FINAL DESIGN_1667770dwg1of2Sentry.pdf

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12894089

PS PS

05/27/2025

APPROVED BY LCDR ELIZABETH

OLOKODE NAVFAC NLON FEAD

DIRECTOR NEW LONDON, GROTEN, CT

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SMS/CWJ

1667770

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VICINITY / BASE MAP LOCATION MAP

P-1102 WEAPONS MAGAZINE & ORDNANCE OPERATIONS FACILITY

NAVAL SUBMARINE BASE NEW LONDON, GROTON, CONNECTICUT

NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND - MID-ATLANTIC

NAVFAC FACILITIES ENGINEERING AND ACQUISITION DIVISION (FEAD)

SENTRY

FINAL DESIGN

6/23/2025

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SATISFACTORY TO DATE

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AS NOTED

1100 NORTH GLEBE ROAD

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571.218.1000

FAX: 571.218.1600

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12894090

PS PS

05/27/2025

APPROVED BY LCDR ELIZABETH

OLOKODE NAVFAC NLON FEAD

DIRECTOR NEW LONDON, GROTEN, CT

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SMS/CWJ

1667770

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LIST OF SHEETS

SHEET NO.

NAVFAC DWG. NO. SHEET TITLENO. SHEET

GENERAL

1 G-001 12894089 GENERAL COVER SHEET

2 G-002 12894090 GENERAL LIST OF SHEETS

STRUCTURAL

3 S-001 12894091 GENERAL NOTES, ABBREVIATIONS & LEGEND

4 S-002 12894092 DESIGN CRITERIA & LOADS

5 S-003 12894093 MATERIAL NOTES

6 S-101 12894094 FLOOR & ROOF PLANS

7 S-201 12894095 BUILDING ELEVATIONS

8 S-501 12894096 TYPICAL FOUNDATION & CONCRETE DETAILS

9 S-502 12894097 TYPICAL SLAB-ON-GROUND DETAILS

10 S-503 12894098 TYPICAL CONCRETE WALL DETAILS

11 S-504 12894099 TYPICAL STEEL DETAILS

12 S-510 12894100 SECTIONS & DETAILS

13 S-601 12894101 SCHEDULES

14 S-901 12894102 3D ISOMETRIC VIEWS

ARCHITECTURAL

15 A-001 12894103 ARCHITECTURAL NOTES AND SYMBOLS

16 A-002 12894104 ARCHITECTURAL ACCESSIBILITY STANDARDS & MOUNTING HEIGHTS

17 A-101 12894105 ARCHITECTURAL FLOOR PLANS

18 A-201 12894106 ARCHITECTURAL EXTERIOR ELEVATIONS

19 A-301 12894107 ARCHITECTURAL BUILDING SECTIONS

20 A-302 12894108 ARCHITECTURAL WALL SECTIONS

21 A-501 12894109 ARCHITECTURAL EXTERIOR DETAILS

22 A-502 12894110 ARCHITECTURAL EXTERIOR DETAILS

23 A-503 12894111 OPENING DETAILS

24 A-601 12894112 ARCHITECTURAL SCHEDULES

25 A-602 12894113 ARCHITECTURAL PARTITION TYPES

INTERIORS

26 I-101 12894114 FF&E PLAN & SCHEDULE

27 I-102 12894115 INTERIOR FINISH PLAN & ROOM FINISH SCHEDULE

28 I-103 12894116 SIGNAGE PLAN & SCHEDULE

29 I-401 12894117 INTERIOR ENLARGED PLANS & ELEVATIONS

30 I-501 12894118 INTERIOR DETAILS

PLUMBING

31 P-001 12894119 PLUMBING LEGEND AND GENERAL NOTES

32 P-101 12894120 PLUMBING FLOOR PLANS

33 P-501 12894121 PLUMBING DETAILS

34 P-601 12894122 PLUMBING SCHEDULES

35 P-901 12894123 PLUMBING RISER DIAGRAMS

MECHANICAL

36 M-001 12894124 MECHANICAL LEGEND, ABBREVIATIONS AND NOTES

37 M-101 12894125 MECHANICAL FLOOR PLAN - DUCTWORK

38 MP101 12894126 MECHANICAL FLOOR PLAN - PIPING

39 M-501 12894127 MECHANICAL DETAILS

40 M-601 12894128 MECHANICAL SCHEDULES

41 M-800 12894129 CONTROLS LEGEND

42 M-801 12894130 CONTROLS DIAGRAMS & SEQUENCES

ELECTRICAL

43 E-001 12894131 ELECTRICAL GENERAL NOTES

44 E-002 12894132 ELECTRICAL ABBREVIATIONS

45 E-003 12894133 ELECTRICAL SYMBOLS

46 E-004 12894134 ELECTRICAL SYMBOLS

47 EG101 12894135 ELECTRICAL GROUNDING AND LIGHTNING PROTECTION PLAN

48 EL101 12894136 ELECTRICAL LIGHTING PLAN

49 EP101 12894137 ELECTRICAL POWER AND EQUIPMENT POWER PLAN

50 E-501 12894138 ELECTRICAL DETAILS

51 E-502 12894139 ELECTRICAL DETAILS

52 E-601 12894140 ELECTRICAL POWER SINGLE LINE DIAGRAM

53 E-701 12894141 LIGHTING FIXTURE AND CONTROLS SCHEDULES

54 E-702 12894142 ELECTRICAL PANEL SCHEDULES

55 E-703 12894143 ELECTRICAL FEEDER SCHEDULE

TELECOMMUNICATIONS

56 T-001 12894144 TELECOMMUNICATIONS SYMBOLS, LEGEND, ABBREVIATIONS, AND NOTES

57 T-101 12894145 TELECOMMUNICATIONS FLOOR PLAN

58 T-401 12894146 TELECOMMUNICATIONS ENLARGED PLANS

59 T-501 12894147 TELECOMMUNICATIONS DETAILS

60 T-502 12894148 TELECOMMUNICATIONS DETAILS

61 T-503 12894149 TELECOMMUNICATIONS DETAILS

SECURITY

62 TY001 12894325 SECURITY SYMBOLS, LEGEND, ABBREVIATIONS, AND NOTES

63 TY101 12894150 SECURITY FLOOR PLAN

64 TY501 12894151 SECURITY DETAILS

65 TY502 12894152 SECURITY DETAILS

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THE FOLLOWING CODES AND STANDARDS, AS MODIFIED BY THE

REFERENCED UFC PUBLICATIONS, APPLY TO THE DESIGN AND

CONSTRUCTION OF THIS PROJECT:

1. UFC 1-200-01, DOD BUILDING CODE, 1 SEPTEMBER 2022

2. UFC 3-301-01, STRUCTURAL ENGINEERING, CHANGE, 04 FEBRUARY

3. ASCE 7-16, MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR

BUILDINGS AND OTHER STRUCTURES

4. IBC 2021, INTERNATIONAL BUILDING CODE

5. ACI 318-19, BUILDING CODE REQUIREMENTS FOR STRUCTURAL

CONCRETE

6. AISC 303-16, CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS

AND BRIDGES

7. AISC 360-16, SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS

8. RCSC 2020, SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-

STRENGTH BOLTS

9. AWS D1.1-2020, STRUCTURAL WELDING CODE - STEEL

10. SDI C-2017, STANDARD FOR COMPOSITE STEEL FLOOR DECK - SLABS

11. NAVSEA OP5, AMMUNITION AND EXPLOSIVES ASHORE SAFETY

REGULATIONS FOR HANDLING, STORAGE, PRODUCTION,

RENOVATION, & SHIPPING

CODES AND STANDARDS

GENERAL NOTES

1. ELEVATIONS NOTED ON THE STRUCTURAL DRAWINGS ARE RELATIVE

TO TOP OF THE FIRST/GROUND FLOOR SLAB. SEE CIVIL DRAWINGS

FOR THE ELEVATION OF THE FIRST/GROUND FLOOR RELATIVE TO

MEAN SEA LEVEL.

2. DETAILS LABELED "TYPICAL DETAILS" OR DETAILS ON SHEETS

WHERE THE TITLE INCLUDES "TYPICAL DETAILS" APPLY TO

SITUATIONS THAT ARE THE SAME OR SIMILAR TO THOSE

SPECIFICALLY DETAILED. SUCH DETAILS AND DIMENSIONS APPLY

WHETHER OR NOT DETAILS ARE REFERENCED AT EACH LOCATION.

3. DETAILS NOT LABELED AS "TYPICAL" APPLY AT THE SPECIFIC

LOCATIONS INDICATED AND OTHER SIMILAR CONDITIONS.

4. SLOPING DECK PLANES ARE USUALLY DEFINED BY A WORK POINT

ELEVATION AND A SLOPE OR A HIGH AND LOW POINT ELEVATION.

STEEL MEMBERS SUPPORTING A SLOPING DECK PLANE HAVE THEIR

TOP OF STEEL COINCIDENT WITH THE BOTTOM OF DECK, UON.

5. DO NOT REPRODUCE THE STRUCTURAL DRAWINGS FOR USE AS

SHOP DRAWINGS. SHOP DRAWINGS PREPARED IN SUCH A MANNER

WILL BE REJECTED AND RETURNED WITHOUT REVIEW.

CONSTRUCTION REQUIREMENTS

1. REVIEW AND VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR

TO SUBMISSION OF SHOP DRAWINGS AND BEGINNING

CONSTRUCTION.

2. CONFIRM ACTUAL EQUIPMENT DIMENSIONS USING APPROVED

MANUFACTURER/ VENDOR DRAWINGS PRIOR TO SUBMISSION OF

SHOP DRAWINGS.

3. DETERMINE AND COORDINATE THE SIZE & LOCATION OF CHASES,

INSERTS, OPENINGS, SLEEVES, FINISHES, DEPRESSIONS,

HOUSEKEEPING PADS, AND EQUIPMENT SUPPORTS (INCLUDING

FOUNDATIONS) BEFORE SUBMITTING SHOP DRAWINGS.

4. SUBMIT DIMENSIONED SHOP DRAWINGS SHOWING THE LOCATION OF

SLEEVES AND OPENINGS THROUGH MASONRY WALLS, STRUCTURAL

STEEL MEMBERS AND CONCRETE ELEMENTS. OPENINGS THROUGH

A STRUCTURAL MEMBER MUST BE SHOWN ON THE SAME DRAWING.

DRAWINGS ORGANIZED BY DISCIPLINE OR SUB-CONTRACTOR ARE

NOT ACCEPTABLE. OPENINGS NOT SHOWN ON THE SHOP

DRAWINGS REQUIRE THE WRITTEN APPROVAL OF THE COR BEFORE

INSTALLATION.

5. DO NOT FIELD CUT OR DRILL OPENINGS IN STRUCTURAL MEMBERS

UNLESS INDICATED ON THE ACCEPTED SHOP DRAWINGS OR

APPROVED BY THE COR.

6. REFER TO THE ARCHITECTURAL DRAWINGS FOR DETAILED

INFORMATION REGARDING FINISHES, WATERPROOFING,

NON-BEARING MASONRY PARTITIONS, ETC.

7. DO NOT SCALE DRAWINGS FOR THE PURPOSE OF ESTABLISHING

DIMENSIONS.

8. D0 NOT CHANGE THE SIZE, DIMENSION OR POSITION OF STRUCTURAL

ELEMENTS WITHOUT THE WRITTEN APPROVAL OF THE COR.

9. DO NOT STORE OR STACK CONSTRUCTION MATERIALS ON FLOORS

OR ROOFS IN EXCESS OF 80 PERCENT OF INDICATED LIVE LOAD.

10. THE STRUCTURE IS DESIGNED TO BE STABLE IN THE COMPLETED

CONDITION. PROVIDE BRACING AND SHORING TO MAINTAIN THE

STABILITY OF THE STRUCTURE AND TO AVOID OVER-LOADING THE

STRUCTURE DURING CONSTRUCTION. RETAIN A REGISTERED

PROFESSIONAL OR STRUCTURAL ENGINEER TO DESIGN THE

TEMPORARY SUPPORT SYSTEM AND ADVISE ON TEMPORARY

LOADING CONDITIONS.

DELEGATED DESIGN

1. FOUNDATION SUBGRADE IMPROVEMENT SYSTEM

2. EXCAVATION DEWATERING AND EARTH RETENTION SYSTEM

3. SUPPLEMENTARY FRAMING TO SUPPORT PIPES, DUCTS,

MECHANICAL EQUIPMENT, ELECTRICAL EQUIPMENT, ETC.

4. TEMPORARY SHORING AND BRACING

5. STRUCTURAL STEEL CONNECTIONS

6. BLAST RESISTANT STOREFRONT SYSTEM

GRAPHIC LEGEND

CONCRETE

STEEL

ROOF MECHANICAL EQUIPMENT

EXTENT OF SLAB-ON-GROUND

EXTENT OF FRAMED SLAB

FRAMED SLAB SPAN DIRECTION

[-X' - X"] INDICATES THE DIFFERENCE IN ELEVATION

BETWEEN THE TOP OF THE FOUNDATION,

PEDESTAL, SLAB, ROOF DECK OR BEAM AND

THE TOP OF THE FIRST/GROUND FLOOR SLAB

# KEYNOTE

STEEL BEAM & BRACING LEGEND

WALL FOOTING LEGEND

STEP IN FOOTING

[-X

X"

[-X

X"

T/ FTG ELEV

T/FTG ELEV

NOTE: IF THE FTG ELEV IS OMITTED, REFER TO

THE GENERAL SHEET NOTES

V35 V35W12x22 C=1"

FACTORED VERTICAL SHEAR

REACTION (KIPS), REFER TO

SCHEDULE IF OMITTED

BEAM CAMBER, NONE IF OMITTED

BEAM / GIRDER SIZE

ABV ABOVE

ACI AMERICAN CONCRETE INSTITUTE

ADDL ADDITIONAL

ADJ ADJACENT

AE AIR ENTRAINED

AFF ABOVE FINISHED FLOOR

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ALT ALTERNATE

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APPROX APPROXIMATE

AR ANCHOR ROD

ARCH ARCHITECT or ARCHITECTURAL

ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS

ASTM AMERICAN SOCIETY FOR TESTING & MATERIALS

AWS AMERICAN WELDING SOCIETY

B/ or BOT BOTTOM

BF BOTH FACES

BLDG BUILDING

BM BEAM

BOS BOTTOM OF STEEL

BP BEARING PLATE

BPL BASE PLATE

BRDG BRIDGING

BRG BEARING

BS BOTH SIDES

BTWN BETWEEN

℄ CENTERLINE

C/C CENTER TO CENTER

CANT CANTILEVER

CF CUBIC FEET

CFMF COLD-FORMED METAL FRAMING

CFRP CARBON FIBER REINFORCED POLYMER

CIP CAST-IN-PLACE

CJ CONTRACTION / CONTROL JOINT

CJP COMPLETE JOINT PENETRATION

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

COORD COORDINATE

COR CONTRACTING OFFICER'S REPRESENTATIVE

CY CUBIC YARD

D DEPTH

db REINF BAR DIAMETER

DBA DEFORMED BAR ANCHOR

DEMO DEMOLITION

DIA OR ⌀ DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DL DEAD LOAD

DN DOWN

DWG(S) DRAWING(S)

(E) EXISTING

EA EACH

EE EACH END

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC or ELECTRICAL

ELEV ELEVATOR

EMBED EMBEDMENT

EOD EDGE OF DECK

EOR ENGINEER OF RECORD

EOS EDGE OF SLAB

EQ EQUAL

EQUIP EQUIPMENT

ES EACH SIDE

EW EACH WAY

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

FA FALL ARREST ANCHOR

FD FLOOR DRAIN

FDN FOUNDATION

FIN FINISH or FINISHED

FLG FLANGE

FLR FLOOR

FOW FACE OF WALL

FP FIRE PROTECTION

FRP FIBER REINFORCED POLYMER

FT FOOT or FEET

FTG FOOTING

GA GAGE or GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

ABBREVIATIONS

H HIGH OR HORIZONTAL

HK HOOK

HORIZ HORIZONTAL

HP HIGH POINT

HS HIGH STRENGTH

HT HEIGHT

ID INSIDE DIAMETER

IF INSIDE FACE

IN INCH

INCL INCLUDED

INFO INFORMATION

INT INTERIOR

IP INFLECTION POINT

JT JOINT

JST JOIST

K KIPS (1000 POUNDS)

KB KNEE BRACE

KSF KIPS PER SQUARE FOOT

KSI KIPS PER SQUARE INCH

LBS POUND(S)

Ld REINF BAR DEVELOPMENT LENGTH

LE LEFT END

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LP LOW POINT

LTWT LIGHT WEIGHT

MAX MAXIMUM

MC MOMENT CONNECTION

MECH MECHANICAL

MEP MECHANICAL, ELECTRICAL AND PLUMBING

MID MIDDLE

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MTL METAL

MWFRS MAIN WIND FORCE RESISTING SYSTEM

NIC NOT IN CONTRACT

NLWT NORMAL WEIGHT

NOM NOMINAL

No. or # NUMBER

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OF OUTSIDE FACE

OPNG OPENING

OPP OPPOSITE OR OPPOSITE HAND

PCF POUNDS PER CUBIC FOOT

PEN PENETRATION

PJP PARTIAL JOINT PENETRATION

PL PLATE

PLUMB PLUMBING

PROJ PROJECTION

PS PRESTRESSED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

R RISER OR RADIUS

RE RIGHT END

REBAR REINFORCING STEEL BARS

REINF REINFORCEMENT or REINFORCING

RTU ROOF TOP UNIT

SC SLIP CRITICAL

SCHED SCHEDULE

SDI STEEL DECK INSTITUTE

SDL SUPERIMPOSED DEAD LOAD

SHT SHEET

SIM SIMILAR

SJI STEEL JOIST INSTITUTE

SFRS SEISMIC FORCE RESISTING SYSTEM

SOG SLAB-ON-GROUND

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STL STEEL

STRUCT STRUCTURAL

T TREAD

T/ TOP

TEMP TEMPORARY

THK THICK or THICKNESS

TMS THE MASONRY SOCIETY

TOS TOP OF STEEL

TYP TYPICAL

UON UNLESS OTHERWISE NOTED

V VERTICAL

VERT VERTICAL

VIF VERIFY IN FIELD

W WIDTH

W/ WITH

W/CM WATER-CEMENTITIOUS MATERIAL RATIO

W/O WITHOUT

WD WOOD

WP WORK POINT

WT WEIGHT

WWR WELDED WIRE REINFORCING

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SATISFACTORY TO DATE

APPROVED

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FOR COMMANDER NAVFAC

SEAL

A/E INFO

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PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

AS NOTED

1100 NORTH GLEBE ROAD

SUITE 500

ARLINGTON, VIRGINIA 22201

571.218.1000

FAX: 571.218.1600

6/

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12894091

JH JT

05/27/2025

APPROVED BY LCDR ELIZABETH

OLOKODE NAVFAC NLON FEAD

DIRECTOR NEW LONDON, GROTEN, CT

SE

NT

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SMS/CWJ

1667770

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3. BUILDING RISK CATEGORY II

4. SNOW

a. SNOW IMPORTANCE FACTOR, Is 1.0

b. GROUND SNOW LOAD, Pg 30 PSF

c. TERRAIN ROUGHNESS C

d. ROOF EXPOSURE FACTOR, Ce 1.0 PARTIALLY

EXPOSED

e. THERMAL FACTOR, Ct 1.0

f. ROOF SLOPE FACTOR, Cs 1.0

g. FLAT-ROOF SNOW LOAD, Pf 21 PSF

h. MINIMUM UNIFORM SNOW LOAD, Pm 20 PSF

i. MAXIMUM DRIFT SURCHARGE 19 PSF

j. TOTAL UNIFORM SNOW W/ DRIFT 39 PSF

5. RAIN

a. INTENSITY, i 2.75 IN/HOUR

6. WIND

a. ULTIMATE DESIGN WIND SPEED, V: 128 MPH

b. ALLOWABLE STRESS WIND SPEED, Vasd: 99 MPH

c. WIND EXPOSURE: C

d. INTERNAL PRESSURE COEF, GCpi ±0.18

e. MAIN WIND-FORCE RESISTING SYSTEM

• 0 FT - ROOF 31 PSF

• PARAPET 70 PSF

f. COMPONENTS & CLADDING REFER TO TABLE 1

7. EARTHQUAKE

a. SEISMIC IMPORTANCE FACTOR 1.0

b. SEISMIC SITE CLASSIFICATION D

c. MAPPED SPECTRAL ACCELERATION

• SHORT PERIOD, SS 0.190g

• 1-SECOND PERIOD, S1 0.052g

d. DESIGN SPECTRAL ACCELERATION

• SHORT PERIOD, SDS 0.203g

• 1-SECOND PERIOD, SD1 0.083g

e. SEISMIC DESIGN CATEGORY B

f. SEISMIC FORCE-RESISTING SYSTEM

ORDINARY REINFORCED CONCRETE SHEAR WALLS

g. RESPONSE MODIFICATION COEF, R 4

h. SYSTEM OVERSTRENGTH COEF, Ω0 2.5

i. DEFLECTION AMPLIFICATION COEF, Cd 4

j. ANALYSIS PROCEDURE EQUIVALENT

LATERAL FORCE

k. SEISMIC RESPONSE COEF, CS 0.051

l. SEISMIC WEIGHT, W 161 KIPS

m. DESIGN BASE SHEAR 8.2 KIPS

8. FOUNDATIONS

a. MINIMUM SOIL BEARING CAPACITY 4,000 PSF

b. FROST DEPTH 38 IN

DESIGN CRITERIA & LOADS

ROOF MEMBRANE & INSULATION

1. TOTAL SUPERIMPOSED DEAD LOAD

CEILING

CONCRETE ALLOWANCE FOR

DECK DEFLECTION

CONCRETE HOUSEKEEPING PAD

(4" MINIMUM)

RO

OF

A

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2. LIVE LOAD

5 -----

5 -----

10MEP

SUPERIMPOSED DEAD & LIVE LOADS

(UNFACTORED - PSF)

125 75

020 20

---------- -----50

20 20

1. FOR MEMBERS, THE EFFECTIVE WIND AREA IS THE SPAN LENGTH MULTIPLIED BY THE WIDTH, WHERE THE WIDTH EQUALS THE GREATER OF THE WIDTH TRIBUTARY TO THE MEMBER OR 1/3 THE SPAN LENGTH.

2. FOR FASTENERS, THE EFFECTIVE WIND AREA MUST NOT BE TAKEN GREATER THAN THE AREA THAT IS

TRIBUTARY TO AN INDIVIDUAL FASTENER.

3. PRESSURES INDICATED ARE THE TOTAL APPLIED WIND PRESSURE AND INCLUDE BOTH THE INTERNAL

AND EXTERNAL PRESSURES.

4. WIND PRESSURES ARE FACTORED LOADS.

5. POSITIVE VALUES INDICATE PRESSURE ACTING TOWARDS THE SURFACE AND NEGATIVE VALUES

INDICATE PRESSURE ACTING AWAY FROM THE SURFACE.

TABLE 1 - COMPONENTS & CLADDING WIND PRESSURE (PSF)

ROOF

WALLS

4w

5w

4p

PARAPET

5p

-57 / +16

ZONE

≤10 20 50 100 200 ≥500

EFFECTIVE WIND AREA (SF)

-36 / +33

-53 / +16 -48 / +16 -45 / +16 -41 / +16 -36 / +16

-34 / +31 -32 / +30 -31 / +28 -29 / +27 -28 / +25

-75 / +16 -70 / +16 -64 / +16 -59 / +16 -54 / +16 -48 / +16

-102 / +16 -93 / +16 -80 / +16 -70 / +16 -61 / +16 -48 / +16

-44 / +33 -41 / +31 -37 / +30 -34 / +28 -31 / +27 -28 / +25

-75 / +33 -70 / +31 -64 / +30 -59 / +28 -54 / +27 -48 / +25

-102 / +33 -93 / +31 -80 / +30 -70 / +28 -61 / +27 -48 / +25

ZONE 4w

ZONE 4p

ZONE 5w

ZONE 5p

FINISHED GRADE

ROOF

T/ PARAPET

7' - 6"

7' - 6"

7' - 6"

7' - 6"

2' - 6" 2' - 6"

ZONE 1

ZONE 2

ZONE 4p ZONE 5p

ZONE 5w

ZONE 5p

ZONE 3

3' - 0"

3' - 0"

3' - 0"

3' - 0"

ZONE 4w

ZONE 4p

ZONE 5w

ZONE 5p

A

1 2

B

41 PSF

P

SF

P

SF

41 PSF

TYP

4' - 5"

21 PSF

FIGURE 1 - DESIGN ROOF SNOW LOAD W/ DRIFT

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

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

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PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

AS NOTED

1100 NORTH GLEBE ROAD

SUITE 500

ARLINGTON, VIRGINIA 22201

571.218.1000

FAX: 571.218.1600

6/

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12894092

JH JT

05/27/2025

APPROVED BY LCDR ELIZABETH

OLOKODE NAVFAC NLON FEAD

DIRECTOR NEW LONDON, GROTEN, CT

SE

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SMS/CWJ

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FOUNDATIONS AND EARTHWORK

CAST-IN-PLACE CONCRETE

POST-INSTALLED ANCHORS

STEEL DECKING

1. COMPOSITE DECK:

a. CONFORM TO THE REQUIREMENTS OF ASTM A653, Fy = 50 KSI

MIN, GALVANIZED G90.

b. STEEL ROOF DECK MUST BE 1 1/2" HIGH, 20 GAUGE. DECK IS

DESIGNED BASED ON UNSHORED CONSTRUCTION FOR A TWO

SPAN CONDITION. INCREASE DECK THICKNESS OR PROVIDE

TEMPORARY SHORING IF LESS THAN TWO SPAN CONDITION OR

CONSTRUCTION LIVE LOAD EXCEEDS 20 PSF.

c. THE STEEL ROOF DECK MUST HAVE THE FOLLOWING MINIMUM

PROPERTIES PER FOOT WIDTH:

Ip = 0.182 IN4 Sp = 0.218 IN3 Sn = 0.226 IN3

2. DECK ENDS MUST BEAR AT LEAST 1 1/2" ON STRUCTURAL SUPPORTS.

END JOINTS MUST BE BUTTED.

3. CONTINUOUS SHEET METAL CLOSURES ARE REQUIRED AT SLAB

OPENINGS AND EDGES.

4. COMPOSITE DECK FASTENING:

a. FASTEN DECK TO EACH SUPPORT WITH 5/8" DIAMETER PUDDLE

WELDS. WELD EDGE RIBS OF PANELS AND PROVIDE ADDITIONAL

WELDS AT MAXIMUM 12" ON CENTER.

b. FASTEN SIDE LAPS WITH #10 SELF DRILLING SCREWS AT THE

LESSER OF 1/2 OF THE SPAN OR 36" ON CENTER, UON.

c. FASTEN PERIMETER EDGES TO SIDE SUPPORTS WITH #10 SELF

DRILLING SCREWS AT THE LESSER OF 1/2 OF THE SPAN OR 24"

ON CENTER, UON.

d. SECURE POUR STOPS, BEAM FILLERS & DECK CLOSURES IN

ACCORDANCE WITH SDI STANDARD PRACTICE REQUIREMENTS.

5. LOADS HUNG FROM CEILING DECKING MUST NOT EXCEED 50 POUNDS.

DUCTS & PIPES LESS THAN 12 INCHES DIAMETER MAY BE HUNG

DIRECTLY FROM ANCHORS CAST OR POST-INSTALLED IN THE

CONCRETE SLAB OF COMPOSITE DECKS. PIPES, DUCTS AND

EQUIPMENT BENEATH ROOF DECKS AND PIPES AND DUCTS LARGER

THAN 12" BENEATH COMPOSITE CONCRETE AND STEEL DECK SLABS

MUST BE SUPPORTED BY THE STRUCTURAL STEEL FRAME OR

SUPPLEMENTARY MEMBERS THAT ARE DIRECTLY SUPPORTED BY THE

STRUCTURAL STEEL FRAMING. DESIGN AND PROVIDE

SUPPLEMENTARY MEMBERS AT NO ADDITIONAL COST.

1. FOUNDATION DESIGN IS IN ACCORDANCE WITH THE

RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEERING REPORT

PREPARED BY JACOBS, DATED 07 FEBRUARY 2025.

2. PLACE FOUNDATIONS ON REINFORCED AND COMPACTED

ENGINEERED FILL OVER CEMENTITIOUS RIGID INCLUSIONS (GROUND

IMPROVEMENT SYSTEM), REFER TO CIVIL PLANS SHEET B-101,

GROUND IMPROVEMENT PLANS FOR ADDITIONAL REQUIREMENTS.

GROUND IMPROVEMENT SYSTEM MUST CREATE A FOUNDATION

SUBGRADE WITH THE MINIMUM BEARING CAPACITY AS NOTED ON

S-002 AND A MAXIMUM ALLOWABLE SETTLEMENT OF 3/4 INCH.

3. PROVIDE MEASURES TO PREVENT WATER, FROST OR ICE FROM

PENETRATING FOOTING OR SLAB SUBGRADE BEFORE PLACING

CONCRETE. FOOTINGS, MUD SLABS, OR BUILDING SLABS MUST NOT

BE PLACED INTO OR AGAINST SUBGRADE CONTAINING FREE WATER,

FROST, OR ICE.

4. CONCRETE FOUNDATIONS OR A 3" THICK CONCRETE MUD MAT (LEAN

CONCRETE) MUST BE PLACED THE SAME DAY THE SUBGRADE IS

INSPECTED. IF THE GROUND SURFACE IS DISTURBED BEFORE

CONCRETE IS PLACED, THE SUBGRADE MUST BE RE-INSPECTED BY

THE CONTRACTOR'S GEOTECHNICAL ENGINEER AT NO ADDITIONAL

COST.

5. DESIGN, PROVIDE AND MAINTAIN DEWATERING SYSTEMS, EARTH

RETENTION SYSTEMS, BRACING. PROTECT EXISTING STRUCTURES

AND UTILITIES DURING CONSTRUCTION.

6. WHEN FILLING AGAINST OPPOSITE SIDES OF A WALL OR STRUCTURE,

BACKFILL IN LIFTS THAT MAINTAIN LEVEL ELEVATIONS WITHIN 12" ON

BOTH SIDES TO BALANCE THE LATERAL PRESSURE.

7. EARTHWORK, INCLUDING FOUNDATION SUBGRADE, FILL AND

BACKFILL MUST BE INSPECTED AND APPROVED BY THE

CONTRACTOR'S GEOTECHNICAL ENGINEER.

8. WHERE EXCAVATION WOULD BE BELOW A LINE EXTENDING UPWARD

AT A 1.0 H TO 1.0 V SLOPE FROM THE BOTTOM OF A FOUNDATION OR

UTILITY, PROVIDE SHEETING, SHORING, AND BRACING. DO NOT

UNDERMINE EXISTING CONSTRUCTION.

1. PROVIDE CAST-IN-PLACE CONCRETE FOR EACH CLASS OF CONCRETE

SHOWN IN TABLE 2 - CONCRETE MATERIAL SCHEDULE.

2. CONCRETE REINFORCING:

a. TYPICAL DEFORMED BARS - ASTM A615, GRADE 60

b. WELDED DEFORMED BAR ANCHORS - ASTM A706, GRADE 70

c. PLAIN WELDED WIRE - ASTM A1064, GRADE 65, SUPPLIED IN FLAT

SHEETS

3. CONCRETE COVER OVER STEEL REINFORCING, UON:

a. REINFORCING IN CONCRETE CAST AGAINST & PERMANENTLY IN

CONTACT WITH GROUND - 3"

b. REINFORCING IN CONCRETE EXPOSED TO WEATHER OR IN

CONTACT WITH GROUND AFTER CONCRETE PLACEMENT,

INCLUDING ELEMENTS COVERED BY WATERPROOFING OR

DAMPPROOFING

• PRIMARY REINFORCING - 2"

• STIRRUPS AND TIES - 1 1/2"

c. REINFORCING IN CONCRETE SLABS AND WALLS NOT EXPOSED

TO WEATHER OR IN CONTACT WITH GROUND - 3/4"

d. REINFORCING IN CONCRETE BEAMS, GIRDERS, COLUMNS AND

PEDESTALS NOT EXPOSED TO WEATHER OR IN CONTACT WITH

GROUND, COVER TO - 1 1/2"

4. REFER TO TABLE 3 - CONCRETE REINFORCEMENT TENSION

DEVELOPMENT LENGTHS FOR Ld.

5. SPLICE REINFORCING BARS PER ACI 318 WITH CLASS B TENSION LAP

SPLICES (1.3 TIMES THE DEVELOPMENT LENGTH)

6. LAP SPLICE WWR SHEETS AT LEAST 8" AND TIE SECURELY.

7. DOWELS MUST MATCH SIZE AND SPACING AND BE CLASS B TENSION

LAP SPLICED WITH THE MAIN REINFORCEMENT, UON.

8. FIELD BENDING OF REINFORCEMENT IS NOT PERMITTED UNLESS

INDICATED ON THE DRAWINGS OR APPROVED IN WRITING BY THE

COR. DO NOT HEAT REBAR WITH A TORCH IN THE FIELD.

9. EXCEPT FOR WELDED DEFORMED BAR ANCHORS, DO NOT WELD

REINFORCING.

10. WIRE BRUSH, CLEAN, AND COAT CONSTRUCTION JOINTS WITH A

BONDING AGENT OR MOISTEN WITH A CEMENT SLURRY SCRUBBED

INTO THE JOINT IMMEDIATELY PRIOR TO PLACING FRESH CONCRETE.

11. CHAMFER EXPOSED CORNERS 3/4", UON.

STRUCTURAL & MISCELLANEOUS STEEL

1. STRUCTURAL STEEL MUST CONFORM TO THE FOLLOWING, UON:

a. W & WT SHAPES ASTM A992

b. ANGLES & CHANNELS ASTM 572, GR 50

c. PLATES & BARS ASTM 572. GR 50

d. HSS ASTM A500, GRADE C

e. ANCHOR RODS ASTM F1554, GRADE 36

f. HIGH STRENGTH BOLTS ASTM F3125, GRADE A325

g. TENSION-CONTROL HS BOLTS ASTM F3125, GRADE F1852, TYPE 1

h. DIRECT TENSION INDICATORS ASTM F959, TYPE 325-1

i. COMMON GRADE BOLTS ASTM A307, GRADE A

j. WELDING ELECTRODES E70xx

2. GROUT UNDER STEEL BEARING PLATES MUST HAVE A MINIMUM 28

DAY COMPRESSIVE STRENGTH OF 7,000 PSI.

3. FILLET WELDS MUST HAVE A MINIMUM SIZE OF 1/4", UON. INCREASE

THE EFFECTIVE THROAT OF THE WELD TO MAINTAIN THE WELD SIZE

WHEN PARTS JOINED BY FILLET WELDS ARE SEPARATED. THE ROOT

OPENING MUST NOT EXCEED 3/16".

4. BOLTED CONNECTIONS MUST HAVE A MINIMUM OF (2) 3/4" DIAMETER

HIGH STRENGTH BOLTS.

5. MEMBERS EXPOSED TO WEATHER MUST BE HOT DIPPED

GALVANIZED.

6. PROVIDE ZINC COATED (GALVANIZED) BOLTS, NUTS, AND WASHERS

TO CONNECT GALVANIZED STEEL MEMBERS.

7. HIGH STRENGTH BOLTED CONNECTIONS MUST BE PRETENSIONED.

CONNECTIONS THAT USE OVERSIZE HOLES OR SLOTTED HOLES IN

THE DIRECTION OF THE LOAD MUST BE SLIP CRITICAL.

8. PROVIDE STEEL TO STEEL CONNECTIONS IN ACCORDANCE WITH AISC

360-16. CONNECTIONS NOT SPECIFICALLY DETAILED ON THE

DRAWINGS MUST BE DESIGNED BASED ON A BEAM END REACTION

OBTAINED FROM THE MAXIMUM UNIFORM LOAD TABLES IN PART 3

(DESIGN OF FLEXURAL MEMBERS). THE END REACTION IS EQUAL TO

1/2 THE TOTAL ALLOWABLE LOAD FOR THE GIVEN BEAM, SPAN AND

GRADE OF STEEL SPECIFIED. DETAILED CONNECTIONS ON THE

DRAWINGS SUPERCEDE THIS NOTE.

9. DO NOT FIELD CUT STRUCTURAL STEEL MEMBERS WITHOUT THE

WRITTEN APPROVAL OF THE COR.

10. DO NOT SPLICE STEEL MEMBERS EXCEPT WHERE SPECIFICALLY

DETAILED ON THE DRAWINGS.

11. PROVIDE TEMPORARY SHORING AND BRACING UNTIL THE

STRUCTURE IS ALIGNED AND PERMANENT CONNECTIONS HAVE BEEN

COMPLETED.

1. ANCHORS AND INSERTS EXPOSED TO EARTH OR WEATHER MUST BE

STAINLESS STEEL, UON. AT OTHER LOCATIONS PROVIDE

GALVANIZED ANCHORS IN ACCORDANCE WITH ASTM A153.

EMBEDDED DEFORMED REINFORCING BARS MUST BE UNCOATED

STEEL.

2. PROVIDE TYPE & SIZE AS INDICATED & EMBED INTO THE EXISTING

CONCRETE AS SHOWN IN TABLE 4 - POST-INSTALLED ANCHOR

SCHEDULE. VERIFY MINIMUM EFFECTIVE EMBEDDMENT DEPTH WITH

THE ANCHOR MANUFACTURER.

3. EXPANSION ANCHORS MUST BE WEDGE TYPE, TORQUE

CONTROLLED.

4. ADHESIVE ANCHORS MUST CONSIST OF AN INSERT AND CARTRIDGE

TYPE, TWO COMPONENT, EPOXY OR HYBRID ADHESIVE DISPENSED

AND MIXED THROUGH A STATIC MIXING NOZZLE PROVIDED BY THE

ADHESIVE MANUFACTURER.

5. ANCHORING TO CONCRETE:

a. MECHANICAL ANCHORS USED IN CONCRETE MUST HAVE BEEN

TESTED AND QUALIFIED FOR PERFORMANCE IN CRACKED AND

UNCRACKED CONCRETE IN ACCORDANCE WITH ACI 355.2.

b. ADHESIVE ANCHORS MUST HAVE BEEN TESTED AND QUALIFIED

FOR PERFORMANCE IN CRACKED AND UNCRACKED CONCRETE,

INCLUDING HORIZONTAL AND OVERHEAD INSTALLATIONS, AND

LONG TERM CREEP IN ACCORDANCE WITH ACI 355.4.

6. IDENTIFY POSITION OF REINFORCING STEEL AND OTHER EMBEDDED

ITEMS PRIOR TO DRILLING HOLES FOR ANCHORS. EXERCISE CARE IN

DRILLING TO AVOID DAMAGING EXISTING REINFORCING OR

EMBEDDED ITEMS. NOTIFY THE COR IF REINFORCING STEEL OR

OTHER EMBEDDED ITEMS ARE ENCOUNTERED DURING DRILLING.

7. PROVIDE ANCHORS IN DRY HAMMER DRILLED HOLES IN ACCORDANCE

WITH MANUFACTURER’S PRINTED INSTRUCTIONS.

1. MAXIMUM SLUMP OF CONCRETE AT POINT OF PLACEMENT - WITHOUT / WITH HIGH-RANGE WATER-REDUCING ADMIXTURE

2. REFER TO CIVIL FOR CONCRETE SITE WALLS

TABLE 2 - CONCRETE MATERIAL SCHEDULE (NORMAL WEIGHT)

ELEMENT ASTM C33

AGGREGATE

CLASS

MAXIMUM

CHLORIDE

CONTENT

DRY UNIT

WEIGHT

MAX

AGGREGATE

SIZE

SLUMP

(NOTE 1)

AIR

CONTENT

FOUNDATIONS 145 PCF 3/4" 4"/8" 0.15%

MAX W/CM

RATIO

4,500 PSI 0.45 4S

0.55INTERIOR SOG 4,000 PSI 1 1/2" 4S 3% MAX 4"/8" 0.15%

1. TOP BARS ARE DEFINED AS HORIZONTAL REINFORCING WHERE MORE THAN 12" OF FRESH CONCRETE IS

CAST BENEATH THE BAR.

2. Ld = THE STRAIGHT BAR DEVELOPMENT LENGTH

3. Ldh = THE HOOKED BAR DEVELOPMENT LENGTH

4. CASE 1: CLEAR SPACING OF BARS DEVELOPED OR SPLICED NOT LESS THAN db, CLEAR COVER NOT LESS

THAN db, AND STIRRUPS OR TIES THROUGHOUT Ld NOT LESS THAN THE CODE MINIMUM OR CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED NOT LESS THAN 2*db AND CLEAR COVER NOT LESS THAN db

5. CASE 2: REINFORCING BARS THAT DO NOT MEET THE REQUIREMENTS OF CASE 1

6. DEVELOPMENT LENGTHS ONLY APPLY TO THE OPPERATIONS AND SENTRY CONSTRUCTION.

TABLE 3 - CONCRETE REINF TENSION DEVELOPMENT LENGTHS (INCHES)

BAR

SIZE

#3

#4

#5

#6

TOP BARS OTHER BARS

UNCOATED BARS

4,000 PSI

f'c

145 PCF

Ld Ldh

HOOKED

BARS

LEAN CONCRETE FILL --------1,000 PSI 3/4" 4S -------- -------- 0.15%145 PCF

0.55CONCRETE ON STEEL DECK 4,000 PSI 3/4" 4S 6% 4"/8" 0.15%145 PCF

CASE 1 CASE 2 CASE 1 CASE 2

CRITICAL SECTION

Ld

Ldh

5%

TABLE 4 - POST-INSTALLED ANCHOR SCHEDULE

ANCHORING TO NORMAL WEIGHT CONCRETE

ANCHOR TYPE ANCHOR DIAMETER/

REBAR SIZE

MINIMUM EFFECTIVE

EMBEDMENT, UON

MECHANICAL 5/8" 4"

1/2" 3 1/4"

3/4" 4 3/4"

2 3/4"

3/4"

1/2"

4"

ADHESIVE

ULTIMATE DESIGN

SHEAR CAPACITY (KIP)

ULTIMATE DESIGN

TENSILE CAPACITY (KIP)

8.4 4.4

13.1 6.6

19 8.9

8.6 3.5

20.4 8.3

4,000 PSIWALLS 0.45 145 PCF 3/4" 4S 5% 4"/8" 0.15%

UNCOATED BARS

4,500 PSI

14 7

TOP BARS OTHER BARS

Ld Ldh

HOOKED

BARSCASE 1 CASE 2 CASE 1 CASE 2

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P

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IN

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O M

M A

N D

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

AS NOTED

1100 NORTH GLEBE ROAD

SUITE 500

ARLINGTON, VIRGINIA 22201

571.218.1000

FAX: 571.218.1600

6/

/2

8:

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AM

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12894093

JH JT

05/27/2025

APPROVED BY LCDR ELIZABETH

OLOKODE NAVFAC NLON FEAD

DIRECTOR NEW LONDON, GROTEN, CT

SE

NT

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SMS/CWJ

1667770

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A. TOP OF FIRST FLOOR SLAB, REFERENCE DATUM, IS ELEVATION 0' - 0".

REFER TO CIVIL FOR THE ACTUAL FLOOR ELEVATION.

B. T/FTG EL = [-2'-4"] UON.

C. TOP OF STRUCTURAL STEEL IS 5-INCHES BELOW THE TOP OF THE

CONCRETE ELEVATION INDICATED ON THE PLAN, UON.

D. REFER TO S-000 SERIES DRAWINGS FOR GENERAL NOTES, DESIGN LOADS

AND ABBREVIATIONS.

E. REFER TO S-500 SERIES DRAWINGS FOR TYPICAL DETAILS.

F. "WFx" CONTINUOUS TYPE WALL FOUNDATIONS. REFER TO S-601

GEOMETRY AND REINFORCEMENT INFORMATION. CENTER WALL

FOUNDATIONS ON WALL UNLESS NOTED OTHERWISE.

A

1 2

B

S-201 A1

S-201 C1

S-201 A3

S-201 C3

8"

20' - 0"

11' - 8" 3' - 5"

3'

- 1

0 1 /4"

8'

- 8

6' - 11" 3' - 4"

C1 S-501

TYP

TYP

S-510 C2

WF-1

W F-

WF-1

W F-

T/

FT

G -2

'-4

4' - 0"T/

FT

G -5

'-0

T/FTG -4'-0"

4'

- 0

T/FTG -5'-0"

T/FTG -2'-4"

T/FTG -4'-0"

4'

- 0

C1 S-510

A

1 2

B

S-201 A1

S-201 C1

S-201 A3

S-201 C3

W14X22

W14X22

W14X22

T/

CO

NC

LP

E

L 1 2'-

9"

SLOPE UP

8"

20' - 0"

C3 S-510

C3 S-510

SIM

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DE

CK

LP

E

L 1 2'-

4"

EQ

EQ

EQ

EQ

T/

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NC

H P

EL

'-7

B/

DE

CK

H P

EL

'-2

1 6" THICK SLAB-ON-GROUND W/ #4 @ 10" EW OVER VAPOR RETARDER OVER 6"

POROUS FILL

2 SLAB-ON-GROUND CONTRACTION JOINT

3 3 1/2" NLWT CONCRETE W/ 6X6 - W2.1XW2.1 WWR ON 1 1/2", 20 GAUGE

(0.0358"), COMPOSITE METAL DECK (5" TOTAL THICKNESS)

4 8" CAST-IN-PLACE CONCRETE WALL W/ #5@10" EACH WAY CENTERED IN

WALL

5 5 1/2" CAST-IN-PLACE CONCRETE STEM WALL AT PERIMETER OF STRUCTURE,

RE: C1/S-501

6 12"x12"CONCRETE PILASTER REINFORCED WITH 4-#7 (2 EF) W/ #3 TIES TOP 2

TIES SPACED @ 1 1/2", REMAINING SPACED @ 9", RE: C2/S-510

PLAN

NORTH

1/4" = 1'-0"

2' 4' 8' 12'

GENERAL SHEET NOTES

SHEET KEYNOTES

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P

AR

TM

E

N T

O F

TH

E

N A

VY

N

A

VA

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

S

YS

TE

M

S C

O M

M A

N D

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

AS NOTED

1100 NORTH GLEBE ROAD

SUITE 500

ARLINGTON, VIRGINIA 22201

571.218.1000

FAX: 571.218.1600

6/

/2

8:

:5

AM

\\d c1 vs

\fe dp rj\

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P-

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AG

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IN

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OR

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AC

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FL

O

O R

RO

O F

PL

AN

S

LP

12894094

JH JT

05/27/2025

APPROVED BY LCDR ELIZABETH

OLOKODE NAVFAC NLON FEAD

DIRECTOR NEW LONDON, GROTEN, CT

SE

NT

RY

SMS/CWJ

1667770

GR

OT

ON

, C

ON

NE

CT

IC

UT

NA

VA

L S

UB

MA

RI

NE

B

AS

E

NE

W

LO

ND

ON

JWJ

NEK

HPN

M

ID

-A

TL

A N

TI

C

S -1

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

A

VA

L S

TA

TI

O N

N

O R

FO

LK

, V A

1/4" = 1'-0"A1 FOUNDATION & SLAB PLAN

1/4" = 1'-0"C1 ROOF FRAMING PLAN

SY

M

DE

SC

RI

PT

IO

N

DA

TE

FIRST FLOOR

0"

1 2

T/WALL

15' - 4"

7'

- 4

1/ 2"

8"

6' - 11" 3' - 4"

8" 20' - 0" 8"

C.

J.

NOTES:

1. C.J. INDICATES CONTROL JOINT LOCATIONS. AT CONTRACTOR'S OPTION, CONSTRUCTION JOINT MAY BE USED IN

LIEU OF CONTROL JOINT AT INDICATED LOCATIONS. REFER TO S-503 FOR CONTROL JOINT INFORMATION.

2. ALL REINFORCEMENT SHOWN IN ELEVATION IS SUPPLEMENTAL TO SCHEDULED REINFORCEMENT. REFER TO

S-101 FOR TYPICAL WALL REINFORCEMENT REQUIREMENTS.

1-#4x4'-0"

EF, TYP

0' -

ADDITIONAL 2-#5 @ 4"

OC ES OF OPENING

3"3"

3"

ADDITIONAL 2-#5 @ 4"

OC ABOVE OPENING

FIRST FLOOR

0"

A B

T/WALL

15' - 4"

8"20' - 8"8"

1' - 10" 1' - 0"

1' - 2" 8"

1 1

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

4" 2"

8" T

YP

0' -

NOTES:

1. C.J. INDICATES CONTROL JOINT LOCATIONS. AT CONTRACTOR'S OPTION, CONSTRUCTION JOINT MAY BE USED IN

LIEU OF CONTROL JOINT AT INDICATED LOCATIONS. REFER TO S-503 FOR CONTROL JOINT INFORMATION.

2. ALL REINFORCEMENT SHOWN IN ELEVATION IS SUPPLEMENTAL TO SCHEDULED REINFORCEMENT. REFER TO

S-101 FOR TYPICAL WALL REINFORCEMENT REQUIREMENTS.

TY

P8"

4"

RO

OF

M

EM

BR

AN

E

LO

W

P

OI

NT

(S

EE

A

RC

H)

2"

RO

OF

M

EM

BR

AN

E

LO

W P

OI

NT

(S

EE

A

RC

H)

FIRST FLOOR

0"

3'

- 6

T/WALL

15' - 4"

8"20' - 0"8"

8" 9'

- 4

3'

- 6

11' - 8"3' - 5"4' - 11"

C.J.

1-#4x4'-0"

EF, TYP

1' - 0"6' - 11"

1'

- 0

" 3'

- 8

T/PILASTER 13'-2"

0' -

4-#5 @ 4" OC

3-#5 @ 4" OC

3" 3"

3-#5 @ 4" OC

NOTES:

1. C.J. INDICATES CONTROL JOINT LOCATIONS. AT CONTRACTOR'S OPTION, CONSTRUCTION JOINT MAY BE USED IN

LIEU OF CONTROL JOINT AT INDICATED LOCATIONS. REFER TO S-503 FOR CONTROL JOINT INFORMATION.

2. ALL REINFORCEMENT SHOWN IN ELEVATION IS SUPPLEMENTAL TO SCHEDULED REINFORCEMENT. REFER TO

S-101 FOR TYPICAL WALL REINFORCEMENT REQUIREMENTS.

C4 S-510

FIRST FLOOR

0"

AB

3'

- 6

T/WALL

15' - 4"

8" 9'

- 4

3'

- 6

8" 20' - 8" 8"

8' - 8" 3' - 10 1/4" 8' - 1 3/4"

C.

J.

1-#4x4'-0"

EF, TYP

1' - 0" 2' - 4"

3'

- 8

1'

- 0 " 1

T/PILASTER 13'-2"

0' -

4-#5 @ 4" OC

3-#5 @ 4" OC

3-#5 @ 4" OC

NOTES:

1. C.J. INDICATES CONTROL JOINT LOCATIONS. AT CONTRACTOR'S OPTION, CONSTRUCTION JOINT MAY BE USED IN

LIEU OF CONTROL JOINT AT INDICATED LOCATIONS. REFER TO S-503 FOR CONTROL JOINT INFORMATION.

2. ALL REINFORCEMENT SHOWN IN ELEVATION IS SUPPLEMENTAL TO SCHEDULED REINFORCEMENT. REFER TO

S-101 FOR TYPICAL WALL REINFORCEMENT REQUIREMENTS.

4 C4 S-510

A. TOP OF FIRST FLOOR SLAB, REFERENCE DATUM, IS ELEVATION 0' - 0".

REFER TO CIVIL FOR THE ACTUAL FLOOR ELEVATION.

B. REFER TO S-000 SERIES DRAWINGS FOR GENERAL NOTES, DESIGN LOADS

AND ABBREVIATIONS.

C. REFER TO S-500 SERIES DRAWINGS FOR TYPICAL DETAILS.

1/4" = 1'-0"

2' 4' 8' 12'

GENERAL SHEET NOTES

SHEET KEYNOTES

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P

AR

TM

E

N T

O F

TH

E

N A

VY

N

A

VA

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

S

YS

TE

M

S C

O M

M A

N D

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

AS NOTED

1100 NORTH GLEBE ROAD

SUITE 500

ARLINGTON, VIRGINIA 22201

571.218.1000

FAX: 571.218.1600

6/

/2

8:

:5

AM

\\d c1 vs

\fe dp rj\

FD

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\S

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P-

W

EA

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M

AG

AZ

IN

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OR

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AN

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AC

ILI

TY

BU

IL

DI

NG

E

LE

VA

TI

O

NS

LP

12894095

JH JT

05/27/2025

APPROVED BY LCDR ELIZABETH

OLOKODE NAVFAC NLON FEAD

DIRECTOR NEW LONDON, GROTEN, CT

SE

NT

RY

SMS/CWJ

1667770

GR

OT

ON

, C

ON

NE

CT

IC

UT

NA

VA

L S

UB

MA

RI

NE

B

AS

E

NE

W

LO

ND

ON

JWJ

NEK

HPN

M

ID

-A

TL

A N

TI

C

S -2

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

A

VA

L S

TA

TI

O N

N

O R

FO

LK

, V A

1 REFER TO B3/S-503 FOR ADDITIONAL REINF AT WALL PENETRATIONS

2 DOOR OPENING, COORDINATE ROUGH OPENING REQUIREMENTS WITH

ARCHITECTURAL DRAWINGS

3 OPENING FOR ELECTRICAL DUCT BANK. COORDINATE SIZE AND LOCATION

WITH ELECTRICAL. REFER TO B3/S-503 FOR ADDITIONAL REINF AT WALL

PENETRATIONS

4 EMBEDDED C8x13.75 WITH A706 #5x2'-0" LONG ANCHOR CENTERED ON

CHANNEL @ 10", RE:C3/S-510

1/4" = 1'-0"C1 SOUTH ELEVATION

1/4" = 1'-0"C3 WEST ELEVATION

1/4" = 1'-0"A1 NORTH ELEVATION

1/4" = 1'-0"A3 EAST ELEVATION

SY

M

DE

SC

RI

PT

IO

N

DA

TE

3/4" CHAMFER,TYP

COMPACTED ASTM 12" GRADED

CRUSHED AGGREGATE BASE

COURSE, GRADATION NO.2 (PER UFGS

32 11 23)

NOTES:

1. COORDINATE PAD WITH CIVIL, ARCH, MECH, ELECT, PLUMB, & FIRE

PROTECT DRAWINGS AND EQUIPMENT MANUFACTURER'S

REQUIREMENTS

2. DO NOT FABRICATE REINFORCING, EXCAVATE, OR POUR CONCRETE

UNTIL EQUIPMENT SHOP DRAWINGS HAVE BEEN APPROVED.

3. AT CONTRACTOR'S OPTION, PAD MAY BE POURED SOLID 3'-2" BELOW

FINISHED GRADE, PROVIDE TOP AND BOTTOM LAYER OF #6@12" EACH

WAY IN LIEU OF #4@12" EW FOR THIS OPTION.

4" M

IN

6" 8"

FINISHED GRADE, SEE CIVIL

5" MIN

EQUIPMENT NOTE 1

#4 @ 12" EW T&B

COMPACT SUBGRADE BENEATH

PAD TO 95% PER ASTM D1557

#4 @ 12"

#4@12" CONT, 4 SIDES

NON-WOVEN FILTER FABRIC

3' -2

TYP

3" CLEAR,

8"

2" C

LE

AR NOTE 3

POST-INSTALLED ANCHORS, REFER

TO EQUIP SHOP DRAWINGS FOR

TYPE, SIZE, PROJECTION &

LOCATION. MIN 3" EMBED INTO SLAB

ROUGHEN SURFACE TO 1/4" AMPLITUDE

& APPLY BONDING AGENT

1 1 /2"

C

LR

M

IN4"

NOTES:

1. COORDINATE PAD WITH ARCH, MECH, ELECT, PLUMB & FIRE PROTECT

DRAWINGS AND EQUIP MANUFACTURER'S REQUIREMENTS.

2. SLAB REINF NOT SHOWN

3. DO NOT FABRICATE REINFORCING, EXCAVATE, OR POUR CONCRETE

UNTIL EQUIPMENT SHOP DRAWINGS HAVE BEEN APPROVED

3/4" CHAMFER, TYP

EQUIPMENT

6" MIN

#4 @ 12" EW

FIRST FLOOR

0"

T/ FTG EL

SEE PLAN

CL CONCRETE WALL, SEE PLAN

SP

LIC

E

CL

AS

S

B

LA

P

RE: SCHEDULE FOR

REINFORCEMENT

SOG, SEE PLAN

1/2" JT FILLER

INSULATION, SEE ARCH

VAPOR RETARDER

FACADE, SEE ARCH

RE

: S

CH

ED

UL

E

MI

N

1'

- 0

RE: SCHEDULE

TYP

1' - 0" MIN

GRADED CRUSHED AGGREGATE

BASE COURSE, GRADATION NO. 2

LOAD TRANSFER MAT AND RIGID

INCLUSIONS GROUND

IMPROVEMENT SYSTEM

CL WALL

INSULATION

4" AIRGAP W/

CONCRETE CURB REINFORCED

WITH #5@12" O.C. EACH WAY

8"

5 1/2"

NOTE: SEE SHEET B-101 FOR GROUND IMPROVEMENTS AT THE SENTRY BUILDING

3 MIN

WALL FOOTING

MATCH LONG FTG REINF

TH

IC

K

FT

G

2 x A

3'- 0"

M

AX

A

TH

IC

K

FT

G

1' - 6"

FOOTING REINF

APPROVED SUBGRADE

2 #5 IN CENTER OF WALL

2"TYP

1' - 6"

CONCRETE FORM, ID MIN 2" LARGER

THAN PIPE

UTILITY BENEATH THE WALL FOOTING

FILL PIPE TRENCH W/ LEAN CONC FILL UP

TO BOTTOM OF FOOTING

FOUNDATION WALL &

FOOTING, SEE PLAN

SECTION A-A

MI

N6"

1' - 0"

MIN

9"

A

A

NTSC3 EXTERIOR EQUIPMENT PAD

NTSC2 INTERIOR EQUIPMENT PAD DETAIL

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P

AR

TM

E

N T

O F

TH

E

N A

VY

N

A

VA

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

S

YS

TE

M

S C

O M

M A

N D

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

AS NOTED

1100 NORTH GLEBE ROAD

SUITE 500

ARLINGTON, VIRGINIA 22201

571.218.1000

FAX: 571.218.1600

6/

/2

8:

:5

AM

\\d c1 vs

\fe dp rj\

FD

ZE

\S

TR

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P-

W

EA

PO

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AG

AZ

IN

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OR

DN

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CA

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UN

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O N

CO

NC

RE

TE

D

ET

AI

LS

LP

12894096

JH JT

05/27/2025

APPROVED BY LCDR ELIZABETH

OLOKODE NAVFAC NLON FEAD

DIRECTOR NEW LONDON, GROTEN, CT

SE

NT

RY

SMS/CWJ

1667770

GR

OT

ON

, C

ON

NE

CT

IC

UT

NA

VA

L S

UB

MA

RI

NE

B

AS

E

NE

W

LO

ND

ON

JWJ

NEK

HPN

M

ID

-A

TL

A N

TI

C

S -5

NA

VA

L

FA

CI

LI

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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

A

VA

L S

TA

TI

O N

N

O R

FO

LK

, V A

NTSC1 TYPICAL PERIMETER WALL FOOTING & SOG

NTSB1 STEPPED WALL FOOTING

NTSB2 PIPE BENEATH WALL FOOTING

SY

M

DE

SC

RI

PT

IO

N

DA

TE

SE

E

PL

AN

SL

AB

T

SEE PLAN FOR REINF

VAPOR RETARDER

6" MINIMUM CAPILLARY WATER

BREAK , COMPACTED #67 ASTM

C33 COURSE AGGREGATE

APPROVED SUBGRADE

T/SLAB

SEE PLAN

1 1 /4"

C

LR

SE

E

PL

AN

SL

AB

T

SEE PLAN FOR REINF

CUT REINF EACH SIDE OF JOINT

1 1/2" DEEP SAWCUT JOINT,

FILL WITH TRAFFIC GRADE SEALANT

T/SLAB

SEE PLAN

2" 2"

REFER TO C1/S-502 FOR

SLAB SUBGRADE

INFORMATION

FLOOR DRAIN

NOTE: SEE ARCH, MECH AND PLUMB FOR

DRAIN SIZE, TYPE, AND LOCATION

RADIUS = 2' - 0"

SLOPE DN SLOPE DN

REFER TO C1/S-502 FOR

SLAB SUBGRADE

INFORMATION

1/2” JOINT FILLER SEALANT &

BACKER ROD

CONC WALL

CONC SLAB-ON-GROUND

REFER TO C1/S-502 FOR

SLAB SUBGRADE

INFORMATION

3' - 0"

WALL REINF, MIN 2

CONT. BARS

CONTINUOUS WALL

FOOTING

45°

(1) #4

#4 @ RE-ENTRANT CORNERS

1'

- 6

1/2" JOINT FILLER

#4 @ 12"

REFER TO ARCH FOR

EXTERIOR WALL FINISHES

T/FTG

SEE PLAN

T/SLAB

SEE PLAN

SIDEWALK

SEE CIVIL

RE: PLAN FOR EXTENT

OF STEM WALLS AT

DOOR OPENINGS

REFER TO C1/S-502 FOR

SLAB SUBGRADE INFORMATION

VERTICAL WALL

REINF, RE: PLAN

THRESHOLD, SEE ARCH

JOINT SEALANT

1/2" PRE-FORMED

JOINT FILLER

PROTECTION BOARD,

SEE ARCH

AIR/VAPOR BARRIER,

SEE ARCH

#4 @ RE-ENTRANT CORNERS

NTSC1 SLAB-ON-GROUND

NTSC2 SLAB-ON-GROUND CONTRACTION JOINT

NTSB1 SLAB-ON-GROUND FLOOR DRAIN

NTSB2 ISOLATION JOINT @ WALLS

NTSB4 SOG @ EXTERIOR DOOR OPENINGS

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P

AR

TM

E

N T

O F

TH

E

N A

VY

N

A

VA

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

S

YS

TE

M

S C

O M

M A

N D

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

AS NOTED

1100 NORTH GLEBE ROAD

SUITE 500

ARLINGTON, VIRGINIA 22201

571.218.1000

FAX: 571.218.1600

6/

/2

8:

:5

AM

\\d c1 vs

\fe dp rj\

FD

ZE

\S

TR

U

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rv t

S-502

P-

W

EA

PO

NS

M

AG

AZ

IN

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OR

DN

AN

CE

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RA

TIO

NS

F

AC

ILI

TY

TY

PI

CA

L

SL

AB

-O N-

G

RO

UN

D

DE

TA

IL

S

LP

12894097

JH JT

05/27/2025

APPROVED BY LCDR ELIZABETH

OLOKODE NAVFAC NLON FEAD

DIRECTOR NEW LONDON, GROTEN, CT

SE

NT

RY

SMS/CWJ

1667770

GR

OT

ON

, C

ON

NE

CT

IC

UT

NA

VA

L S

UB

MA

RI

NE

B

AS

E

NE

W

LO

ND

ON

JWJ

NEK

HPN

M

ID

-A

TL

A N

TI

C

S -5

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

A

VA

L S

TA

TI

O N

N

O R

FO

LK

, V A

SY

M

DE

SC

RI

PT

IO

N

DA

TE

SPLICE BAR TO MATCH

SIZE AND SPACING OF

WALL REINFORCEMENT

TY

PI

CA

L

CL

AS

S B

LA

P

WALL

CENTERLINE

W

AL

L

CE

NT

ER

LIN

E

TY

P

2" C

OV

ER

PROVIDE ADDITIONAL BAR

MATCH SIZE OF WALL REINF 4"

1 -ADDITIONAL VERTICAL BAR AT

EACH SIDE OF CONTROL JOINT

INTERRUPT 1/2 OF HORIZONTAL

REINFORCEMENT AT CONTROL JOINT

1" DEEP FORMED JOINT

WALL

CENTERLINE

CONCRETE WALL

SEE PLAN

ROOF DECK

SEE PLAN

FASTEN DECK TO

ANGLE PER GENERAL

NOTES

CONT L6X4X5/16 (LLV)

DECK SPAN PERPENDICULAR TO WALL

EMBED PL 1/2"x12x1'-0" W/(4) - 1/2"⌀x4" HEADED

ANCHORS @ 3'-0" MAX,

CENTERED ON ANGLE 3/16

EMBED PLATE

2" 8" 2"

2" 8"

2"

TERMINATE HORIZONTAL

REINFORCEMENT AT WALL ENDS

USING 180° HOOK ORIENTED

VERTICALLY

WALL

CENTERLINE

2" COVER

ADDITIONAL BAR

AT ENDS

1 -ADDITIONAL VERTICAL BAR AT

EACH SIDE OF CONSTRUCTION JOINT

1" DEEP FORMED JOINT

WALL

CENTERLINE

CLASS B LAP SPLICE

NOTES:

1. PROVIDE 2 #4 DIAGONAL BARS AT CORNERS OF OPENINGS AND

EXTEND BAR Ld BEYOND BAR INTERSECTION.

2. PROVIDE REINFORCING EQUAL TO ONE HALF OF THE BARS CUT IN THE

SAME DIRECTION ON EACH SIDE OF OPENING BUT NOT LESS THAN 2 #4

BARS. EXTEND BARS 2'-0" PAST THE EDGE OF OPENING. OMIT THESE

BARS IF FRAMING IS PROVIDED TO SUPPORT THE OPENING.

3. DETAIL IS ONLY APPLICABLE WHERE SUPPLEMENTAL REINFORCEMENT

IS NOT SPECIFIED AT OPENINGS. REFER TO S-201 FOR ADDITIONAL

INFORMATION.

PIPE, DUCT, ETC OR INSULATION

OD SEE MEP DWGS FOR

SIZE AND LOCATION

ROUND, SQUARE, OR

RECTANGULAR OPENING

NOTE 2

NOTE 1

BRICK FACADE

SEE ARCH

CONCRETE WALL

SEE PLAN

L7x4x1/2 (LLH) EXTEND 1'-0"

BEYOND OPENING WITH

1/2"Ø SS EXPANSION

ANCHORS AT 8" SPACING

(NOTE 1)

2 1 /2"

NOTES:

1. COORDINATE PLACEMENT OF POST-INSTALLED ANCHORS SUCH THAT

NO WALL REINFORCEMENT IS DAMAGED DURING INSTALLATION. PLACE

FIRST ANCHORS 2-1/2" FROM EDGE OF SUPPORT ANGLE.

3/16

EMBED PL 1/2"x12x1'-0" W/(4) - 1/2"⌀x4" HEADED

ANCHORS @ 3'-0" MAX,

CENTERED ON ANGLE

(NOTE 1)

CONT L6X4X5/16 (LLV) W/

1/2"⌀x4" HEADED ANCHOR

@ 2'-0", CENTERED ON

ANGLE

EMBED PLATE

2" 8" 2"

2" 8"

2"

DECK SPAN PARALLEL TO WALL

NOTES:

1. ADJUST LAYOUT OF DECK SUPPORT EMBEDS WITHOUT EXCEEDING

MAXIMUM INDICATED SPACING TO PROVIDED CLEARANCE WITH BEAM

SUPPORT EMBED PER C2/S-504.

NTSC1 CONCRETE WALL AT CORNER

NTSC3 CONCRETE WALL CONTROL JOINT

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P

AR

TM

E

N T

O F

TH

E

N A

VY

N

A

VA

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

S

YS

TE

M

S C

O M

M A

N D

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

AS NOTED

1100 NORTH GLEBE ROAD

SUITE 500

ARLINGTON, VIRGINIA 22201

571.218.1000

FAX: 571.218.1600

6/

/2

8:

:0

AM

\\d c1 vs

\fe dp rj\

FD

ZE

\S

TR

U

\B

LD

G -1

-S

-B

IM

_v

_S

EN

TR

Y.

rv t

S-503

P-

W

EA

PO

NS

M

AG

AZ

IN

E

OR

DN

AN

CE

O

PE

RA

TIO

NS

F

AC

ILI

TY

TY

PI

CA

L

CO

NC

RE

TE

W

AL

L

DE

TA

IL

S

LP

12894098

JH JT

05/27/2025

APPROVED BY LCDR ELIZABETH

OLOKODE NAVFAC NLON FEAD

DIRECTOR NEW LONDON, GROTEN, CT

SE

NT

RY

SMS/CWJ

1667770

GR

OT

ON

, C

ON

NE

CT

IC

UT

NA

VA

L S

UB

MA

RI

NE

B

AS

E

NE

W

LO

ND

ON

JWJ

NEK

HPN

M

ID

-A

TL

A N

TI

C

S -5

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

A

VA

L S

TA

TI

O N

N

O R

FO

LK

, V A

NTSB2 DECK END BEARING ON CONCRETE WALL

NTSC2 CONCRETE WALL AT ENDS/JAMBS

NTSC4 CONCRETE WALL CONSTRUCTION JOINT

NTSB3 CONCRETE WALL OPENING

NTSB1 FACADE SUPPORT ANGLE AT OPENING

NTSB4 DECK END AT CONCRETE WALL

SY

M

DE

SC

RI

PT

IO

N

DA

TE

NOTE: PROVIDE SECONDARY STEEL FRAMING AROUND OPENINGS & GROUPS OF OPENINGS GREATER THAN 12" (LEAST DIMENSION).

SECONDARY STEEL

FRAMING, C8x11.5 UON

SECTION A-A

2"

SHEET METAL POUR STOP

& DECK CLOSURE, TYP

CONC SLAB ON COMPOSITE

STEEL DECK 2'

- 6 " T

YP

1 #5 EACH SIDE

1 #5 x 2'-6" EACH CORNER

STRUCTURAL STEEL BEAM,

SEE PLAN

DECK SPAN

C8 x 11.5, UON

OPEN

PROVIDE STD HOOK WHEN

THE DISTANCE BETWEEN THE

OPENING AND THE EDGE OF

CONCRETE IS LESS THAN 2'-8"

A

A

SUPPORTCL SUPPORT CL

2"

1/2"x4-1/2x0'-9" SHEAR TAB WITH (3)-3/4"

BOLTS IN SHORT SLOTTED HOLES AT 3"

GAGE SPACING (NOTE 1)

1/2"x12x1'-0" EMBEDDED WITH (4)-3/4"Øx5" LONG HEADED

STUDS

1/4

1/2" SETBACK

NOTES:

1. PROVIDE SC-A BOLTS AT CONNECTIONS ALONG GRIDLINE 2.

1 1/2"

EMBED PLATE

2" 8" 2"

2" 8"

2"

1/4

2"

RE: B4/S-503

NTSC3 OPENINGS IN CONCRETE ON STEEL DECK SLABS

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P

AR

TM

E

N T

O F

TH

E

N A

VY

N

A

VA

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

S

YS

TE

M

S C

O M

M A

N D

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

AS NOTED

1100 NORTH GLEBE ROAD

SUITE 500

ARLINGTON, VIRGINIA 22201

571.218.1000

FAX: 571.218.1600

6/

/2

8:

:0

AM

\\d c1 vs

\fe dp rj\

FD

ZE

\S

TR

U

\B

LD

G -1

-S

-B

IM

_v

_S

EN

TR

Y.

rv t

S-504

P-

W

EA

PO

NS

M

AG

AZ

IN

E

OR

DN

AN

CE

O

PE

RA

TIO

NS

F

AC

ILI

TY

TY

PI

CA

L

ST

EE

L

DE

TA

IL

S

LP

12894099

JH JT

05/27/2025

APPROVED BY LCDR ELIZABETH

OLOKODE NAVFAC NLON FEAD

DIRECTOR NEW LONDON, GROTEN, CT

SE

NT

RY

SMS/CWJ

1667770

GR

OT

ON

, C

ON

NE

CT

IC

UT

NA

VA

L S

UB

MA

RI

NE

B

AS

E

NE

W

LO

ND

ON

JWJ

NEK

HPN

M

ID

-A

TL

A N

TI

C

S -5

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

A

VA

L S

TA

TI

O N

N

O R

FO

LK

, V A

NTSC2 SLOPING STEEL BEAM AT CONCRETE WALL

SY

M

DE

SC

RI

PT

IO

N

DA

TE

A

FORMSAVERS AT

CONTRACTOR'S OPTION RE: PLAN FOR

PILASTER INFORMATION

TYPICAL

CLASS B LAP

CONSTRUCTION JOINT AT

CONTRACTOR'S OPTION

T/WALL

15' - 4"

9'-4"

FACADE

SEE ARCH

CONCRETE WALL

SEE PLAN

L7x4x1/2 (LLH) EXTEND 1'-0" BEYOND

OPENING WITH 1/2"Ø SS EXPANSION

ANCHORS AT 8" SPACING (NOTE 1)

TERMINATE VERTICAL REINFORCEMENT

USING 180° AT EACH END AT OPENING,

HOOK ORIENTED PARALLEL TO WALL

SEE S-201 FOR ADDITIONAL REINF

REQUIREMENTS

2 3 /4"

NOTES:

1. COORDINATE PLACEMENT OF POST-INSTALLED ANCHORS SUCH THAT

NO WALL REINFORCEMENT IS DAMAGED DURING INSTALLATION. PLACE

FIRST ANCHORS 2-1/2" FROM EDGE OF SUPPORT ANGLE.

5/16

TYP

RE: S-201 FOR EMBEDDED CHANNEL

TOP AND BOTTOM

T/ FTG EL

SEE PLAN

CONCRETE PILASTER,

REFER TO PLAN

ISOLATION JOINT

SOG

SEE PLAN

T/ SLAB EL

SEE PLAN

FACADE, SEE ARCH

REFER TO PLAN, TYPICAL DETAILS,

AND SCHEDULE FOR ADDITIONAL

INFORMATION

CONCRETE CURB REINFORCED

WITH #5@12" O.C. EACH WAY

5 1/2"

INSULATION

4" AIRGAP W/

8"

CONCRETE WALL BELOW,

RE: PLAN

RE: PLAN FOR

PILASTER INFORMATION

3/8"x8" CONTINUOUS PLATE

FOR FULL HEIGHT OF

OPENING WITH 1/2"Øx5"

LONG HEADED STUDS AT 8"

AT EACH SIDE OF COLUMN

A

0 2'

3/4" = 1'-0"

6" 1' 4'

1/2" = 1'-0"

1' 2' 4' 6'

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P

AR

TM

E

N T

O F

TH

E

N A

VY

N

A

VA

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

S

YS

TE

M

S C

O M

M A

N D

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

AS NOTED

1100 NORTH GLEBE ROAD

SUITE 500

ARLINGTON, VIRGINIA 22201

571.218.1000

FAX: 571.218.1600

6/

/2

8:

:0

AM

\\d c1 vs

\fe dp rj\

FD

ZE

\S

TR

U

\B

LD

G -1

-S

-B

IM

_v

_S

EN

TR

Y.

rv t

S-510

P-

W

EA

PO

NS

M

AG

AZ

IN

E

OR

DN

AN

CE

O

PE

RA

TIO

NS

F

AC

ILI

TY

SE

CT

IO

NS

D

ET

AI

LS

LP

12894100

JH JT

05/27/2025

APPROVED BY LCDR ELIZABETH

OLOKODE NAVFAC NLON FEAD

DIRECTOR NEW LONDON, GROTEN, CT

SE

NT

RY

SMS/CWJ

1667770

GR

OT

ON

, C

ON

NE

CT

IC

UT

NA

VA

L S

UB

MA

RI

NE

B

AS

E

NE

W

LO

ND

ON

JWJ

NEK

HPN

M

ID

-A

TL

A N

TI

C

S -5

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

A

VA

L S

TA

TI

O N

N

O R

FO

LK

, V A

3/4" = 1'-0"C2 CONCRETE PILASTER ABOVE OPENING

1/2" = 1'-0"C3 SILL AND HEAD SECTION CUT

3/4" = 1'-0"C1 FOUNDATION AT PILASTER

3/4" = 1'-0"C4 CONCRETE PILASTER AT OPENING

SY

M

DE

SC

RI

PT

IO

N

DA

TE

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P

AR

TM

E

N T

O F

TH

E

N A

VY

N

A

VA

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

S

YS

TE

M

S C

O M

M A

N D

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

AS NOTED

1100 NORTH GLEBE ROAD

SUITE 500

ARLINGTON, VIRGINIA 22201

571.218.1000

FAX: 571.218.1600

6/

/2

8:

:0

AM

\\d c1 vs

\fe dp rj\

FD

ZE

\S

TR

U

\B

LD

G -1

-S

-B

IM

_v

_S

EN

TR

Y.

rv t

S-601

P-

W

EA

PO

NS

M

AG

AZ

IN

E

OR

DN

AN

CE

O

PE

RA

TIO

NS

F

AC

ILI

TY

SC

HE

DU

LE

S

LP

12894101

JH JT

05/27/2025

APPROVED BY LCDR ELIZABETH

OLOKODE NAVFAC NLON FEAD

DIRECTOR NEW LONDON, GROTEN, CT

SE

NT

RY

SMS/CWJ

1667770

GR

OT

ON

, C

ON

NE

CT

IC

UT

NA

VA

L S

UB

MA

RI

NE

B

AS

E

NE

W

LO

ND

ON

JWJ

NEK

HPN

M

ID

-A

TL

A N

TI

C

S -6

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

A

VA

L S

TA

TI

O N

N

O R

FO

LK

, V A

CONCRETE WALL FOOTING SCHEDULE

MARK

SIZE (UON) BOTTOM

REINFORCEMENT

TOP

REINFORCEMENT REMARKS

WIDTH THICKNESS LONG

BARS

SHORT

BARS

LONG

BARS

SHORT

BARS

WF-1 3' - 0" 1' - 4" 5 - #4 #5@6" 5 - #4 #5@6" TERMINATE SHORT REINFORCEMENT USING STANDARD HOOK, LAP CORNER

BARS USING L-BAR WITH TENSION LAP SPLICE AT EACH END OF BAR

SY

M

DE

SC

RI

PT

IO

N

DA

TE

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P

AR

TM

E

N T

O F

TH

E

N A

VY

N

A

VA

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

S

YS

TE

M

S C

O M

M A

N D

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

AS NOTED

1100 NORTH GLEBE ROAD

SUITE 500

ARLINGTON, VIRGINIA 22201

571.218.1000

FAX: 571.218.1600

6/

/2

8:

:1

AM

\\d c1 vs

\fe dp rj\

FD

ZE

\S

TR

U

\B

LD

G -1

-S

-B

IM

_v

_S

EN

TR

Y.

rv t

S-901

P-

W

EA

PO

NS

M

AG

AZ

IN

E

OR

DN

AN

CE

O

PE

RA

TIO

NS

F

AC

ILI

TY

3D

IS

O M

ET

RI

C

VI

EW

S

LP

12894102

JH JT

05/27/2025

APPROVED BY LCDR ELIZABETH

OLOKODE NAVFAC NLON FEAD

DIRECTOR NEW LONDON, GROTEN, CT

SE

NT

RY

SMS/CWJ

1667770

GR

OT

ON

, C

ON

NE

CT

IC

UT

NA

VA

L S

UB

MA

RI

NE

B

AS

E

NE

W

LO

ND

ON

JWJ

NEK

HPN

M

ID

-A

TL

A N

TI

C

S -9

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

A

VA

L S

TA

TI

O N

N

O R

FO

LK

, V A

C1 NORTHEAST ISOMETRIC C3 SOUTHWEST ISOMETRIC

NOTE: ISOMETRICS ARE PROVIDED FOR REFERENCE ONLY. DO NOT SCALE

FOR DIMENSIONS OR USE FOR CONSTRUCTION.

SY

M

DE

SC

RI

PT

IO

N

DA

TE

DOOR NUMBER

(REFER TO DOOR SCHEDULE)

DOOR TAG

ARCHITECTURAL SYMBOLS

WINDOW TYPE LETTER

WINDOW TYPE TAG

SPECIALITY ITEM NUMBER

SPECIALITY ITEM TAG

PARTITION TYPE DESIGNATION

(REFER TO PARTITION SCHEDULE)

PARTITION TYPE TAG

PARTITION IN PLAN

ROOM

A1 A-301

ROOM TAG

DETAIL NUMBER

SHEET WHERE DRAWN

DETAIL TAG

ROOM NAME

ROOM NUMBER

A-401 INTERIOR ELEVATION

TAG

INTERIOR ELEVATION NUMBER

SHEET WHERE DRAWN

EXTERIOR ELEVATION

TAG

ELEVATION NUMBER

DIRECTION OF VIEW

SHEET WHERE DRAWN

A1 A-301

WALL / PARTIAL

BUILDING SECTION

TAG

SECTION NUMBER

SHEET WHERE DRAWN

A1 A-301

BUILDING SECTION

TAG

SECTION NUMBER

SHEET WHERE DRAWN

A1 A-301

BUILDING

NEW WORK

KEYNOTE TAG

KEYNOTE NUMBER

DEMO

KEYNOTE TAG

KEYNOTE NUMBER

A-901 PHOTOGRAPH TAG

PHOTOGRAPH NUMBER

SHEET WHERE SHOWN

A1

A-501

A1

A1

A1

B

A1

MATERIALS LEGEND

CONCRETE MASONRY UNIT

CAST-IN-PLACE CONCRETE

STEEL

BATT/LOOSE FILL INSULATION

RIGID INSULATION

WOOD - ROUGH

WOOD BLOCKING

EIFS - PAINTED

ARCHITECTURAL MASONRY

SECTION ELEVATION

CMU - PAINTED

GLAZED BLOCK

GLAZING

SPANDREL GLAZING / STEEL PANEL

CONCRETE FOUNDATION

EARTH / COMPACT FILL

POROUS FILL / GRAVEL

ARCHITECTURAL MASONRY UNIT

BRICK

GYPSUM BOARD

PLYWOOD

SAND / MORTAR / PLASTER

ACOUSTICAL TILE CEILING

CERAMIC TILE

FINISHED WOOD

PROTECTION BOARD

GENERAL SHEET NOTES

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P

AR

TM

E

N T

O F

TH

E

N A

VY

N

A

VA

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

S

YS

TE

M

S C

O M

M A

N D

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

AS NOTED

1100 NORTH GLEBE ROAD

SUITE 500

ARLINGTON, VIRGINIA 22201

571.218.1000

FAX: 571.218.1600

6/

/2

4:

:2

PM

\\d c1 vs

\fe dp rj\

FD

ZE

\A

R C

H \B

LD

G

-1

-A -B

IM

_S

EN

TR

Y.

rv t

A-001

P-

W

EA

PO

NS

M

AG

AZ

IN

E

OR

DN

AN

CE

O

PE

RA

TIO

NS

F

AC

ILI

TY

AR

CH

IT

EC

TU

RA

L

NO

TE

S

AN

D

SY

M

BO

LS

WS

12894103

PS PS

05/27/2025

APPR…