P222_1737012_Drawings_volume II_Rev 001_SIGNED.pdf

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GENERAL NOTES

1. DIMENSIONS FOR LAYOUT OF SITE FEATURES ARE REFERENCED TO EXTERIOR FACE OF

BUILDING WALL.

2. REFER TO SURVEYOR'S NOTES FOR HORIZONTAL AND VERTICAL DATUM INFORMATION.

3. REPLACE WITH MATCHING MATERIALS PAVEMENT, DRIVEWAYS, WALKS, CURBS,

LANDSCAPING, ETC., THAT MAY BE CUT OR THAT ARE DAMAGED DURING CONSTRUCTION

AT CONTRACTOR'S EXPENSE.

4. ADJUST EXISTING MANHOLE RIMS, VALVE BOX COVERS, AND OTHER UTILITY SURFACE

FEATURES TO FINISHED GRADE, UNLESS SPECIFICALLY NOTED OTHERWISE.

5. TRANSITION GRADING AT A CONSTANT SLOPE BETWEEN INDICATED GRADES AND

CONTOURS, UNLESS NOTED OTHERWISE.

6. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL SITE WORK INCLUDING DEMOLITION

AND NEW UTILITY INSTALLATION.

7. VERIFY THE EXISTENCE AND LOCATION OF UTILITIES PRIOR TO EXCAVATION AND

CONSTRUCTION WORK. NOTIFY THE CONTRACTING OFFICER WHERE CONFLICTS MAY

EXIST THAT WOULD ADVERSELY AFFECT WORK.

8. UNLESS OTHERWISE NOTED, EXISTING UTILITIES MUST REMAIN IN PLACE. PROTECT

EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION. HAND EXCAVATE WITHIN 2

FEET OF EXISTING UTILITIES. DAMAGE TO EXISTING UTILITIES (INCLUDING BUT NOT

LIMITED TO WATER, SEWER, FUEL, ELECTRIC, TELEPHONE, AND STORM DRAINS) MUST

BE REPAIRED TO THE SATISFACTION OF THE CONTRACTING OFFICER, AT NO ADDITIONAL

COST TO THE GOVERNMENT.

9. DEPTH OF EXISTING UTILITIES SUCH AS FUEL, WATER, ELECTRIC, TELECOMMUNICATIONS, AND FIBER OPTIC ARE BASED ON INDUSTRY STANDARDS. VERIFY THE DEPTH AND SIZE

OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. IMMEDIATELY CONTACT THE

CONTRACTING OFFICER IF EXISTING UTILITIES WILL CONFLICT WITH WORK.

10. THE PROJECT SITE IS LOCATED IN AN AFFF RELEASE AREA. SOILS ARE CONSIDERED

CONTAMINATED. ALL WORK MUST STRICTLY ADHERE TO THE SPECIFICATIONS SECTION 01

57 19 AND ENVIRONMENTAL CONTROLS INDICATED WITHIN THE CONTRACT DOCUMENTS.

11. DURING THE CONSTRUCTION PERIOD, COMMON CONTRACT AND COMMERCIAL TRUCKS

GOING TO THE LP AREA MUST ENTER AND EXIT THE AIRFIELD VIA THE GATED

ENTRANCE ADJACENT TO THE CONSTRUCTION SITE. THE CONTRACTOR IS RESPONSIBLE

FOR SECURING THE GATE AFTER ENTRY/EXIT AND ENSURE NO PIGGYBACKING OR

UNAUTHORIZED ENTRY. CONTRACTOR MUST ALSO PROVIDE A GATEMAN TO SUPERVISE

TRAFFIC DURING PERIODS OF FREQUENT ENTRY/EXIT OF CONSTRUCTION VEHICLES.

COORDINATE WITH THE AIRFIELD MANAGER VIA THE CONTRACTING OFFICER AND PROVIDE

GATEMAN PERSONNEL NAME AND CELLULAR TELEPHONE NUMBER FOR MAINTAINING

CONTACT WITH THE AIRFIELD MANAGER OR AIR OPERATIONS DUTY OFFICER. THE

AIRFIELD MANAGER RESERVES THE RIGHT TO DIRECT CHANGES TO SECURITY MEASURES

OR GATEMAN PERSONNEL AS DEEMED NECESSARY FOR AIRFIELD SECURITY.

12. EXISTING GATES USED FOR AIRFIELD ACCESS MUST BE KEPT IN WORKING CONDITION.

IF GATE IS DAMAGED, THE GATE MUST BE REPLACED WITH A GATE COMPLIANT WITH

THE LATEST SECURITY AND FORCE PROTECTION (UFC 4-022-03, SECURITY FENCES

AND GATES) AND A DOD ANTI-RAM VEHICLE BARRIER TO MITIGATE MOVING VEHICLE

THREAT REQUIREMENTS FOR THE AIRFIELD RESTRICTED AREA FENCE LINE OF NAVAL

STATION NORFOLK. COST ASSOCIATED WITH SUCH REPAIR OR REPLACEMENT IS THE

RESPONSIBILITY OF THE CONTRACTOR.

13. CONTRACTOR MUST VERIFY ALL UTILITIES INDICATED AS UNKNOWN AND DETERMINE IF

THE UTILITIES ARE STILL ACTIVE OR HAVE BEEN AB ABANDONED.

14. CONTRACTOR MUST COORDINATE UTILITY SHUT DOWNS AND MAINTENANCE OF TRAFFIC

WITH CONTRACTING OFFICER.

ABBREVIATIONS LEGEND

EXISTING REQ'D

BUILDING

ABND ABANDONED

A/C AIR CONDITIONING

AFFF AQUEOUS FILM FORMING FOAM

ALUM ALUMINUM

APPD APPROVED

APPROX APPROXIMATE

ASPH ASPHALT

ASTM AMERICAN SOCIETY FOR TESTING

AND MATERIALS

ATFP ANTITERRORISM/FORCE

PROTECTION

AVE AVENUE

BLDG BUILDING

BLVD BOULEVARD

BM BENCHMARK

BMP BEST MANAGEMENT PRACTICE

BS BOTTOM OF STOOP

BW BOTTOM OF WALL

C&G CURB AND GUTTER

CB CATCH BASIN

CI CURB INLET

CIP CAST IRON PIPE

CJ CONTROL JOINT/CONSTRUCTION

JOINT

CL CENTER LINE

CLF CHAIN LINK FENCE

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CO CLEANOUT

CONC CONCRETE

CONT CONTINUE

CU FT CUBIC FEET

CU YD CUBIC YARDS

CWR CHILLED WATER RETURN

CWS CHILLED WATER SUPPLY

DAT DATUM

DC DUST CONTROL

DCJ DOWELED CONTROL JOINT

DEMO DEMOLISH/DEMOLITION

DIA DIAMETER

DIP DUCTILE IRON PIPE

DS DOWNSPOUT

E EAST/EASTING

EA EACH

EJ EXPANSION JOINT

ELEV ELEVATION

EQ EQUAL

FDC FIRE DEPARTMENT CONNECTION

FES FLARED END SECTION

FFE FINISH FLOOR ELEVATION

FH FIRE HYDRANT

FL FLOW LIINE

FO FIBER OPTIC

FT FEET

FW FIRE WATER

G NATURAL GAS

GAL GALLON(S)

GALV GALVANIZED

GM GAS METER

GPM GALLONS PER MINUTE

GT GREASE TRAP

HDPE HIGH DENSITY POLYETHYLENE

HH HANDHOLE

HORIZ HORIZONTAL

HP HIGH POINT

ID INSIDE DIAMETER

INV INVERT

LAT LATITUDE

LATL LATERAL

LB POUND

LF LINEAR FOOT

LOD LIMITS OF DISTURBANCE

LONG LONGITUDINAL

LP LOW POINT/LIGHT POLE

MAX MAXIMUM

MG MATCH GRADE

MH MANHOLE

MIN MINIMUM

MOD. MODIFIED

N NORTH/NORTHING

OC ON CENTER

OD OUTSIDE DIAMETER

OH OVERHEAD

OS & Y OUTSIDE SCREW AND YOKE

OWS OIL/WATER SEPARATOR

PERF PERFORATE(D)

PFAS PER-AND POLYFLUORALKYL

SUBSTANCES

PIV POST INDICATING VALVE

PL PROPERTY LINE

PS PERMANENT SEEDING/ PUMP

STATION

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PVC POLYVINYL CHLORIDE

R RADIUS

RCP REINFORCED CONCRETE PIPE

RD ROOF DRAIN/ROAD

REQ'D REQUIRED

ROW RIGHT OF WAY

S SOUTH

SCHED SCHEDULE

SD STORM DRAIN

SMH SANITARY MANHOLE

SQ SQUARE

SS SANITARY SEWER

ST STREET

STA STATION

STD STANDARD

STL STEEL

SW SIDEWALK

TBM TEMPORARY BENCHMARK

TC TERRA COTTA/TOP OF CURB

TEL TELEPHONE

TEMP TEMPORARY

THK THICK(NESS)

TOB TOP OF BANK

TOS TOP OF SLAB

TOS TOP OF SLOPE

TS TEMPORARY SEEDING

TS TOP OF STOOP

TW TOP OF WALL

TYP TYPICAL

VERT VERTICAL

VOL VOLUME

W WEST/WATER

W/ WITH

WM WATER METER

WV WATER VALVE

WWF WELDED WIRE FABRIC

XFMR TRANSFORMER

YD YARD/YARD DRAIN

YH YARD HYDRANT

MISCELLANEOUS CONCRETE

CONCRETE PAVEMENT

DEMOLISH AREA

DEMOLISH LINEAR

SAWCUT

REMOVE ITEM

FENCE

BOLLARD

WHEEL STOP

SIGN

EXISTING REQ'D

CONTOUR

SPOT ELEVATION

STORM DRAIN MANHOLE

CATCH BASIN

CO

SANITARY SEWER MANHOLE

SANITARY SEWER CLEANOUT

VALVE

FIRE HYDRANT

GAS METER

ASPHALT

CONC

D

S

CO

G

CONSTRUCTION PHASING

1. THE CONTRACTOR MUST SUBMIT TO THE GOVERNMENT A DETAILED PHASING PLAN

THAT INCORPORATES THE CONTRACT PHASING REQUIREMENTS ALONG WITH THE

CONTRACTOR'S INTENDED MEANS AND METHODS. THIS PLAN WILL SPECIFICALLY DETAIL

UTILITY CHANGEOVER FROM EXISTING TO NEW SYSTEMS AND COORDINATION

REQUIREMENTS WITH THE ADJACENT P1027 HANGAR PROJECT.

THE CONSTRUCTION DOCUMENTS ARE SEPARATED INTO TWO SEPARATE VOLUMES.

VOLUME 2 WORK WILL NOT COMMENCE EARLIER THAN 01 OCT 2026.

VOLUME 1 HAS 2 SITE PHASES. VOLUME 1 PHASE 1 INCLUDES THE DEMOLITION OF

PAVEMENT AND REROUTING OF UTILITIES FOR THE CONSTRUCTION OF LP-48A AND

INCLUDES CONSTRUCTION OF THE GBDAA TOWER SITE, AND POWER CHECK PAD

REPAIR. VOLUME 1 PHASE 2 INCLUDES CONSTRUCTION OF BUILDING LP-48A AND

ASSOCIATED NEW PAVEMENT AND UTILITY CONNECTIONS.

VOLUME 2 IS NOT PHASED BUT INCLUDES THE NEW ADDITIONS TO LP-48 AND

POWER CHECK PAD TESTING.

ASPHALT PAVEMENT

SOCK COMPOST FILTER SOCK

LOD LIMITS OF DISTURBANCE

FOD FOREIGN OBJECT DEBRIS FENCE

SANITARY SEWER LINE

STORM DRAIN LINE

UP UNDERGROUND PRIMARY LINE

US UNDERGROUND SECONDARY LINE

UC UNDERGROUND COMM LINE

UNDERGROUND GAS LINE

WATER LINE (HIGH FLOW SYSTEM)

WATER LINE (LOW FLOW SYSTEM)

WATER LINE (FIRE PUMP SYSTEM)

WATER LINE (P1027 SYSTEM)

OVERHEAD PRIMARY LINE

SSX

SDX

EPX

ESX

CX

EPX

GX

WX

WX

W27

U

U

U

O

H

WX FP

WL L

X

XX.X

X XX.XX

GATEX

MH

EM

E

T

H

CB

DROP INLET

TRANSFORMER

ELECTRICAL HANDHOLE

TELECOMM MANHOLE

ELECTRICAL MANHOLE

ELECTRICAL SWITCH/CALL BOX

UNIDENTIFIED MANHOLE

S OIL/WATER SEPARATOR

W WATER VAULT

SE

E

EL

EC

TR

IC

AL

L

EG

EN

D

ST STEAM MANHOLE

ESQD ESQD ARC

PFAS PFAS AREA

WATER LINEW W

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CONSTR. CONTR. NO.

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NAVFAC DRAWING NO.

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DRAWFORM REVISION: 25 AUGUST 2020

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

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PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

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Dave Snelling MQ-25 SEIT APML

05/28/2025

RY / JPG

JWJ

HPN

1737012

4525 MAIN STREET, SUITE 1400

VIRGINIA BEACH, VA 23462

757.455.5800

CONC

ASPHALT PATCH

CONTRACTION JOINT (CJ)

CONSTRUCTION JOINT (KJ)

EXPANSION JOINT (EJ)

MILL AREA

SURFACE MOUNTED BOLLARD

BLDG

ASPHALT

BSB GRD/RLBBSB

12924523

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/1 1/

Lic. No. 034112

GREG R. DEUBLERCO

MM

ONWEALTH OF VIRGINIA

PROFESSIONAL ENGIN

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03/09/2026

EXISTING BRIDGE CRANE MODIFICATIONS

1.

2.

3.

A.

a.

b.

c.

d.

B.

a.

b.

c.

d.

e.

f.

g.

C.

a.

b.

4.

A.

5.

6.

A.

a.

b.

B.

a.

b.

c.

d.

e.

7.

8.

MODIFY TWO (2) EXISTING 5-TON OVERHEAD BRIDGE CRANES IN HANGAR BAY TO BE ANTI-SPARK FOR OPERATION IN AN INDOOR ENVIRONMENT, HAZARDOUS AREA SERVICE (NFPA 70 CLASS I, DIVISION 2, GROUP D).

MODIFICATIONS MUST COMPLY WITH APPLICABLE TESTS AND INSPECTIONS IN SPECIFICATION 41 22 13.55 AND AS INDICATED. PROVIDE TEST WEIGHTS, PERSONNEL, INSTRUMENTS, AND OTHER APPARTUS

NECESSARY TO CONDUCT FIELD TESTS AND INSPECTIONS.

REPLACE EXISTING HOOK SYSTEM WITH ANTI-SPARK COMPONENTS:

LOAD BLOCK:

PROVIDE A LOAD BLOCK CONSTRUCTED OF NON-SPARKING MATERIALS. COVERING THE EXPOSED

SURFACES OF THE EXISTING LOAD BLOCK WITH BRONZE, STAINLESS STEEL, OR ALUMINUM

COVERS ATTACHED WITH SIMILAR FASTENERS IS ACCEPTABLE.

THE LOAD BLOCK MUST BE DESIGNED TO PREVENT METAL-TO-METAL CONTACT OF MOVING

PARTS. THE BLOCK MUST BE FULLY ENCLOSED, CONCEALING THE SHEAVES AND WIRE ROPES,

EXCEPT FOR WIRE ROPE SLOTS AND DRAIN HOLES.

THE DESIGN MUST PRECLUDE THE WIRE ROPE FROM BEING CUT, PINCHED, CRUSHED, OR CHAFED

IN CASE OF TWO-BLOCKING.

STANDARD COMMERCIAL BLOCKS MAY BE USED AT THEIR PUBLISHED RATINGS WHEN THEIR

PUBLISHED DESIGN FACTORS ARE 5.0 OR GREATER.

HOOK:

PROVIDE AN UNPAINTED AND UNPLATED SINGLE BARBED HOOK OF NON-SPARKING

MATERIAL. BRONZE CLAD HOOKS ARE PROHIBITED.

HOOKS MUST CONFORM TO THE REQUIREMENTS OF ASME B30.10. THE HOOK MUST BE A STANDARD

COMMERCIAL PRODUCT WITH A PUBLISHED DESIGN FACTOR OF 5.0 OR GREATER.

FIT HOOK WITH A SAFETY LATCH DESIGNED TO PRECLUDE INADVERTENT DISPLACEMENT OF

SLINGS FROM THE HOOK SADDLE.

THE HOOK AND HOOK NUT MUST BE REMOVABLE WITHOUT UNREEVING OF THE HOIST. PROVIDE A

HOOK NUT SECURED TO THE HOOK WITH A COMMERCIAL STANDARD REMOVABLE AND REUSABLE

MEANS. DO NOT WELD HOOK NUT. WHEN PROVIDED, PROVIDE SHANK AND NUT THREADS WITH A

CLASS 1 OR 2 FIT, PER ASME B1.1.

UNIQUELY MARK THE HOOK IN A PERMANENT FASHION THAT IS TRACEABLE TO THE NDT

CERTIFICATION. THE NUT MUST BE MARKED TO MATCH THE HOOK. THE HOOK NUT MUST BE OF

NON-SPARKING MATERIALS.

HOOK MUST BE FREE TO ROTATE THROUGH 360 DEGREES WHEN SUPPORTING THE TEST LOAD UP

TO 125 PERCENT OF THE RATED CAPACITY.

UPPER HOOKS OF HOOK SUSPENDED HOISTS MUST BE OF NON-SPARKING MATERIALS.

HOISTING ROPE:

WIRE ROPE MUST COMPLY WITH ASME B30.30 AND FS RR-W-410, ASTM A1023/A1023M, OR BS ISO 4309 AND HAVE A ROPE CLASSIFICATION APPROPRIATE FOR THE USAGE. WIRE ROPES MUST BE HANDLED AND SEIZED IN ACCORDANCE WITH ASME B30.30. THE WIRE ROPE MUST BE IN A DOUBLE

REEVED CONFIGURATION EQUALIZED WITH A SHEAVE. SELECT WIRE ROPE MINIMUM DESIGN

FACTOR IN ACCORDANCE WITH ASME B30.16. PROVIDE PROOF OF WIRE ROPE BREAKING FORCE.

WIRE ROPE MUST BE SPARK RESISTANT. PROVIDE STAINLESS STEEL HOIST ROPES WITH AN

INDEPENDENT WIRE ROPE, WIRE STRAND, OR OTHERWISE, STEEL CORE. DRAWN GALVANIZED

WIRE ROPE IS ACCEPTABLE IN DIVISION 2 HAZARDOUS AREAS WHEN PROVIDED WITH A DRAWN

GALVANIZED WIRE ROPE END USER NOTIFICATION.

PROVIDE HOOK PROOF TEST CUSTOM DESIGNED FOR NON-FERROUS LOAD HOOKS PER ASME

B30.10. PERFORM THE PROOF TEST PRIOR TO HOOK NON-DESTRUCTIVE TESTING (NDT).

INSPECT HOOK ASSEMBLY BY LIQUID PENETRANT TYPE INSPECTION PRIOR TO DELIVERY. FURNISH DOCUMENTATION OF HOOK INSPECTION TO CONTRACTING OFFICER PRIOR TO FIELD OPERATIONAL TESTING. ACCEPTANCE STANDARD IS NO DEFECTS. A DEFECT IS DEFINED AS A LINEAR INDICATION FOR WHICH THE LARGEST DIMENSION IS GREATER THAN 1/16 INCH LONG. WELDING REPAIRS OF HOOKS ARE NOT PERMITTED. A HOOK SHOWING LINEAR INDICATIONS, DAMAGE, OR DEFORMATION IS

NOT ACCEPTABLE.

MODIFICATIONS MUST NOT REDUCE CRANE CAPACITY, HOOK ENVELOPE, HOOK HEIGHT, OR RATED

SPEEDS. MODIFICATIONS MUST NOT INCREASE THE CRANE WHEEL LOADS TO THE STRUCTURE.

SUBMIT THE FOLLOWING FOR GOVERNMENT APPROVAL, IN ACCORDANCE WITH SPECIFIED SUBMITTAL

PROCEDURES:

PRODUCT DATA:

LOAD BLOCK AND HOOK

HOISTING ROPE

TEST REPORTS:

HOOK PROOF TEST

HOOK NDT

INSPECTION REPORTS

OPERATIONAL TESTS

LOAD TESTS

AFTER COMPLETION OF MODIFICATIONS, CONTRACTOR, ACTIVITY CRANE INSPECTOR, AND CONTRACTING OFFICER MUST JOINTLY INSPECT MODIFIED SYSTEMS AND COMPONENTS TO VERIFY COMPLIANCE.

PERFORM OPERATIONAL TESTS, NO-LOAD TESTS, AND LOAD TESTS, IN ACCORDANCE WITH

SPECIFICATION 41 22 13.15.

VERTICAL LIFT FABRIC DOOR REPAIRS

1.

2.

A.

a.

b.

c.

d.

e.

f.

g.

h.

i.

j.

B.

3.

4.

5.

A.

B.

REPAIRED VLFD SYSTEM MUST BE IN ACCORDANCE WITH UFC 4-211-01 AND UFC 3-301-01.

GENERAL SCOPE OF WORK FOR VLFD REPAIRS:

REMOVE EXISTING AND PROVIDE NEW:

MAIN AND REMOTE CONTROL PANELS

OPEN AND CLOSE LIMIT SWITCHES

PASS DOOR INTERLOCK SWITCHES

MOTOR AND GEARBOX ASSEMBLY FOR EACH DOOR LEAF

MOTOR AND GEARBOX ASSEMBLY FOR EACH MULLION

LIFTING BELTS, WIRE ROPES, AND CHAINS FOR DOOR OPERATION

FABRIC (ALL DOOR PANELS)

GUIDE BLOCKS AND GUIDE ROLLERS

FLOOR SEALS

PERSONNEL DOOR IN VLFD (MATCH EXISTING LOCATION)

PROVIDE ALL ADDITIONAL ITEMS AS MAY BE NEEDED TO PROVIDE A COMPLETE AND FUNCTIONAL VLFD

SYSTEM.

COORDINATE VLFD WORK WITH ALL OTHER TRADES. PROVIDE ALL RELATED WORK REQUIRED FOR

COMPLETE REPAIR OF THE VLFD SYSTEM AT LP48.

FIELD MEASURE ALL DIMENSIONS FOR VLFD. MEASURE VERTICAL DIMENSIONS AFTER INSTALLATION OF

ANTENNA PLATFORM FRAMING. COORDINATE VLFD WITH AS-CONSTRUCTED GEOMETRY OF DOOR

OPENING.

EXISTING TRUSSES 'T1' AND 'T2' SUPPORT THE VLFD SYSTEM. ESTIMATED VERTICAL DEFLECTIONS OF

TRUSSES 'T1' AND 'T2' AT MID-SPAN (COLUMN LINE H12):

ROOF AND ANTENNA PLATFORM LIVE LOAD 2" (DOWN)

WIND UPLIFT (SERVICE LEVEL WIND) 2 1/2" (UP)

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

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EN

T

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TH

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IN

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M S

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DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

NA

VA

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FA

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, V A

AS NOTED

4525 MAIN STREET, SUITE 1400

VIRGINIA BEACH, VA 23462

757.455.5800

UNCLASSIFIED

UN

CL

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UNCLASSIFIED

JWJ

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SF521

M O

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12924586

PAA JTM

05/28/2025

Dave Snelling MQ-25 SEIT APML

RY/JPG

1737012

DJD

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-4

NOT TO SCALEA3 EXISTING OVERHEAD BRIDGE CRANE (TYPICAL OF (2))

SY

M

DE

SC

RI

PT

IO

N

DA

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AP

PR

MI

SC

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3/1 1/2

FG

FG

FG1

FG

FG

HF

HG

HH

HJ

H1 H12ST 1 ST 2

PE

P1 P6 P7 P10 P11 P14 P15

PA

PB

PG

PF

TRUSS TR-1 TRUSS TR-2 TRUSS TR-3

SF831

D1 _____

SF832

D1

SF710

B3

SF833

D1

TOWER 1

TOWER 2 TOWER 3

6'-0" 52'-8 1/4" 6'-0" 39'-7" 6'-4" 19'-11 1/2" 19'-11 1/2" 6'-4"

STAIR

LANDING

AR

EA

C

AR

EA

D

8'- 4"

7'- 9"

5'-

'-8

6'- 0"

AR

EA

C

AR

EA

D

TOWER 4

CDL FRAME, SEE

SHEET SF833

CDL FRAME, SEE

SHEET SF833

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

A.

B.

C.

TOP OF STEEL ELEVATIONS ARE INDICATED AS [+X'-X"], REFERENCED TO

FINISHED FLOOR DATUM ELEVATION [0'-0"], UNLESS OTHERWISE NOTED.

DIMENSIONS ARE TO CENTERLINES OF MEMBERS AND TO WORKPOINTS,

TYPICAL. BRACES ARE CONCENTRIC TO BEAM AND COLUMN CENTERLINES,

UON.

HOT-DIP GALVANIZE ALL STRUCTURAL STEEL FOR ANTENNA PLATFORM.

PROVIDE GALVANIZED FASTENERS IN ALL CONNECTIONS.

COORDINATE WITH STAIR PROVIDER FOR HOLES AND ATTACHMENT POINTS.

COORDINATE WITH CABLE TRAY REQUIREMENTS FOR HOLES, ATTACHMENT

POINTS, AND ANY SUPPLEMENTAL FRAMING.

'FG1' INDICATES DIRECTION OF SPAN FOR FRP GRATING AT PLATFORM

WALKWAY, REFER TO TYPICAL DETAIL, SHEET SF851.

ANTENNA PLATFORM TRUSSES ARE MARKED AS 'TR-x' ON PLAN AND

ELEVATIONS. CONSTRUCT TRUSSES WITH CAMBER AS INDICATED ON SHEETS

SF831 TO SF835.

ERECT ANTENNA PLATFORM TOWERS AND TRUSSES FROM THE GROUND. DO

NOT STORE OR STAGE MATERIAL ON EXISTING HANGAR ROOF.

PERFORM EXISTING ROOF TRUSS MODIFICATIONS AND COMPLETELY INSTALL

SUPPLEMENTAL FRAMING PRIOR TO INSTALLING ANTENNA PLATFORM

TOWERS.

DIMENSIONS AND ELEVATIONS OF EXISTING STRUCTURE ARE BASED ON

AVAILABLE RECORD DRAWINGS. FIELD VERIFY EXISTING CONDITIONS AND

ELEVATIONS. THE ROOF STRUCTURE OF THE EXISTING HANGAR MAY BE

DEFLECTED FROM INDICATED ELEVATIONS DUE TO EXISTING LOAD ON THE

STRUCTURE.

THE EXISTING ROOF STRUCTURE WILL DEFLECT AS ANTENNA PLATFORM IS

CONSTRUCTED. REFER TO SHEETS SF804, SF805, AND SF821 THROUGH SF826

FOR ADDITIONAL INFORMATION ON TOWER ADJUSTMENTS TO COMPENSATE.

REFER TO SF104 AND PROJECT SPECIFICATIONS FOR SURVEY

REQUIREMENTS.

METHODS AND SEQUENCING OF CONSTRUCTION IS THE CONTRACTOR'S

RESPONSIBILITY. REVIEW THE FOLLOWING ANTICIPATED SEQUENCE OF

CONSTRUCTION AND PROVIDE PLANNED SEQUENCE WITH SHOP DRAWINGS:

INSTALL MODIFICATIONS AND SUPPLEMENTAL FRAMING TO EXISTING

TRUSSES 'T1' AND 'T2'.

INSTALL EACH TOWER (1 THROUGH 6), IN ANY ORDER.

INSTALL EACH TRUSS (TR-1 TO TR-5) WORKING FROM OUTSIDE IN (TR-1,

TR-5, TR-2, TR-4, TR-3).

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

FA

CI

LI

TI

ES

E

NG

IN

EE

RI

NG

S

YS

TE

M

S

CO

M M

AN

D

M

ID

-A

TL

AN

TI

C

N

AV

AL

S

TA

TI

O N

N

O R

FO

LK

, V A

AS NOTED

4525 MAIN STREET, SUITE 1400

VIRGINIA BEACH, VA 23462

757.455.5800

UNCLASSIFIED

UN

CL

AS

SI

FI

ED

UNCLASSIFIED

JWJ

HPN

SF802

AN

TE

NN

A

PL

AT

FO

RM

F

RA

M

IN

G P

LA

N

- A

RE

A C

MSH

12924593

PAA JTM

05/28/2025

Dave Snelling MQ-25 SEIT APML

RY/JPG

1737012

DJD

P -2

M

Q -2

A

IR

C

R A

FT

L

A Y

D O

W N

F A

C

IL

IT

IE

S

B U

IL

D

IN

G

L P

-4

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

GRAPHIC SCALE(S)

PLAN NOTES

KEY PLAN

A B

C D

A B

C D

SCALE: 1/8" = 1'-0"SF801

C1 A1 ANTENNA PLATFORM FRAMING PLAN - AREA C

SY

M

DE

SC

RI

PT

IO

N

DA

TE

AP

PR

MI

SC

R

EV

IS

IO

NS

3/1 1/2

FG

FG

FG

HF

HG

HH

HJ

H12 H23

PE

P14 P15 P18 P19 P22

PA

PB

PG

PF

SF834

D1 _____

SF835

D1

TRUSS TR-4 TRUSS TR-5

19'-11 1/2" 6'-4" 39'-7" 6'-0" 52'-8 1/4" 6'-0"

TOWER 4 TOWER 5 TOWER 6

AR

EA

C

AR

EA

D

AR

EA

C

AR

EA

D

CDL FRAME, SEE

SHEET SF833

CDL FRAME, SEE

SHEET SF833

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

A.

B.

C.

TOP OF STEEL ELEVATIONS ARE INDICATED AS [+X'-X"], REFERENCED TO

FINISHED FLOOR DATUM ELEVATION [0'-0"], UNLESS OTHERWISE NOTED.

DIMENSIONS ARE TO CENTERLINES OF MEMBERS AND TO WORKPOINTS,

TYPICAL. BRACES ARE CONCENTRIC TO BEAM AND COLUMN CENTERLINES,

UON.

HOT-DIP GALVANIZE ALL STRUCTURAL STEEL FOR ANTENNA PLATFORM.

PROVIDE GALVANIZED FASTENERS IN ALL CONNECTIONS.

COORDINATE WITH STAIR PROVIDER FOR HOLES AND ATTACHMENT POINTS.

COORDINATE WITH CABLE TRAY REQUIREMENTS FOR HOLES, ATTACHMENT

POINTS, AND ANY SUPPLEMENTAL FRAMING.

'FG1' INDICATES DIRECTION OF SPAN FOR FRP GRATING AT PLATFORM

WALKWAY, REFER TO TYPICAL DETAIL, SHEET SF851.

ANTENNA PLATFORM TRUSSES ARE MARKED AS 'TR-x' ON PLAN AND

ELEVATIONS. CONSTRUCT TRUSSES WITH CAMBER AS INDICATED ON SHEETS

SF831 TO SF835.

ERECT ANTENNA PLATFORM TOWERS AND TRUSSES FROM THE GROUND. DO

NOT STORE OR STAGE MATERIAL ON EXISTING HANGAR ROOF.

PERFORM EXISTING ROOF TRUSS MODIFICATIONS AND COMPLETELY INSTALL

SUPPLEMENTAL FRAMING PRIOR TO INSTALLING ANTENNA PLATFORM

TOWERS.

DIMENSIONS AND ELEVATIONS OF EXISTING STRUCTURE ARE BASED ON

AVAILABLE RECORD DRAWINGS. FIELD VERIFY EXISTING CONDITIONS AND

ELEVATIONS. THE ROOF STRUCTURE OF THE EXISTING HANGAR MAY BE

DEFLECTED FROM INDICATED ELEVATIONS DUE TO EXISTING LOAD ON THE

STRUCTURE.

THE EXISTING ROOF STRUCTURE WILL DEFLECT AS ANTENNA PLATFORM IS

CONSTRUCTED. REFER TO SHEETS SF804, SF805, AND SF821 THROUGH SF826

FOR ADDITIONAL INFORMATION ON TOWER ADJUSTMENTS TO COMPENSATE.

REFER TO SF104 AND PROJECT SPECIFICATIONS FOR SURVEY

REQUIREMENTS.

METHODS AND SEQUENCING OF CONSTRUCTION IS THE CONTRACTOR'S

RESPONSIBILITY. REVIEW THE FOLLOWING ANTICIPATED SEQUENCE OF

CONSTRUCTION AND PROVIDE PLANNED SEQUENCE WITH SHOP DRAWINGS:

INSTALL MODIFICATIONS AND SUPPLEMENTAL FRAMING TO EXISTING

TRUSSES 'T1' AND 'T2'.

INSTALL EACH TOWER (1 THROUGH 6), IN ANY ORDER.

INSTALL EACH TRUSS (TR-1 TO TR-5) WORKING FROM OUTSIDE IN (TR-1,

TR-5, TR-2, TR-4, TR-3).

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

FA

CI

LI

TI

ES

E

NG

IN

EE

RI

NG

S

YS

TE

M

S

CO

M M

AN

D

M

ID

-A

TL

AN

TI

C

N

AV

AL

S

TA

TI

O N

N

O R

FO

LK

, V A

AS NOTED

4525 MAIN STREET, SUITE 1400

VIRGINIA BEACH, VA 23462

757.455.5800

UNCLASSIFIED

UN

CL

AS

SI

FI

ED

UNCLASSIFIED

JWJ

HPN

SF803

AN

TE

NN

A

PL

AT

FO

RM

F

RA

M

IN

G P

LA

N

- A

RE

A D

MSH

12924594

PAA JTM

05/28/2025

Dave Snelling MQ-25 SEIT APML

RY/JPG

1737012

DJD

P -2

M

Q -2

A

IR

C

R A

FT

L

A Y

D O

W N

F A

C

IL

IT

IE

S

B U

IL

D

IN

G

L P

-4

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

GRAPHIC SCALE(S)

PLAN NOTES

KEY PLAN

SCALE: 1/8" = 1'-0"SF801

C1 A1 ANTENNA PLATFORM FRAMING PLAN - AREA D

A B

C D

A B

C D

SY

M

DE

SC

RI

PT

IO

N

DA

TE

AP

PR

MI

SC

R

EV

IS

IO

NS

3/1 1/2

1 1

M2 M4H1 H2 H3 H4 H5 H6 H7 H8 H9 H10 H11 H12 H13 H14ST 1 ST 2

TOS

[+73'-11"]

[0'-0"]

P1 P6 P7 P10 P11 P14 P15

SF821

A1 _____

SF822

A1 _____

SF823

A1

TOWER 1 TOWER 2 TOWER 3

EXISTING 'T2'

TRUSS FRAMING

EXISTING

COLUMN

EXISTING ROOF

JOIST, TYP

EXISTING

CANTILEVER

TRUSS FRAMING

TOS

[+43'-0"±]

TRUSS TR-1 TRUSS TR-2 TRUSS TR-3

AR

EA

C

AR

EA

D

AR

EA

C

AR

EA

D

1.

2.

3.

4.

5.

TOP OF STEEL ELEVATIONS FOR EXISTING HANGAR FRAMING ARE INDICATED

AS [+X'-X"±], REFERENCED TO FINISHED FLOOR DATUM ELEVATION [0'-0"],

UNLESS OTHERWISE NOTED.

THE ACTUAL TOP OF STEEL ELEVATIONS FOR EXISTING FRAMING MUST BE

FIELD MEASURED, AND MAY VARY FROM ELEVATIONS SHOWN.

THE FINISHED TOP OF STEEL ELEVATION FOR THE ANTENNA PLATFORM MUST

BE AS INDICATED, AT COMPLETION OF STEEL ERECTION.

ADJUST THE BASE ELEVATION AND FABRICATED HEIGHT OF TOWERS TO

ACCOUNT FOR STRUCTURE DEFLECTION AND ACCOMPLISH THE REQUIRED

TOP OF STEEL ELEVATION. PROVIDE ADJUSTMENT AND FILLER PLATES

(SHIMS) TO ACCOMPLISH ELEVATIONS AND CONSTRUCT THE TOWERS PLUMB

(VERTICAL). REFER TO TOWER BASE DETAILS ON SHEET SF854.

MONITOR AND MEASURE DEFLECTIONS OF STRUCTURE DURING ERECTION

WORK. ANTICIPATED VERTICAL DEFLECTIONS ARE INDICATED ON EACH

TOWER DRAWING (SF821 TO SF826).

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

FA

CI

LI

TI

ES

E

NG

IN

EE

RI

NG

S

YS

TE

M

S

CO

M M

AN

D

M

ID

-A

TL

AN

TI

C

N

AV

AL

S

TA

TI

O N

N

O R

FO

LK

, V A

AS NOTED

4525 MAIN STREET, SUITE 1400

VIRGINIA BEACH, VA 23462

757.455.5800

UNCLASSIFIED

UN

CL

AS

SI

FI

ED

UNCLASSIFIED

JWJ

HPN

SF804

AN

TE

NN

A

PL

AT

FO

RM

E

LE

VA

TI

O N

- A

RE

A C

MSH

12924595

PAA JTM

05/28/2025

Dave Snelling MQ-25 SEIT APML

RY/JPG

1737012

DJD

P -2

M

Q -2

A

IR

C

R A

FT

L

A Y

D O

W N

F A

C

IL

IT

IE

S

B U

IL

D

IN

G

L P

-4

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

GRAPHIC SCALE(S)

PLATFORM ELEVATION NOTES

KEY PLAN

A B

C D

A B

C D

SCALE: 1/8" = 1'-0"SF801

A1 B1 ANTENNA PLATFORM TOWER ELEVATION - AREA C

SY

M

DE

SC

RI

PT

IO

N

DA

TE

AP

PR

MI

SC

R

EV

IS

IO

NS

3/1 1/2

M2H11 H12 H13 H14 H15 H16 H17 H19 H20 H21 H22 H23P14 P15 P18 P19 P22

SF824

A1 _____

SF825

A1 _____

SF826

A1

TOWER 4 TOWER 5 TOWER 6

EXISTING

COLUMN

EXISTING 'T2'

TRUSS FRAMING

EXISTING ROOF

JOIST, TYP

EXISTING

CANTILEVER

TRUSS FRAMING

TRUSS TR-3 TRUSS TR-4 TRUSS TR-5

TOS

[+73'-11"]

[0'-0"]

TOS

[+43'-0"±]

AR

EA

C

AR

EA

D

AR

EA

C

AR

EA

D

H18 1.

2.

3.

4.

5.

TOP OF STEEL ELEVATIONS FOR EXISTING HANGAR FRAMING ARE INDICATED

AS [+X'-X"±], REFERENCED TO FINISHED FLOOR DATUM ELEVATION [0'-0"],

UNLESS OTHERWISE NOTED.

THE ACTUAL TOP OF STEEL ELEVATIONS FOR EXISTING FRAMING MUST BE

FIELD MEASURED, AND MAY VARY FROM ELEVATIONS SHOWN.

THE FINISHED TOP OF STEEL ELEVATION FOR THE ANTENNA PLATFORM MUST

BE AS INDICATED, AT COMPLETION OF STEEL ERECTION.

ADJUST THE BASE ELEVATION AND FABRICATED HEIGHT OF TOWERS TO

ACCOUNT FOR STRUCTURE DEFLECTION AND ACCOMPLISH THE REQUIRED

TOP OF STEEL ELEVATION. PROVIDE ADJUSTMENT AND FILLER PLATES

(SHIMS) TO ACCOMPLISH ELEVATIONS AND CONSTRUCT THE TOWERS PLUMB

(VERTICAL). REFER TO TOWER BASE DETAILS ON SHEET SF854.

MONITOR AND MEASURE DEFLECTIONS OF STRUCTURE DURING ERECTION

WORK. ANTICIPATED VERTICAL DEFLECTIONS ARE INDICATED ON EACH

TOWER DRAWING (SF821 TO SF826).

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

FA

CI

LI

TI

ES

E

NG

IN

EE

RI

NG

S

YS

TE

M

S

CO

M M

AN

D

M

ID

-A

TL

AN

TI

C

N

AV

AL

S

TA

TI

O N

N

O R

FO

LK

, V A

AS NOTED

4525 MAIN STREET, SUITE 1400

VIRGINIA BEACH, VA 23462

757.455.5800

UNCLASSIFIED

UN

CL

AS

SI

FI

ED

UNCLASSIFIED

JWJ

HPN

SF805

AN

TE

NN

A

PL

AT

FO

RM

E

LE

VA

TI

O N

- A

RE

A D

MSH

12924596

PAA JTM

05/28/2025

Dave Snelling MQ-25 SEIT APML

RY/JPG

1737012

DJD

P -2

M

Q -2

A

IR

C

R A

FT

L

A Y

D O

W N

F A

C

IL

IT

IE

S

B U

IL

D

IN

G

L P

-4

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

GRAPHIC SCALE(S)

PLATFORM ELEVATION NOTES

KEY PLAN

A B

C D

A B

C D

SCALE: 1/8" = 1'-0"SF801

A1 B1 ANTENNA PLATFORM TOWER ELEVATION - AREA D

SY

M

DE

SC

RI

PT

IO

N

DA

TE

AP

PR

MI

SC

R

EV

IS

IO

NS

3/1 1/2

A1

SF811

B1

SF811

OVERALL LENGTH

42'-2 1/4"

6'- 0"

5'-3" 5'-3" 5'-3" 5'-4 1/8" 5'-4 1/8" 5'-3" 5'-3" 5'-3"

WT7X13 BOS [+69'-11"]

WT7X13 BOS [+69'-11"]

L3X2X3/16

(TYP, UON)

C4

SF831

_____ C4

SF831

_____ C4

SF831

_____ C4

SF831

_____ B1

SF852

PB

PA

P1 P6

A1

SF811

B1

SF811

5'-3" 5'-3" 5'-3" 5'-3" 5'-4 1/8" 5'-4 1/8" 5'-3" 5'-3" 5'-3" 5'-3"

OVERALL LENGTH

52'-8 1/4"

3'- 0"

3'- 0"

WT7X19 [+73'-11"]

WT7X19 [+73'-11"]

DIAGONAL

(TYP, UON)(LLV, TYP, UON)(LLV, TYP, UON)

L5X3X1/4 L5X3X1/4 L3X3X1/4

6'-0"

6'- 0"

W T7

X1

W T7

X1

WT7X19

L5X3X1/4 LLV WT7X19

W T7

X1

L3X3X1/4

2'-0"

L5X3X1/4 LLV

P1

PA

PB

P6 P7

B1

SF852

_____ B3

SF852

C4

SF852

L5X3X1/4 LLV

L5 X3

X1 /4

LL

V

L5 X3

X1 /4

LL

V

L5 X3

X1 /4

LL

V

(TYP)

SF833

A3

1'-10"

73'-11"

TOS

69'11"

BOS

VERTICAL

(TYP, UON)

(TYP, UON)

TOP CHORD, SEE PLAN

BOTTOM CHORD, SEE PLAN

L3X2X3/16

L3X2X3/16

2L3X2X3/16LLBB2L3X2X3/16LLBB

52'-8 1/4"

5'-3" 5'-3" 10'-7 1/8" 5'-3" 5'-3"5'-4 1/8" 5'-3" 5'-3"

P6 P1

SF852

C1

SF852

C2 TYP

73'-11"

TOS

69'11"

BOS

VERTICAL

(TYP, UON)

(TYP. UON)

TOP CHORD, SEE PLAN

BOTTOM CHORD, SEE PLAN

52'-8 1/4"

5'-3" 5'-3" 5'-3" 5'-3" 5'-4 1/8" 5'-4 1/8" 5'-3" 5'-3" 5'-3" 5'-3"

L3X2X3/16

2L3X2X3/16LLBB2L3X2X3/16LLBB

L3X2X3/16

P1 P6

1.

2.

3.

4.

A.

B.

5.

TOP AND BOTTOM OF STEEL ELEVATIONS ARE INDICATED AS [+X'-X"],

REFERENCED TO FINISHED FLOOR DATUM ELEVATION [0'-0"], UNLESS

OTHERWISE NOTED.

ALL STEEL TRUSS MEMBERS MUST BE HOT-DIP GALVANIZED. PROVIDE

GALVANIZED FASTENERS.

DESIGN INTENT IS FOR TRUSSES TO BE FULLY ASSEMBLED ON GROUND AND

ERECTED AS A SINGLE ELEMENT.

PROVIDE TRUSSES WITH VERTICAL CAMBER OF TOP AND BOTTOM CHORDS.

PROVIDE INDICATED CAMBER AT MID-SPAN FOR VERTICAL DEFLECTION OF

FULLY ASSEMBLED TRUSS WHEN SUPPORTING ONLY ITS OWN WEIGHT.

COMPLY WITH AISC 303 FOR TOLERANCES:

TR-1 AND TR-5: 1 1/2"

TR-2, TR-3, AND TR-4: 1"

'FG1' INDICATES DIRECTION OF SPAN FOR FRP GRATING AT PLATFORM

WALKWAY, REFER TO TYPICAL DETAIL, SHEET SF851.

4'- 0"

PA PB

6'-0"

L3X2X3/16

[SEE ELEV]

TOS

[SEE ELEV]

BOS

SEE ALSO

C4 / SF852

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

FA

CI

LI

TI

ES

E

NG

IN

EE

RI

NG

S

YS

TE

M

S

CO

M M

AN

D

M

ID

-A

TL

AN

TI

C

N

AV

AL

S

TA

TI

O N

N

O R

FO

LK

, V A

AS NOTED

4525 MAIN STREET, SUITE 1400

VIRGINIA BEACH, VA 23462

757.455.5800

UNCLASSIFIED

UN

CL

AS

SI

FI

ED

UNCLASSIFIED

JWJ

HPN

SF831

AN

TE

NN

A

PL

AT

FO

RM

TR

US

S

TR

-1

MSH

12924603

PAA JTM

05/28/2025

Dave Snelling MQ-25 SEIT APML

RY/JPG

1737012

DJD

P -2

M

Q -2

A

IR

C

R A

FT

L

A Y

D O

W N

F A

C

IL

IT

IE

S

B U

IL

D

IN

G

L P

-4

SCALE: 1/4" = 1'-0"C1 TRUSS TR-1 - BOTTOM CHORD FRAMING PLAN

SCALE: 1/4" = 1'-0"SF802

A1 D1 TRUSS TR-1 - TOP CHORD FRAMING PLAN

SCALE: 1/4" = 1'-0"B1 TRUSS TR-1 - NORTH ELEVATION

SCALE: 1/4" = 1'-0"A1 TRUSS TR-1 - SOUTH ELEVATION

1/4" = 1' - 0"

0 5' 10' 15'1'

GRAPHIC SCALE(S)

TRUSS NOTES

SCALE: 1/4" = 1'-0"C4 SECTION

SY

M

DE

SC

RI

PT

IO

N

DA

TE

AP

PR

MI

SC

R

EV

IS

IO

NS

3/1 1/2

P11 P14

PA

PB

A1

SF813

B1

SF813

OVERALL LENGTH

29'-9"

6'-0" 3'-10" 4'-11 1/2" 4'-11 1/2" 5'-0" 5'-0"

WT7X13 BOS [+69'-11"]

WT7X13 BOS [+69'-11"]

L3X2X3/16

BOS [+69'-11"]

(TYP, UON)

B1

SF852

_____ C3

SF833

_____ C3

SF833

_____ C3

SF833

_____ 6'-

0"B1

SF852

P11 P14

PA

PB

A1

SF813

B1

SF813

39'-11" OVERALL LENGTH

WT7X19 [+73'-11"]

WT7X19 [+73'-11"]

5'-2" 6'-0" 3'-10" 4'-11 1/2" 4'-11 1/2" 5'-0" 5'-0" 5'-0"

EQ

EQ

L5X3X1/4 [+73'-11"]

(TYP, UON)

L5X3X1/4 [+73'-11"]

(TYP, UON)

L3X3X1/4

DIAGONAL

(TYP, UON)

6'- 0"

WT7X19

W T7

X1

L5 X3

X1 /4

LL

V

WT7X19WT7X19

L3X3X1/4

L3X3X1/4

6'- 0"

B3

SF852

_____ B1

SF852

C4

SF852

L5 X3

X1 /4

LL

V

L5 X3

X1 /4

LL

V

L5X3X1/4 LLV

W T7

X1

10"

B1

SF852

L5 X3

X1 /4

LL

V

SF833

A32'-0 1/2"

P11P14

73'-11"

TOS

69'11"

BOS

5'-0" 5'-0" 5'-0" 4'-11 1/2" 4'-11 1/2" 3'-10" 6'-0" 5'-2"

BOTTOM CHORD, SEE PLAN

39'-11"

TOP CHORD, SEE PLAN

2L3X2X3/16LLBB 2L3X2X3/16LLBB

L3X2X3/16

(TYP, UON)

L3X2X3/16

VERTICAL

(TYP, UON)

SF852

C1

SF852

C2

P11 P1439'-11"

73'-11"

TOS

69'11"

BOS

TOP CHORD, SEE PLAN

BOTTOM CHORD, SEE PLAN

(TYP, UON)

VERTICAL

(TYP, UON)

L3X2X3/16

2L3X2X3/16LLBB 2L3X2X3/16LLBB

6'-0" 3'-10" 4'-11 1/2" 4'-11 1/2" 5'-0" 5'-0"

L3X2X3/16

5'-2" 5'-0"

SF852

C1

SF852

C2

1.

2.

3.

4.

A.

B.

5.

TOP AND BOTTOM OF STEEL ELEVATIONS ARE INDICATED AS [+X'-X"],

REFERENCED TO FINISHED FLOOR DATUM ELEVATION [0'-0"], UNLESS

OTHERWISE NOTED.

ALL STEEL TRUSS MEMBERS MUST BE HOT-DIP GALVANIZED. PROVIDE

GALVANIZED FASTENERS.

DESIGN INTENT IS FOR TRUSSES TO BE FULLY ASSEMBLED ON GROUND AND

ERECTED AS A SINGLE ELEMENT.

PROVIDE TRUSSES WITH VERTICAL CAMBER OF TOP AND BOTTOM CHORDS.

PROVIDE INDICATED CAMBER AT MID-SPAN FOR VERTICAL DEFLECTION OF

FULLY ASSEMBLED TRUSS WHEN SUPPORTING ONLY ITS OWN WEIGHT.

COMPLY WITH AISC 303 FOR TOLERANCES:

TR-1 AND TR-5: 1 1/2"

TR-2, TR-3, AND TR-4: 1"

'FG1' INDICATES DIRECTION OF SPAN FOR FRP GRATING AT PLATFORM

WALKWAY, REFER TO TYPICAL DETAIL, SHEET SF851.

4'- 0"

PA PB

6'-0"

L3X2X3/16

[SEE ELEV]

TOS

[SEE ELEV]

BOS

SEE ALSO

C4 / SF852

HSS 3x3x1/4

(TYP OF 4)

W8x18

W8x18 W

8x

W 8x

TOS [+76'-2"]*, TYP

B4

SF833

3'- 0"

B3

SF833

4'-1 1/2" *

* COORDINATE

DIMENSIONS AND

ELEVATIONS WITH CDL

REQUIREMENTS

CDL PLATFORM

MOUNTING PLATE

(GFCI)

3 3 /4"

3/4

PA

BEAM, SEE PLAN

POST, SEE PLAN

END PL 3/8x6x0'-6" WITH

(4) 3/4"Ø HS BOLTS, 4" GA

CAP PL 1/2x6 1/2x0'-10"

WITH (4) 3/4"Ø HS

BOLTS, 7" GA

3 1/2"

3/16 3/16

3/16

CDL PLATFORM

MOUNTING PLATE

WITH SPACER

ASSEMBLY

[SEE PLAN]

TOS

[+76'-6"]

CDL

1.

2.

3.

4.

CDL FRAME (CFCI) SUPPORTS THE CDL (GFCI). COORDINATE DIMENSIONS,

ELEVATIONS, ATTACHMENT POINTS, AND ORIENTATION REQUIREMENTS

PRIOR TO FABRICATING AND INSTALLING SUPPORT FRAME. REFER TO

ELECTRICAL DRAWINGS FOR ADDITIONAL REQUIREMENTS.

COORDINATE FRAME DIMENSIONS, INCLUDING ELEVATIONS AND ATTACHMENT

POINT LAYOUT, WITH CDL MOUNTING PLATE AND PLATFORM.

ALL STEEL FOR FRAME, INCLUDING FASTENERS, MUST BE HOT-DIP

GALVANIZED.

ATTACH CDL MOUNTING PLATE (PLATFORM) AND CDL TO SUPPORT FRAME IN

ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.

ANTENNA PLATFORM

FRAMING, SEE PLAN

POST, SEE PLAN

3/16

[SEE PLAN]

TOS

BASE PL 1/2x6 1/2x0'-10"

WITH (4) 3/4"Ø HS

BOLTS, 7" GA

3 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.:

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DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

NA

VA

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FA

CI

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IN

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RI

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S

CO

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AS NOTED

4525 MAIN STREET, SUITE 1400

VIRGINIA BEACH, VA 23462

757.455.5800

UNCLASSIFIED

UN

CL

AS

SI

FI

ED

UNCLASSIFIED

JWJ

HPN

SF833

AN

TE

NN

A

PL

AT

FO

RM

TR

US

S

TR

-3

MSH

12924605

PAA JTM

05/28/2025

Dave Snelling MQ-25 SEIT APML

RY/JPG

1737012

DJD

P -2

M

Q -2

A

IR

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R A

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D O

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F A

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-4

SCALE: 1/4" = 1'-0"C1 TRUSS TR-3 - BOTTOM CHORD FRAMING PLAN

SCALE: 1/4" = 1'-0"SF802

A1 D1 TRUSS TR-3 - TOP CHORD FRAMING PLAN

SCALE: 1/4" = 1'-0"B1 TRUSS TR-3 - NORTH ELEVATION

SCALE: 1/4" = 1'-0"A1 TRUSS TR-3 - SOUTH ELEVATION

1" = 1' - 0"

0 6" 1' 3'2'

1/2" = 1' - 0" 0 1' 5'6" 2' 3' 4'

1/4" = 1' - 0" 0 5' 10' 15'1'

GRAPHIC SCALE(S)

TRUSS NOTES

CDL SUPPORT FRAME NOTES

NOT TO SCALEC3 SECTION

SY

M

DE

SC

RI

PT

IO

N

DA

TE

AP

PR

MI

SC

R

EV

IS

IO

NS

3/1 1/2

SCALE: 1/2" = 1'-0"SF831

D1 A3 CDL SUPPORT FRAME

SCALE: 1" = 1'-0"SF833

A3 B4 SECTION

SCALE: 1" = 1'-0"SF833

A3 B3 SECTION

P15 P18

PB

A1

SF814

B1

SF814

WT7X13 BOS [+69'-11"]

WT7X13 BOS [+69'-11"]

OVERALL LENGTH

29'-10 1/2"

4'-8" 5'-0" 5'-0"

L5X3X1/4 [+70'-4"]

(TYP, UON)

C3

SF834

_____ B1

SF852

_____ C3

SF834

_____ C3

SF834

6'-0"6'-4"2'-11"

6'- 0"B1

SF852

_____ B1

SF852

P15 P18

PA

PB

A1

SF814

B1

SF814

39'-7" OVERALL LENGTH

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

WT7X19 [+73'-11"]

WT7X19 [+73'-11"]

EQ

EQ

DIAGONAL

(TYP, UON)

L3X3X1/4

(TYP, UON)

L5X3X1/4 [+73'-11"]

(TYP, UON)

L5X3X1/4 [+73'-11"]

WT7X19

W T7

X1

W T7

X1

L5 X3

X1 /4

LL

V

L3X3X1/4L3X3X1/4

L3X3X1/4

L3X3X1/4

WT7X19 WT7X19

6'- 0"

6'- 0"

B1

SF852

_____ C4

SF852

L5 X3

X1 /4

LL

V

L5 X3

X1 /4

LL

V

SF833

A33'-11 1/2"

P15P18

73'-11"

TOS

69'11"

BOS

L3X2X3/16

VERTICAL

(TYP, UON)

2L3X2X3/16LLBB2L3X2X3/16LLBB

L3X2X3/16

(TYP, UON)

5'-0" 5'-0" 4'-8"

39'-7"

TOP CHORD, SEE PLAN

BOTTOM CHORD, SEE PLAN

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

P15 P1839'-7"

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

73'-11"

TOS

69'-11"

BOS

VERTICAL

(TYP, UON) TOP CHORD, SEE PLAN

BOTTOM CHORD, SEE PLAN

L3X2X3/16

2L3X2X3/16LLBB2L3X2X3/16LLBB

L3X2X3/16

1.

2.

3.

4.

A.

B.

5.

TOP AND BOTTOM OF STEEL ELEVATIONS ARE INDICATED AS [+X'-X"],

REFERENCED TO FINISHED FLOOR DATUM ELEVATION [0'-0"], UNLESS

OTHERWISE NOTED.

ALL STEEL TRUSS MEMBERS MUST BE HOT-DIP GALVANIZED. PROVIDE

GALVANIZED FASTENERS.

DESIGN INTENT IS FOR TRUSSES TO BE FULLY ASSEMBLED ON GROUND AND

ERECTED AS A SINGLE ELEMENT.

PROVIDE TRUSSES WITH VERTICAL CAMBER OF TOP AND BOTTOM CHORDS.

PROVIDE INDICATED CAMBER AT MID-SPAN FOR VERTICAL DEFLECTION OF

FULLY ASSEMBLED TRUSS WHEN SUPPORTING ONLY ITS OWN WEIGHT.

COMPLY WITH AISC 303 FOR TOLERANCES:

TR-1 AND TR-5: 1 1/2"

TR-2, TR-3, AND TR-4: 1"

'FG1' INDICATES DIRECTION OF SPAN FOR FRP GRATING AT PLATFORM

WALKWAY, REFER TO TYPICAL DETAIL, SHEET SF851.

4'- 0"

PA PB

6'-0"

L3X2X3/16

[SEE ELEV]

TOS

[SEE ELEV]

BOS

SEE ALSO

C4 / SF852

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.:

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C O

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DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

NA

VA

L

FA

CI

LI

TI

ES

E

NG

IN

EE

RI

NG

S

YS

TE

M

S

CO

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FO

LK

, V A

AS NOTED

4525 MAIN STREET, SUITE 1400

VIRGINIA BEACH, VA 23462

757.455.5800

UNCLASSIFIED

UN

CL

AS

SI

FI

ED

UNCLASSIFIED

JWJ

HPN

SF834

AN

TE

NN

A

PL

AT

FO

RM

TR

US

S

TR

-4

MSH

12924606

PAA JTM

05/28/2025

Dave Snelling MQ-25 SEIT APML

RY/JPG

1737012

DJD

P -2

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SCALE: 1/4" = 1'-0"C1 TRUSS TR-4 - BOTTOM CHORD FRAMING PLAN

SCALE: 1/4" = 1'-0"D1 TRUSS TR-4 - TOP CHORD FRAMING PLAN

SCALE: 1/4" = 1'-0"B1 TRUSS TR-4 - NORTH ELEVATION

SCALE: 1/4" = 1'-0"A1 TRUSS TR-4 - SOUTH ELEVATION

1/4" = 1' - 0"

0 5' 10' 15'1'

GRAPHIC SCALE(S)

TRUSS NOTES

SCALE: 1/4" = 1'-0"C3 SECTION

SY

M

DE

SC

RI

PT

IO

N

DA

TE

AP

PR

MI

SC

R

EV

IS

IO

NS

3/1 1/2

P19 P22

PB

A1

SF815

B1

SF815

OVERALL LENGTH

41'-0 1/4"

5'-10" 5'-8 1/4" 6'-0" 6'-0" 5'-10" 5'-10" 5'-10"

WT7X19 BOS [+68'-11"]

WT7X19 BOS [+68'-11"]

L5X3X1/4

BOS [+68'-11"]

(TYP, UON)

C4

SF835

_____ B1

SF852

_____ B1

SF852

_____ C4

SF835

_____ C4

SF835

6'- 0"B1

SF852

P19 P22

PA

PB

A1

SF815

B1

SF815

52'-8 1/4" OVERALL LENGTH

5'-10" 5'-10" 5'-8 1/4" 6'-0" 6'-0" 5'-10" 5'-10" 5'-10" 5'-10"

WT7X19 [+73'-11"]

WT7X19 [+73'-11"]

EQ

EQ

L5X3X1/4 [+73'-11"]

(TYP, UON)

L3X3X1/4

DIAGONAL

(TYP, UON)

L5X3X1/4 [+73'-11"]

(TYP, UON)

6'- 0"

WT7X19

W T7

X1

L5 X3

X1 /4

LL

V

W T7

X1

WT7X19 WT7X19

L3X3X1/4L3X3X1/4

L3X3X1/4L3X3X1/4

6'- 0"

B1

SF852

C4

SF852

L5 X3

X1 /4

LL

V

L5 X3

X1 /4

LL

V

SF833

A33'-11 1/4"

P19P22

73'-11"

TOS

68'11"

BOS

TOP CHORD, SEE PLAN

BOTTOM CHORD, SEE PLAN

5'-10" 5'-10" 5'-10" 5'-10" 6'-0" 6'-0" 5'-8 1/4" 5'-10" 5'-10"

2L3X2X3/16LLBB

L3X2X3/16(TYP, UON)

2L3X2X3/16LLBB

L3X2X3/16

VERTICAL

(TYP, UON)

52'-8 1/4"

SF852

C1

SF852

C2

P19 P22

68'11"

BOS

73'11"

TOS TOP CHORD, SEE PLAN

BOTTOM CHORD, SEE PLAN

5'-10"5'-10"5'-10"5'-10"6'-0"6'-0"5'-8 1/4"5'-10"5'-10"

L3X2X3/16(TYP, UON) 2L3X2X3/16LLBB2L3X2X3/16LLBB

L3X2X3/16

VERTICAL

(TYP, UON)

52'-8 1/4"

SF852

C1

SF852

C2

1.

2.

3.

4.

A.

B.

5.

TOP AND BOTTOM OF STEEL ELEVATIONS ARE INDICATED AS [+X'-X"],

REFERENCED TO FINISHED FLOOR DATUM ELEVATION [0'-0"], UNLESS

OTHERWISE NOTED.

ALL STEEL TRUSS MEMBERS MUST BE HOT-DIP GALVANIZED. PROVIDE

GALVANIZED FASTENERS.

DESIGN INTENT IS FOR TRUSSES TO BE FULLY ASSEMBLED ON GROUND AND

ERECTED AS A SINGLE ELEMENT.

PROVIDE TRUSSES WITH VERTICAL CAMBER OF TOP AND BOTTOM CHORDS.

PROVIDE INDICATED CAMBER AT MID-SPAN FOR VERTICAL DEFLECTION OF

FULLY ASSEMBLED TRUSS WHEN SUPPORTING ONLY ITS OWN WEIGHT.

COMPLY WITH AISC 303 FOR TOLERANCES:

TR-1 AND TR-5: 1 1/2"

TR-2, TR-3, AND TR-4: 1"

'FG1' INDICATES DIRECTION OF SPAN FOR FRP GRATING AT PLATFORM

WALKWAY, REFER TO TYPICAL DETAIL, SHEET SF851.

5'- 0"

PA PB

6'-0"

L3X2X3/16

[SEE ELEV]

TOS

[SEE ELEV]

BOS

SEE ALSO

C4 / SF852

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.:

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DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

NA

VA

L

FA

CI

LI

TI

ES

E

NG

IN

EE

RI

NG

S

YS

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M

S

CO

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LK

, V A

AS NOTED

4525 MAIN STREET, SUITE 1400

VIRGINIA BEACH, VA 23462

757.455.5800

UNCLASSIFIED

UN

CL

AS

SI

FI

ED

UNCLASSIFIED

JWJ

HPN

SF835

AN

TE

NN

A

PL

AT

FO

RM

TR

US

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TR

-5

MSH

12924607

PAA JTM

05/28/2025

Dave Snelling MQ-25 SEIT APML

RY/JPG

1737012

DJD

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SCALE: 1/4" = 1'-0"C1 TRUSS TR-5 - BOTTOM CHORD FRAMING PLAN

SCALE: 1/4" = 1'-0"D1 TRUSS TR-5 - TOP CHORD FRAMING PLAN

SCALE: 1/4" = 1'-0"B1 TRUSS TR-5 - NORTH ELEVATION

SCALE: 1/4" = 1'-0"A1 TRUSS TR-5 - SOUTH ELEVATION

1/4" = 1' - 0"

0 5' 10' 15'1'

GRAPHIC SCALE(S)

TRUSS NOTES

SCALE: 1/4" = 1'-0"SF835

C1 C4 SECTION

SY

M

DE

SC

RI

PT

IO

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DA

TE

AP

PR

MI

SC

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IS

IO

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3/1 1/2

9"

6"

3 1/2"

WT TOP CHORD

END DIAGONAL

CAP PL-1/4

END PL-1/2

SEAT

PL-3/4x6x0'-7"

STIFFENER

PL-5/8x6x0'-9"

BEARING

PL-3/4x6x0'-6" (2) 3/4"Ø HS

BOLTS, 3 1/2" GA

(SNUG TIGHT)

5/16

5/16 TYP

TOS 1/4

1/4

1/2"

HSS COLUMN

SHORT-SLOTTED

HOLES IN

BEARING PL

WP

1"

REFER TO

TYPICAL TRUSS

CROSS-SECTION

WP

[SEE PLAN]

TOS

EQ EQ

6'-0" 6'-0"

PL-3/8, TYP

3'-0" 3'-0"

PA PB

L3x3x1/4

2 1 /2"

1/4 3 EDGES

TRUSS WEB DIAGONAL,

NOT SHOWN AT

CONNECTIONS FOR CLARITY

WP

SEE TYPICAL

RAILING DETAILS

GRATING NOT SHOWN

1/4

1/4 TYP

CABLE TRAY, SEE

TELCOM DRAWINGS WP

REFER TO TOWER

FRAMING DETAILS

WP

[SEE PLAN]

TOS

6'-0"

PL-3/8, TYP

3'-0" 3'-0"

L3x3x1/4

TOWER COLUMN,

SEE ELEVATIONS

2 1 /2"

WP

1/4 3 EDGES

1/4

1/4TYP

PA

1/4" CAP PL

WT TOP CHORD,

SEE ELEVATION

LLBB END

DIAGONAL, SEE

TRUSS ELEVATION

1 1 /2"

2 1 /2"

1 1 /2"

TYPICAL FOR

CONNECTIONS

TO WT7

WEB VERTICAL, TYP

WEB DIAGONAL

WP

WP

(2) 3/4"Ø HS BOLTS

WP

1"

BOTTOM CHORD

HORIZONTAL

(1) 3/4"Ø HS BOLT

WITH SPACER PL

WEB VERTICAL, TYP

2 1 /2"

2 1 /2"

WP

TOP CHORD

HORIZONTAL

WT TOP CHORD

TOS

EQ EQ

6'-0"

PL-3/8, TYP 1/4

1/4TYP

CROSS MEMBERS, SEE

PLAN FOR LOCATIONS

CABLE TRAY, SEE

TELCOM DRAWINGS

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

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AV

Y N

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F

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C O

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4525 MAIN STREET, SUITE 1400

VIRGINIA BEACH, VA 23462

757.455.5800

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12924614

PAA JTM

05/28/2025

Dave Snelling MQ-25 SEIT APML

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1737012

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SCALE: 1" = 1'-0"SF831

B1 C1 TYPICAL PLATFORM TRUSS SEAT

SCALE: 1" = 1'-0"SF831

C1 B1 TYPICAL PLATFORM - ANTENNA OUTSET

SCALE: 1" = 1'-0"SF831

D1 B3 TYPICAL PLATFORM - ANTENNA OUTSET AT TOWER

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

GRAPHIC SCALE(S)

SCALE: 1" = 1'-0"SF831

B1 C2 TYPICAL PLATFORM TRUSS PANEL

SCALE: 1" = 1'-0"SF831

D1 C4 TYPICAL PLATFORM TRUSS CROSS SECTION

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3/1 1/2

A. FINISHES INDICATED ARE THE APPROVED BASIS OF DESIGN TO CONVEY

COLOR, PATTERN, TEXTURE, AND SALIENT CHARACTERISTICS ONLY. THE

LISTING OF MANUFACTURER INFORMATION IS NOT INTENDED TO LIMIT THE

SELECTION OF PRODUCTS PROVIDED BY OTHER MANUFACTURERS.

PRODUCTS MEETING THESE CRITERIA WILL BE CONSIDERED AND MUST

BE REVIEWED BY THE INTERIOR DESIGNER OF RECORD (IDOR) AND THE

NAVFAC INTERIOR DESIGNER AND APPROVED BY THE CONTRACTING

OFFICER.

B. PAINT INTERIOR METAL DOORS AND FRAMES AND INTERIOR FACE OF

EXTERIOR METAL DOORS AND FRAMES (PT3).

C. PAINT STAIRWELL METAL STRINGERS AND HANDRAILS (PT8), UON.

D. PROVIDE ALL WOOD DOORS IN (WD1) FINISH.

E. IN AREAS WITH PAINTED EXPOSED CEILINGS, PAINT UNDERSIDE OF

CEILING DECK, EXPOSED STRUCTURE, MECHANICAL DUCTWORK,

COVERINGS, PIPING AND CONDUIT, AND WALL ABOVE 10'-0"AFF (PT8), UON.

ALIGN WALL PAINT TRANSITION WITH ADJACENT DROPPED CEILING PLANE

WHERE APPLICABLE WITHIN THE SAME ROOM.

F. FLOORING TRANSITIONS OCURRING AT DOORWAYS TO BE CENTERED AND

NOT VISIBLE WHEN THE DOOR IS IN THE CLOSED POSITION. PROVIDE

APPROPRIATE PROFILES FOR FLOOR MATERIALS BEING INSTALLED. ALL

TRANSITIONS TO MEET ABA STANDARDS. COLORS TO BE SELECTED FROM

MANUFACTURER'S FULL RANGE TO MATCH ADJACENT FLOOR FINISH.

G. MATERIALS/PRODUCTS ARE TO BE INSTALLED PER MANUFACTURER'S

INSTALLATION REQUIREMENTS BY MECHANICS TRAINED AND CERTIFIED IN

THEIR RESPECTIVE SPECIALTY.

H. PROVIDE EPOXY-PAINTED FLOOR STRIPING AT HANGAR H001.

CONTRACTOR TO LAYOUT STRIPING AND COORDINATE FINAL APPROVAL

W/ THE ACTIVITY, NAVFAC INTERIOR DESIGNER, AND CONTRACTING

OFFICER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION.

I. PROVIDE (SSM1) SOLID SURFACE WINDOW STOOLS.

J. PROVIDE GROUT COLORS AS FOLLOWS:

(GR1) W/ (CT1), (CT2), (CT4), AND (CT5)

(GR2) W/ (CT3)

K. PAINT EXPOSED COLUMNS TO MATCH ADJACENT WALL FINISH.

L. PROVIDE STAINLESS STEEL TRIM (MT1) FOR PORCELAIN TILE FLOOR-TO-

WALL TRANSITIONS AND EDGE TRIM (MT2) FOR EXPOSED TILE EDGE

CONDITIONS ON WALLS.

M. PROVIDE (SSM1) COUNTERTOPS AND (PL1) CASEWORK AT CMND CORR

217.

N. PROVIDE (SSM2) COUNTERTOPS WITH INTEGRAL SINKS AND (PL2)

CASEWORK WITH ANGLED APRON AT RESTROOMS.

O. IN HANGAR 001, PAINT UNDERSIDE OF ROOF DECK, MECHANICAL

DUCTWORK, COVERINGS, SMOKE PARTITION, PIPING AND CONDUIT

(HPC1). PAINT CATWALK STRINGER, GRATING, GRATING SUPPORT

STRUCTURE, GUARDRAIL, SAFETY GATE, AND CATWALK ACCESS LADDER,

(HPC2). PAINT EXPOSED STEEL STRUCTURES (HPC3).

P. PROVIDE RESILIENT FLOOR TILE (RFT2) IN ELEVATOR E001.

Q. SOUND ABSORBING CEILING BAFFLE (SAC5, SAC6, SAC7, AND SAC8)

PATTERN TO FOLLOW TYPICAL (SAC1, SAC2, SAC3, AND SAC4) COLOR

DISTRIBUTION PATTERN. REFERENCE SHEET IN501.

R. INSTALL (CG1) CORNER GUARD HEIGHTS AS FOLLOWS:

FIRST FLOOR: FULL HEIGHT FROM TOP OF WALL BASE.

SECOND FLOOR: FROM TOP OF WALL BASE TO UNDERSIDE OF (WG1)

WALL GUARD.

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

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CONSTR. CONTR. NO.

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EPROJECT NO.:

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DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

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AS NOTED

4525 MAIN STREET, SUITE 1400

VIRGINIA BEACH, VA 23462

757.455.5800

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05/28/2025

Dave Snelling MQ-25 SEIT APML

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1737012

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GENERAL NOTESFINISH LEGEND

CODE MATERIAL MANUFACTURER DESCRIPTION COLOR FINISH SIZE REMARKS

ACT2 ACOUSTICAL CEILING TILE ARMSTRONG KITCHEN ZONE; 15/16" SQUARE LAY-IN; PRODUCT #673; GRID: PRELUDE 15/16"; GRID COLOR: WHITE WHITE (WH) SMOOTH 24" X 24" X 5/8"

ACT3 ACOUSTICAL CEILING TILE ARMSTRONG CALLA; 15/16" SQUARE TEGULAR; PRODUCT #2822; GRID: PRELUDE XL 15/16"; GRID COLOR: WHITE WHITE (WH) SMOOTH 24" X 24" X 1"

AF1 ACCESS FLOORING TATE CONCORE PANEL; SERIES: CONCORE 2500/3000 PANEL 24"; FACTORY FINISH: FLEXCO DELANE DISSIPATIVE ESD VINYL #316 COSMIC LATTE 24" X 24"

AF2 ACCESS FLOORING TATE CONCORE PANEL; SERIES: DIRECTPERF 32%; FACTORY FINISH 24" X 24"

C1 CHEMICAL SPLASH CURTAIN STEEL GUARD

SAFETY

SPLASH & ACID RESISTANT CHEMICAL SPLASH CURTAIN; 40 MIL CLEAR PVC - FR WITH 18 OZ. COATED VINYL FR - OPAQUE

TOP AND BOTTOM PANEL; TRANSPARENT MIDDLE PANEL; OPAQUE TOP AND BOTTOM PANEL

CLEAR TRANSPARENT /

BLACK OPAQUE

7'-6"H VERIFY IN FIELD LENGTH. COORDINATE

WITH TRACK HARDWARE

CG1 CORNER GUARD INPRO 160BN BLUNOSE HIGH IMPACT #5E026 BRUSHED NICKEL 2" WING

CPT1 CARPET TILE INTERFACE COLLECTION: NIGHT LIGHTS; STYLE: TRANSLUCENT #107227 IRON 9.845" X 39.38" INSTALL: ASHLAR

CPT2 CARPET TILE INTERFACE COLLECTION: NIGHT LIGHTS; STYLE: REFLECTORS #107272 IRON POPPY 9.845" X 39.38" INSTALL: ASHLAR

CT1 CERAMIC TILE (FLOOR) CROSSVILLE COLLECTION: BELJN; PORCELAIN TILE #BJN02 PLATINUM SOLITAIRE UNPOLISHED 12" X 24" INSTALL: 1/3 OFFSET

CT2 CERAMIC TILE (WALL) CROSSVILLE COLLECTION: BELJN; PORCELAIN TILE #BJN02 PLATINUM SOLITAIRE UNPOLISHED 12" X 24"

CT3 CERAMIC TILE (WALL) CROSSVILLE COLLECTION: COLOR BLOX 2.0; PORCELAIN TILE #CBX31 COTTON SHEETS UNPOLISHED 12" X 24"

CT4 CERAMIC TILE (WALL ACCENT) CROSSVILLE COLLECTION: NATIVE METAL #NVM03.1 HEXIMOS

CRUCIBLE STEEL WITH IRON

UNPOLISHED MIXED HEX MOSAIC

CT5 CERAMIC TILE (FLOOR) DEL CONCA USA COLLECTION: CHAMONIX #HCX05 GRAY HEXAGON 6" X 5"

EFM1 ENTRANCE FLOOR MAT (RECESSED) CONSTRUCTION

SPECIALTIES

PEDITRED LP; PRODUCT #G3; RECESSED LEVEL BASE FRAME #9325 GRAPHITE HEAVY DUTY CARPET INSERT

FRP1 FIBERGLASS REINFORCED PANEL MARLITE STANDARD FRP; CUT TO FULL HEIGHT OF WALL; PROVIDE ANODIZED ALUMINUM TRIM FOR INSIDE CORNERS, OUTSIDE

CORNERS AND DIVISION STRIPS

#P100 WHITE PEBBLED HEIGHT VARIES

FS1 FLOOR MARKING --- EPOXY PAINT STRIPING FSC GREEN

FS2 FLOOR MARKING --- EPOXY PAINT STRIPING FSC YELLOW

FS3 FLOOR MARKING --- EPOXY PAINT STRIPING FSC RED

FS4 WALL MARKING (AT DECK) --- MIL-PRF-24635; #FS 595-15050 FSC BLUE

GR1 GROUT LATICRETE SPECTRALOCK PRO; EPOXY #87 STORMY GREY

GR2 GROUT LATICRETE SPECTRALOCK PRO; EPOXY #90 LIGHT PEWTER

HPC1 HIGH PERFORMANCE COATING --- #FS 17925 FSC WHITE

HPC2 HIGH PERFORMANCE COATING --- #FS 33538 FSC YELLOW

HPC3 HIGH PERFORMANCE COATING (STEEL STRUCTURES) --- #FS 17925 FSC WHITE

LDFA IGNITABLE LIQUID DRAINAGE FLOOR ASSEMBLY --- IGNITABLE LIQUID DRAINAGE FLOOR ASSEMBLY

LK1 LOCKERS SCRANTON DURALIFE; STYLE: TWO-TIER STACKED LOCKER; 4-INCH HIGH BASE AND SLOPE TOP BLACK ORANGE PEEL 12"W X 12"D X 72"H

MT1 METAL TRIM SCHLUTER DILEX-HKS V24A STAINLESS STEEL ---- PROVIDE MATCHING END CAPS AS

REQUIRED

MT2 METAL TRIM SCHLUTER QUADEC V24A STAINLESS STEEL ---- PROVIDE MATCHING END CAPS AS

REQUIRED

PL1 PLASTIC LAMINATE WILSONART STANDARD HPL #8232 CONTINENTAL

WALNUT

MATTE

PL2 PLASTIC LAMINATE FORMICA STANDARD HPL #909-58 BLACK MATTE

PP1 PLASTIC PANEL (WALL) 3FORM COLLECTION: VARIA; TRANSLUCENT ACRYLIC PANEL LID-1037209 SO-586218.1 CLEAR GRID 1/4" INSTALLATION: STAINLESS STEEL

STAND-OFFS

PT1 PAINT (GENERAL) SHERWIN WILLIAMS SW 7005 PURE WHITE

PT2 PAINT (CEILING) SHERWIN WILLIAMS SW 7006 EXTRA WHITE

PT3 PAINT (METAL TRIM) SHERWIN WILLIAMS SW 7663 MONORAIL SILVER

PT4 PAINT (ACCENT) SHERWIN WILLIAMS SW 7661 REFLECTION

PT5 PAINT (ACCENT) SHERWIN WILLIAMS SW 7589 HABANERO CHILE

PT6 PAINT (GENERAL EPOXY) SHERWIN WILLIAMS SW 7005 PURE WHITE

PT7 PAINT (CEILING EPOXY) SHERWIN WILLIAMS SW 7006 EXTRA WHITE

PT8 PAINT (ACCENT AND EXPOSED CEILING) SHERWIN WILLIAMS SW 6990 CAVIAR

RB1 RESILIENT BASE TARKETT DURACOVE THERMOPLASTIC RUBBER 1/8" WITH TOE #40 BLACK 4"

RB2 RESILIENT BASE (MILLWORK) TARKETT MILLWORK BASE; PROFILE: REVEAL MW-XX-F #40 BLACK 4-1/4"

RF1 RESINOUS FLOOR SHERWIN WILLIAMS RESUFLOR TOPFLOOR SL23; 6" INTEGRAL BASE #52 LIGHT GRAY

RF2 RESINOUS FLOOR (FLAKE) DUR-A-FLEX HYBRIFLEX EC; 4" INTEGRAL BASE PEWTER

RF3 RESINOUS FLOOR (FUEL RESISTIVE) SHERWIN WILLIAMS RESUFLOR SCREED TG46; 5-COAT FUEL -RESISTIVE SYSTEM #54 STEEL GRAY

RFT1 RESILENT FLOOR TILE TARKETT LUXURY VINYL TILE; COLLECTION: EVEN PLANE; STYLE: CEMENT CHEVRON #8818 MEDIUM GREY 9.84" X 39.3"

RFT2 RESILENT FLOOR TILE PATCRAFT SOLID VINYL TILE; COLLECTION: ADMIX; STYLE: 1347V #00110 MOON SHELL 36" X 36"

RST1 RUBBER STAIR TREAD TARKETT VINYL STAIR TREADS WITH HEAVY DUTY SQUARE NOSINGS; COLLECTION: SAFE-T-FIRST VINYL STAIR TREADS; PRODUCT

#PVIHDN-XX-SQ; 2" PHOTOLUMINESCENT TAPE

#40 BLACK COEXTRUDED PHOTOLUMINESCENT

STRIP: 2"W

HEAT-WELD SEAMS TO MATCH TILE

FIELD COLOR

RWS1 ROLLER WINDOW SHADE INPRO WT SHADE; PRODUCT: MANUAL DUAL SOLAR AND BLACKOUT; SOLAR SHADE OPENNESS: 3% #253-90

SAC1 SOUND ABSORBING CEILING TURF COLLECTION: RIDGE; 9MM FELT ANGULAR BAFFLE #04 LIGHT GREY

SAC2 SOUND ABSORBING CEILING TURF COLLECTION: RIDGE; 9MM FELT ANGULAR BAFFLE #98 STORM

SAC3 SOUND ABSORBING CEILING TURF COLLECTION: RIDGE; 9MM FELT ANGULAR BAFFLE #43 ORANGE CRUSH

SAC4 SOUND ABSORBING CEILING TURF COLLECTION: RIDGE; 9MM FELT ANGULAR BAFFLE #06 CHARCOAL

SAC5 SOUND ABSORBING CEILING TURF COLLECTION: WEDGE; 9MM FELT TAPERED ANGLE BAFFLE #04 LIGHT GREY

SAC6 SOUND ABSORBING CEILING TURF COLLECTION: WEDGE; 9MM FELT TAPERED ANGLE BAFFLE #98 STORM

SAC7 SOUND ABSORBING CEILING TURF COLLECTION: WEDGE; 9MM FELT TAPERED ANGLE BAFFLE #43 ORANGE CRUSH

SAC8 SOUND ABSORBING CEILING TURF COLLECTION: WEDGE; 9MM FELT TAPERED ANGLE BAFFLE #06 CHARCOAL

SAW1 SOUND ABSORBING WALL UNIT AVL SYSTEMS ACOUSTECH WALL PANEL; FABRIC FACING: GUILFORD OF MAINE; THICKNESS: 2"; EDGE PROFILE: SQUARE #224 WHITE FR701 2100 10'-0"L X 4'-0"W

SC1 SEALED CONCRETE ASHFORD FORMULA ASHFORD FORMULA DENSIFIER; NON-SLIP HARDENER/DENSIFIER; STAIN RESISTANT SEALER; STAIN PROTECTANT SEALER CLEAR

SC2 SEALED CONCRETE (ANTISTATIC) SIKA USA SIKAFLOOR-200 C ESD; HIGH BUILD ELECTROSTATIC CONTROL EPOXY COATING SKY GRAY

SSM1 SOLID SURFACE MATERIAL (BREAKROOM AND RESTROOM

COUNTER AND SILLS)

MEGANITE #M007 MT. CARRARA

SSM2 SOLID SURFACE MATERIAL (SHOWER WALLS) MEGANITE #001A BRIGHT WHITE

SSM3 SOLID SURFACE MATERIAL (SHOWER RECEPTOR) INPRO PRISM SOLID SURFACE STANDARD ADA SHOWER RECEPTOR #P9011 BRIGHT WHITE (A) 30" x 60"

TP1 TOILET PARTITION / URINAL SCREEN SCRANTON HINY HIDERS; TOILET PARTITIONS: FLOOR-MOUNTED OVERHEAD-BRACED; URINAL SCREENS: WALL-MOUNTED;

CONTINUOUS BRACKET

BLACK ORANGE PEEL

VDU1 WHITEBOARD CLARIDGE

PRODUCTS

SERIES 1 LCS PORCELAIN MAGNETIC WHITEBOARD; FLAT MARKER TRAY; 1" MAPRAIL 100 WHITE 4'-0"H X WIDTH

VARIES

REFERENCE ARCHITECTURE SHEETS

FOR WIDTHS

VDU3 TACKBOARD CLARIDGE

PRODUCTS

SERIES 1; TYPE CO; MATERIAL: CLARIDGE CORK TACKBOARD #1132 BLACK 3'-0"H X 4'-0"W

WD1 WOOD DOOR VT INDUSTRIES COLLECTION: HERITAGE; SPECIES: CHERRY; CUT: PLAIN SLICED; MATCHING: BOOK #WH18 WHEAT

WG1 WALL GUARD INPRO PALLADIUM 3D TRIM; HORIZONTAL TOP CAP; PROVIDE FACTORY-FINISHED EDGES #0152 BLACK 3"H X 1/2" THICK

WP1 WALL PROTECTION INPRO PALLADIUM RIGID…