522138_H985-H986_PSFB_BOE CONCEPT PLANS 2024 DEC 04-Preliminary.pdf

PDF 5 MB Posted Dec 16, 2024

Attached to: Department of State, Bureau of International Narcotics and Law Enforcement, Patrick Space Force Hangar Renovations
Solicitation number: W912EP25Z0009
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

About this file

Written by GovTribe AI · Dec 16, 2024

This file contains preliminary conceptual plans and architectural/engineering drawings for the renovation of Hangars 985 and 986 at Patrick Space Force Base in Florida. The drawings detail proposed modifications to existing facilities for the Department of State Bureau of International Narcotics and Law Enforcement Affairs.

The plans include detailed floor plans, demolition plans, furniture layouts, and structural sections for both facilities. Hangar 985 will undergo complete interior renovation with expanded wings for operations and maintenance functions, totaling 40,236 NSF including an 18,180 NSF hangar bay, maintenance shops, aircraft life safety equipment areas, operations spaces, and administrative areas. Hangar 986 renovations (19,495 NSF total) include roof replacement, new roof structure for the east wing, bird netting replacement, ventilation improvements, and office space updates. The drawings show specific technical details like elevator towers, elevated walkways, exterior wood shops, and various mechanical/electrical rooms. Utilities work includes new water lines, sewer connections, electrical service, and communications infrastructure. The plans are marked as preliminary and include general notes regarding contractor requirements for identifying existing utilities and connection points.

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USACE SIGNATURE BLOCK AREA

AE LOGO AREA

US Army Corps of Engineers ®

SHEET INDEX

SHEET ID SHEET TITLE

GENERAL

G-01 COVER SHEET / LOCATION MAP

G-02 ABBREVIATIONS AND SYMBOLOGY

G-03 EXISTING SITE

C-01 PROPOSED SITE GENERAL

C-02 PROPOSED SITE WATER / SEWER

E-01 ELECTRICAL AND COMMUNICATION SITE PLAN

AD-01 FIRST FLOOR DEMOLITION PLAN — HANGAR 985

AD-02 SECOND FLOOR DEMOLITION PLAN — HANGAR 985

AD-03 FIRST FLOOR DEMOLITION PLAN — HANGAR 986

AD-04 SECOND FLOOR DEMOLITION PLAN — HANGAR 986

A-01 FIRST FLOOR PLAN - HANGAR 985

A-02 FIRST FLOOR FURNITURE PLAN - HANGAR 985

A-03 SECOND FLOOR PLAN - HANGAR 985

A-04 SECOND FLOOR FURNITURE PLAN - HANGAR 985

A-05 FIRST FLOOR PLAN - HANGAR 986

A-06 FIRST FLOOR FURNITURE PLAN - HANGAR 986

A-07 SECOND FLOOR PLAN - HANGAR 986

A-08 SECOND FLOOR FURNITURE PLAN - HANGAR 986

S-01 STRUCTURAL DETAILS / SECTIONS (SHEET 1 OF 4)

S-02 STRUCTURAL DETAILS / SECTIONS (SHEET 2 OF 4)

S-03 STRUCTURAL DETAILS / SECTIONS (SHEET 3 OF 4)

S-04 STRUCTURAL DETAILS / SECTIONS (SHEET 4 OF 4)

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Pr el im in ar y D es ig n\ Pl at es

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VICINITY MAP LOCATION MAP

Jacksonville District

DEPARTMENT OF STATE

RENOVATION HANGARS 985 AND 986

BUREAU OF INTERNATIONAL NARCOTICS AND LAW

ENFORCEMENT AFFAIRS

CONCEPT PLANS FOR PROGRAMMING ESTIMATE

PATRICK SFB, FLORIDA

SITE

PRELIM

ARY

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G-02

FULL SECTION

PARTIAL SECTION

DETAIL INDICATOR

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

EXTERIOR ELEVATION

MARK No. CALLOUT MARK TITLE

4 REQ'D

PART

SEQUENCE NUMBER

DRAWING WHERE SHOWN

MARK PREFIX

QUANTITY REQUIRED

DETAIL BOUNDRY

OBJECT REFERENCED

DRAWING WHERE SHOWN

VIEWING PLANE

CUTTING PLANE LINE

ABAN ABANDON

ACI AMERICAN CONCRETE INSTITUTE

ADDL ADDITIONAL

AI ASPHALT INSTITUTE

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ALLOW ALLOWANCE

ALT ALTERNATE

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APPD APPROVED

APPROX APPROXIMATE

AR AS REQUIRED

ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS

ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS

ASSY ASSEMBLY

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

ASYM ASYMMETRICAL

AVG AVERAGE

AWG AMERICAN WIRE GAUGE

AWWA AMERICAN WATER WORKS ASSOCIATION

BLDG BUILDING

BOT BOTTOM

BTWN BETWEEN

CL CENTERLINE

CLR CLEAR

CONC CONCRETE

CRSI CONCRETE REINFORCING STEEL INSTITUTE

CSI CONSTRUCTION SPECIFICATIONS INSTITUTE

CTRL CONTROL

CU FT CUBIC FEET

CU YD CUBIC YARD

DEG DEGREE

DEMO DEMOLITION

DET DETAIL

DIA DIAMETER

DIAG DIAGONAL

DWG DRAWING

EA EACH

EL ELEVATION

EQ EQUAL

EQUIP EQUIPMENT

EST ESTIMATE

FDOT FLORIDA DEPARTMENT OF TRANSPORTATION

FIG FIGURE

FS FEDERAL SPECIFICATION

FT FEET/FOOT

GOVT FEDERAL GOVERNMENT

HCP HANDICAPPED

HMMA HOLLOW METAL DOOR MANUFACTURERS ASSOCIATION

HORIZ HORIZONTAL

HT HEIGHT

ID INSIDE DIAMETER

IN-LB INCH POUND

INV INVERT

IP IRON PIPE

IPS IRON PIPE SIZE

IR INSIDE RADIUS

L ANGLE

LBF POUND FORCE

LBS POUNDS

LF LINEAR FOOT

MATL MATERIAL

MAX MAXIMUM

MIN MINIMUM

MSL MEAN SEA LEVEL

NEC NATIONAL ELECTRIC CODE

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NIBS NATIONAL INSTITUTE OF BUILDING SCIENCES

NIC NOT IN CONTRACT

NO. NUMBER

NOM NOMINAL

NORM NORMAL

N.T.S. NOT TO SCALE

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OPP OPPOSITE

PN PART NUMBER

PTD PAINTED

PROP PROPERTY

QTY QUANTITY

R RADIUS

REF REFERENCE

REQD REQUIRED

REV REVISION

STD STAINED

SQ SQUARE

SQ FT SQUARE FEET

SYMM SYMMETRICAL

TYP TYPICAL

VIF VERIFY IN FIELD

W/ WITH

W/O WITHOUT

WP WORKING POINT

G - GENERAL

C - CIVIL

E - ELECTRICAL

A - ARCHITECTURAL

S - STRUCTURAL

GENERAL SYMBOLOGYTERMS AND ABBREVIATIONS

IDENTITY SYMBOL KEY REFERENCE SYMBOL KEY

REDUCED TO FIT

FEET-INCHES

EQUAL TO

NUMBER

PERCENT

KEYNOTE INDICATOR

DRAWING REVISION INDICATOR

OBJECT CENTERLINE IDENTIFIER

DEGREE(S)

INCHES

X'-X"

14 14OR

X°

Mk. M-614-6

BUSHING MARK M-614-6

C4C4

G3 F5

0 4' 8'2'

GRAPHIC SCALE

IDENTIFICATION

B7 A4 C3 D8

30' 60'0

IDENTIFICATION

GRAPHIC SCALES

INTERIOR ELEVATIONS

WITH MULTIPLE VIEWS

INTERIOR ELEVATION

LOCATION CALLED

OUT IN DETAIL

NOMENCLATURE

AND MARK No.

DRAWING AREA PLAN TITLE

COUPLING DETAILF3

IDENTIFICATION

0 4' 8'2'

GRAPHIC SCALE

DRAWING AREA STANDARD DETAIL TITLE

CROSS SECTIOND7

C-24

SHEET CALLOUT

C-76

S-56 S-56

A-32 M-51

A-21 A-21 A-22 A-22

DRAWING WHERE

SHOWN

DRAWING WHERE

SHOWN

DRAWING WHERE

SHOWN

SMALL CONDITIONS

DETAIL INDICATOR

FLOOR PLAN

DRAWING AREA SECTION/ELEVATION/DETAIL TITLE

PLAN NORTH

ARROW

TABLE OF CONTENTS

REDUCED TO FIT

REDUCED TO FITREDUCED TO FIT

REDUCED TO FIT

REDUCED TO FIT GENERAL NOTES

TOP AND BOTTOMT/B

1. THESE LEGENDS ARE COMPOSED OF STANDARD SYMBOLS

AND ARE PERTINENT TO THE CONDITIONS ON THIS SET OF

DRAWINGS TO THE EXTENT APPLICABLE.

2. ADDITIONAL LEGENDS AND/OR ABBREVIATIONS MAY APPEAR

IN THIS SET OF DRAWINGS TO INDICATE SPECIFIC CONDITIONS

IN LIEU OF SYMBOLS SHOWN ON THIS SHEET.

SHEET INDENTIFICATION KEY

SHEET SEQUENCE NUMBER

DISCIPLINE DESIGNATOR

STANDARD FORMAT

SHEET SEQUENCE NUMBER

DISCIPLINE DESIGNATOR

FACILITY IDENTIFICATION

WITH BUILDING ID

F-09 C-22 S-554B

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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1099010992

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EXISTING SITE (HANGARS 985 AND 986, AND BUILDING 988)

60' 120'0

PRELIM

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33' Buffer

25' Buffer

985986

10990

FOD FOD FOD FOD FOD FOD FOD

FOD

LOW PROFILE LIGHTED BARRICADES

AT HOLD SHORT LINE ON TAXIWAY C

FOD FENCE

BARRICADE

PROPOSED

CONSTRUCTION

AREA

TEMPORARY

CONSTRUCTION FENCE

LIMITS OF

CONSTRUCTION

ATFP BUFFER

— - — - — - — CONSTRUCTION LIMITS

O——X——O CONSTRUCTION FENCE

—— FOD —— FOD (FOREIGN OBJECTS AND DEBRIS)

FENCE

GENERAL SHEET NOTES

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PROPOSED SITE PLAN (HANGAR 985 AND HANGAR 986)

1. XXX

2. XXX

LEGEND

60' 120'0

KEY NOTES

A. CONTRACTOR MUST CAREFULLY IDENTIFY EXISTING AND

PROPOSED UTILITIES PRIOR TO THE START OF WORK

AND AS NECESSARY MODIFY THE ROUTING AND

TERMINATION POINTS OF THE PROPOSED UTILITIES TO

PROTECT EXISTING UTILITIES.

B. IN AREAS WHERE HAND DIG IS REQUIRED, USE

VACTRUCK TO REMOVE FILL ABOVE

PRELIM

AFTAC Main - 8" PVC UNGD

W ater M ain Line - 6 inch plasticPvc below G round

Water Main Line - 6" PVC UNGD

Water Main Line - 6" Iron UNGD

W at er M ai n

Li ne

C as t I ro n U

N G

W ater M ain Line - 8" C ast Iron U

N G

Water Main Line - 8 inch ironCast belowGround

- 12 inch cem entAsbestos below

G round

WWW

WWWWWWWWW

W W

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W W W W W W W

W W

WWWWWWWWWWWWW

W W

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WWWWWWW

W W

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W W

W W W W W W W W W W W W W W W W W W W W W W W

W W

WWWW

W W

WWWW

WWW

W W

SAN SAN SAN SAN SAN SAN

SAN

SAN SAN SAN

SAN

SS S

W at er M ai n

- 1 2"

C em en t/A sb es to s

U N

G D

W at er M ai n

- 1 2"

C em en t/A sb es to s

U N

G D

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25' Buffer

985986

SAN

W W

SAN

6" PVC

4" PVC

6" PVC

4TYP.

W——W——W WATER LINE

—— SAN —— SANITARY SEWER LINE

SSWR MANHOLE

SSWR CLEANOUT

GENERAL SHEET NOTES

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PROPOSED WATER AND SEWER (HANGAR 985 AND HANGAR 986)

1. NEW 4" SCH 40 PVC SANITARY SEWER LINE, OFFSET 15'

FROM BUILDING FACE. ADD 2 WAY CLEANOUT AT 5' FROM

BUILDING FACE. INCLUDE CONCRETE ENCASEMENTS 5'

TO EITHER SIDE OF WATER LINE CROSSING IF SEWER

CROSSES WATER LINE. ENSURE SEWER IS BELOW

WATER AT CROSSINGS. DEMO EXISTING 3" IRON SEWER

LINE TO MANHOLE.

2. NEW 4" SCH 40 PVC SANITARY SEWER LINE, OFFSET 5'

FROM BUILDING FACE. ADD 2 WAY CLEANOUT AT 5' FROM

BUILDING FACE. DEMO EXISTING 3" IRON SEWER LINE TO

8' FROM BUILDING. CUT AND CAP LINE AND ABANDON IN

PLACE.

3. NEW 6" C900 PVC WATER LINE, OFFSET 5' FROM BUILDING

FACE. INCLUDE PIV ON THE 6" PVC LINE WITHIN 3' OF NEW

DISTRIBUTION LINES TO THE BUILDING. DEMO EXISTING

WATER LINES FROM BUILDING TO EXISTING 6" VCP LINE

TO INCLUDE ALL VALVES/FITTINGS/DEVICES. CUT AND

CAP EXISTING 6" VCP LINE AFTER REMOVAL OF BUILDING

SERVICE LINES.

4. ADD VALVE BOX AND VALVE TO NEW PVC WATER LINES

AT 5' FROM BUILDING. ALL EXTERIOR HARDWARE TO BE

STAINLESS STEEL.

5. DEMO AND REPLACE EXISTING FIRE WATER LINES IN KIND

WITH 6" C900 PVC BELOW GRADE AND 6" GALVANIZED

STEEL PIPE WITH STAINLESS STEEL HARDWARE ABOVE

GRADE.

LEGEND

60' 120'0

A. CONTRACTOR MUST CAREFULLY IDENTIFY EXISTING AND

PROPOSED UTILITIES PRIOR TO THE START OF WORK AND

AS NECESSARY MODIFY THE ROUTING AND TERMINATION

POINTS OF THE PROPOSED UTILITIES TO PROTECT

EXISTING UTILITIES.

B. IN AREAS WHERE HAND DIG IS REQUIRED, USE VACTRUCK

TO REMOVE FILL ABOVE.

SHEET KEYNOTES

PRELIM

K-2861HUDSONC_LAVATORYCAST IRON K-2861HUDSONC_LAVATORYCAST IRON K-2861HUDSONC_LAVATORYCAST IRON K-2861HUDSONC_LAVATORYCAST IRON

HAZMAT

FREE-STANDING

LOCKERS

2 FORT LIFTS

9' x 4'-6"

2 POWER OUTLETS 240

LIQUID PETROLEUM FORT LIFT

13' X 4'

LIQUID PETROLEUM FORT LIFT

14' X 4'-6"

COMM

C O

M M

C O

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C O

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COMM

COMMCOMMCOMMCOMM

C O

M M

C O

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C O

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C O

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C O

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C O

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C O

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COMM

COMMCOMM

C O

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C O

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C O

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COMM

COMMCOMM

C O

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C O

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C O

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COMM

C O

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C O

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C O

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C O

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COMMCOMM

COMM

C O

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C O

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C O

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C O

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C O

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C O

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C O

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COMM

COMMCOMMCOMMCOMM

COMM

C O

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C O

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C O

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COMMCOMM

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COMM

C O

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C O

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C O

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GGG

G G

GGGGGGGGGGG

GGGG

E E E E E

E E

EEEEE

E E

E E E E

EEEEEEEEEEEE

E E

EEEEEEEEEEEE

E E

EEEEE

E E

E E E E

E E

EEEEEEEEEEEE

ES ES ES ES ES ES ES ES ES ES

COMM NODE

3 CABLE MCM350

INSULATION 133

GAS LINE

2" DIAMETER

E 2"

E 3"

E 2"

E 1.

" D

GAS LINE

1.25" DIAMETER

COMM

NODE

15" Concrete Culvert

Gravity Storm - 15" Concrete UNGD

Pad-Mounted Load Break-Vacuum Switch

Abandoned Pow er Line

Ab an do ne d Po w er

L in e

JBOX

Plastic

3 CABLE MCM350

INSULATION 133

JBOX

Plastic

Handhole

Abandoned Pow er Line

15" Concrete Culvert

COMM NODECOMM NODE

COMM NODE

JBOX

Electrical Manhole

3 Cable, Conductor Size: N2

Insulation, Ethylene Propylene Rubber

XFMR

on Pad 50 kV XFMR on Pad 50 kV

Chilled Water Supply and Return

C on de ns in g

Su pp ly a nd R et ur n

Under Ground Secondary Electric 120 V

3 Cable, Conductor Size: N2

Insulation, Ethylene Propylene Rubber

3 CABLE,

Insulation, Ethylene Propylene Rubber

3 Cable, Conductor Size: N2

Insulation, Ethylene Propylene Rubber

3 CABLE,

Insulation, Ethylene Propylene Rubber

Under Ground Secondary Electric 120 V

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GAS

CONTROL

VALVE

GAS

CONTROL

VALVE

GAS

CONTROL

VALVE

Conduit PVC UNGD

Conduit PVC UNGD Conduit PVC UNGD

Conduit PVC UNGD

25' Buffer

985986

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EXISTING 300 KVA XFMR TO BE

USED TEMPORARILY FOR

CONSTRUCTION POWER AND

THEN REMOVED1,500 KVA (MAX) XFMR

EX 13.2 KV SWITCH 11A AND MANHOLE

E E

CONCRETE ENCASED 13.2 KV

MANHOLE

DIRECTIONAL DRILLED 13.2 KV LINE

480V LINE TO 985

480V LINE TO 986 EAST WING

EX 13.2 KV SWITCH 12

225 KVA XFMR

DIRECTIONAL DRILLED 13.2 KV LINE

EX 13.2 KV SW 15

480V LINE TO 988

COMM

C O

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DIRECTIONAL DRILLED

COMMUNICATIONS

SERVICE TO 985

HANDHOLE

COMM HANDHOLE

DIRECTIONAL DRILLED COMM

SERVICE TO 986 HANDHOLE

COMM HANDHOLE

C O

M M

750 KVA (MAX) XFMR

EXISTING

COMMUNICATIONS LINES

EXISTING

COMMUNICATIONS LINES

EXISTING

COMMUNICATIONS LINES

EXISTING

ELECTRICAL LINES

GENERAL SHEET NOTES

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1. (2) 1-1/4"C FROM MAIN ELECTRICAL ROOM OF 985 FOR

FUTURE ELECTRIC VEHICLE CHARGING STATIONS.

2. 1-1/2"C FROM MAIN ELECTRICAL ROOM OF 985 TO 100A

DISCONNECT SWITCH FOR FUTURE ARMAG. PROVIDE

#4/0 COPPER GROUND RING AROUND FUTURE ARMAG

WITH 3/4" X 20'-0" GROUND RODS AT EACH CORNER OF

GROUND RING.

KEY NOTES

E——E——E ELECTRIC LINE

—- COMM -— COMMUNICATION LINE

LEGEND

60' 120'0

ELECTRICAL AND COMMUNICATIONS SITE PLAN (HANGARS 985 AND 986 AND BUILDING 988)

A. CONTRACTOR MUST CAREFULLY IDENTIFY EXISTING AND

PROPOSED UTILITIES PRIOR TO THE START OF WORK

AND AS NECESSARY MODIFY THE ROUTING AND

TERMINATION POINTS OF THE PROPOSED UTILITIES TO

PROTECT EXISTING UTILITIES.

B. IN AREAS WHERE HAND DIG IS REQUIRED, USE

VACTRUCK TO REMOVE FILL ABOVE

PRELIM

K-2861HUDSONC_LAVATORYCAST IRONK-2861HUDSONC_LAVATORYCAST IRONK-2861HUDSONC_LAVATORYCAST IRONK-2861HUDSONC_LAVATORYCAST IRON

K-2861HUDSONC_LAVATORYCAST IRON K-2861HUDSONC_LAVATORYCAST IRON K-2861HUDSONC_LAVATORYCAST IRON K-2861HUDSONC_LAVATORYCAST IRON

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T- C

M Y.

Ja ck so nv ille D is tri ct \D oc um en ts

\In te rn at io na l & In te ra ge nc y Su pp or t (

IIS

)\D ep ar tm en t o f S ta te \P at ric k

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En gi ne er in g an d D es ig n\

Pr el im in ar y D es ig n\ Pl at es

J_ Sh ee t_

N ov em be r 2

C _B

&W .S

N , A

O N

Y P

R M

Y C

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

M O

T D

O F

E R

O N

U O

C S

E N

B, F

Y-

D Q

FIRST FLOOR DEMOLITION PLAN (HANGAR 985)

0 8' 32'16'

GENERAL DEMOLITION NOTES

1. ALL UNITS ON DRAWINGS AND IN THESE GENERAL

ARCHITECTURAL NOTES ARE FEET ( ' ) AND INCHES ( " ) EXCEPT

AS INDICATED.

2. ALL EXISTING STEEL STRUCTURAL FRAMING AT HANGAR ROOF

SYSTEM AND AT SOUTH WALLS TO REMAIN.

3. REMOVE ALL EXISTING ROOFING MATERIALS DOWN TO

CONCRETE BEAMS AND STRUCTURAL STEEL.

4. REMOVE ALL WOOD FRAMED PARTITIONS, WOOD FRAMING AND

TRIM AT STAIRS, AND WOOD JOISTS/DECKING AT ROOFS.

5. REMOVE ALL ACOUSTICAL CEILING TILES AND GYPSUM BOARD

CEILINGS (INCLUDING SUPPORT FRAMING FOR EACH).

6. REMOVE ALL STAIR HANDRAILS AND STAIR TREAD COVERING

DOWN TO CONCRETE.

7. REMOVE ROOF SOFFITS, FASCIA, GUTTERS AND DOWNSPOUTS.

8. REMOVE ALL EXTERIOR WALL-MOUNTED LADDERS WHERE

EXISTING.

9. REMOVE ALL ELECTRICAL AND COMMUNICATIONS COMPLETELY.

10. REMOVE ALL FIRE PROTECTION AND FIRE SUPPRESSION

COMPLETELY.

11. REMOVE ALL HVAC AND PLUMBING COMPLETELY.

ABKL

DEMOLITION LEGEND

EXISTING 8" CMU WALL (TO REMAIN)

DEMOLITION KEYNOTES

1. REMOVE EXISTING HANGAR DOOR. REPAIR AS REQUIRED,

REFINISH, AND REINSTALL.

2. REMOVE ALL EXISTING METAL SIDING AND REPLACE.

3. REMOVE ALL EXTERIOR AND INTERIOR DOORS AND WINDOWS.

4. REMOVE EXISTING NETTING AT HANGAR POCKET AND REPLACE.

5. REMOVE EXISTING SECURITY KIOSK.

6. REMOVE ALL EXISTING PLUMBING FIXTURES, PARTITIONS,

CASEWORK AND ACCESSORIES.

7. REMOVE EXISTING TRENCH GRATING AND REPLACE WITH NEW

GRATING WHERE SHOWN TO REMAIN AND TO EXTENTS OF FULL

TRENCH NOT SHOWN.

8. REMOVE EXISTING MASONRY CHIMNEY.

9. CUT/ REMOVE EXISTING CONC SLAB AND PREPARE FOR NEW

FOUNDATION FOR PROPOSED 2-STORY INTERIOR BUILD-OUT,

REFER TO SHT S-01 FOR DETAILS.

1 2 (ABOVE)

233 3

7(TYP)

3 (TYP EXTERIOR

WINDOWS)

3 (TYP EXTERIOR

DOORS)

3 (TYP INTERIOR DOORS) 3(TYP INTERIOR DOORS)

EXISTING CONSTRUCTION TO BE DEMOLISHED

9(TYP)9 (TYP)

4(TYP)4 (TYP)

PRELIM

K-2861HUDSONC_LAVATORYCAST IRON K-2861HUDSONC_LAVATORYCAST IRON K-2861HUDSONC_LAVATORYCAST IRON K-2861HUDSONC_LAVATORYCAST IRON

K-2861HUDSONC_LAVATORYCAST IRONK-2861HUDSONC_LAVATORYCAST IRONK-2861HUDSONC_LAVATORYCAST IRON

K-2861HUDSONC_LAVATORYCAST IRONK-2861HUDSONC_LAVATORYCAST IRONK-2861HUDSONC_LAVATORYCAST IRONK-2861HUDSONC_LAVATORYCAST IRON

K-2861HUDSONC_LAVATORYCAST IRON K-2861HUDSONC_LAVATORYCAST IRON K-2861HUDSONC_LAVATORYCAST IRON

D -0

dw g

O R

C O

N D

O R

N P

AD-02

T- C

M Y.

Ja ck so nv ille D is tri ct \D oc um en ts

\In te rn at io na l & In te ra ge nc y Su pp or t (

IIS

)\D ep ar tm en t o f S ta te \P at ric k

B\ R en ov at e

H an ge rs a nd

En gi ne er in g an d D es ig n\

Pr el im in ar y D es ig n\ Pl at es

J_ Sh ee t_

N ov em be r 2

C _B

&W .S

N , A

O N

Y P

R M

Y C

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

M O

T D

O F

E R

O N

U O

C S

E N

B, F

Y-

D Q

SECOND FLOOR DEMOLITION PLAN (HANGAR 985)

0 8' 32'16'

GENERAL DEMOLITION NOTES

1. ALL UNITS ON DRAWINGS AND IN THESE GENERAL

ARCHITECTURAL NOTES ARE FEET ( ' ) AND INCHES ( " ) EXCEPT

AS INDICATED.

2. ALL EXISTING STEEL STRUCTURAL FRAMING AT HANGAR ROOF

SYSTEM AND AT SOUTH WALLS TO REMAIN.

3. REMOVE ALL EXISTING ROOFING MATERIALS DOWN TO

CONCRETE BEAMS AND STRUCTURAL STEEL.

4. REMOVE ALL WOOD FRAMED PARTITIONS, WOOD FRAMING AND

TRIM AT STAIRS, AND WOOD JOISTS/DECKING AT ROOFS.

5. REMOVE ALL ACOUSTICAL CEILING TILES AND GYPSUM BOARD

CEILINGS (INCLUDING SUPPORT FRAMING FOR EACH).

6. REMOVE ALL STAIR HANDRAILS AND STAIR TREAD COVERING

DOWN TO CONCRETE.

7. REMOVE ROOF SOFFITS, FASCIA, GUTTERS AND DOWNSPOUTS.

8. REMOVE ALL EXTERIOR WALL-MOUNTED LADDERS WHERE

EXISTING.

9. REMOVE ALL ELECTRICAL AND COMMUNICATIONS COMPLETELY.

10. REMOVE ALL FIRE PROTECTION AND FIRE SUPPRESSION

COMPLETELY.

11. REMOVE ALL HVAC AND PLUMBING COMPLETELY.

ABKL

DEMOLITION LEGEND

DEMOLITION KEYNOTES

1. REMOVE ALL EXISTING METAL SIDING AND REPLACE.

2. REMOVE ALL EXTERIOR AND INTERIOR DOORS AND WINDOWS.

3. REMOVE EXISTING NETTING AT HANGAR TRUSS AND REPLACE.

4. REMOVE ALL EXISTING PLUMBING FIXTURES, PARTITIONS,

CASEWORK AND ACCESSORIES.

5. REMOVE EXISTING MASONRY CHIMNEY.

6. REMOVE ALL EXISTING GUARDRAILS AT SECOND FLOOR.

2 (TYP EXTERIOR

WINDOWS)

3 (ABOVE)

EXISTING 8" CMU WALL (TO REMAIN)

EXISTING CONSTRUCTION TO BE DEMOLISHED

(TYP INTERIOR DOORS

AND CLERESTORY WINDOWS) 2

2 (TYP

EXTERIOR

WINDOWS)

(TYP INTERIOR DOORS

AND CLERESTORY WINDOWS)

PRELIM

GAS

D -0

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O R

B (9

R D

O N

C H

AD-03

T- C

M Y.

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IIS

)\D ep ar tm en t o f S ta te \P at ric k

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H an ge rs a nd

En gi ne er in g an d D es ig n\

Pr el im in ar y D es ig n\ Pl at es

J_ Sh ee t_

D ec em be r 2

C _B

&W .S

N , A

O N

Y P

R M

Y C

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

M O

T D

O F

E R

O N

U O

C S

E N

B, F

Y-

D Q

FIRST FLOOR DEMOLITION PLAN (HANGAR 986)

0 8' 32'16'

GENERAL DEMOLITION NOTES

1. ALL UNITS ON DRAWINGS AND IN THESE GENERAL

ARCHITECTURAL NOTES ARE FEET ( ' ) AND INCHES ( " ) EXCEPT

AS INDICATED.

2. ALL EXISTING STEEL STRUCTURAL FRAMING AT HANGAR ROOF

SYSTEM AND AT SOUTH WALLS TO REMAIN.

3. REMOVE ALL EXISTING ROOFING MATERIALS DOWN TO

CONCRETE BEAMS AND STRUCTURAL STEEL.

4. REMOVE ALL WOOD FRAMED PARTITIONS, WOOD FRAMING AND

TRIM AT STAIRS, AND WOOD JOISTS/DECKING AT ROOFS.

5. REMOVE ALL ACOUSTICAL CEILING TILES AND GYPSUM BOARD

CEILINGS (INCLUDING SUPPORT FRAMING FOR EACH).

6. REMOVE ALL STAIR HANDRAILS AND STAIR TREAD COVERING

DOWN TO CONCRETE.

7. REMOVE ROOF SOFFITS, FASCIA, GUTTERS AND DOWNSPOUTS.

8. REMOVE ALL EXTERIOR WALL-MOUNTED LADDERS WHERE

EXISTING.

9. REMOVE ALL ELECTRICAL AND COMMUNICATIONS COMPLETELY

IN CONTRACT AREA, EXCEPT PRESERVE UTILITIES SERVING NIC

AREA.

10. REMOVE ALL FIRE PROTECTION AND FIRE SUPPRESSION

COMPLETELY IN CONTRACT AREA, EXCEPT PRESERVE UTILITIES

SERVING NIC AREA.

11. REMOVE ALL HVAC AND PLUMBING COMPLETELY IN CONTRACT

AREA, EXCEPT PRESERVE UTILITIES SERVING NIC AREA

ABKL

DEMOLITION LEGEND

DEMOLITION KEYNOTES

1. REMOVE EXISTING HANGAR DOOR. REPAIR AS REQUIRED,

REFINISH, AND REINSTALL.

2. REMOVE ALL EXISTING METAL SIDING AND REPLACE.

3. REMOVE ALL EXTERIOR AND INTERIOR DOORS AND WINDOWS (IN

CONTRACT).

4. REMOVE EXISTING TRENCH GRATING AND REPLACE WITH NEW

GRATING WHERE SHOWN TO REMAIN AND TO EXTENTS OF FULL

TRENCH NOT SHOWN.

5. REMOVE EXTERIOR COVERED WALKWAY CONNECTING HANGAR

985 TO 986 IN ENTIRETY.

6. REMOVE EXTERIOR PRE-ENGINEERED METAL BUILDING HOUSING

EXISTING FIRE PROTECTION EQUIPMENT.

7. REMOVE EXTERIOR 1-STORY CMU CONSTRUCTION, INCLUDING

FOUNDATION, WALLS, ROOF, DOORS, VENTS, AND ALL

EQUIPMENT CONTAINED WITHIN THE ATTACHED BUILD.

8. CUT/ REMOVE EXISTING CONC SLAB AND PREPARE FOR NEW

FOUNDATION FOR PROPOSED 2-STORY INTERIOR BUILD-OUT,

REFER TO SHT S-01 FOR DETAILS.

3 (TYP EXTERIOR

WINDOWS)

EXISTING 8" CMU WALL (TO REMAIN)

EXISTING CONSTRUCTION TO BE DEMOLISHED

1 2 (ABOVE)

4(TYP)

3 (TYP EXTERIOR

DOORS)

3(TYP INTERIOR

DOORS)

4 (ABOVE)

5(TYP)

N.I.C.

NOT IN CONTRACT (N.I.C.)

PRELIM

D -0

dw g

O R

B (9

O N

D F

R D

O N

C H

AD-04

T- C

M Y.

Ja ck so nv ille D is tri ct \D oc um en ts

\In te rn at io na l & In te ra ge nc y Su pp or t (

IIS

)\D ep ar tm en t o f S ta te \P at ric k

B\ R en ov at e

H an ge rs a nd

En gi ne er in g an d D es ig n\

Pr el im in ar y D es ig n\ Pl at es

J_ Sh ee t_

N ov em be r 2

C _B

&W .S

N , A

O N

Y P

R M

Y C

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

M O

T D

O F

E R

O N

U O

C S

E N

B, F

Y-

D Q

SECOND FLOOR DEMOLITION PLAN (HANGAR 986)

0 8' 32'16'

GENERAL DEMOLITION NOTES

1. ALL UNITS ON DRAWINGS AND IN THESE GENERAL

ARCHITECTURAL NOTES ARE FEET ( ' ) AND INCHES ( " ) EXCEPT

AS INDICATED.

2. ALL EXISTING STEEL STRUCTURAL FRAMING AT HANGAR ROOF

SYSTEM AND AT SOUTH WALLS TO REMAIN.

3. REMOVE ALL EXISTING ROOFING MATERIALS DOWN TO

CONCRETE BEAMS AND STRUCTURAL STEEL.

4. REMOVE ALL WOOD FRAMED PARTITIONS, WOOD FRAMING AND

TRIM AT STAIRS, AND WOOD JOISTS/DECKING AT ROOFS.

5. REMOVE ALL ACOUSTICAL CEILING TILES AND GYPSUM BOARD

CEILINGS (INCLUDING SUPPORT FRAMING FOR EACH).

6. REMOVE ALL STAIR HANDRAILS AND STAIR TREAD COVERING

DOWN TO CONCRETE.

7. REMOVE ROOF SOFFITS, FASCIA, GUTTERS AND DOWNSPOUTS.

8. REMOVE ALL EXTERIOR WALL-MOUNTED LADDERS WHERE

EXISTING.

9. BRIDGE FROM 2-STORY PREFAB BUILDING TO EAST WING CMU

TO REMAIN.

10. EXISTING MASONRY CHIMNEY EXTENDING FROM FIN FLR TO

ABOVE ROOF REMAINS IN HANGAR 986.

ABKL

DEMOLITION LEGEND

DEMOLITION KEYNOTES

1. REMOVE ALL EXISTING METAL SIDING AND REPLACE.

2. REMOVE ALL INTERIOR DOORS AND WINDOWS (IN CONTRACT).

3. REMOVE EXISTING NETTING AT HANGAR TRUSS AND REPLACE.

4. REMOVE EXISTING MEZZANINE, MEZZANINE STAIRS AND PREFAB

BUILDING (SAFETY OFFICE) AT SECOND FLOOR .

EXISTING 8" CMU WALL (TO REMAIN)

EXISTING CONSTRUCTION TO BE DEMOLISHED

1 (ABOVE)

3 (TYP EXTERIOR

WINDOWS)

2(TYP INTERIOR

DOORS)

3 (ABOVE)

4(TYP)

N.I.C.

NOT IN CONTRACT (N.I.C.)

PRELIM

S-01

S-02 A

10'-8"

S-01

1 SIM. SIM.

4' -8

-1 0"

4' -8

-1 0"

4' -8

-1 0"

9' -4

S-03 A

-0 1.

dw g

O R

C H

A-01 pw

T- C

M Y.

Ja ck so nv ille D is tri ct \D oc um en ts

\In te rn at io na l & In te ra ge nc y Su pp or t (

IIS

)\D ep ar tm en t o f S ta te \P at ric k

B\ R en ov at e

H an ge rs a nd

En gi ne er in g an d D es ig n\

Pr el im in ar y D es ig n\ Pl at es

J_ Sh ee t_

N ov em be r 2

C _B

&W .S

N , A

O N

Y P

R M

Y C

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

M O

T D

O F

E R

O N

U O

C S

E N

B, F

Y-

D Q

FIRST FLOOR PLAN (HANGAR 985)

0 8' 32'16'

GENERAL SHEET NOTES

1. ALL UNITS ON DRAWINGS AND IN THESE GENERAL

ARCHITECTURAL NOTES ARE FEET ( ' ) AND INCHES ( " ) EXCEPT

AS INDICATED.

2. CONTRACTOR TO SELECT A METAL TRANSITION STRIP THAT IS

INTENDED TO CONNECT NEW FLOORING MATERIAL WITH

EXISTING FLOORING MATERIAL.

PLAN KEY

1. HANGER 985-1-001 18,180

2. MENS ROOM 985-1-002 210

3. UTILITY CLOSET 985-1-003 26

4. WOMENS ROOM 985-1-004 114

5. MECH ROOM 985-1-005 118

6. BREAK ROOM 985-1-006 276

7. ELEC ROOM 985-1-007 134

8. MTL SHOP/ MACHINE SHOP 985-1-008 1,062

9. ALSE SHOP 985-1-009 1,890

10. MECH ROOM 985-1-010 150

11. COMM ROOM 985-1-011 150

12. SECURED STORAGE 985-1-012 134

13. SAFETY OFFICE 985-1-013 212

14. SUAS 985-1-014 445

15. TOOL ROOM 985-1-015 220

16. MECH ROOM 985-1-016 250

17. COMM ROOM 985-1-017 133

18. ELEC ROOM 985-1-018 405

19. MECH ROOM 985-1-019 265

20. MAINTENANCE OFFICE 985-1-020 118

21. CORRIDOR 985-1-021 323

22. HYDRAULIC SHOP 985-1-022 734

23. PROP / ROTOR SHOP 985-1-023 720

24. ENGINE SHOP 985-1-024 720

25. AVI / ELEC SHOP 985-1-025 720

26. FIRE EQUIP ROOM 985-1-026 235

27. MECH CLOSET 985-1-027 48

28. ELEV/ HANGER RECPTN 985-1-028 230

29. ELEV WALKWAY 985-1-029 936

NAME NUMBER NET SQ FT

101112

19 20

STAIR NO.1

STAIR NO.2

STAIR NO.3

STAIR NO.4

-2

27'-1" 10'-4" 106'-6"

184'-0"

4' -8

-6

63'-11" 46'-7"

W D

ABCDE

GKL HJ

1'-0" 4" 27'-1"10'-4"

1'-0"4"

'-5

'-0

'-1 1"

4' -8

F ABCDE

'-4

1'-0"

27'-1"

-6

27'-1"

EAST WING

WEST WING

GKL HJ

WALL LEGEND

EXISTING 8" CMU WALL

NEW 8" CMU WALL

'-2

'-5

3' -4

8' -4

-8

'-0

'-8

-1 0"

'-3

'-0

7' -6

'-2

'-0

-0

'-5

'-0

'-1 1"

'-8

10'-0"

CLEARANCE

10'-0"

CLEARANCE

5' -4

'-4

'-2

MECHANICAL / ELECTRICAL ROOMS

PRELIM

3 4 5

SHEET METAL SHOP KEY PLAN

Code QTY LxW

1 1 SQUARING SHEAR 4x4 2 1 THROATLESS SHEAR 2x2 3 1 SQUARE HOLE PUNCH 4x4 4 1 ROUND HOLE PUNCH 4x4 5 1 SHRINK/STRETCHER 2x2 6 1 SHEET METAL RACK 14x5 7 1 BELT SANDER 4x4 8 1 HYD CUTTING SHEAR 12x6 9 1 SMALL METAL BRAKE 5x6

10 1 METAL ROLLER 5x4 11 1 DELTA SANDER 3x3 12 1 OFFICE DESK 6x8 13 2 WORK TABLE 8x4 14 1 BAND SAW 6x8 15 1 LARGE METAL BREAK 15x6

3x6

DK-1

2x6

DK-1

2x6

T 3x6

3x6

T 3x6

3x6

VIDMAR

W B

DK-1

2x6

D K-

DK-1

2x6

D K-

DK-1

2x6

D K-

3x6

W B

CHILLER

GAS

S-01

S-02 A

10'-8"

S-01

1 SIM. SIM.

S-03 A

-0 2.

dw g

O R

F U

R N

R E

A-02 pw

T- C

M Y.

Ja ck so nv ille D is tri ct \D oc um en ts

\In te rn at io na l & In te ra ge nc y Su pp or t (

IIS

)\D ep ar tm en t o f S ta te \P at ric k

B\ R en ov at e

H an ge rs a nd

En gi ne er in g an d D es ig n\

Pr el im in ar y D es ig n\ Pl at es

J_ Sh ee t_

N ov em be r 2

C _B

&W .S

N , A

O N

Y P

R M

Y C

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

M O

T D

O F

E R

O N

U O

C S

E N

B, F

Y-

D Q

FIRST FLOOR FURNITURE PLAN (HANGAR 985)

0 8' 32'16'

GENERAL SHEET NOTES

1. ALL UNITS ON DRAWINGS AND IN THESE GENERAL

ARCHITECTURAL NOTES ARE FEET ( ' ) AND INCHES ( " ) EXCEPT

AS INDICATED.

2. CONTRACTOR TO SELECT A METAL TRANSITION STRIP THAT IS

INTENDED TO CONNECT NEW FLOORING MATERIAL WITH

EXISTING FLOORING MATERIAL.

PLAN KEY

1. HANGER 985-1-001 18,180

2. MENS ROOM 985-1-002 210

3. UTILITY CLOSET 985-1-003 26

4. WOMENS ROOM 985-1-004 114

5. MECH ROOM 985-1-005 118

6. BREAK ROOM 985-1-006 276

7. ELEC ROOM 985-1-007 134

8. SHT MTL SHOP/ MACH SHOP 985-1-008 1,062

9. ALSE SHOP 985-1-009 1,890

10. MECH ROOM 985-1-010 150

11. COMM ROOM 985-1-011 150

12. SECURED STORAGE 985-1-012 134

13. SAFETY OFFICE 985-1-013 212

14. SUAS 985-1-014 445

15. TOOL ROOM 985-1-015 220

16. MECH ROOM 985-1-016 250

17. COMM ROOM 985-1-017 133

18. ELEC ROOM 985-1-018 405

19. MECH ROOM 985-1-019 265

20. MAINTENANCE OFFICE 985-1-020 118

21. CORRIDOR 985-1-021 323

22. HYDRAULIC SHOP 985-1-022 734

23. PROP / ROTOR SHOP 985-1-023 720

24. ENGINE SHOP 985-1-024 720

25. AVI / ELEC SHOP 985-1-025 720

26. FIRE EQUIP ROOM 985-1-026 235

27. MECH CLOSET 985-1-027 48

28. ELEV/ HANGER RECPTN 985-1-028 230

29. ELEV WALKWAY 985-1-029 936

101112

STAIR NO.1

STAIR NO.2

STAIR NO.3

STAIR NO.4

OFFICE

NVG

ROOM

SEWING

SENSITIVE

ITEM STOR

FLOATATION

ROOM

(13) CREW

LOCKERS

O R

C U

O R

ALSE SHOP

ENTRANCE16

9' -2

27'-1" 10'-4" 106'-6"

184'-0"

4' -8

-6

63'-11" 46'-7"

W D

ABCDE

GKL HJ

27'-1"10'-4"

'-5

'-0

'-1 1"

4' -8

F ABCDE

'-8

1'-0"

27'-1"

-6

27'-1"

EAST WING

WEST WING

GKL HJ

WALL LEGEND

EXISTING 8" CMU WALL

NEW 8" CMU WALL

'-4

-9

9' -6

-8

'-2

'-8

'-2

'-0

'-1

'-8

8' -1

'-8

-6

'-3

'-0

7' -6

'-2

'-0

-0

'-5

'-0

'-1 1"

'-4

MECHANICAL / ELECTRICAL ROOMS

PRELIM

S-01

1 SIM. SIM.

S-02 A

S-03 B

-0 3.

dw g

O R

O N

D F

R P

A-03 pw

T- C

M Y.

Ja ck so nv ille D is tri ct \D oc um en ts

\In te rn at io na l & In te ra ge nc y Su pp or t (

IIS

)\D ep ar tm en t o f S ta te \P at ric k

B\ R en ov at e

H an ge rs a nd

En gi ne er in g an d D es ig n\

Pr el im in ar y D es ig n\ Pl at es

J_ Sh ee t_

N ov em be r 2

C _B

&W .S

N , A

O N

Y P

R M

Y C

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

M O

T D

O F

E R

O N

U O

C S

E N

B, F

Y-

D Q

OVERALL SECOND FLOOR PLAN (HANGAR 985)

0 8' 32'16'

GENERAL SHEET NOTES

1. ALL UNITS ON DRAWINGS AND IN THESE GENERAL

ARCHITECTURAL NOTES ARE FEET ( ' ) AND INCHES ( " ) EXCEPT

AS INDICATED.

2. CONTRACTOR TO SELECT A METAL TRANSITION STRIP THAT IS

INTENDED TO CONNECT NEW FLOORING MATERIAL WITH

EXISTING FLOORING MATERIAL.

SHEET KEYNOTES

WALL LEGEND

EXISTING 8" CMU WALL

STAIR

NO.1

STAIR

NO.2

STAIR

NO.3

STAIR

NO.4

28'-1" 10'-8" 106'-6" 10'-8" 28'-1"

184'-0"

11 12

34 37

23 26

NEW 8" CMU WALL

ABCDE

GKL HJ

F ABCDEGKL HJ

4' -8

-2

'-9

'-0

'-1 1"

4' -8

'-4

1. VESTIBULE 985-2-001 234

2. MENS ROOM - EAST 985-2-002 200

3. WOMENS ROOM - EAST 985-2-003 196

4. ELEC CLOSET 985-2-004 8

5. TEAMS ROOM - 1 985-2-005 220

6. PLOTTER/ SUPPLY ROOM 985-2-006 156

7. OPS ADMIN STAFF 985-2-007 400

8. ADMIN RECEPTION 985-2-008 248

9. HOTELING 985-2-009 80

10. OFFICE 985-2-010 114

11. OFFICE 985-2-011 114

12. EXEC ASSISTANT 985-2-012 207

13. DIRECTOR OFFICE 985-2-013 180

14. IT OFFICE/ STORAGE 985-2-014 154

15. VTC/ CLASSIFIED CONF RM 985-2-015 198

16. COMSEC/ VAULT ROOM 985-2-016 90

17. COMM ROOM 985-2-017 133

18. CORRIDOR 985-2-018 218

19. CONTRACTS SUPPORT 985-2-019 770

20. CONTRACTS OFFICE 985-2-020 114

21. CONTRACTS OFFICE 985-2-021 110

22. BUDGET OFFICE 985-2-022 114

23. BREAK ROOM - 1 985-2-023 193

24. SHARED OFFICE 985-2-024 106

25. ADMIN OFFICE 985-2-025 106

26. CORRIDOR 985-2-026 330

27. MENS ROOM - WEST 985-2-027 200

28. WOMENS ROOM - WEST 985-2-028 196

29. COMM ROOM 985-2-029 125

30. ELEC CLOSET 985-2-030 23

31. MAINTENANCE SUITE 985-2-031 1,068

32. OPERATIONS SUITE 985-2-032 1,158

33. OPS CHIEF OFFICE 985-2-033 104

34. OPS II OFFICE 985-2-034 106

35. CORRIDOR 985-2-035 360

36. MAINT CHIEF OFFICE 985-2-036 118

37. MAINT II OFFICE 985-2-037 118

38. TEAMS ROOM - 2 985-2-038 230

39. BREAK ROOM - 2 985-2-039 228

40. MULTI-PURPOSE ROOM 985-2-040 808

41. MECHANICAL ROOM 985-2-041 146

42. VESTIBULE 985-2-042 94

43. ELEVATED WALKWAY 985-2-043 936

44. ELEV/ HANGAR RECEPTION 985-2-044 220

EAST WING

WEST WING

'-1

0" 9'

-0

'-2

'-7

'-1

'-1 1"

7' -0

-6

'-1

-7

'-0

-9

'-3

-1 1"

7' -1

'-1 0"

'-5

'-9

'-0

3' -8

1' -5

3' -1

'-1

'-1 0"

9' -8

-5

'-2

'-1 0"

'-9

'-0

'-1

'-0

'-2

'-7

'-0

'-7

'-4

6' -6

-9

MECHANICAL / ELECTRICAL ROOMS

PRELIM

PLOTTER

PRINTER

STATION

SHREDDER

STORAGE CABINETS

(VTC) MONITOR WALL

PRINTER

STATION

SHREDDER

PRINTER

STATION

VTC / AV

MONITORS WALL

PRINTER

STATION

SHREDDER

PLUMBING CODE ANALYSIS (EAST WING: 4,400 GSF)

BUSINESS OCCUPANCY = 150 GROSS (FLOOR AREA IN SQ FT / OCCUPANT) = 30 TOTAL

BASED ON 30 OCCUPANTS, ASSUME 15 MEN AND 15 WOMEN

OCCUPANCY WATER CLOSETS LAVATORIES DRINKING FOUNTAINS SERVICE SINKS

MALE FEMALE MALE FEMALE

1 PER 25 FOR THE FIRST 50

AND 1 PER 50 FOR THE

REMAINDER EXCEEDING 50

1 PER 40 FOR THE FIRST 80 AND 1

PER 80 FOR THE REMAINDER

EXCEEDING 80

1 PER 100 1 SERVICE SINK

NUMBER REQUIRED

NUMBER PROVIDED

1 1 1 1 1 1

2 * 1 2 1

* PLUS 1 URINAL

* * SERVICE SINK PROVIDED ON FIRST FLOOR

PLUMBING CODE ANALYSIS (WEST WING: 4,400 GSF)

BUSINESS OCCUPANCY = 150 GROSS (FLOOR AREA IN SQ FT / OCCUPANT) = 30 TOTAL

BASED ON 30 OCCUPANTS, ASSUME 15 MEN AND 15 WOMEN

OCCUPANCY WATER CLOSETS LAVATORIES DRINKING FOUNTAINS SERVICE SINKS

MALE FEMALE MALE FEMALE

1 PER 25 FOR THE FIRST 50

AND 1 PER 50 FOR THE

REMAINDER EXCEEDING 50

1 PER 40 FOR THE FIRST 80 AND 1

PER 80 FOR THE REMAINDER

EXCEEDING 80

1 PER 100 1 SERVICE SINK

NUMBER REQUIRED

NUMBER PROVIDED

1 1 1 1 1 1

2 * 3 3 3 1* *1

* PLUS 1 URINAL

* * SERVICE SINK PROVIDED ON FIRST FLOOR

-0 4.

dw g

O R

O N

D F

R F

U R

C H

A-04 pw

T- C

M Y.

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IIS

)\D ep ar tm en t o f S ta te \P at ric k

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Pr el im in ar y D es ig n\ Pl at es

J_ Sh ee t_

N ov em be r 2

C _B

&W .S

N , A

O N

Y P

R M

Y C

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

M O

T D

O F

E R

O N

U O

C S

E N

B, F

Y-

D Q

OVERALL SECOND FLOOR FURNITURE PLAN (HANGAR 985)

0 8' 32'16'

GENERAL SHEET NOTES

1. ALL UNITS ON DRAWINGS AND IN THESE GENERAL

ARCHITECTURAL NOTES ARE FEET ( ' ) AND INCHES ( " ) EXCEPT

AS INDICATED.

2. CONTRACTOR TO SELECT A METAL TRANSITION STRIP THAT IS

INTENDED TO CONNECT NEW FLOORING MATERIAL WITH

EXISTING FLOORING MATERIAL.

SHEET KEYNOTES

1. VESTIBULE 985-2-001 234

2. MENS ROOM - EAST 985-2-002 200

3. WOMENS ROOM - EAST 985-2-003 196

4. ELEC CLOSET 985-2-004 8

5. TEAMS ROOM - 1 985-2-005 220

6. PLOTTER/ SUPPLY ROOM 985-2-006 156

7. OPS ADMIN STAFF 985-2-007 400

8. ADMIN RECEPTION 985-2-008 248

9. HOTELING 985-2-009 80

10. OFFICE 985-2-010 114

11. OFFICE 985-2-011 114

12. EXEC ASSISTANT 985-2-012 207

13. DIRECTOR OFFICE 985-2-013 180

14. IT OFFICE/ STORAGE 985-2-014 154

15. VTC/ CLASSIFIED CONF RM 985-2-015 198

16. COMSEC/ VAULT ROOM 985-2-016 90

17. COMM ROOM 985-2-017 133

18. CORRIDOR 985-2-018 218

19. CONTRACTS SUPPORT 985-2-019 770

20. CONTRACTS OFFICE 985-2-020 114

21. CONTRACTS OFFICE 985-2-021 110

22. BUDGET OFFICE 985-2-022 114

23. BREAK ROOM - 1 985-2-023 193

24. SHARED OFFICE 985-2-024 106

25. ADMIN OFFICE 985-2-025 106

26. CORRIDOR 985-2-026 330

27. MENS ROOM - WEST 985-2-027 200

28. WOMENS ROOM - WEST 985-2-028 196

29. COMM ROOM 985-2-029 125

30. ELEC CLOSET 985-2-030 23

31. MAINTENANCE SUITE 985-2-031 1,068

32. OPERATIONS SUITE 985-2-032 1,158

33. OPS CHIEF OFFICE 985-2-033 104

34. OPS II OFFICE 985-2-034 106

35. CORRIDOR 985-2-035 360

36. MAINT CHIEF OFFICE 985-2-036 118

37. MAINT II OFFICE 985-2-037 118

38. TEAMS ROOM - 2 985-2-038 230

39. BREAK ROOM - 2 985-2-039 228

40. MULTI-PURPOSE ROOM 985-2-040 808

41. UTILITY ROOM 985-2-041 146

42. VESTIBULE 985-2-042 94

43. ELEVATED WALKWAY 985-2-043 936

44. ELEV/ HANGAR LOUNGE 985-2-044 220

WALL LEGEND

EXISTING 8" CMU WALL

STAIR

NO.1

STAIR

NO.2

STAIR

NO.3

STAIR

NO.4

28'-1" 10'-8" 106'-6" 10'-8" 28'-1"

184'-0"

39 1

NEW 8" CMU WALL

EAST WING

WEST WING

-2

'-4

-6

PRELIM

K-2861 HUDSON C_LAVATORY CAST IRON

K-2861HUDSONC_LAVATORY

CAST IRON

K-2861HUDSONC_LAVATORYCAST IRON K-2861HUDSONC_LAVATORYCAST IRON

GAS

S-01

-0 5.

dw g

O R

R P

A-05 pw

T- C

M Y.

Ja ck so nv ille D is tri ct \D oc um en ts

\In te rn at io na l & In te ra ge nc y Su pp or t (

IIS

)\D ep ar tm en t o f S ta te \P at ric k

B\ R en ov at e

H an ge rs a nd

En gi ne er in g an d D es ig n\

Pr el im in ar y D es ig n\ Pl at es

J_ Sh ee t_

D ec em be r 2

C _B

&W .S

N , A

O N

Y P

R M

Y C

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

M O

T D

O F

E R

O N

U O

C S

E N

B, F

Y-

D Q

OVERALL FIRST FLOOR PLAN (HANGAR 986)

0 8' 32'16'

GENERAL SHEET NOTES

1. ALL UNITS ON DRAWINGS AND IN THESE GENERAL

ARCHITECTURAL NOTES ARE FEET ( ' ) AND INCHES ( " ) EXCEPT

AS INDICATED.

2. CONTRACTOR TO SELECT A METAL TRANSITION STRIP THAT IS

INTENDED TO CONNECT NEW FLOORING MATERIAL WITH

EXISTING FLOORING MATERIAL.

PLAN KEY

LEGEND

1. WAREHOUSE 986-1-001 12,990

2. COMM ROOM 986-1-002 143

3. ELEC ROOM 986-1-003 154

4. NDI SHOP 986-1-004 500

5. DoS LOGISTICS SUITE 986-1-005 426

6. DoS LOGISTICS OFFICE 986-1-006 105

7. DoS LOGISTICS DIRECTOR 986-1-007 103

8. CONTRACTORS LOG SUITE 986-1-008 417

9. SMALL CONF ROOM 986-1-009 94

10. AAR ROOM 986-1-010 97

11. MAINT LOG/ QC/ PC OFFICE 986-1-011 408

12. CORRIDOR 986-1-012 655

13. LOGISTICS STOCK CONTROL 986-1-013 770

14. VESTIBULE 986-1-014 50

15. TEAMS ROOM 986-1-015 165

16. STORAGE ROOM 986-1-016 80

17. BREAK ROOM 986-1-017 272

18. WAREHOUSE SHIPPING /

RECEIVING 986-1-018 660

19. MECHANICAL ROOM 986-1-019 512

20. MECH/FIRE PROT ROOM 986-1-020 128

STAIR NO.1

STAIR NO.2

STAIR NO.3

STAIR NO.4

139'-3"

ABC

27'-1"17'-8"

ABC

4' -8

-6

'-5

'-0

9' -1

'-1 1"

'-0

'-1

1" 4'

-8

-2

'-5

'-0

9' -1

'-6

13'-5" 12'-0"

7'-7"

20'-9"39'-5"

7' -4

9'-8 1/2" 9'-10 1/2"

8' -5

'-0

3' -1

1" 8'

-0

'-1

'-2

'-1

0" 3'

-1 0" 5'-5"

EXISTING 8" CMU WALL96

-0

N.I.C.

10'-0" 10'-0"

'-0

-0

N.I.C.

NOT IN CONTRACT (N.I.C.)

10'-0"10'-0" 32'-0"±

'-0

N.I.C.

MECHANICAL / ELECTRICAL ROOMS

PRELIM

PRINTER

STATION

PRINTER

STATION

SHREDDER

C1 C2

DK-6x8

CTC-4x2

MPB

WBT

TC HM

8x3

PCT PI

CTC

3x3

SHREDDER

PRINTER

STATIO

36/536/5

36/5 36/5

36/5

SHREDDER

36/5

PRINTER

STATION

K-2861 HUDSON C_LAVATORY CAST IRON

K-2861HUDSONC_LAVATORY

CAST IRON

K-2861HUDSONC_LAVATORYCAST IRON K-2861HUDSONC_LAVATORYCAST IRON

HAZMAT

FREE-STANDING

LOCKERS

RACK

(12) 14' x 4' x 24' H

RACK

(12) 14' x 4' x 24' H

QC AREA

WAREHOUSE

2 FORT LIFTS

9' x 4'-6"

2 POWER OUTLETS 240

EYE WASHER

EZ WATER /

WATER JUGS DISPENSER

SHREDDER

23"X22"X40"

LIQUID PETROLEUM FORT LIFT

13' X 4'

LIQUID PETROLEUM FORT LIFT

14' X 4'-6"

RECEIVING

HAZMAT

SHIPPING

RACK

(12) 14' x 4' x 24' H

RACK

(10) 14' x 4' x 24' H

96"x30"x38"H

96"x30"x38"H 96"x30"x38"H

96"x30"x38"H

PACKING PEANUT DISPENSER

GAS

-0 6.

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O R

R F

U R

C H

A-06 pw

T- C

M Y.

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IIS

)\D ep ar tm en t o f S ta te \P at ric k

B\ R en ov at e

H an ge rs a nd

En gi ne er in g an d D es ig n\

Pr el im in ar y D es ig n\ Pl at es

J_ Sh ee t_

N ov em be r 2

C _B

&W .S

N , A

O N

Y P

R M

Y C

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

M O

T D

O F

E R

O N

U O

C S

E N

B, F

Y-

D Q

OVERALL FIRST FLOOR FURNITURE PLAN (HANGAR 986)

0 8' 32'16'

GENERAL SHEET NOTES

1. ALL UNITS ON DRAWINGS AND IN THESE GENERAL

ARCHITECTURAL NOTES ARE FEET ( ' ) AND INCHES ( " ) EXCEPT

AS INDICATED.

2. CONTRACTOR TO SELECT A METAL TRANSITION STRIP THAT IS

INTENDED TO CONNECT NEW FLOORING MATERIAL WITH

EXISTING FLOORING MATERIAL.

PLAN KEY

LEGEND

STAIR NO.1

STAIR NO.2

STAIR NO.3

STAIR NO.4

109 11

139'-3"

ABC

27'-1"17'-8"

ABC

4' -8

-6

'-5

'-0

9' -1

'-1 1"

'-0

'-1

1" 4'

-8

-2

'-5

'-0

9' -1

'-6

EXISTING 8" CMU WALL

NEW 8" CMU WALL

N.I.C.

NOT IN CONTRACT (N.I.C.)

N.I.C.

1. WAREHOUSE 986-1-001 12,990

2. COMM ROOM 986-1-002 143

3. ELEC ROOM 986-1-003 154

4. NDI SHOP 986-1-004 500

5. DoS LOGISTICS SUITE 986-1-005 426

6. DoS LOGISTICS OFFICE 986-1-006 105

7. DoS LOGISTICS DIRECTOR 986-1-007 103

8. CONTRACTORS LOG SUITE 986-1-008 417

9. SMALL CONF ROOM 986-1-009 94

10. AAR ROOM 986-1-010 97

11. MAINT LOG/ QC/ PC OFFICE 986-1-011 408

12. CORRIDOR 986-1-012 655

13. LOGISTICS STOCK CONTROL 986-1-013 770

14. VESTIBULE 986-1-014 50

15. TEAMS ROOM 986-1-015 165

16. STORAGE ROOM 986-1-016 80

17. BREAK ROOM 986-1-017 272

18. WAREHOUSE SHIPPING /

RECEIVING 986-1-018 660

19. MECHANICAL ROOM 986-1-019 512

20. MECH/FIRE PROT ROOM 986-1-020 128

PRELIM

K-2861HUDSONC_LAVATORYCAST IRON K-2861HUDSONC_LAVATORYCAST IRON K-2861HUDSONC_LAVATORYCAST IRON K-2861HUDSONC_LAVATORYCAST IRON

K-2861HUDSONC_LAVATORYCAST IRONK-2861HUDSONC_LAVATORYCAST IRONK-2861HUDSONC_LAVATORYCAST IRON

K-2861HUDSONC_LAVATORYCAST IRONK-2861HUDSONC_LAVATORYCAST IRONK-2861HUDSONC_LAVATORYCAST IRONK-2861HUDSONC_LAVATORYCAST IRON

K-2861HUDSONC_LAVATORYCAST IRON K-2861HUDSONC_LAVATORYCAST IRON K-2861HUDSONC_LAVATORYCAST IRON

S-01

-0 7.

dw g

O R

O N

D F

R P

A-07 pw

T- C

M Y.

Ja ck so nv ille D is tri ct \D oc um en ts

\In te rn at io na l & In te ra ge nc y Su pp or t (

IIS

)\D ep ar tm en t o f S ta te \P at ric k

B\ R en ov at e

H an ge rs a nd

En gi ne er in g an d D es ig n\

Pr el im in ar y D es ig n\ Pl at es

J_ Sh ee t_

N ov em be r 2

C _B

&W .S

N , A

O N

Y P

R M

Y C

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

M O

T D

O F

E R

O N

U O

C S

E N

B, F

Y-

D Q

OVERALL SECOND FLOOR PLAN (HANGAR 986)

0 8' 32'16'

GENERAL SHEET NOTES

1. ALL UNITS ON DRAWINGS AND IN THESE GENERAL

ARCHITECTURAL NOTES ARE FEET ( ' ) AND INCHES ( " ) EXCEPT

AS INDICATED.

2. CONTRACTOR TO SELECT A METAL TRANSITION STRIP THAT IS

INTENDED TO CONNECT NEW FLOORING MATERIAL WITH

EXISTING FLOORING MATERIAL.

PLAN KEY

LEGEND

1. COMM ROOM 986-2-001 88

2. AAR LOCKERS 986-2-002 60

3. SIMULATOR/ CLASSROOM 986-2-003 354

4. AAR OPS LEAD OFFICE 986-2-004 225

5. FLIGHT DISPATCH/ PLANNING 986-2-005 370

6. AAR RATED CREW 986-2-006 608

7. AAR NON-RATED CREW 986-2-007 386

8. BREAK ROOM 986-2-008 200

9. LOGISTICS/ QC/ HAZMAT 986-2-009 490

10. CORRIDOR 986-2-010 564

STAIR

NO.1

STAIR NO.3

139'-3"

ABC

27'-1"17'-8"

ABC

9' -1

'-1 1"

'-0

'-1

1" 4'

-8

'-2

STAIR NO.4

STAIR

NO.2

'-0

'-5

7' -6

-8

'-5

'-0

9' -1

'-7

'-2

'-7

-1 " 16'-0" 3'-6"

N.I.C.

5'-5"

EXISTING 8" CMU WALL

NOT IN CONTRACT (N.I.C.)

MECHANICAL / ELECTRICAL ROOMS

N.I.C.

PRELIM

K-2861HUDSONC_LAVATORYCAST IRON K-2861HUDSONC_LAVATORYCAST IRON K-2861HUDSONC_LAVATORYCAST IRON K-2861HUDSONC_LAVATORYCAST IRON

K-2861HUDSONC_LAVATORYCAST IRONK-2861HUDSONC_LAVATORYCAST IRONK-2861HUDSONC_LAVATORYCAST IRON

MONITOR

MONITORS WALL

MONITOR

WHITE BOARD

WH.BOARD

WHITE

BOARDS

WALL

WH.BOARD

SIMULATOR

MONITORS WALL

36/5

PRINTER

STATION

SHREDDER

AAR

LOCKERS

36/5 36/5 36/5 36/5

K-2861HUDSONC_LAVATORYCAST IRONK-2861HUDSONC_LAVATORYCAST IRONK-2861HUDSONC_LAVATORYCAST IRONK-2861HUDSONC_LAVATORYCAST IRON

K-2861HUDSONC_LAVATORYCAST IRON K-2861HUDSONC_LAVATORYCAST IRON K-2861HUDSONC_LAVATORYCAST IRON

-0 8.

dw g

O R

O N

D F

R F

U R

C H

A-08 pw

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)\D ep ar tm en t o f S ta te \P at ric k

B\ R en ov at e

H an ge rs a nd

En gi ne er in g an d D es ig n\

Pr…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Dec 16, 2024.