

SC

H

ED

U

LE

SEE SCHEDULE

SEE SCHEDULE

6" VARIES 6"

2'

8"

SE

E

SC

H

ED

U

LE

6"

1/4" TEMPERED

CLEAR GLASS

F2

SE

E

SC

H

ED

U

LE

SEE SCHEDULE TYP

2"

F1

SEE SCHEDULE

SE

E

SC

H

ED

U

LE

TY

P.4"

FIXED WINDOW

3'

4"

4'

0"

2' - 8"

SE

E

EL

EV

AT

IO

N 5'

-4 " T

YP

TRANSLUCENT PANEL

SYSTEM

2" 2"

1/4" TEMPERED

GLASS

PNT FRP FRAME

2" 2"

W4

INTERIOR

EL

EV

SE

E

4'

0"

6' - 0"

1/4" TEMPERED

GLASS

PNT FRP FRAME

2" 2"

FIXED WINDOW

INTERIOR

W3

FIXED WINDOW

W1

10'-0" TYP

TRANSLUSCENT

SEALANT AND

BACKER ROD

EACH SIDE. TYP.

FRP FRAME &

DOOR. - SHIM AS

REQ'D

BOND BEAM LINTEL -

SEE STRUCTURAL

DRAWINGS

8" CMU

5/ 8"

5/

8"

GLASS STOP W/

TAMPER

RESISTANT

FASTNERS (TYP)

GLAZING TYP GL-1

5 3/4"

BULLNOSE 8" CMU

BACKER ROD

& SEALANT

FRP FRAME & DOOR. -

SHIM AS REQ'D. FILL

SOLID W/ GROUT

MASONRY

ANCHORS @

16" O.C. VERT.

2" 5/8"

3/

4"

GLASS STOP W/ TAMPER

RESISTANT FASTNERS (TYP)

GLAZING TYP GL-1

SEALANT AND

BACKER ROD

EACH SIDE. TYP.

FRP FRAME & DOOR. -

SHIM AS REQ'D

8" CMU SOLID

GLASS STOP W/

TAMPER

RESISTANT

FASTNERS (TYP)

GLAZING TYP GL-1

5 3/4"

DOOR SCHEDULE - 1 FIRST FLOOR

NUMBER TYPE

DOOR FRAME DETAILS HARDWARE

SET COMMENTSWIDTH HEIGHT THK MAT FIN TYPE MAT. FIN. HEAD JAMB SILL

100A F2 3' - 0" 7' - 0" 1 3/4" FRP PNT F1 FRP PNT 5/A-501 6/A-501 7/A-501 LOCKSET NO. 3 100B F 3' - 0" 7' - 0" 1 3/4" FRP PNT F1 FRP PNT 5/A-501 6/A-501 7/A-501 LOCKSET NO. 3 100C OH 14' - 0" 14' - 0" 2" STEEL PREFIN - STEEL PREFIN 7/A-502 8/A-502 9/A-502 NOTE #7 100D F 3' - 0" 7' - 0" 1 3/4" FRP PNT F1 FRP PNT 5/A-501 6/A-501 7/A-501 LOCKSET NO. 3 100E F 3' - 0" 7' - 0" 1 3/4" FRP PNT F1 FRP PNT 5/A-501 6/A-501 7/A-501 LOCKSET NO. 3 101 F 3' - 0" 7' - 0" 1 3/4" FRP PNT F1 FRP PNT 8/A-501 9/A-501 10/A-501 LOCKSET NO. 6 FIRE RATED - 45 MIN.

103 F 3' - 0" 7' - 0" 1 3/4" FRP PNT F1 FRP PNT 8/A-501 9/A-501 10/A-501 LOCKSET NO. 7 104 F 3' - 0" 7' - 0" 1 3/4" FRP PNT F1 FRP PNT 8/A-501 9/A-501 10/A-501 LOCKSET NO. 7 105 F 3' - 0" 7' - 0" 1 3/4" FRP PNT F1 FRP PNT 8/A-501 9/A-501 10/A-501 LOCKSET NO. 5

106A F2 2' - 10" 7' - 0" 1 3/4" FRP PNT F1 FRP PNT 8/A-501 9/A-501 10/A-501 LOCKSET NO. 4 FIRE RATED - 45 MIN.

106B F 3' - 0" 7' - 0" 1 3/4" FRP PNT F1 FRP PNT 6/A-501 7/A-501 8/A-501 LOCKSET NO. 6 106C F2 5' - 8" 7' - 0" 1 3/4" FRP PNT F1 FRP PNT 5/A-501 6/A-501 7/A-501 LOCKSET NO. 2 107A F 3' - 0" 7' - 0" 1 3/4" FRP PNT F1 FRP PNT 8/A-501 9/A-501 10/A-501 LOCKSET NO. 6 FIRE RATED - 45 MIN.

107B F 3' - 0" 7' - 0" 1 3/4" FRP PNT F1 FRP PNT 5/A-501 6/A-501 7/A-501 LOCKSET NO. 3 108A F2 2' - 10" 7' - 0" 1 3/4" FRP PNT F1 FRP PNT 8/A-501 9/A-501 10/A-501 LOCKSET NO. 4 FIRE RATED - 90 MIN.

108B F2 5' - 8" 7' - 0" 1 3/4" FRP PNT F1 FRP PNT 5/A-501 6/A-501 7/A-501 LOCKSET NO. 2 109A F2 2' - 10" 7' - 0" 1 3/4" FRP PNT F1 FRP PNT 8/A-501 9/A-501 10/A-501 LOCKSET NO. 4 109B F 3' - 0" 7' - 0" 1 3/4" FRP PNT F1 FRP PNT 5/A-501 6/A-501 7/A-501 LOCKSET NO. 3 109C OH 12' - 0" 8' - 0" 2" STEEL PREFIN - STEEL PREFIN 7/A-502 8/A-502 9/A-502 NOTE #7 109D OH 12' - 0" 8' - 0" 2" STEEL PREFIN - STEEL PREFIN 7/A-502 8/A-502 9/A-502 NOTE #7 110A F 3' - 0" 7' - 0" 1 3/4" FRP PNT F1 FRP PNT 8/A-501 9/A-501 10/A-501 LOCKSET NO. 5 FIRE RATED - 90 MIN.

110B F 3' - 0" 7' - 0" 1 3/4" FRP PNT F1 FRP PNT 5/A-501 6/A-501 7/A-501 LOCKSET NO. 3 111A F 3' - 0" 7' - 0" 1 3/4" FRP PNT F1 FRP PNT 8/A-501 9/A-501 10/A-501 LOCKSET NO. 5 FIRE RATED - 90 MIN.

111B F2 5' - 8" 7' - 0" 1 3/4" FRP PNT F1 FRP PNT 5/A-501 6/A-501 7/A-501 LOCKSET NO. 2 112 F2 5' - 8" 7' - 0" 1 3/4" FRP PNT F1 FRP PNT 5/A-501 6/A-501 7/A-501 LOCKSET NO. 2 113 F2 5' - 8" 7' - 0" 1 3/4" FRP PNT F1 FRP PNT 5/A-501 6/A-501 7/A-501 LOCKSET NO. 2 114 F2 5' - 8" 7' - 0" 1 3/4" FRP PNT F1 FRP PNT 5/A-501 6/A-501 7/A-501 LOCKSET NO. 2

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

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

FRAME TYPES

WINDOW & LOUVER SCHEDULE

MARK

R.O. FRAME GLAZING DETAILS

COMMENTSWIDTH HEIGHT FINISH MATERIAL TYPE THICKNESS HEAD JAMB SILL

L1 1' - 1" 1' - 1" PNT STL - - 4/A-502 5/A-502 6/A-502 COORDINATE WITH

MECHANICAL EQUIPMENT

L2 2' - 6" 2' - 0" PNT STL - - 4/A-502 5/A-502 6/A-502 COORDINATE WITH

MECHANICAL EQUIPMENT

L3 1' - 8" 1' - 8" PNT STL - - 4/A-502 5/A-502 6/A-502 COORDINATE WITH

MECHANICAL EQUIPMENT

L4 1' - 6" 1' - 0" PNT STL - - 4/A-502 5/A-502 6/A-502 COORDINATE WITH

MECHANICAL EQUIPMENT

L5 1' - 3" 1' - 3" PNT STL - - 4/A-502 5/A-502 6/A-502 COORDINATE WITH

MECHANICAL EQUIPMENT

L6 2' - 0" 1' - 6" PNT STL - - 4/A-502 5/A-502 6/A-502 COORDINATE WITH

MECHANICAL EQUIPMENT

W1 10' - 0" 5' - 4" PREFINISHED FRP GL-1 1/4" 1/A-502 2/A-502 3/A-502

W3 2' - 8" 4' - 0" PREFINISHED FRP GL-1 1/4" 1/A-601 2/A-601 3/A-601

W4 6' - 0" 4' - 0" PREFINISHED FRP GL-1 1/4" 1/A-601 2/A-601 3/A-601 1 HR. FIRE RATED

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

WINDOW ELEVATIONS

18 20

SCALE: 1" = 1'-0"A-601

1 WINDOW HEAD AT INT. CMU

SCALE: 1" = 1'-0"A-601

2 WINDOW JAMB AT INT. CMU

SCALE: 1" = 1'-0"A-601

3 WINDOW SILL AT INT. CMU

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

EP

AR

TM

EN

T

O F

TH

E

N

AV

Y N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

R

IN

G C

O M

M

AN

D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

NA

VA

L

FA

CI

LI

TI

ES

E

NG

IN

EE

RI

NG

S

YS

TE

M

S

CO

M M

AN

D

M

ID

-A

TL

AN

TI

C

N

AV

AL

IN

D U

S

TR

IA

L

R E

SE

R

VE

O

R D

N

AN

C E

PL

AN

T

AS NOTED

THIS DRAWING PRODUCED ON REVIT

DO NOT REVISE MANUALLY

"THIS DOCUMENT IS THE PROPERTY OF NAVAL

FACILITIES ENGINEERING COMMAND, PREPARED BY

TETRA TECH ENGINEERING CORPORATION PC, AND

IS PROVIDED UPON THE CONDITION THAT IT WILL

NOT BE REPRODUCED, COPIED, OR ISSUED TO A

THIRD PARTY, AND WILL BE USED SOLELY FOR THE

ORIGINAL INTENDED PURPOSE AND SOLELY FOR

THE EXECUTION OR REVIEW OF THE ENGINEERING

CONSTRUCTION OF THE PROJECT".

IT IS A VIOLATION OF THE NEW YORK STATE

EDUCATION LAW, ARTICLE 145, FOR ANY PERSON,

UNLESS UNDER THE DIRECTION OF A NEW YORK

STATE LICENSED PROFESSIONAL ENGINEER, TO

ALTER AN ITEM ON THIS DOCUMENT IN ANY WAY.

www.tetratech.com

4433 CORPORATION LANE, SUITE 300

VIRGINIA BEACH, VA 23462

PHONE: (757) 461-3768 FAX: (757) 461-4148

N62472-99-D-0032

ISSUED FOR BID - FEBRUARY 2026

3/24/26

4/

/2

2:

:3

PM

Au to de sk

D oc s:

//1

G

5- W

E2

N av y- B et hp ag e

N Y-

Ph as e

III

/A -1

G

5_

PH

AS

EI

II_

G

W

TP

_v

.rv t

A-601

PH

AS

E

III

G

RO

UN

DW

AT

ER

T

RE

AT

M

EN

T

PL

AN

T

DO

O

R

AN

D W

IN

DO

W S

CH

ED

UL

ES

W

IT

H

FR

AM

E

TY

PE

S

AN

D

EL

EV

AT

IO

NS

NSLD MA

BE

TH

PA

GE

, N

EW

Y

OR

K

NA

VA

L W

EA

PO

NS

IN

DU

ST

RI

AL

R

ES

ER

VE

P

LA

NT

A-

SY

M

D

ES

C R

IP

TI

O N

D

AT

E

AP

PR

3/24/26

As per document from Nicole Cowand, NAVFAC MIDLANT

EXEMPTION 3. (5 USC 552(b)(3))

Information exempted by other statutes

10 USC Section 130(e) Treatment of Certain Critical Infrastructure Security Information

Pages 32-37

TO REQUEST A COPY OF THE DOCUMENT

PLEASE CONTACT

Department of the Navy

FIRST FLOOR

100'-0"

2'-6" 2'-6"

2'-

1'-

8" 2'-

6"W4 W4

B3

2'-6" 2'-6"

2'- 6"

B2

A-510

________ 2 A-510

9'- 0"

3'-0"

FIRST FLOOR

100'-0"

2'-0 3/4"2'-0"2'-0"

2'- 6"

1'- 8"

2'-

W1 W1

B1B1

9'- 0"

A-510

FIRST FLOOR

100'-0"

1'-6 1/2" 4'-7" 1'-6"

2'- 8" 3'-

0"

MG-1

SD-1

PS-1

GB-1

SN-1

TD-1

9'- 0"

GB-1

FIRST FLOOR

100'-0"

EAVE

112'-2"

W4 W4

B4B4

2'-6"2'-6"

2'-

1'-

8" 2'-

6"

25107a

A-510

FIRST FLOOR

100'-0"

4'-3" 3'-6" 4'-6 3/4"

2'-

B5

9'- 0" 2

A-510

FIRST FLOOR

100'-0"

P3.3

4'- 0"

9'- 0"

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

EP

AR

TM

EN

T

O F

TH

E

N

AV

Y N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

R

IN

G C

O M

M

AN

D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

NA

VA

L

FA

CI

LI

TI

ES

E

NG

IN

EE

RI

NG

S

YS

TE

M

S

CO

M M

AN

D

M

ID

-A

TL

AN

TI

C

N

AV

AL

IN

D U

S

TR

IA

L

R E

SE

R

VE

O

R D

N

AN

C E

PL

AN

T

AS NOTED

THIS DRAWING PRODUCED ON REVIT

DO NOT REVISE MANUALLY

"THIS DOCUMENT IS THE PROPERTY OF NAVAL

FACILITIES ENGINEERING COMMAND, PREPARED BY

TETRA TECH ENGINEERING CORPORATION PC, AND

IS PROVIDED UPON THE CONDITION THAT IT WILL

NOT BE REPRODUCED, COPIED, OR ISSUED TO A

THIRD PARTY, AND WILL BE USED SOLELY FOR THE

ORIGINAL INTENDED PURPOSE AND SOLELY FOR

THE EXECUTION OR REVIEW OF THE ENGINEERING

CONSTRUCTION OF THE PROJECT".

IT IS A VIOLATION OF THE NEW YORK STATE

EDUCATION LAW, ARTICLE 145, FOR ANY PERSON,

UNLESS UNDER THE DIRECTION OF A NEW YORK

STATE LICENSED PROFESSIONAL ENGINEER, TO

ALTER AN ITEM ON THIS DOCUMENT IN ANY WAY.

www.tetratech.com

4433 CORPORATION LANE, SUITE 300

VIRGINIA BEACH, VA 23462

PHONE: (757) 461-3768 FAX: (757) 461-4148

N62472-99-D-0032

ISSUED FOR BID - FEBRUARY 2026

4/

/2

2:

:4

PM

Au to de sk

D oc s:

//1

G

5- W

E2

N av y- B et hp ag e

N Y-

Ph as e

III

/1

G

5-

W E2

4_ Ph as eI

II_

O

FF

IC

E_ A_ v2

3.

rv t

A-411

PH

AS

E

III

G

RO

UN

DW

AT

ER

T

RE

AT

M

EN

T

PL

AN

T

IN

TE

RI

O

R

EL

EV

AT

IO

NS

NS

LD MA

3/24/26

O

FF

IC

E

BU

IL

DI

NG

BE

TH

PA

GE

, N

EW

Y

OR

K

NA

VA

L W

EA

PO

NS

IN

DU

ST

RI

AL

R

ES

ER

VE

P

LA

NT

G W

TP

P

H

AS

E

III

A-

SCALE: 1/2" = 1'-0"A-411

1 BREAK ELEVATION

SCALE: 1/2" = 1'-0"A-411

2 PRINTER STATION ELEVATION

SCALE: 1/2" = 1'-0"A-411

3 RESTROOM ELELVATION

SCALE: 1/2" = 1'-0"A-411

4 STORAGE ELEVATION

KEYNOTES

25 UTILITY SINK

57 INTERIOR 3-5/8" METAL STUD PARTITION WALL; 48" HEIGHT; FINISHED WITH 5/8" GYPSUM BOARD

ON ALL SIDES

58 WOOD CAP FOR TOP OF INTERIOR HALF HEIGHT WALL

0 1' 2' 4'

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

SCALE: 1/2" = 1'-0"A-411

5 CONFERENCE ELEVATION

CASEWORK SCHEDULE

TYPE QTY DESCRIPTION WIDTH HEIGHT DEPTH FINISH COMMENTS

4 COUNTERTOP 3'-0" 2'-1" LENGTH AND TYPE

VARIES

B1 2 BASE: DOUBLE DOOR 2'-0" 2'-8 1/2" 2'-0" PLAM

B3 1 BASE: DOUBLE DOOR SINK 2'-6" 2'-8 1/2" 2'-0" PLAM

B4 3 BASE: DOUBLE DOOR 2'-6" 2'-8 1/2" 2'-0" PLAM

B5 1 BASE: DOUBLE DOOR 3'-6" 2'-8 1/2" 2'-0" PLAM

W1 2 UPPER: DOUBLE DOOR 2'-0" 2'-6" 1'-0" PLAM

W4 4 UPPER: DOUBLE DOOR 2'-6" 2'-6" 1'-0" PLAM

SCALE: 1/4" = 1'-0"A-411

6 HALF HEIGHT WALL DETAIL

0 2' 4' 8'

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

SY

M

D

ES

C R

IP

TI

O N

D

AT

E

AP

PR

3/24/26

As per document from Nicole Cowand, NAVFAC MIDLANT

4"

1/ 2"

2'

5"

1/ 2"

2'

" M

AX

4"

1' - 8"

1"2' - 0"

2' - 1"

PLAM

DRAWER BY

MANUF.

ADJUSTABLE

SHELF

SOLID SURFACE

COUNTERTOPS AND

BACKSPLASH

DOOR

HARDWARE

DRAWER

HARDWARE

TOE KICK W/

BLOCKING AND

BASE FINISH

1' - 0"

ADJUSTABLE

SHELVES

METAL WALL

CABINET

METAL AT ALL

EXPOSED AND SEMI-

EXPOSED SURFACES

(U.N.O.)

SEE ELECTRICAL

FOR LIGHTING

(OPTIONAL)

2"

PE

R

C

AS

EW

O

R K

SC

H

ED

U

LE

2'

" M

AX

7'

0"

SOLID SURFACE COUNTERTOPS

AND BACKSPLASH

PLAM BASE CABINETS

BLOCKING, AS REQ'D

MELAMINE

INTERIOR

9"

6" MAX

2' -3

" M

IN LINE OF ADA CLEARANCE

SCHEDULED SINK AND FAUCET

REMOVABLE BACK PANEL

WRAP PIPES

LINE OF SCHEDULED PARTITION

BASE ASSEMBLY ATTACHED

TO DOOR SWING CLEAR OF

FLOORING W/ ACCESSIBLE

KNEE SPACE AT SINK

SCHEDULED FLOORING, EXTEND IN TO ALCOVE

HAFELE 124.02.921 PULL,

ANODIZED ALUM.

1/

2" 1/

4"

1"

4" 2'

-1 0"

SEE PLAN

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

EP

AR

TM

EN

T

O F

TH

E

N

AV

Y N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

R

IN

G C

O M

M

AN

D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

NA

VA

L

FA

CI

LI

TI

ES

E

NG

IN

EE

RI

NG

S

YS

TE

M

S

CO

M M

AN

D

M

ID

-A

TL

AN

TI

C

N

AV

AL

IN

D U

S

TR

IA

L

R E

SE

R

VE

O

R D

N

AN

C E

PL

AN

T

AS NOTED

THIS DRAWING PRODUCED ON REVIT

DO NOT REVISE MANUALLY

"THIS DOCUMENT IS THE PROPERTY OF NAVAL

FACILITIES ENGINEERING COMMAND, PREPARED BY

TETRA TECH ENGINEERING CORPORATION PC, AND

IS PROVIDED UPON THE CONDITION THAT IT WILL

NOT BE REPRODUCED, COPIED, OR ISSUED TO A

THIRD PARTY, AND WILL BE USED SOLELY FOR THE

ORIGINAL INTENDED PURPOSE AND SOLELY FOR

THE EXECUTION OR REVIEW OF THE ENGINEERING

CONSTRUCTION OF THE PROJECT".

IT IS A VIOLATION OF THE NEW YORK STATE

EDUCATION LAW, ARTICLE 145, FOR ANY PERSON,

UNLESS UNDER THE DIRECTION OF A NEW YORK

STATE LICENSED PROFESSIONAL ENGINEER, TO

ALTER AN ITEM ON THIS DOCUMENT IN ANY WAY.

www.tetratech.com

4433 CORPORATION LANE, SUITE 300

VIRGINIA BEACH, VA 23462

PHONE: (757) 461-3768 FAX: (757) 461-4148

N62472-99-D-0032

ISSUED FOR BID - FEBRUARY 2026

4/

/2

2:

:4

PM

Au to de sk

D oc s:

//1

G

5- W

E2

N av y- B et hp ag e

N Y-

Ph as e

III

/1

G

5-

W E2

4_ Ph as eI

II_

O

FF

IC

E_ A_ v2

3.

rv t

A-510

PH

AS

E

III

G

RO

UN

DW

AT

ER

T

RE

AT

M

EN

T

PL

AN

T

IN

TE

RI

O

R

DE

TA

IL

S

NS

LD MA

3/24/26

O

FF

IC

E

BU

IL

DI

NG

BE

TH

PA

GE

, N

EW

Y

OR

K

NA

VA

L W

EA

PO

NS

IN

DU

ST

RI

AL

R

ES

ER

VE

P

LA

NT

G W

TP

P

H

AS

E

III

A-

0 8" 1'-4" 2'-8"

SCALE: 3/4" = 1'-0"

SCALE: 1" = 1'-0"A-510

2 SECTION @ WALL CABINET

SCALE: 1 1/2" = 1'-0"A-510

BASE CABINET - ADA SINK W/

SQUARE EDGE COUNTERTOP

0 1/2' 1' 2'

SCALE: 1" = 1'-0"

0 4" 8" 1'-4"

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

0 2" 4" 8"

SCALE: 3" = 1'-0"

SY

M

D

ES

C R

IP

TI

O N

D

AT

E

AP

PR

3/24/26

As per document from Nicole Cowand, NAVFAC MIDLANT

8" CMU WALL

PAINTED HOLLOW

METAL FRAME

(GROUT SOLID)

DOOR

PER SCHEDULE

2"

2"2"

SEE SCHEDULE

8" CMU LINTEL BLOCK

H.M. FRAME

H.M. DOOR

SEE SCHEDULE

8" CMU

MASONRY ANCHOR

CAULK

PAINTED H.M. FRAME

(GROUT SOLID)

2" 2"2"

SE

E

SC

H

ED

U

LE

4" BRICK VENEER.

REFER TO ELEVATIONS

FOR TYPE

CONT THRU-WALL

FLASHING &

WEEPS AT 32" OC

DOOR PER

SCHEDULE

2 " RIGID INSUL.

12" CMU BLOCK

STEEL LINTEL

(SEE STRUCT)

BACKER ROD

&…