ROOM / ZONE AREA

OCCUPANCY,

ALLOWABLE AREA PER

OCCUPANT

OCCUPANCY LOAD (PEOPLE)

OCCUPANCY, TYPE

S - STORAGE

1500 SF

S 500

# : EXIT NUMBER

W: NET EXIT WIDTH (INCHES)

C: CAPACITY (PEOPLE)

P: EXIT WIDTH PER PERSON

A: ACTUAL EGRESS (PEOPLE)

SYMBOL DESCRIPTION

COMMON PATH OF TRAVEL

MAXIMUM TRAVEL DISTANCE

MTD = X'-XX"

DEAD -END CORRIDOR

DE = X'-XX"

FIRE EXTINGUISHER - ABC TYPE

EXIT LABEL#

W

C

P

A

CPT = X'-XX"

ABC

MTD1

32' - 6"

32 0.2

32 0.2

820 SF

S 500

MTD2

34' - 0"

ABCABC

APPLICABLE CODES, STANDARD, AND DESIGN CRITERIA

STANDARD TITLE REVISION DATE NOTES

UFC 1-200-01 GENERAL BUILDING REQUIREMENTS 01 OCTOBER 2020 --

UFC 3-600-01* FIRE PROTECTION ENGINEERING FOR FACILITIES --

IBC INTERNATIONAL BUILDING CODE 2018 APPLICABLE CHAPTERS PER UFC

1-200-01; MEANS OF EGRESS

SHALL BE BASED UPON THE LIFE

SAFETY CODE

NFPA 101 LIFE SAFETY CODE (LSC) 2018

* UFC 3-600-01 GENERALLY REQUIRES CONSTRUCTION ISSUES TO COMPLY WITH IBC CRITERIA AND LIFE SAFETY/EGRESS ISSUES TO MEET THE REQUIREMENTS OF LSC. CONFLICTS BETWEEN THE IBC AND LSC RELATED TO FIRE RESISTANCE ARE REQUIRED TO COMPLY WITH LSC

CRITERIA AND APPLICABLE PROVISIONS OF THE UFC CODE (UFC 3-600-01 § 2-1.1).

BUILDING DESCRIPTION

TYPE OF CONSTRUCTION IIB - NONCOMBUSTIBLE UNPROTECTED

NUMBER OF STORIES 1

BUILDING HEIGHT 15'-0"

NUMBER OF

STORIES

OCCUPANCY

AND USE

(A)

BLDG AREA PER

STORY (ACTUAL)

1 U

(B)

TABLE 506.2 AREA

(PER STORY)

(C)

AREA FOR FRONTAGE

INCREASE (100% OPEN)

(E)

ALLOWABLE AREA

825 8,500 6375 14,875 (PER STORY)

TOTAL -- 825 -- -- 14,875

ALLOWABLE AREA FOR NEW CONSTRUCTION (TYPE IIB)

ALLOWABLE HEIGHT (TYPE VB)

ALLOWABLE

(TABLE 504.3)

BUILDING HEIGHT 55'-0"

ACTUAL

15'-0"

NUMBER OF STORIES 2 1

FIRE RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS OF TYPE IIB

BUILDING BASED ON FIRE SEPARTION DISTANCE (IBC TABLE 602)

FIRE SEPARATION DISTANCE TO LOT LINE USE GROUP U

FSD < 5 FT

5FT ≥ FSD < 10FT

FSD ≥ 10FT

1 HR

1 HR

0 HR

NOTES

STRUCTURAL FRAME, INCLUDING COLUMNS,

GIRDERS, TRUSSES

BUILDING ELEMENT HOURLY RATING

REQ'D TYPE

VB

PROVIDED

BEARING WALLS

EXTERIOR

INTERIOR

NONBEARING WALLS AND PARTITIONS

EXTERIOR WALLS

*NOT LESS THAN THE FIRE RESISTANCE RATING BASED ON

THE FIRE SEPARATION DISTANCE FROM BUILDING 235

(SEE IBC TABLE 602)

*NOT LESS THAN THE FIRE RESISTANCE RATING BASED ON

THE FIRE SEPARATION DISTANCE FROM BUILDING 235

(SEE IBC TABLE 602)

FLOOR CONST. INCLUDING SUPPORTING

BEAMS AND JOISTS

ROOF CONSTRUCTION INCLUDING

SUPPORTING BEAMS AND JOISTS

EXIT ENCLOSURES

TYPE VB FIRE RESISTANCE RATINGS (IN HOURS) OF STRUCTURAL ELEMENTS

0 0

0 0

0 NA

0 0

0 0

0 0

1 NA

SHAFT ENCLOSURES 1 NA

OCCUPANCY CLASSIFICATIONS

FORK LIFT CHARGING

LSC

UTILITY

USE GROUP U

DESCRIPTION OF USE

IBC

LOW HAZARD STORAGE

(CHAPTER 42)

USE AND OCCUPANCY CLASSIFICATIONS

OCCUPANT LOAD FACTOR

(FT2/PER PERSON)

USE

STORAGE USE (IN OTHER OCCUPANCY) 500

APPLICABLE OCCUPANT LOAD FACTORS

NUMBER OF EXITS AND CAPACITY

FLOOR LEVEL

FIRST FLOOR

REQUIRED

EXIT CAPACITY

AVAILABLE

EXIT CAPACITY

NUMBER OF

EXITS REQUIRED

NUMBER OF

EXITS PROVIDED

2 2 - 36" WIDE DOORS

32" NET AVAIL EACH

1 2

COMMON PATH OF TRAVEL

• NONSPRINKLERED STORAGE OCCUPANCIES (LSC TABLE 42.2.5)

NOT LIMITED NONE

DEAD END PATH OF TRAVEL

• NONSPRINKLERED STORAGE OCCUPANCIES (LSC TABLE 42.2.5)

NOT LIMITED NONE

TOTAL TRAVEL DISTANCE

• NONSPRINKLERED STORAGE OCCUPANCIES (LSC TABLE 42.2.6)

NOT LIMITED 34'

BUILDING CODE AND LIFE SAFETY ANALYSIS

COMMON PATH, DEAD END, & TOTAL TRAVEL DISTANCE FOR STORAGE USE

REQUIRED ACTUALTRAVEL DISTANCE REQUIREMENT

05 JUNE 2021

AREA OF WORK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

M

ID

-A T

LA

N

T

IC

N A

V A

L S

T A

T

IO

N

N O

R F

O L K

V

A

AS NOTED

/3

/2

:1

:2

A

M

C

U s e rs \d a v id

.h a d d o c k \D o c u m e n ts \P

-1

-F -R d a v id

.h a d d o c k .r v t

GI101B

F O

R K

L

IF

T C

H A

R G

IN

G

L

IF

E S

A F

E T

Y -C

O D

E -S

IT

E

P L A

N

SSR

12942149

KEK DMH

F O

R K

L

IF

T C

H A

R G

IN

G

S T

A T

IO

N

MMP/SLC

1737010

Y O

R K

T O

W N

V

IR

G

IN

IA

N A

V A

L W

E A

P O

N S

S T

A T

IO

N

JWJ

CGM

HPN

M

ID

L A

N T

D C

C O

R E

G I1

B

P W

E A

P O

N M

A G

A Z

IN

E

S

GENERAL NOTES

LIFE SAFETY LEGEND

GRAPHIC SCALE(S)

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

TRAVEL DISTANCE SUMMARY

ID ACTUAL MAXIMUM

MTD1 32' - 6" NA

MTD2 34' - 0" NA

EXIT CAPACITY SCHEDULE#

EXIT

NUMBER

NET CLEAR

EXIT WIDTH

(INCHES)

EXIT WIDTH PER

PERSON (EGRESS

FACTOR)

EXIT

CAPACITY

(PEOPLE)

ACTUAL

PERSONS

USING EXIT

1 32 0.2 160 1

2 32 0.2 160 1

TOTAL 320 2

OCCUPANCY TABLE SUMMARY

USE

OCCUPIED

AREA

OCCUPANT LOAD

FACTOR (SF PER

OCCUPANT)

OCCUPANT

LOAD

1/8" = 1'-0" B3

LIFE SAFETY FLOOR PLAN - FORKLIFT CHARGING

S 820 500 2

SITE PLAN NOTES:

1. PER UFC 3-600-01 4-33.2.3 SPRINKLER AND

HYDRANT PROTECTION ARE NOT REQUIRED

FOR MUNITIONS STORAGE AREAS.

2. FORK LIFT STORAGE BLDG HAS BEEN

PROVIDED WITH MANUAL EXTINGUISHERS

AT EACH EXIT DOORWAY.

3. FORKLIFT CHARGING STATION IS MINIMUM

50 FT DIRECT LINE OF SIGHT FROM CLOSEST

MUNITION STORAGE AREA.

PLAN

NORTH

PLAN

NORTH

A. REFER TO DISCIPLINE SHEETS FOR EQUIPMENT LOCATIONS

AND CONSTRUCTION DETAILS.

1" = 80'-0" A3

CODE COMPLIANCE PLAN - FORKLIFT CHARGING

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P R

A N

E W

D R

A W

IN

G

A

D D

C H

A R

G

IN

G S

T A

/2 /2

D W

N

ACTIVITY

Approved by LCDR VINCE DEL

GRECO, ROICC with PWD YORKTOWN, via Email, -X"

X

TOP OF SLAB ELEVATION

FROM REFERENCE

ELEVATION 0'-0"

WALL GRID MARK

NEW WORK KEY NOTE

X = N FOR FOUNDATION NOTE

X = R FOR ROOF FRAMING NOTE

Y = NOTE NUMBER

XY

SLAB STEP / CHANGE

IN ELEVATION

STEPPED FOOTINGWF-X WALL FOOTING MARK

WX WALL MARK

CONCRETE MASONRY

UNIT WALL

CAST-IN-PLACE

CONCRETE

SLAB-ON-GRADE

DOWELED JOINT

TOF TOP OF FOOTING

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

M

ID

-A T

LA

N

T

IC

N A

V A

L S

T A

T

IO

N

N O

R F

O L K

V

A

AS NOTED

/3

/2

:0

:2

P

M

C U s e rs \m ig u e l.

w a lk e r\

D o c u m e n ts \P

-1

-S -R

-F O

R K

L

IF

T m ig u e l.

w a lk e r.

rv t

S-001B

S T

R U

C T

U R

A L N

O T

E S

A N

D L

E G

E N

D

CWJ

12942152

DOB MTW

03/26/2026

F O

R K

L

IF

T C

H A

R G

IN

G

S T

A T

IO

N

MMP/SLC

1737010

Y O

R K

T O

W N

V

IR

G

IN

IA

N A

V A

L W

E A

P O

N S

S T

A T

IO

N

JWJ

NEK

HPN

M

ID

L A

N T

D C

C O

R E

S -0

B

P W

E A

P O

N M

A G

A Z

IN

E

S

Approved by LCDR VINCE DEL GRECO, ROICC with PWD

YORKTOWN, via Email.

GENERAL NOTES

LEGEND

2. THIS PROJECT IS SUBJECT TO IBC 2021 SPECIAL INSPECTION REQUIREMENTS

AS MODIFIED BY UFC 3-301-01. THE STATEMENT AND SCHEDULE OF SPECIAL

INSPECTIONS, INCLUDED WITH THE PROJECT SPECIFICATIONS, DEFINE THE

SCOPE OF SPECIAL INSPECTIONS.

3. THIS PROJECT IS NOT SUBJECT TO IBC 2021 STRUCTURAL OBSERVATION

REQUIREMENTS.

4. THE STRUCTURES ASSOCIATED WITH THIS PROJECT DO NOT MEET THE

OCCUPANCY LEVELS OF INHABITED BUILDINGS. THEREFORE, THE STRUCTURES

ARE EXEMPT FROM UFC 4-010-01 ANTITERRORISM PROVISIONS.

5. COORDINATE STRUCTURAL WORK WITH WORK SHOWN ON OTHER DRAWINGS.

6. CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE. PROVIDE

MEANS AND METHODS OF CONSTRUCTION INCLUDING, BUT NOT LIMITED TO,

SHORING AND TEMPORARY BRACING TO MAINTAIN THE STRUCTURE IN A SAFE

AND STABLE CONDITION AT ALL TIMES. THE CONTRACTOR IS SOLELY

RESPONSIBLE TO DETERMINE ERECTION PROCEDURES AND SEQUENCE OF

CONSTRUCTION. UNDERTAKE NECESSARY MEASURES TO ENSURE SAFETY OF

PERSONS AND STRUCTURES AT THE SITE AND ADJACENT TO THE SITE. VISITS

TO THE SITE BY THE CONTRACTING OFFICER OR CONTRACTING OFFICER'S

REPRESENTATIVE DO NOT RELIEVE THE CONTRACTOR OF SUCH

RESPONSIBILITY.

7. IF CERTAIN FEATURES ARE NOT FULLY SHOWN OR CALLED FOR ON THE

CONTRACT DRAWINGS OR SPECIFICATIONS, THEIR CONSTRUCTION MUST BE

OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OR

CALLED FOR SUBJECT TO THE APPROVAL OF THE CONTRACTING OFFICER.

WHERE SECTIONS VARY, PROVIDE FOR SMOOTH TRANSITIONS BETWEEN THEM,

UNLESS NOTED OTHERWISE.

8. REPORT DIMENSIONAL DISCREPANCIES BETWEEN DRAWINGS TO THE

CONTRACTING OFFICER PRIOR TO BEGINNING WORK IN AFFECTED AREAS.

9. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND

SUPERVISION OF THE WORK ARE THE SOLE RESPONSIBILITY OF THE

CONTRACTOR.

10. DETAILS TITLED OR NOTED AS TYPICAL OR STANDARD APPLY NOT ONLY

WHERE SPECIFICALLY INDICATED OR REFERENCED BUT ALSO IN OTHER CASES

WHERE THE NATURE OF THE CONSTRUCTION REQUIRES THEIR USE.

DETERMINE APPLICABILITY OF TYPICAL AND STANDARD DETAILS FROM

DESCRIPTIVE TITLES OR FROM THE SIMILARITY OF A CONSTRUCTION

CONDITION WITH ANOTHER CONDITION WHERE THE DETAIL IS SPECIFICALLY

INDICATED OR REFERENCED.

1. MASONRY DESIGN FOR STRENGTH CONFORMS TO THE STRENGTH DESIGN

METHODOLOGY.

2. USE MASONRY ASSEMBLIES WITH THE FOLLOWING PROPERTIES:

A. UNITS: ASTM C90, MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900

PSI

B. MINIMUM DESIGN MASONRY ASSEMBLAGE STRENGTH, f'm = 1900 PSI

C. WEIGHT CLASSIFICATION: NORMAL WEIGHT

D. MORTAR: ASTM C270, TYPE M OR S

3. AGGREGATE FOR MORTAR: ASTM C144. AGGREGATE FAILING TO COMPLY

WITH THE ASTM C144 GRADATION REQUIREMENTS MAY BE USED PROVIDED

THE MORTAR CAN BE PREPARED TO COMPLY WITH THE ASTM C270 PROPERTY

SPECIFICATION REQUIREMENTS FOR LABORATORY PREPARED MORTAR.

4. REINFORCING STEEL:

A. BARS: ASTM A615 GRADE 60. SHOP FABRICATE BENT BARS AND BARS

WITH HOOKS.

B. MINIMUM CLEAR DISTANCE TO ANY FACE OF MASONRY UNIT OR FORMED

SURFACE: 1/2"

C. LAP CONTINUOUS HORIZONTAL AND VERTICAL REINFORCING 60 BAR

DIAMETERS.

D. PROVIDE REINFORCING STEEL DOWELS WITH STANDARD 90 DEGREE

HOOKS OF THE SAME SIZE AND SPACING AS VERTICAL REINFORCING

FROM THE SUPPORTING STRUCTURE.

E. USE STANDARD LADDER TYPE HORIZONTAL JOINT REINFORCING AT

EVERY OTHER COURSE (16 INCHES ON CENTER MAXIMUM SPACING).

BEGIN AT TOP OF FIRST BLOCK COURSE. IN ADDITION, PROVIDE

HORIZONTAL JOINT REINFORCING IN TWO JOINTS IMMEDIATELY ABOVE

AND BELOW OPENINGS. EXTEND JOINT REINFORCING 2 FEET MINIMUM

BEYOND THE OPENING JAMB ON EACH SIDE OF THE OPENING.

5. GROUT:

A. PROPERTIES: COARSE GROUT PER ASTM C476, MINIMUM COMPRESSIVE

STRENGTH = 2000 PSI, SLUMP = 8" TO 11"

B. FULLY GROUT CELLS BELOW GRADE, CELLS THAT CONTAIN REINFORCING

STEEL AND CELLS THAT CONTAIN PLATES, BOLTS OR OTHER EMBEDDED

ITEMS.

C. PROVIDE MASONRY UNITS WITH MINIMUM SPACE IN CELLS TO RECEIVE

GROUT OF 3"x 3" AND ALIGN THESE CELLS TO PROVIDE UNOBSTRUCTED

OPENINGS.

DESIGN LOADS & CRITERIA

1. RISK CATEGORY: II PER UFC 3-301-01 TABLE 2-2.

2. LIVE LOADS PER UFC 3-301-01 TABLE G-1

3. GROUND FLOOR SLAB:

A. GARAGE STORAGE UNIFORM LOAD: 100 PSF

B. UNLOADED FORKLIFT WHEEL LOAD (BASED ON DREXEL MODEL SL120

SWINGMAST): 16,710 POUNDS (1/2 AXLE LOAD)

4. ROOFS: 20 PSF UNIFORM LOAD

5. UNIFORM AND CONCENTRATED LIVE LOADS HAVE NOT BEEN APPLIED

CONCURRENTLY. WHERE BOTH UNIFORM AND CONCENTRATED LOADS ARE

INDICATED, THE SUPPORTING STRUCTURE HAS BEEN DESIGNED FOR THE LOAD

THAT PRODUCES THE GREATER LOAD EFFECTS.

6. ROOF SNOW LOAD DATA

A. GROUND SNOW LOAD: Pg = 15 PSF B. FLAT-ROOF SNOW LOAD: Pf = 12 PSF C. SNOW EXPOSURE FACTOR: Ce = 1.0 FOR PARTIALLY EXPOSED AT TERRAIN

CATEGORY B

D. SNOW LOAD IMPORTANCE FACTOR: IS = 1.00

E. THERMAL FACTOR: Ct = 1.0

7. WIND DESIGN DATA

A. BASIC DESIGN WIND SPEED: 115 MPH

B. ALLOWABLE STRESS DESIGN WIND SPEED: 89 MPH

C. WIND EXPOSURE CATEGORY: C

D. INTERNAL PRESSURE COEFFICIENT: +/- 0.55

E. ENCLOSURE CLASSIFICATION: PARTIALLY ENCLOSED

F. TOPOGRAPHIC FACTOR: 1.0

G. REFER TO COMPONENTS AND CLADDING PRESSURE NOTES ON S-002B FOR

BASIC DESIGN WIND PRESSURES APPLIED TO EXTERIOR COMPONENT AND

CLADDING MATERIALS NOT SPECIFICALLY DESIGNED BY THE REGISTERED

DESIGN PROFESSIONAL RESPONSIBLE FOR THE DESIGN OF THE

STRUCTURE.

8. EARTHQUAKE DESIGN DATA (PER THE GEOTECHNICAL REPORT)

A. SEISMIC IMPORTANCE FACTOR: IE = 1.00

B. MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETERS:

SS = 0.109g, S1 = 0.0425g

C.SITE CLASS: D

D.SHORT-PERIOD SITE COEFFICIENT: Fa = 1.6 E.LONG-PERIOD SITE COEFFICIENT: Fv = 2.4

F. DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETERS:

SDS = 0.116g, SD1 = 0.068g

G.SEISMIC DESIGN CATEGORY: A

H.BASIC SEISMIC FORCE-RESISTING SYSTEM: BEARING WALL SYSTEM WITH

ORDINARY REINFORCED MASONRY SHEAR WALLS

I. DESIGN BASE SHEAR: XXXX KIPS

J. SEISMIC RESPONSE COEFFICIENT: Cs = 0.057

K.RESPONSE MODIFICATION COEFFICIENT: R = 2

L. ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE ANALYSIS

M.THE ASCE 7-16 SEISMIC DESIGN REQUIREMENTS FOR BUILDINGS DO NOT

APPLY TO THIS BUILDING SINCE IT HAS BEEN ASSIGNED TO SEISMIC

DESIGN CATEGORY A.

9. ROOF RAIN LOAD DATA

RAIN INTENSITY: i = 3.5 INCH/HOUR FOR 60-MINUTE DURATION / 100-YEAR

RETURN PERIOD STORM

10.NOTIONAL LOADS FOR GENERAL STRUCTURAL INTEGRITY:

LOAD PATH CONNECTIONS: 5% OF THE CONNECTED PORTION'S WEIGHT

LATERAL FORCES: DESIGN LATERAL FORCE APPLIED AT A STORY EQUAL

TO 1% OF THE PORTION OF THE TOTAL DEAD LOAD OF THE STRUCTURE

LOCATED OR ASSIGNED TO A LEVEL.

CONNECTION TO SUPPORTS: 5% OF THE UNFACTORED DEAD LOAD PLUS

LIVE LOAD REACTION IMPOSED BY THE SUPPORTED MEMBER ON THE

SUPPORTING MEMBER.

ANCHORAGE OF STRUCTURAL WALLS: STRENGTH LEVEL HORIZONTAL

FORCE PERPENDICULAR TO THE PLANE OF THE WALL EQUAL TO 20% OF

THE WEIGHT OF THE WALL TRIBUTARY TO THE CONNECTION, BUT NOT

LESS THAN 5 PSF.

UNIT MASONRY

CAST-IN-PLACE CONCRETE

1. CONCRETE: NORMAL WEIGHT WITH A 4000 PSI MINIMUM 28-DAY COMPRESSIVE

STRENGTH.

2. FORMWORK:

A. COORDINATE CONCRETE WORK WITH THE PLACEMENT OF PIPING,

INSERTS, FLOOR DRAINS, CHAMFER STRIPS, REGLETS AND OTHER

EMBEDDED ITEMS.

B. ACCURATELY PLACE, SUPPORT AND SECURE EMBEDDED ITEM SUCH AS

ANCHOR RODS AND WELD PLATES BEFORE PLACING CONCRETE TO

PREVENT DISPLACEMENT OF EMBEDDED ITEM BEYOND PERMITTED

TOLERANCES.

C. SLEEVE PIPING OR UTILITIES PASSING THROUGH CONCRETE TO MAINTAIN

1" CLEAR ALL AROUND, UNLESS NOTED OTHERWISE. REFER TO OTHER

DISCIPLINE DRAWINGS FOR SLEEVE DETAILS. PROVIDE MEASURES TO

ENSURE THAT SLEEVES REMAIN FREE OF DEBRIS AND WATER DURING

CONSTRUCTION.

D. PROVIDE 3/4" CHAMFER STRIPS ON EDGES OF EXPOSED CONCRETE,

UNLESS NOTED OTHERWISE.

E. WITH THE EXPLICIT PRIOR APPROVAL IN WRITING OF THE CONTRACTING

OFFICER, FOOTINGS FOR SHALLOW FOUNDATIONS MAY BE EARTH-FORMED

USING UNDISTURBED NATIVE SOIL. PROVIDE A MINIMUM EXCAVATION

WIDTH 4" GREATER THAN INDICATED.

1. SHALLOW FOUNDATION SETTLEMENT LIMIT: NOT TO EXCEED AN ANGULAR

DISTORTION OF 1/500 DIFFERENTIAL OR 1-INCH TOTAL.

2. CONCRETE ROOF FRAMING DEFLECTION LIMIT:

A. L/180 FOR IMMEDIATE DEFLECTION DUE TO LIVE LOAD.

3. BUILDING LATERAL DRIFT: H/480 BASED ON AN ALLOWABLE STRESS DESIGN

WIND SPEED WITH A 10 YEAR MEAN RECURRENCE INTERVAL (0.42 TIMES THE

BASIC COMPONENT AND CLADDING LOADS):

4. WIND INDUCED DEFLECTION LIMITS FOR FRAMING SUPPORTING EXTERIOR

WALL FINISHES BASED ON AN ALLOWABLE STRESS DESIGN WIND SPEED

WITH A 10 YEAR MEAN RECURRENCE INTERVAL (0.42 TIMES THE BASIC

COMPONENT AND CLADDING LOADS):

A. L/240 FOR INSULATED METAL PANEL

B. L/600 DEFLECTION LIMIT FOR MASONRY VENEER SKIRT DOES NOT

CONTROL

SERVICEABILITY LIMITS

GEOTECHNICAL INFORMATION

1. THE INFORMATION PROVIDED IN THE REPORT TITLED 'FINAL GEOTECHNICAL

REPORT MILCON PROJECT P-171 WON 1737010 WEAPONS MAGAZINES, PHASE 3

YORKTOWN NAVAL WEAPONS STATION, YORKTOWN, VA', PREPARED BY

NAVFAC MIDLANT, AND DATED SEPTEMBER 18, 2023 HAS BEEN USED FOR THE

DESIGN OF THE FOUNDATIONS.

2. SITE PREPARATION

A. EXCAVATE, FILL, AND BACKFILL IN ACCORDANCE WITH THE CONTRACT

DRAWINGS AND SPECIFICATIONS.

B. DO NOT INSTALL FOUNDATION WORK UNTIL IT HAS BEEN COORDINATED

WITH ADJACENT UNDERGROUND UTILITIES. SLEEVE OR LOWER FOOTINGS

WHERE REQUIRED. INSTALL UTILITIES PERPENDICULAR TO WALL

FOOTINGS.

C. DO NOT PLACE BACKFILL IN AN UNBALANCED MANNER AGAINST

FOUNDATION WALLS UNLESS WALLS ARE SECURELY BRACED AGAINST

OVERTURNING, EITHER BY TEMPORARY CONSTRUCTION BRACING OR BY

PERMANENT CONSTRUCTION.

D. PROVIDE A 6 INCH LAYER OF VDOT NO. 57 STONE BELOW THE FOOTINGS.

3. SOIL AND SITE CHARACTERISTICS

A. MODULUS OF SUBGRADE REACTION: 100 PCI FOR GROUND LEVEL SLAB

UPON FIRM NATURAL SOIL OR WELL-COMPACTED STRUCTURAL FILL

MATERIAL

4. SHALLOW FOUNDATIONS

A. NET ALLOWABLE SOIL BEARING PRESSURE: 1,500 PSF

B. FACTOR OF SAFETY: 2.0 FOR SLIDING AND OVERTURNING STABILITY

C. PRIOR TO PLACING FOUNDATION CONCRETE AND REINFORCEMENT, ALLOW

SPECIAL INSPECTOR/GEOTECHNICAL ENGINEER TO INSPECT FOUNDATION

EXCAVATIONS TO EXPLORE THE EXTENT OF ANY POSSIBLE LOOSE, SOFT,

EXPANSIVE, OR OTHERWISE GEOTECHNICALLY UNSUITABLE SUBGRADE

CONDITIONS AND TO VERIFY THE DESIGN BEARING PRESSURE.

GEOTECHNICAL ENGINEER WILL PROVIDE DIRECTION TO CORRECT

UNSUITABLE SUBGRADE SUBJECT TO REVIEW AND APPROVAL BY THE

CONTRACTING OFFICER.

D. FROST PENETRATION DEPTH IS 9 INCHES BELOW FINISH SITE GRADES.

SUBJECT TO REVIEW AND APPROVAL OF THE CONTRACTING OFFICER,

LOWER FOOTINGS BASED ON ACTUAL SITE CONDITIONS TO MAINTAIN

BOTTOM OF EXTERIOR FOUNDATIONS A MINIMUM OF 9 INCHES BELOW

FINAL SITE GRADES.

1. UFC 1-200-01 (01 SEPTEMBER 2022), DOD BUILDING CODE, IS THE

FOUNDATIONAL DOCUMENT FOR THE DESIGN OF THE STRUCTURAL SYSTEM

FOR THIS PROJECT. BELOW ARE CORE UFC, CONSENSUS BUILDING CODES

AND STANDARDS USED FOR THE DESIGN OF THE STRUCTURAL SYSTEM:

CORE UNIFIED FACILITIES CRITERIA:

UFC 3-301-01 (1 OCTOBER 2019 CHANGE 1, 4 FEBRUARY 2022):

STRUCTURAL ENGINEERING

UFC 3-320-06A (1 MARCH 2005): CONCRETE FLOOR SLABS ON GRADE

SUBJECTED TO HEAVY LOADS

CONSENSUS BUILDING CODES AND STANDARDS:

GENERAL:

IBC 2021: INTERNATIONAL BUILDING CODE

ASCE 7-16, WITH SUPPLEMENT 1: AMERICAN SOCIETY OF CIVIL

ENGINEERS, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER

STRUCTURES

CONCRETE:

ACI 318-19: AMERICAN CONCRETE INSTITUTE, BUILDING CODE

REQUIREMENTS FOR STRUCTURAL CONCRETE

MASONRY

TMS 402-2022: BUILDING CODE FOR MASONRY STRUCTURES

TMS 602-2022: SPECIFICATION FOR MASONRY STRUCTURES

METALS:

ANSI/AISC 360-22: AMERICAN INSTITUTE OF STEEL CONSTRUCTION,

SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS

AWS D1.1-2015: AMERICAN WELDING SOCIETY, STRUCTURAL

WELDING CODE – STEEL

CAST-IN-PLACE CONCRETE CONTINUED

3. REINFORCING STEEL:

A. BARS: ASTM A615 GRADE 60. SHOP FABRICATE BENT BARS AND BARS WITH

HOOKS.

B. WELDED WIRE REINFORCEMENT: ASTM A1064, SHEET TYPE. DO NOT USE

ROLL TYPE.

C. DETAIL AND PLACE REINFORCEMENT IN ACCORDANCE WITH THE

AMERICAN CONCRETE INSTITUTE ACI SP-66, ACI 301 AND ACI 318, AND THE

CONCRETE REINFORCING STEEL INSTITUTE CRSI MANUAL OF STANDARD

PRACTICE.

D. UNLESS NOTED OTHERWISE, USE THE FOLLOWING MINIMUM CONCRETE

CLEAR COVER OVER REINFORCEMENT:

a. CONCRETE CAST AGAINST EARTH OR EXPOSED TO EARTH OR

WEATHER: 3"

b. ELEVATED SLABS: 1"

E.UNLESS NOTED OTHERWISE, USE A 44 BAR DIAMETER EMBEDMENT AND

LAP SPLICE LENGTH.

F. MINIMUM STANDARD HOOK EMBEDMENT LENGTHS: 16 BAR DIAMETERS

G.HOOK EMBEDMENT IS THE MINIMUM STRAIGHT LINE DISTANCE FROM THE

CRITICAL SECTION OF THE BAR TO THE FARTHEST EDGE OF THE HOOK.

4. JOINTS:

A.LOCATE CONSTRUCTION, CONTRACTION, ISOLATION, EXPANSION, AND

OTHER JOINTS AS INDICATED OR SPECIFIED, OR OTHERWISE APPROVED BY

THE CONTRACTING OFFICER.

B.CLEAN SURFACES OF HORIZONTAL AND VERTICAL CONSTRUCTION JOINTS

TO REMOVE LAITANCE AND EXPOSE CLEAN COARSE AGGREGATE SOLIDLY

EMBEDDED IN MORTAR MIX. THOROUGHLY CLEAN AND WET SURFACE OF

CONSTRUCTION JOINTS JUST PRIOR TO DEPOSITING CONCRETE.

POST INSTALLED ANCHORS

1. ALL ADHESIVE ANCHOR INSTALLATIONS WILL COMPLY WITH MANUFACTURER’S

WRITTEN INSTRUCTIONS AND SPECIFICATIONS, INCLUDING ICC-ES REPORTS.

THE FOLLOWING INSTRUCTIONS ARE MINIMUM REQUIREMENTS AND DO NOT

SUPERSEDE ANY INSTRUCTIONS OR REQUIREMENTS FROM THE CONTRACTOR’S

SELECTED MANUFACTURER. CONTRACTOR TO SUBMIT SELECTED ANCHOR

PRODUCT FOR REVIEW AND APPROVAL.

2. DUST WILL BE BLOWN FROM THE HOLE WITH COMPRESSED AIR TO ENSURE

PROPER ANCHOR SEATING DEPTH AND TO PROVIDE A CLEAN BONDING

SURFACE. ADDITIONALLY, THE HOLE WILL BE BRUSHED WITH A NYLON BRUSH

THEN BLOWN AGAIN WITH COMPRESSED AIR.

3. ADHESIVE WILL ONLY BE APPLIED TO DRY SURFACES.

4. BASE MATERIAL TEMPERATURE MUST BE IN ACCORDANCE WITH

MANUFACTURER INSTRUCTIONS AT TIME OF INSTALLATION.

5. WHEN INSTALLING EPOXY ANCHORS INTO MASONRY, ANCHORS WILL BE

INSTALLED IN SOLID GROUTED CELLS ONLY. CONTRACTOR TO AVOID

DAMAGING REINFORCING DURING INSTALLATION.

6. CHEMICAL ANCHOR SYSTEMS:

a. CONCRETE: USE ONLY ADHESIVE ANCHOR SYSTEMS THAT HAVE BEEN

ISSUED AN ICC-ES REPORT IN ACCORDANCE WITH PROVISIONS OF ICC-ES

AC308. ANCHOR SYSTEM SHOULD BE APPROVED FOR USE IN CRACKED

CONCRETE AND SEISMIC DESIGN CATEGORIES A-F PER SECTION 2.0 OF THE

ICC-ES EVALUATION SERVICES REPORT. ANCHOR SYSTEM WILL BE INSTALL

PER REQUIREMENTS OF THE ICC-ES EVALUATION SERVICES REPORT FOR

SPECIFIC ANCHOR, AND AS REQUIRED BY THE MANUFACTURER.

b. GROUT-FILLED MASONRY UNITS: USE ONLY ADHESIVE ANCHOR SYSTEMS

THAT HAVE BEEN ISSUED AN ICC-ES REPORT IN ACCORDANCE WITH

PROVISIONS OF ICC-ES AC58. ANCHOR SYSTEMS WILL BE INSTALLED PER

REQUIREMENTS OF ICC-ES EVALUATION SERVICES REPORT FOR THE

SPECIFIC ANCHOR, AND AS REQUIRED BY THE MANUFACTURER.

7. REMOVE GREASE, OIL, RUST, AND ANY OTHER LAITANCE FROM RODS AND

DOWELS PRIOR TO INSTALLATION.

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P R

SLOPED CONCRETE

SLAB-ON-GRADE

REINFORCED CONCRETE

MASONRY UNIT WALL

BACKING UP INSULATED

METAL WALL PANELS

OVERHEAD DOOR OPENING

OVERHEAD DOOR OPENING

OVERHEAD DOOR OPENING

REINFORCED CONTINUOUS

CONCRETE WALL FOOTING

TURNED DOWN SLAB

EDGE AT DOOR OPENINGS

SOLID GROUTED

CONCRETE MASONRY UNIT

FOUNDATION WALL UNDER

MASONRY VENEER.

INSULATION NOT SHOWN

PERSONNEL DOOR OPENING

STEP AT

OVERHEAD DOOR

BOLLARD

CONCRETE

EQUIPMENT PAD

SLOPED REINFORCED

CONCRETE ROOF SLAB

REINFORCED CONCRETE

MASONRY UNIT WALL

BACKING UP INSULATED

METAL WALL PANELS

CANTILEVERED SLAB

OVERHANG AROUND

ROOF PERIMETER

ROOF OPENING FOR

MECHANICAL VENT

ROOF OPENING FOR

MECHANICAL VENT

STEP TOP OF WALL

FOR ROOF SLOPE

DESIGN WIND PRESSURES FOR ROOF COMPONENTS (PSF)

COMPONENT TRIBUTARY AREA (SQFT)

ROOF

ZONE

DESIGN WIND PRESSURES FOR WALL COMPONENTS (PSF)

COMPONENT TRIBUTARY AREA (SQFT)WALL

ZONE

+20

1. USE WIND PRESSURES BELOW FOR THE DESIGN OF COMPONENTS AND

CLADDING ELEMENTS OR RETAIN A PROFESSIONAL ENGINEER TO

DETERMINE WIND PRESSURES FOR SPECIFIC EFFECTIVE WIND AREAS.

2. REFER TO DESIGN LOADS AND CRITERIA NOTES ON S-001 FOR WIND LOAD

DESIGN CRITERIA.

3. WIND PRESSURES ARE STRENGTH LEVEL VALUES BASED ON THE BASIC

DESIGN WIND SPEED (WIND LOAD FACTOR = 1.0). MULTIPLY PRESSURES

BY 0.6 WHEN USING ALLOWABLE STRESS DESIGN METHODOLOGY.

4. PRESSURE ARE GROSS VALUES, DO NOT INCLUDE DEAD LOADS AND ARE

TABULATED IN POUNDS PER SQUARE FOOT (PSF).

5. FOR ROOFS AND WALLS, PLUS AND MINUS SIGNS SIGNIFY PRESSURES

ACTING TOWARD AND AWAY FROM THE SURFACES, RESPECTIVELY.

6. DESIGN COMPONENTS AND CLADDING FOR THE MAXIMUM POSITIVE AND

NEGATIVE WIND PRESSURES.

7. FOR COMPONENTS AND CLADDING NOT AFFECTED BY INTERNAL

PRESSURE SUCH AS METAL WALL PANELS ATTACHED TO THE EXTERIOR

SURFACES OF CONCRETE WALLS, DEDUCT 5 PSF INTERNAL PRESSURE

FROM THE ABSOLUTE PRESSURE VALUES TABULATED BELOW EXCEPT DO

NOT REDUCE BELOW 16 PSF.

8. LINEAR INTERPOLATION IS PERMITTED FOR INTERMEDIATE EFFECTIVE

WIND AREAS.

9. BUILDING ZONES ARE DEFINED IN ASCE 7-16 FIGURES 30.3-1 FOR WALLS,

30.3-5B FOR ROOFS.

10. FOR DESIGN OF DEFLECTION-CONTROLLED COMPONENTS AND CLADDING,

MULTIPLY DESIGN WIND PRESSURES BY 0.42 TO CONVERT LOADING TO

ALLOWABLE STRESS DESIGN VALUES FOR A 10-YEAR MEAN RETURN

INTERVAL.

-38

+20 -44

+20 -71

+18 -35

+18 -38

+18 -58

+17 -34

+17 -36

+17 -52

+17 -34

+17 -36

+17 -52

+32 -34

+32 -40

+28 -30

+28 -33

+27 -29

+27 -31

+26 -28

+26 -26

WHEEL BASE

89" STEER WHEEL

UNLOADED = 12,460 LBS

LOADED = 15,050 LBS

DRIVE AXLE

UNLOADED = 4,800 LBS

LOADED = 14,210 LBS

NOTES:

1. LOADS BASED ON COMBILIFT FORKLIFT MODEL C12000ET

2. RATED CAPACITY = 12,000 LBS

3. OVERALL WIDTH (WIDE TREAD) = 90.4"

4. FRONT WHEEL LOAD = 1/2 AXLE LOAD

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

M

ID

-A T

LA

N

T

IC

N A

V A

L S

T A

T

IO

N

N O

R F

O L K

V

A

AS NOTED

/3

/2

:0

:2

P

M

C U s e rs \m ig u e l.

w a lk e r\

D o c u m e n ts \P

-1

-S -R

-F O

R K

L

IF

T m ig u e l.

w a lk e r.

rv t

S-002B

D

R E

P R

E S

E N

T A

T

IO

N

CWJ

12942153

DOB MTW

03/26/2026

F O

R K

L

IF

T C

H A

R G

IN

G

S T

A T

IO

N

MMP/SLC

1737010

Y O

R K

T O

W N

V

IR

G

IN

IA

N A

V A

L W

E A

P O

N S

S T

A T

IO

N

JWJ

NEK

HPN

M

ID

L A

N T

D C

C O

R E

S -0

B

P W

E A

P O

N M

A G

A Z

IN

E

S

Approved by LCDR VINCE DEL GRECO, ROICC with PWD

YORKTOWN, via Email.

A. REFER TO S-001B FOR GENERAL NOTES AND LEGEND.

B. THE 3D REPRESENTATION IS FOR GENERAL INFORMATION ONLY AND

DOES NOT REPRESENT A COMPLETE AND DETAILED REPRESENTATION OF

THE STRUCTURE. REFER TO FOUNDATION AND FRAMING PLANS,

ENLARGED SECTIONS AND DETAILS AND MISCELLANEOUS DETAILS FOR

MORE DETAILED INFORMATION NOT SHOWN IN THE 3D REPRESENTATION.

C. ARCHITECTURAL AND OTHER NON-STRUCTURAL ELEMENTS ARE NOT

SHOWN IN THE 3D REPRESENTATION.

3D REPRESENTATION GENERAL NOTES

NOT TO SCALE

A1

3D REPRESENTATION

COMPONENTS AND CLADDING PRESSURES

FORKLIFT AXLE LOADS AND GEOMETRY

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

A. REFER TO S-001B FOR GENERAL NOTES AND PLAN LEGEND AND S-501B

FOR TYPICAL SLAB-ON-GRADE AND FOUNDATION DETAILS.

B. ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS ARE RELATIVE TO

A REFERENCE ELEVATION OF 0'-0" REFER TO CIVIL DRAWINGS FOR

CORRESPONDING ELEVATION.

C. TOP OF FOOTING ELEVATIONS ARE 1'-4" BELOW REFERENCE ELEVATION

0'-0" UNLESS NOTED OTHERWISE.

D. PROVIDE TERMITE TREATMENT DIRECTLY ON THE EXPOSED COMPACTED

BUILDING PAD SUBGRADE SOIL.

A

B

A1 S-401B

WF3.0

WF3.0

W F

3.

W F

3.

A2 S-401B

A3 S-401B

A4 S-401B

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

42' - 0"

3'

4" 3'

4"

W1

W2

TYP

W1

W1

A4 S-401B

W2

-2 5/8" -2 5/8"

-2 5/8"

-3 1/2"

3/

/ 1

2"

-3 1/2" -2 5/8" -3 1/2" -2 5/8"

-4 1/4" -4 1/4"

TYP

TYP

6 6

TYP

10"

-4"-3 1/2"

8" 1'

8"

10" 1' - 4"

1'

4"

1' - 4"

S-502B A3

0" 0" 0"0"

S-502B A3

SIM

-2 5/8"

-2 5/8"

-3 1/4"-3 1/4"

-3 1/4"-3 1/4"

-3 1/4"-3 1/4"

-4 1/4" -4 1/4" -4 1/4" -4 1/4"

-3 1/2"

S-502B A3

SIM

2'

5"

3' - 2"

1'

1'

5' - 4"

2'

5"

3' - 6"

[TOF -3'-4"]

[TOF -4'-8"]

[TOF -3'-4"]

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

M

ID

-A T

LA

N

T

IC

N A

V A

L S

T A

T

IO

N

N O

R F

O L K

V

A

AS NOTED

/3

/2

:0

:2

P

M

C U s e rs \m ig u e l.

w a lk e r\

D o c u m e n ts \P

-1

-S -R

-F O

R K

L

IF

T m ig u e l.

w a lk e r.

rv t

S-101B

F O

U N

D A

T

IO

N A

N D

G R

O U

N D

F L O

O R

P L A

N

CWJ

12942154

DOB MTW

03/26/2026

F O

R K

L

IF

T C

H A

R G

IN

G

S T

A T

IO

N

MMP/SLC

1737010

Y O

R K

T O

W N

V

IR

G

IN

IA

N A

V A

L W

E A

P O

N S

S T

A T

IO

N

JWJ

NEK

HPN

M

ID

L A

N T

D C

C O

R E

S -1

B

P W

E A

P O

N M

A G

A Z

IN

E

S

Approved by LCDR VINCE DEL GRECO, ROICC with PWD

YORKTOWN, via Email.

1 8-INCH CONCRETE SLAB-ON-GRADE REINFORCED WITH #5 BARS 16 OC

SPACING EACH WAY ON VAPOR RETARDER AND 12-INCH DEEP POROUS

FILL.

SLAB SLOPE VALUES ARE NOMINAL. ACTUAL SLOPE VALUES ARE VALUES

RESULTING FROM THE ACTUAL TOP OF SLAB ELEVATIONS INDICATED.

2 SLAB-ON-GRADE DOWELED JOINT. REFER TO DETAILS ON S-501B.

3 GRID LINE AND FACE OF MASONRY VENEER.

4 FREE STANDING INTERIOR CONCRETE EMBEDDED BOLLARD - REFER TO

TYPICAL BOLLARD DETAIL ON S-502B. REFER TO ARCHITECTURAL

DRAWINGS FOR BOLLARD LOCATION WITHIN BUILDING LIMITS.

COORDINATE BOLLARD PLACEMENT WITH BUILDINGS FOUNDATIONS AND

PAVEMENT.

5 BOLLARD AT OVERHEAD DOORS - REFER TO TYPICAL BOLLARD DETAIL ON

S-502B. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS WITHIN

BUILDING LIMITS. COORDINATE BOLLARD PLACEMENT WITH BUILDINGS

FOUNDATIONS.

6 CONCRETE EQUIPMENT PAD. REFER TO S-501B FOR DETAIL.

7 STEP WALL FOOTING TO AN ELEVATION LOWER THAN ELECTRICAL DUCT

BANK. REFER TO B1/S-501B, TYPICAL FOOTING DETAILS AND C3/S-502B,

TYPICAL CONCRETE MASONRY BOND BEAM LINTEL DETAIL. REFER TO

ELECTRICAL SITEWORK DRAWINGS FOR DUCT BANK LOCATION.

GENERAL SHEET NOTES

3/8" = 1'-0" A1

FOUNDATION AND GROUND FLOOR PLAN

PLAN

NORTH

0' 2' 4' 6'

WALL FOOTING SCHEDULE

MARK

DIMENSIONS

REINFORCINGWIDTH DEPTH

WF3.0 3' - 0" 1' - 2" (5)-#5 CONTINUOUS TOP AND BOTTOM WITH #4 TIES AT 1'-6" ON

CENTER

MASONRY WALL SCHEDULE

MARK CMU WIDTH

REINFORCING

NOTESVERTICAL HORIZONTAL

W1 8" #5 AT 4'-0" OC (2)-#5 CONTINUOUS AT LOCATIONS INDICATED. 1

W2 12" #5 AT 1'-4" OC (2)-#5 CONTINUOUS AT LOCATIONS INDICATED. 1, 2 AND 3

NOTES:

1. AT SIDE AND REAR WALLS, PLACE TOP OF CONTINUOUS BOND BEAMS AT ELEVATIONS 2'-0", 6'-0", AND 10'-0".

AT SIDE WALLS, PLACE STEPPED BOND BEAM AT TOP OF STEPPED WALL. REFER TO SECTION FOR DETAILS.

2. PLACE TOP OF CONTINUOUS BOND BEAMS AT ELEVATIONS 2'-0" AND 15'-4" AND PLACE 24" DEEP CONTINUOUS BOND BEAM LINTEL AT HEAD OF OVERHEAD DOOR OPENINGS. REFER TO SECTIONS FOR DETAILS.

3. AT 1'-4" LONG SECTIONS OF WALLS, AT EACH SIDE OF OVERHEAD DOOR OPENINGS, PLACE (2) #5 BAR VERTICAL

REINFORCING BARS IN EACH CELL. REFER TO DETAIL 4 ON S-502B.

KEYNOTES

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

A. REFER TO S-001B FOR GENERAL NOTES AND PLAN LEGEND AND S-501B

FOR TYPICAL WALL AND ROOF SLAB DETAILS.

A

B

A1 S-401B

A3 S-401B

A4 S-401B

A4 S-401B

1 2

3"

A2 S-401B

6"

2'

6"

3' - 8"

MASONRY LINTEL OPENING

10' - 8" 1' - 4"

MASONRY LINTEL OPENING

10' - 8" 1' - 4"

MASONRY LINTEL OPENING

10' - 8" 3' - 8"

6" 42' - 0" 6"

3'

4"

3'

4"

TYP

TYP

3'

4" 3'

4"

2'

0" 3'

4"

2'

0" 3'

4"

2'

0"

16' - 8"

6' - 4"

REINFORCED CMU WALL BENEATH

ROOFING ASSEMBLY LAYOUT CENTERLINE

EQUAL EQUAL

2'

0" 4'

0"

DIAGONAL STACK BRACE

CONNECTOR ANCHORED TO

REINFORCED CONCRETE

SLAB. SEE DETAIL C5/A-502B

3' - 2" 3' - 2"

15' - 4"

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

M

ID

-A T

LA

N

T

IC

N A

V A

L S

T A

T

IO

N

N O

R F

O L K

V

A

AS NOTED

/3

/2

:0

:3

P

M

C U s e rs \m ig u e l.

w a lk e r\

D o c u m e n ts \P

-1

-S -R

-F O

R K

L

IF

T m ig u e l.

w a lk e r.

rv t

S-102B

F R

A M

IN

G

P L A

N

R O

O F

CWJ

12942155

DOB MTW

03/26/2026

F O

R K

L

IF

T C

H A

R G

IN

G

S T

A T

IO

N

MMP/SLC

1737010

Y O

R K

T O

W N

V

IR

G

IN

IA

N A

V A

L W

E A

P O

N S

S T

A T

IO

N

JWJ

NEK

HPN

M

ID

L A

N T

D C

C O

R E

S -1

B

P W

E A

P O

N M

A G

A Z

IN

E

S

Approved by LCDR VINCE DEL GRECO, ROICC with PWD

YORKTOWN, via Email.

GENERAL SHEET NOTES

3/8" = 1'-0" A1

FRAMING PLAN - ROOF

1 8-INCH CONCRETE SLAB REINFORCED WITH #5 AT 12" ON CENTER EACH

DIRECTION TOP AND BOTTOM. TERMINATE TOP REINFORCING WITH

STANDARD 90-DEGREE HOOKS EACH END. PLACE REINFORCING PARALLEL

TO NUMBERED GRID LINES IN OUTER LAYER.

2 COORDINATE SIZE AND UNDERSLAB SUPPORT WITH MECHANICAL

OPENING FOR MECHANICAL VENT. REFER TO S-501B FOR SLAB OPENING

REINFORCING DETAIL.

3 EDGE OF CONCRETE ROOF SLAB OVERHANG.

4 FACE OF METAL WALL PANEL BELOW.

5 MASONRY WALL STEPS AT WALLS PARALLEL TO ROOF SLAB SLOPE. TURN

DOWN ROOF SLAB TO TOP OF STEPPED WALL.

6 8" DEEP BOND BEAM LINTEL AT HEAD OF DOOR OPENING. REINFORCED

WITH (2) #5 BOTTOM. BEAR LINTEL 8" EACH END.

PLAN

NORTH

0' 2' 4' 6'

KEYNOTES

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

GROUND FLOOR

0' - 0"

ROOF LOW BEARING

10' - 0"

B

ROOF - HIGH BEARING

15' - 4"

ROOF SLAB EDGE GRID LINE /

EXTERIOR FACE OF

MASONRY VENEER

INTERIOR FACE

OF CMU WALL

CONTINUOUS 8" DEEP BOND

BEAMS REINFORCED WITH (2)

#4 CONTINUOUS BOTTOM

12" REINFORCED

CMU WALL

VERTICAL WALL

REINFORCING

TOP OF OVERHEAD

DOOR ROUGH

OPENING

CONCRETE WALL

FOOTING

VAPOR RETARDER

POROUS FILL

COMPACTED

SUBGRADE

CONCRETE

SLAB-ON-GRADE

SLOPE

GALVANIZED

L2 1/2 X 2 1/2 X 1/4 WITH

1/2"Ø X 4" LONG

HEADED STUDS AT 24"

ON CENTER ALONG

DOOR SILL

TURNED DOWN

SLAB EDGE AT DOOR

CONTINUE VAPOR RETARDER

UNDER SLAB EDGE

WALL BEYOND

OVERHEAD DOOR

ROOF FINISH

MASONRY

VENEER BEYOND

PRECAST

BAND BEYOND

METAL WALL

PANEL BEYOND

METAL WALL PANEL

2' - 6"

SITE PAVEMENT

CONTINUOUS 24" DEEP BOND

BEAM LINTEL REINFORCED

WITH (2) #5 TOP AND BOTTOM

FULL LENGTH OF FRONT WALL

6"

EDGE OF

STEP / ANGLE

REINFORCED

CONCRETE

ROOF SLAB

3/4"

CHAMFER

1"

WORKING POINT AT

UNDERSIDE OF SLAB

AND FACE OF CMU

BOLLARD BEYOND

NOTE:

REFER TO OTHER SECTIONS ON THIS SHEET FOR

NOTES NOT SHOWN INCLUDING NON-GEOTEXTILE

AND STONE BASE BENEATH ALL WALL FOOTINGS TYP.

EXTENDED

FOOTING FOR

BOLLARDS BEYOND

EXTENDED

FOOTING FOR

BOLLARDS BEYOND

1' - 8"

B

CONTINUOUS 8" DEEP BOND

BEAMS REINFORCED WITH (2)

#4 CONTINUOUS BOTTOM

12" REINFORCED

CMU JAMB

VERTICAL WALL

REINFORCING OVERHEAD DOOR BEYOND

METAL WALL PANEL

ROOF FINISH

MASONRY VENEER

PRECAST BAND AND

GALVANIZED

L4 X 4 X 3/8" X 1'-0" LONG

SUPPORT ANGLE, REFER

TO ARCHITECTURAL

DRAWINGS

METAL WALL PANEL

ROOF SLAB EDGE

SITE PAVEMENT

CONCRETE

WALL FOOTING

GROUT VENEER

AND CAVITY

SOLID BELOW 0'-0"

REINFORCED

CONCRETE

ROOF SLAB

1"

WORKING POINT AT

UNDERSIDE OF SLAB

AND FACE OF CMU

PREMOLDED

JOINT FILLER

DOWELS SAME SIZE

AND SPACING AS

VERTICAL REINFORCING

GRID LINE /

EXTERIOR FACE OF

MASONRY VENEER

INTERIOR FACE

OF CMU WALL

2' - 6"

VAPOR RETARDER

POROUS FILL

CONCRETE

SLAB-ON-GRADE

SLOPE

CONTINUOUS 8" DEEP

BOND BEAMS

REINFORCED WITH (2) #4

CONTINUOUS BOTTOM

GROUT COURSE SOLID

ABOVE BOND BEAM AT

PRECAST BAND

CONTINUOUS 24" DEEP BOND

BEAM LINTEL REINFORCED

WITH (2) #5 TOP AND BOTTOM

FULL LENGTH OF FRONT WALL

3/4"

CHAMFER

NOTE:

REFER TO A1/S-502B FOR TYPICAL BOLLARD DETAILS.

REFER TO OTHER SECTIONS ON THIS SHEET FOR

NOTES NOT SHOWN INCLUDING NON-GEOTEXTILE

AND STONE BASE BENEATH ALL WALL FOOTINGS TYP.

BOLLARD AT

OVERHEAD DOOR

TYP

1' - 8"

A

0"

WORKING POINT AT

UNDERSIDE OF SLAB

AND FACE / TOP OF CMU

CONTINUOUS 8" DEEP BOND

BEAMS REINFORCED WITH (2)

#4 CONTINUOUS BOTTOM

8" REINFORCED

CMU WALL

VERTICAL WALL

REINFORCING

ROOF SLAB EDGE

DOWELS SAME SIZE

AND SPACING AS

VERTICAL REINFORCING

GRID LINE /

EXTERIOR FACE OF

MASONRY VENEER

MASONRY VENEER

PRECAST BAND AND GALVANIZED

L4 X 4 X 3/8" X 1'-0" LONG

SUPPORT ANGLE, REFER TO

ARCHITECTURAL DRAWINGS

METAL WALL PANEL

CONCRETE

WALL FOOTING

GROUT VENEER AND

CAVITY SOLID

BELOW 0'-0"

SLOPE

PREMOLDED

JOINT FILLER

INTERIOR FACE

OF CMU WALL

ROOF FINISH

REINFORCED

CONCRETE ROOF SLAB

1' - 4" 6"

CONTINUOUS 8" DEEP BOND

BEAMS REINFORCED WITH

(2) #4 CONTINUOUS BOTTOM

GROUT COURSE SOLID

ABOVE BOND BEAM AT

PRECAST BAND

CONCRETE

EQUIPMENT PAD

(EQUIPMENT

NOT SHOWN)

TOP OF CMU /

UNDERSIDE OF SLAB

NOTE:

REFER TO OTHER SECTIONS ON THIS SHEET FOR

NOTES NOT SHOWN INCLUDING NON-GEOTEXTILE

AND STONE BASE BENEATH ALL WALL FOOTINGS TYP.

BOLLARD BEYOND

GROUND FLOOR

0' - 0"

ROOF - HIGH BEARING

15' - 4"

NOTE:

REFER TO OTHER

SECTIONS ON THIS SHEET

FOR NOTES NOT SHOWN.

STEP CMU BOND BEAM AT

TOP OF WALL TO ALLOW

ROOF SLAB TO TURN DOWN

TO TOP OF WALL. REFER TO

PLAN FOR DIMENSIONS OF

WALL STEP LENGTHS. LAP

BOND BEAMS 2'-0" AT STEPS.

ROOF SLAB TURN

DOWN DEPTH

REINFORCED

CONCRETE

ROOF SLAB

1' - 4"6"

INTERIOR FACE

OF CMU WALL

GRID LINE /

EXTERIOR FACE OF

MASONRY VENEER

ROOF SLAB

ELEVATION VARIES

2' - 0"

2'-0" THICK NO 57 STONE

BASE COURSE BENEATH

ALL WALL FOOTINGS TYP

NON-WOVEN GEOTEXTILE

TYP

T Y

P

2' - 0"

TYP

1/

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 A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

M

ID

-A T

LA

N

T

IC

N A

V A

L S

T A

T

IO

N

N O

R F

O L K

V

A

AS NOTED

/3

/2

:0

:3

P

M

C U s e rs \m ig u e l.

w a lk e r\

D o c u m e n ts \P

-1

-S -R

-F O

R K

L

IF

T m ig u e l.

w a lk e r.

rv t

S-401B

E N

L A

R G

E D

S E

C T

IO

N

S

CWJ

12942156

DOB MTW

03/26/2026

F O

R K

L

IF

T C

H A

R G

IN

G

S T

A T

IO

N

MMP/SLC

1737010

Y O

R K

T O

W N

V

IR

G

IN

IA

N A

V A

L W

E A

P O

N S

S T

A T

IO

N

JWJ

NEK

HPN

M

ID

L A

N T

D C

C O

R E

S -4

B

P W

E A

P O

N M

A G

A Z

IN

E

S

Approved by LCDR VINCE DEL GRECO, ROICC with PWD

YORKTOWN, via Email.

1" = 1'-0" (S-101B) A1

SECTION AT FRONT WALL

1" = 1'-0" (S-101B)

A2

SECTION AT FRONT WALL

1" = 1'-0" (S-101B) A3

SECTION AT REAR WALL

1" = 1'-0" (S-101B)

A4

SECTION AT SIDE WALL

AT OVERHEAD DOOR BETWEEN OVERHEAD DOORS

1' 2'0' 6"1' 2'0' 6" 1' 2'0' 6" 1' 2'0' 6"

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

D /3

D /3

D /3

D

NEW POURPREVIOUS POUR

WIDTH OF FOOTING

1 1/2" KEY FULL

BOTTOM REINFORCEMENT

CONTINUOUS THRU JOINT

4"4"

TO

P

2" C

LE

A

R

TIE BAR EACH SIDE OF

CONSTRUCTION JOINT

CONTINUOUS FOOTING CONSTRUCTION JOINT

WALL FOOTING AT UTILITY LINES

STEPPED CONTINUOUS FOOTING (SF)

M

A X

8" M

IN

M A

X

8" M

IN

8" STEP

16" MIN

16" STEP

32" MIN

3" CLEAR

12" MIN

LAP (TYPICAL)

36 BAR DIAMETER

CONTINUOUS WALL

FOOTING REINFORCEMENT

CONTINUOUS WALL

FOOTING

REINFORCEMENT

'Z' BARS SAME SIZE

AND NUMBER AS

CONTINUOUS FOOTING

REINFORCEMENT,

BEND AS SHOWN

UTILITY PERPENDICULAR TO AND THROUGH FOOTING

NON-CORROSIVE METAL

PIPE SLEEVE (INSIDE Ø =

OUTSIDE PIPE Ø + 2" MIN)

ADDED BARS SAME

SIZE AND NUMBER AS

CONTINUOUS

REINFORCEMENT

CONTINUOUS

BOTTOM

REINFORCEMENT,

CUT AT PIPE SLEEVE

AS REQUIRED

6" M

IN

(TYPICAL)

2" C

LEAR

M

IN

12" MIN

#4 AT 12" OC

(1) #4

(1) #4

STANDARD 90°

HOOK (TYPICAL)

3" C

LE

A

R

(T Y

P

IC

A L)

2" C

LE

A

R

CONTINUOUS WALL

FOOTING, REFER TO

PLAN

TOP OF SLEEVE WITHIN

FOOTING OR LESS THAN 4"

FROM BOTTOM OF FOOTING

CONTINUOUS FOOTING REINFORCEMENT

10"

9 3/8"

PLAN AT CORNER

9 3/8"9 3/8"

PLAN AT INTERSECTION

NOTE:

1. WHERE THREE OR MORE BARS

OCCUR, MIDDLE BAR(S) SHALL BE

TREATED AS INNER FACE BAR.

2. TRANSVERSE BARS NOT SHOWN

FOR CLARITY.

BARS (TYPICAL)

0" BETWEEN

TYPICAL FOOTING

REINFORCEMENT

TOP REINFORCEMENT

CONTINUOUS THRU JOINT

SLAB AT EXTERIOR OPENINGS

REFER TO ARCHITECTURAL DRAWINGS

WALL OPENING

#4 A

T

2" O

C

CLEAR

2"

1'

- 4

1' - 0" TYPICAL

PLAN

CONCRETE

SLAB-ON-GRADE

(1) #4 AT RE-ENTRANT

CORNER, MIDDLE OF

SLAB, EACH SIDE

NOTE:

WALL REINFORCEMENT

NOT SHOWN FOR CLARITY.

WALL

(1) #4 CONTINUOUS

EDGE OF SLAB (EOS)

SECTION

T Y

P

3' - 0"

STANDARD

90° HOOK

6" LAYER OF VDOT NO. 57 STONE

#5 AT 32" OC, MINIMUM

(2) PER OPENING

[8"] CMU GROUTED SOLID[REFER TO PLAN]

TOP OF FOOTING

[6"] SOLID CMU

PAVING OR FINISHED

GRADE, REFER TO

CIVIL DRAWINGS

RADIUSED

TOOLED EDGE

BEYOND

WALL

(1) #4 CONTINUOUS

#4 AT 12" OC

C

LE

A R

3/ 4"

INTERIOR CONCRETE SLAB-ON-GRADE EQUIPMENT PAD

4"

MIN.

6"

FACE OF EQUIPMENT

1/2" PREMOLDED

JOINT FILLER

(TYPICAL)

CONCRETE

SLAB-ON-GRADE

#4 AT 1'-0" OC EACH WAY

EQUIPMENT PAD

3/4" CHAMFER (TYPICAL)

2" C

LE

A

R

INTERIOR CONCRETE EQUIPMENT PAD

MIN.

6"

FACE OF EQUIPMENT

ROUGHEN SURFACE

TO 1/8" AMPLITUDE,

AND APPLY BONDING

AGENT

CONCRETE

SLAB-ON-GRADE

#4 AT 1'-0" OC EACH WAY

EQUIPMENT PAD

3/4" CHAMFER

(TYPICAL)

2" C

LE

A

R

4"

NOTES:

1. SLAB-ON-GRADE SHOWN. DETAIL SIMILAR AT ELEVATED SLAB.

2. IN LIEU OF ROUGHENING SURFACE AND APPLYING EPOXY BONDING AGENT,

CONTRACTOR MAY DRILL AND EPOXY #4 DOWELS AT 16" OC AROUND

PERIMETER EDGE OF PAD. DO NOT CUT SLAB-ON-GRADE REINFORCEMENT.

45°

4" 1"

NOTE '2'

CONTINUOUS WALL FOOTING

T Y

P

IC

A L

2'

0"

BETWEEN BARS, TYP

3" OC SPACINGSLAB OR WALL

REINFORCEMENT, REFER

TO PLAN OR SCHEDULE

1-#5 EACH FACE FOR

WALLS, 1-#5 TOP AND

BOTTOM FOR SLABS

1-#5 EACH FACE FOR WALLS, 1-#5

TOP AND BOTTOM FOR SLABS

AT EACH SIDE OF SLAB OR

WALL OPENING ADD 1/2 OF

REINFORCEMENT INTERRUPTED

BY OPENING

ADDED REINFORCEMENT AT OPENINGS

IN CONCRETE SLAB OR WALL WHERE

MAIN REINFORCING IS NOT INTERRUPTED

ADDED REINFORCEMENT AT OPENINGS

IN CONCRETE SLAB OR WALL WHERE

MAIN REINFORCEMENT IS INTERRUPTED

SLAB OR WALL REINFORCEMENT

INTERRUPTED BY OPENING

NOTES:

1. COORDINATE OPENING SIZE AND

LOCATION WITH ARCHITECTURAL,

MECHANICAL, AND ELECTRICAL

DWGS.

2. NO SPECIAL REINFORCEMENT

REQUIRED FOR OPENINGS 4" OR

LESS.

3. REINFORCEMENT FOR ROUND

OPENINGS SIMILAR.

TYPICAL

2" CLEAR,

TY

P

IC

A

L 2"

C

LE

A R

TYPIC

AL2'

- 0

LA

P

T Y

P

IC

A L

C

LA

S S

'B

2" CLEAR

TYPICAL

2' - 0"

AT CONSTRUCTION JOINTS AT SAWCUT JOINTS

PREVIOUS POUR SUBSEQUENT POUR

JOINT CENTERLINE

END OF REINFORCING

1/8" WIDE X T/4 DEEP INITIAL

SAWCUT BEFORE SUBSEQUENT

CUT FOR JOINT FILLER

CRACK ALONG SAWCUT

1.

2.

NOTES:

JOINT DETAILS ARE SHOWN FOR CONSTANT THICKNESS NON-SLOPING SLAB. DETAILS ARE SIMILAR AT AREAS WITH VARIABLE THICKNESS AND SLOPING SLABS.

JOINT FILLER: SAWCUT GAP ALONG DOWELED JOINTS TO CREATE JOINT FILLER GAP 1/4" MINIMUM TO 3/8" MAXIMUM WIDE X DEPTH REQUIRED FOR FILLER.

AFTER SAW CUTTING, APPLY THIN LAYER OF CLEAN DRY SILICA SAND AT BOTTOM OF GAP TO PREVENT RUN OUT FROM CRACKS AT BOTTOM OF JOINTS. FILL REMAINDER OF SAWCUT GAPS WITH SEMI-RIGID EPOXY JOINT FILLER. STRIKE OFF LEVEL WITH TOP OF SLAB.

SAWCUT GAP FILLED WITH

JOINT FILLER / SEALANT

SAWCUT GAP FILLED WITH

JOINT FILLER / SEALANT

T /4

T

1/

2" C

O V

E R

U

N O

APPLY CURING COMPOUND

TO FACES OF PREVIOUS

POUR TO PREVENT BONDING

2" 2"

1-1/4" DIA X 1'-6" LONG SMOOTH,

GREASED STEEL DOWEL AT 12" ON

CENTER. LOCATE CENTERLINE OF

FIRST DOWEL 6" FROM END OF JOINT.

2" 2"

END OF REINFORCING

JOINT CENTERLINE

1-1/4" DIA X 1'-6" LONG SMOOTH,

GREASED STEEL DOWEL AT 12" ON

CENTER. LOCATE CENTERLINE OF

FIRST DOWEL 6" FROM END OF 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 A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

M

ID

-A T

LA

N

T

IC

N A

V A

L S

T A

T

IO

N

N O

R F

O L K

V

A

AS NOTED

/3

/2

:0

:3

P

M

C U s e rs \m ig u e l.

w a lk e r\

D o c u m e n ts \P

-1

-S -R

-F O

R K

L

IF

T m ig u e l.

w a lk e r.

rv t

S-501B

T Y

P

IC

A L D

E T

A

IL

S

CWJ

12942157

DOB MTW

03/26/2026

F O

R K

L

IF

T C

H A

R G

IN

G

S T

A T

IO

N

MMP/SLC

1737010

Y O

R K

T O

W N

V

IR

G

IN

IA

N A

V A

L W

E A

P O

N S

S T

A T

IO

N

JWJ

NEK

HPN

M

ID

L A

N T

D C

C O

R E

S -5

B

P W

E A

P O

N M

A G

A Z

IN

E

S

Approved by LCDR VINCE DEL GRECO, ROICC with PWD

YORKTOWN, via Email.

NOT TO SCALE

B1

TYPICAL FOOTING DETAILS

NOT TO SCALE

A1

TYPICAL SLAB-ON-GRADE DETAILS

NOT TO SCALE

B3

TYPICAL CONCRETE SLAB AND WALL OPENING

NOT TO SCALE

C3

DOWELED JOINTS

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

CORNER

CONTROL JOINTOPENING - WALL TERMINATION

CONTROL JOINT, REFER TO

[ARCHITECTURAL] DRAWINGS

FOR LOCATIONS AND DETAILS

VERTICAL WALL

REINFORCEMENT,

SAME SIZE AS TYPICAL

VERTICAL WALL

REINFORCEMENT,

SAME SIZE AS TYPICAL

TYPICAL WALL SEGMENT

TO PLAN OR SCHEDULE

TYPICAL SPACING, REFER

TYPICAL VERTICAL

REINFORCEMENT,

REFER TO PLAN OR

SCHEDULE FOR

SIZE

VERTICAL WALL

REINFORCEMENT,

SAME SIZE AS

TYPICAL

NOTES:

1. REINFORCEMENT IS CONTINUOUS

FOR FULL HEIGHT OF WALL, UNLESS

OTHERWISE NOTED.

2. REINFORCEMENT SHOWN IS THE

MINIMUM AT EACH GIVEN LOCATION.

REFER TO PLANS, SECTIONS, AND

OTHER DETAILS FOR ADDITIONAL

REINFORCEMENT, IF REQUIRED.

3. REINFORCEMENT IS CENTERED IN

CELLS UNLESS OTHERWISE NOTED.

4. HORIZONTAL JOINT AND BOND BEAM

REINFORCEMENT IS NOT SHOWN FOR

CLARITY.

NOT AT CONTROL JOINT

LINTEL, REFER TO

SCHEDULE FOR SIZE

AND REINFORCING

(D=16" SHOWN)

WALL REINFORCEMENT

AT OPENING

0' ― 3' - 4"

BOND BEAM LINTEL SCHEDULE

8" (2) #48"

SECTION ('D' = 8")

TYPICAL VERTICAL

REINFORCEMENT

BEYOND IN FULLY

GROUTED CELLS

ABOVE OPENING (IF

SPACING IS LESS

THAN CLEAR SPAN)

BOTTOM

REINFORCEMENT IN

FULLY GROUTED

LINTEL BLOCK

CLEAR SPAN

DEPTH

'D'

REINFORCEMENTWIDTH

'W'

3' - 5" ― 6' - 4" 16" (2) #48"

6' - 5" ― 10' - 8" 24" (2) #512"

KNOCK-OUT

WEB BLOCK

BOTTOM TOP

N/A

(2) #4

(2) #5

[REFER TO ARCH]

BOTTOM OF LINTEL

NOTE:

VENEER MASONRY AND

SUPPORT NOT SHOWN

FOR CLARITY.

SECTION ('D' > 8")

TOP REINFORCEMENT

IN 8" HIGH KNOCK-OUT

WEB BLOCK AT TOP OF

LINTEL

BOTTOM

REINFORCEMENT IN 8"

HIGH LINTEL BLOCK

FIRST COURSE ABOVE

OPENING

KNOCK-OUT WEB

BLOCK BETWEEN TOP

AND BOTTOM

COURSES (SLOT

LENGTH HALF DEPTH

MINIMUM)

C

LE

A R

1/

2"

'W'

'D

'W'

G R

O U

T S

O

LI

D 'D

C

LE

A R

1/

2"

FREE STANDING

HSS6.625X0.280, FILL

BOLLARD WITH 4000

PSI CONCRETE

CONCRETE FOOTING3'

6" 4'

0"

3'

0"

18" DIA MIN

1" CROWN AT EXTERIOR

BOLLARDS ONLY

PAINTED YELLOW

FINISH GRADE

PLAN

2"

SQUARE

1' - 2"

1/4

HSS BOLLARD

BASE PL1 WITH STANDARD HOLES

FOR (4) POST-INSTALLED ANCHORS

BASE PLATE / HSS

CENTERLINES

ANCHOR

CENTERLINES

NOTE:

POST-INSTALLED ANCHORS ARE

1"Ø THREADED RODS SET IN

CONCRETE WITH ADHESIVE.

2" TYP

M

IN

1'

0"

4'

0"

GALVANIZED HSS6.625X0.280

FILLED WITH CONCRETE

GROUND FLOOR SLAB OR

SITE PAVEMENT

CONCRETE FOUNDATION -

REINFORCING NOT SHOWN

1/

2"

DOME TOP OF CONCRETE FILL

BOLLARD CENTERLINE -

REFER TO PLAN

TOP OF HSS

NOTE:

COORDINATE FOUNDATION

REINFORCING PLACEMENT TO

AVOID CUTTING REINFORCING

DURING POST-INSTALLED

ANCHOR INSTALLATION.

POST-INSTALLED

ANCHORS

NOTE:

SLAB AND PAVEMENT

REINFORCING NOT SHOWN.

ADJUST REINFORCING

PLACEMENT TO MAINTAIN

CONCRETE COVER AND AVOID

INTERRUPTING REINFORCING.

AT OVERHEAD DOORS (INTERIOR AND EXTERIOR)

1/

2"

DOME TOP OF

CONCRETE FILL

M

IN6"

MIN

1' - 0"

EDGE OF FOOTING

1"

3" C

LR

3"

C

LR

C

M U

1' - 4"

(2) #5 VERTICAL BARS

EACH FACE WITH

MATCHING DOWELS

OVERHEAD DOOR

C

M U

3" 3"

C

LR

(2) #5 VERTICAL BARS

EACH FACE WITH

MATCHING DOWELS

OVERHEAD DOOR

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

M

ID

-A T

LA

N

T

IC

N A

V A

L S

T A

T

IO

N

N O

R F

O L K

V

A

AS NOTED

/3

/2

:0

:3

P

M

C U s e rs \m ig u e l.

w a lk e r\

D o c u m e n ts \P

-1

-S -R

-F O

R K

L

IF

T m ig u e l.

w a lk e r.

rv t

S-502B

T Y

P

IC

A L D

E T

A

IL

S

CWJ

12942158

DOB MTW

03/26/2026

F O

R K

L

IF

T C

H A

R G

IN

G

S T

A T

IO

N

MMP/SLC

1737010

Y O

R K

T O

W N

V

IR

G

IN

IA

N A

V A

L W

E A

P O

N S

S T

A T

IO

N

JWJ

NEK

HPN

M

ID

L A

N T

D C

C O

R E

S -5

B

P W

E A

P O

N M

A G

A Z

IN

E

S

Approved by LCDR VINCE DEL GRECO, ROICC with PWD

YORKTOWN, via Email.

NOT TO SCALE

C1

TYPICAL CONCRETE MASONRY WALL VERTICAL REINFORCEMENT

NOT TO SCALE

C3

TYPICAL CONCRETE MASONRY BOND BEAM LINTEL

NOT TO SCALE

A1

TYPICAL BOLLARD DETAILS

NOT TO SCALE (S-101B)

A3

REINFORCING AT FRONT DOOR JAMBS

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

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

KEYNOTE TAG

KEYNOTE NUMBER

A-901 PHOTOGRAPH TAG

PHOTOGRAPH NUMBER

SHEET WHERE SHOWN

A1

A-501

A1

A1

A1

B

A1

PLAN

NORTH

GRID NORTH

MATERIALS LEGEND

CONCRETE MASONRY UNIT (CMU)

CAST-IN-PLACE CONCRETE

STEEL

RIGID INSULATION

WOOD - ROUGH

WOOD BLOCKING

CMU

SECTION ELEVATION

EARTH / COMPACT FILL

POROUS FILL / GRAVEL

ALUMINUM

FACING MASONRY

PLYWOOD

SAND / MORTAR / PLASTER

CONCRETE

CMU, GROUT SOLID

NON-COMBUSTIBLE BOARD INSULATION

CONCRETE, CEMENT GROUT

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 S

YS

TE

M S

C O

M M

AN

D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

NA

VA

L F

AC

ILI

TI

ES

E

NG

IN

EE

RI

NG

S

YS

TE

MS

C

OM

MA

ND

MI

D-

AT

LA

NT

IC

N

AV

AL

S

TA

TI

O N

N

O R

FO

LK

, V A

AS NOTED

4/ 1/

2:

:4

PM

C :\R ev it

Lo ca l F ile s\ P1

-1

-A

-R

-F O

R

KL

IF

T_ ga re th .ra tti .rv t

A-001B

AR

C

H

IT

EC

TU

R

AL

, A

BB

R

EV

IA

TI

O N

S, N

O

TE

S

AN

D S

YM

BO

LS

JEL

12942161

GJR GJR

03/26/2026

FO

R

KL

IF

T C

H

AR

G

IN

G S

TA

TI

O N

MME/WJW

1737010

YO

R

KT

O

W N

, V

IR

G

IN

IA

N

AV

AL

W

EA

PO

N

S

ST

AT

IO

N

JWJ

DJD

HPN

M

ID

LA

N

T D

C C

O R

E

A-

1B

P1

W

EA

PO

N

M

AG

AZ

IN

ES

Approved by LCDR VINCE DEL GRECO, ROICC with PWD

YORKTOWN, via Email, SIM SIMILAR

SPC SUSPENDED PLASTER CEILING

SPEC SPECIFICATION

SQ SQUARE

STD STANDARD

STOR STORAGE

STR STRAIGHT STRIKE / STRINGERS

SUSP SUSPENDED

T&B TOP AND BOTTOM

TEL TELEPHONE

THRES THRESHOLD

THRU THROUGH

TOS TOP OF SLAB / STEEL

TYP TYPICAL

UON UNLESS OTHERWISE NOTED

V VOLT

VAR VARIATION

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VENT VENTILATION / VENTILATOR

VERT VERTICAL

VEST VESTIBULE

VS VENT STACK

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

W WASTE / WATT / WEST / WIDE

W/ WITH

W/O WITHOUT

WC WATER CLOSET / WALL COVERING

WD WOOD

WH WATER HEATER

WP WATERPROOFING / WEATHERPROOF / WORKING

POINT

WSCT WAINSCOT

WT WEIGHT

WWF WELDED WIRE FABRIC

XRMR TRANSFORMER

OC ON CENTER

OD OUTSIDE DIAMETER / DIMENSION

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPT OPTIONAL

PCT PERCENT

PEJ PREMOLDED EXPANSION JOINT

PL PROPERTY LINE

PLAS PLASTER / PLASTIC

PLYWD PLYWOOD

PNL PANEL

PRELIM PRELIMINARY

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT

QT QUARRY TILE

R RADUIS / RISER

RA RETURN AIR

RAD RETURN AIR DUCT

RB RESILIENT BASE

RD ROOF DRAIN / ROAD

REFL REFLECT

REFR REFRIGERATION

REINF REINFORCE

REQD REQUIRED

REV REVISION

RF RESILIENT FLOORING

RL ROOF LEADER

RM ROOM

RND ROUND

RO ROUGH OPENING

RS ROUGH SAWN

RT RIGHT

S SOUTH

SAPC SUSPENDED ACOUSTICAL PANEL CEILING

SCHED SCHEDULE

SECT SECTION

SF SQUARE FOOT

SH SHINGLES / SINGLE HUNG

GA GAUGE

GALV GALVANIZED

GFCI GOVERNMENT FURNISHED CONTRACTOR INSTALLED

GL GLASS / GROUND LEVEL

GR GROSS

GSU GLAZED STRUCTURAL UNIT

GYP GYPSUM

H HIGH

HB HOSE BIB

HDW HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HT HEIGHT

HVY HEAVY

ID INSIDE DIAMETER

INSUL INSULATION / INSULATED

INT INTERIOR

J-BOX JUNCTION BOX

JAN JANITOR CLOSET

LAV LAVATORY

LB POUND

LT LIGHT

MACH MACHINE

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFG MANUFACTURING

MIN MINIMUM / MINUTE

MISC MISCELLANEOUS

ML MATCH LINE

MO MASONRY OPENING / MOTOR OPERATED

MTD MOUNTED

MTG MOUNTING / MEETING

MTL METAL

MWP MEMBRANE WATERPROOFING

N NORTH

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OA OUTSIDE AIR

CPT CARPET / COMMON PATH OF TRAVEL

CT CERAMIC TILE

CTR CENTER

D DEPTH / DEEP

DEG DEGREE

DEMO DEMOLITION

DET DETAIL

DIA DIAMETER

DIM DIMENSION

DR DRAIN

DS DOWNSPOUT

DW DISHWASHER

DWG DRAWING

E EAST

EA EACH

EIFS EXTERIOR INSULATION & FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC / ELECTRICAL

EPDM ETHLENE PROPYLENE DIEN MONOMER

EQ EQUAL

EQUIP EQUIPMENT

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION / EXPOSED / EXPAND

EXT EXTERIOR

FD FLOOR DRAIN

FDTN FOUNDATION

FF FINISH FACE

FG FIGURE

FHC FIRE HOUSE CABINET

FIN FLR FINISHED FLOOR

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUB / FACE OF SLAB

FR FRAME / FIRE RATING / FIRE RESISTANT

FT FOOT, FEET

FTG FOOTING

AB ANCHOR BOLT

ACS PNL ACCESS PANEL

ADJ ADJUST

ALT ALTERNATE, ALTITUDE

ALUM ALUMINUM

ANOD ANODIZED

APPROX APPROXIMATE

ARCH ARCHITECT

ASPH ASPHALT

ATC ACOUSTICAL TILE CEILING

BD BOARD

BLDG BUILDING

BLW BELOW

BM BEAM

BOS BOTTOM OF SLAB / STEEL

BOT BOTTOM

BRG BEARING

BSMT BASEMENT

BTWN BETWEEN

C TO C CENTER TO CENTER

CAB CABINET

CEM CEMENT

CER CERAMIC

CI CAST IRON

CIP CAST IRON PIPE

CJ CONTROL / CONSTRUCTION JOINT

CLG CEILING

CLG REG CEILING REGISTER

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CND CONDUIT

CNDS CONDENSATE

CNSTR CONSTRUCTION

CNTR CNTR

CO CLEANOUT

COL COLUMN

CONC CONCRETE

CONN CONNECT

CONT CONTINUE / CONTINUOUS

CORR CORRIDOR

ARCHITECTURAL ABBREVIATIONS

GENERAL NOTES

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

UNLESS OTHERWISE NOTED.

B. PROVIDE NEW MATERIALS UNLESS SPECIFICALLY NOTED EXISTING,

FURNISHED BY THE GOVERNMENT, OR PROVIDED BY THE GOVERNMENT.

C. WOOD BLOCKING AND MISCELLANEOUS STEEL SHOWN IN DETAILS AND

SECTIONS MUST BE CONTINUOUS UNLESS SPECIFICALLY NOTED

OTHERWISE.

D. VERIFY FIELD CONDITIONS AND DIMENSIONS PRIOR TO PROCEEDING

WITH THE WORK. PROVIDE IMMEDIATE WRITTEN NOTIFICATION TO THE

CONTRACTING OFFICER OF ANY DISCREPANCIES.

E. DEMOLITION OF PLUMBING, MECHANICAL AND ELECTRICAL ITEMS

INDICATED ON THE ARCHITECTURAL DRAWINGS IS NOT INTENDED TO

INCLUDE ALL NECESSARY DEMOLITION WORK FOR THESE ITEMS. REFER

TO PLUMBING, MECHANICAL AND ELECTRICAL DEMOLITION DRAWINGS

FOR ADDITIONAL INFORMATION.

F. DIMENSIONS INDICATED FOR THE WORK ARE TO FACE OF STUD, FACE OF

MASONRY OR FACE OF EXISTING SURFACES…