Attachment_D_-_Bldg_1829_As-Builds.pdf

I N D E X O F D R A W I N G S S H T N O. T I T L E F I L E N O. F I L E N O.T I T L E S H T N O. S H T N O. T I T L E F I L E N O.

CS-1

C-1

C-2

C-3

C-4

C-6

C-7

C-8

D-1

D-2

A-1

A-2

A-3

A-4

A-5

A-6

A-7

A-8

A-11

A-10

A-9

A-19

A-20

A-21

A-22

A-23

H-1

H-2

H-3

H-4

H-5

H-6

H-7

H-8

H-9

H-10

H-11

H-12

H-13

H-14

P-1

P-2

P-3

P-4

E-1

E-2

E-3

E-4

E-5

E-6

E-7

E-8

E-9

E-10

BUILDING #1814 DEMOLITION PLAN

BUILDING #1814 DEMOLITION ELEVATIONS

FIRST FLOOR PLAN

SECOND FLOOR PLAN

ROOF PLAN & DETAILS

ELEVATIONS

ELEVATIONS

BUILDING SECTIONS

WALL SECTIONS & DETAILS

WALL SECTIONS & DETAILS

WALL SECTIONS & DETAILS

SECTIONS & DETAILS

PLAN DETAILS

FIRST FLOOR REFLECTED CEILING PLAN

SECOND FLOOR REFLECTED CEILING PLAN

FIRST FLOOR FINISH, SIGNAGE & MARKERBOARD PLAN

FIRST FLOOR FURNITURE PLAN

HVAC LEGEND

HVAC SCHEDULES

HVAC SCHEDULES

FIRST FLOOR PLAN - HVAC DUCT WORK

SECOND FLOOR PLAN - HVAC DUCT WORK

FIRST FLOOR PLAN - HVAC PIPING

SECOND FLOOR PLAN - HVAC PIPING

MECHANICAL ROOM #153 - PARTIAL FLOOR PLAN & SECTION

HVAC DETAILS

HVAC DETAILS

HVAC DETAILS

HVAC DETAILS

PIPING DIAGRAM

HVAC CONTROLS

ELECTRICAL SITE PLAN

FIRST FLOOR PLAN - LIGHTING

SECOND FLOOR PLAN - LIGHTING

FIRST FLOOR PLAN - POWER

SECOND FLOOR PLAN - POWER

FIRST FLOOR PLAN - SPECIAL SYSTEMS

SECOND FLOOR PLAN - SPECIAL SYSTEMS

ENLARGED MECHANICAL / ELECTRICAL ROOM DETAIL & DETAILS

PANEL SCHEDULES

LEGEND, RISER DIAGRAMS &SCHEDULES

FIRST FLOOR PLAN SANITARY PIPING

SECOND FLOOR SANITARY PIPING

FIRST FLOOR PLAN WATER PIPING

SECOND FLOOR WATER PIPING

EXIST. CONDITIONS AND DEMOLITION PLAN

SITE LAYOUT PLAN

SITE GRADING PLAN

SITE GRADING PLAN

CONSTRUCTION DETAILS

CONSTRUCTION DETAILS

COVER SHEET

S Y M B O L S

L E G E N D

L O C A T I O N M A P

V I C I N I T Y M A P

A B B R E V I A T I O N S

EROSION & SEDIMENTATION CONTROL PLAN

CONSTRUCTION DETAILS

C-9

C-10 FIRST FLOOR ENLARGED TOILET ROOMSP-5

H-15 CONTROL SCHEMATICS

A.M.U. FACILITY (A.F.R.)

M C G U I R E A. F. B.

COVER SHEET

CS-1

11-15-94

NO SCALE

D.J.F.

A.M.H.

D.W.S.

KC-10 SQUADRON OPERATIONS

MILLWORK SECTIONS & ELEVATIONSA-18

HVAC CONTROLSH-16

A-17 MILLWORK SECTIONS & ELEVATIONS

A-14 ROOM FINISH & COLOR SCHEDULES

TOILET ROOM BLOW-UPS

LOBBY PLANS & ELEVATIONS

DOOR SCHEDULE & DETAILS

STAIR SECTIONS & DETAILS

A-16

A-15

A-12

A-13

S-1

S-6

S-5

S-4

S-3

S-2

BRICK

CMU

CERAMIC TILE

CONCRETE

GROUT OR CAST STONE

METAL IN SECTION

GYPSUM WALL BOARD ACOUSTICAL CEILING TILE

CAPILLARY WATER BARRIER

EARTH

BATT INSULATION

PLYWOOD

WOOD FINISH

WOOD IN ROUGH

BUILDING #1814 ELECTRICAL REMOVAL PLAND-3

NUMBER INDICATES

SECTION

SHEET NUMBER WHERE

SECTION IS DRAWN

SHEET NUMBER WHERE

SECTION IS TAKEN

INDUICATES DIRECTION

OF CUTTING PLANE

SECTION OR

DETAIL

SHEET #

WHERE TAKEN

SHEET #

WHERE DRAWN

GENERAL NOTES

ROOF FRAMING PLAN

SECOND FLOOR FRAMING PLAN

FOUNDATION PLAN

TYPICAL FRAMING DETAILS

TYPICAL MASONRY DETAILS

TYPICAL SLAB-ON-GRADE DETAILS

TYPICAL FOUNDATION DETAILS

S-9

S-8

S-7

TYPICAL FRAMING DETAILS

DETAILSS-10

DETAILSS-11

SCHEDULES & DETAILS

SECOND FLOOR ENLARGED TOIET ROOMSP-6

P-7

CHIEF, DESIGN BRANCH

SECTION CHIEF

ARCHITECT ENGINEER

Checked By:

Concurred By:

Reviewed By:

Submitted By:

Drawn By:

Designed By:

CLARKS SUMMIT, PENNSYLVANIA

ABINGTON EXECUTIVE PARK

BURKAVAGE DESIGN ASSOCIATES

Revision Approved

U.S. ARMY ENGINEER DISTRICT

COLONEL, C.E., DISTRICT ENGINEER

FILE NO.

Sheet_ _of_

CHIEF, ENGINEERING DIVISION

Approval Recommended:

M c G U I R E A F B, N. J.

Approved By:

of Engineers

US Army Corps

Description number:

reference Sheet

Scale:

Date:

AMU FACILITY (AFR)

KC-10 SQUADRON OPERATIONS /

NEW YORK, NEW YORK

CORPS OF ENGINEERS

Date

BUILDING #1814 ASBESTOS REMOVAL PLAND-4

BUILDING #1813 DEMOLITION PLAND-5

BUILDING #1813 DEMOLITION ELEVATIONSD-6

BUILDING #1813 ELECTRICAL REMOVAL PLAND-7

BUILDING #1813 ASBESTOS REMOVAL PLAND-8

C-5 SITE UTILITY PLAN

EROSION & SEDIMENTATION CONTROL PLAN

CONSTRUCTION DETAILS

C-11 CONSTRUCTION DETAILS

C-12

SECOND FLOOR FINISH, SIGNAGE & MARKERBOARD PLAN

SECOND FLOOR FURNITURE PLANA-24

HVAC CONTROLSH-17

HVAC CONTROLSH-18

HVAC CONTROLSH-19

HVAC CONTROLSH-20

HVAC CONTROLSH-21

1 95

7673-8251

7673-8251

7673-8252

7673-8253

7673-8254

7673-8255

7673-8256

7673-8257

7673-8258

7673-8259

7673-8260

7673-8261

7673-8262

7673-8263

7673-8264

7673-8265

7673-8266

7673-8267

7673-8268

7673-8269

7673-8270

7673-8271

SITE LANDSCAPE PLANLS-1 7673-8272

7673-8273

7673-8274

7673-8275

7673-8276

7673-8277

7673-8278

7673-8279

7673-8280

7673-8281

7673-8282

7673-8283

7673-8284

7673-8285

7673-8286

7673-8287

7673-8288

7673-8289

7673-8290

7673-8291

7673-8292

7673-8293

7673-8294

7673-8295

7673-8296

7673-8297

7673-8298

7673-8299

7673-8300

7673-8301

7673-8302

7673-8303

7673-8304

7673-8305

7673-8306

7673-8307

7673-8308

7673-8309

7673-8310

7673-8311

7673-8312

7673-8313

7673-8314

7673-8315

7673-8316

7673-8317

7673-8318

7673-8319

7673-8320

7673-8321

7673-8322

7673-8323

7673-8324

7673-8325

7673-8326

7673-8327

7673-8328

7673-8330

7673-8331

7673-8332

7673-8333

7673-8334

7673-8335

7673-8336

7673-8337

7673-8338

7673-8339

7673-8340

7673-8341

7673-8342

7673-8343

7673-8344

7673-8345

7673-8329

CIVIL DRAWINGS:

C-1 TO C-12, L-1

ARCHITECTURAL DRAWINGS:

D-1, D-2, D-4, D-5, D-6, D-8, A-1 TO A-24

STRUCTURAL DRAWINGS:

S-1 TO S-11

SEAL IS ON DRAWINGS

MECHANICAL DRAWINGS:

H-1 TO H-21 , P-1 TO P-7

D-3, D-7, E-1 TO E-10

ELECTRICAL DRAWINGS:

CONTRACT NO. DACA51-95-C-0025

ARCHITECTS AND ENGINEERS

BURKAVAGE DESIGN ASSOCIATES

RECORD DRAWING

FOR THE ACCURACY OF THIS RECORD

ACCURACY, AND THUS IS NOT RESPONSIBLE

DESIGN ASSOCIATES, INC. CANNOT ASSURE ITS

BELIEVED TO BE RELIABLE, BURKAVAGE

BY OTHERS. WHILE THIS INFORMATION IS

IN PART, BASED UPON INFORMATION FURNISHED

BEFORE APPLYING IT FOR ANY PURPOSE.

INDEPENDENT VERIFICATION OF ITS ACCURACY

RECORD DOCUMENT ARE ADVISED TO OBTAIN

IT AS A RESULT. THOSE RELYING ON THIS

WHICH MAY HAVE BEEN INCORPORATED INTO

DRAWING OR FOR ANY ERRORS OR OMISSIONS

THIS RECORD DRAWING HAS BEEN PREPARED

DATE: 12-15-97

YR YEAR

WELDED WIRE FABRIC

WEIGHT

WIDTH, WOOD

WITH

WIDTH, WATT, WEST

WWF

WT

WD

W/ W

VINYL WALL COVERING

VOLUME

VESTIBULE

VERTICAL

VINYL COMPOSITION TILE

VOLT

VWC

VOL

VEST

VERT

VCT

V

UON UNLESS OTHERWISE NOTED

TYPICAL

TREATED

TOP OF STEEL, TOP OF SLAB

TOILET

THRESHOLD

THICKNESS

TEMPERED, TEMPORARY

TECHNICAL

TILE

TYP

TR

TOS

TOIL

THRESH

THK

TEMP

TECH

T

SUSPENDED

STRUCTURAL

STORAGE

STEEL

STANDARD

STAINLESS STEEL

SQUARE

SPECIFICATION

SINGLE POLE

SANITARY MAN HOLE

SLOPE

SIMILAR

SHEET

SQUARE FEET

SERVICE

SECTION

SANITARY

SOUTH

SUSP

STRUCT

STOR

STL

STD

SS

SQ

SPEC

SP

SMH

SL

SIM

SHT

SF

SERV

SECT

SAN

S

RIGHT OF WAY

REVOLUTIONS PER MINUTE

ROOM

ROOF

REVISION

REQUIRED

REMOVED

REINFORCEMENT

REFRIGERATOR

RECEPTACLE

ROOF DRAIN

RADIUS, RISER

R/W

RPM

RM

RF

REV

REQD

REM

REINF

REF

RECP

RD

R

QT QUARRY TILE, QUART

POLY VINYL CHLORIDE

POUNDS PER SQUARE INCH

POUNDS PER SQUARE FOOT

PANEL

PLYWOOD

PLASTER

PROPERTY LINE, PLATE

PVC

PSI

PSF

PNL

PLYWD

PLAS

PL

OVERHEAD

OPPOSITE

OPENING

OUTSIDE DIAMETER

ON CENTER

OH

OPP

OPNG

OD

OC

NOT TO SCALE

NOMINAL

NUMBER

NOT IN CONTRACT

NORTH

NTS

NOM

NO,#

NIC

N

MOUNTING

MOUNTED

MILES PER HOUR

MASONRY OPENING

MISCELLANEOUS

MINIMUM

MAN HOLE

METAL

MTG

MTD

MPH

MO

MISC

MIN

MH

MET,MTL

MECHANICAL

MAXIMUM

MATERIAL

MASONRY

MACHINE

MECH

MAX

MATL

MAS

MACH

LIGHT

LONG LEG VERTICAL

LONG LEG HORIZONTAL

LINEAL FEET

LEVEL

POUNDS

LAVATORY

LAUNDRY

LENGTH, ANGLE

LT

LLV

LLH

LF

LEV

LBS

LAV

LAUN

L

KILOWATT

KILOVOLT-AMPERE

KILOVOLT

KIPS (1,000 LBS)

KW

KVA

KV

K

JOINT

JOIST

JANITORS CLOSET

JUNCTION BOX

JT

JST

JC

JB

INVERT

INTERIOR

INSULATION

INCH

INSIDE DIAMETER

INV

INT

INSUL

IN

ID

HM HOLLOW METAL

HOT WATER

HOUR

HORSEPOWER, HIGH POINT

HORIZONTAL

HARDWARE

HANDICAPPED

HEIGHT

HW

HR

HP

HORIZ

HDWR

HC

H,HGT

GYPSUM

GALLONS PER MINUTE

GOVERNMENT

GLASS

GALVANIZED

GAUGE

GYP

GPM

GOVT

GL

GALV

GA

FOOTING

FOOT, FEET

FRAME

FLUORESCENT

FLOOR

FINISH

FINISHED FLOOR

FOUNDATION

FLOOR DRAIN

FAHRENHEIT

FTG

FT

FR

FLUOR

FL

FIN

FF

FDN

FD

F

EXTERIOR

EXPANSION JOINT

EXPANSION

EXISTING

EXT

EXP JT

EXP

EXIST

ELECTRIC WATER COOLER

EQUIPMENT

EQUAL

EMERGENCY

ELECTRIC

ELEVATION

EDUCATION

EACH

EAST

EWC

EQUIP

EQ

EMER

ELEC

EL,ELEV

ED

EA

E

DRAWING

DISTRIBUTION PANEL

DOWN SPOUT

DOWN

DIRECTOR

DIMENSION

DIAMETER

DOUBLE

DEPTH

DWG

D PNL

DS

DN

DIR

DIM

DIA

DBL

D

CLO CLOSET

COLD WATER

CENTER

CERAMIC TILE

CORRIDOR

CONTINUOUS

CONSTRUCTION

CONNECTION

CONCRETE

COLUMN

CLEAN OUT

CONCRETE MASONRY UNIT

CEILING

CENTER LINE

CONTROL JOINT

CENTER TO CENTER

CATCH BASIN

COLOR, CONDUIT

CW

CTR

CT

CORR

CONT

CONST

CONN

CONC

COL

CO

CMU

CLG

CL

CJ

CC

CB

C,CND

BRITISH THERMAL UNIT

BASEMENT

BRIDGE

BEAM

BUILDING

BITUMINOUS

BOARD

BOTTOM

BTU

BSMT

BRG

BM

BLDG

BIT

BD

B,BOT

AMERICAN WIRE GAUGE

AT

ASSISTANT

ARCHITECTURAL

APPROXIMATE

ACCESS PANEL

ANCHOR

ALTERNATE

ALUMINUM

ADJUSTIBULE

ADDITIONS & ALTERATIONS

ACOUSTICAL TILE CEILING

ANCHOR BOLT

AMPERE

AWG

AP

ADAL

ASST

ANCH

ARCH

APPORX

ALT

ALUM

ADJ

ACST

AB

A,AMP

D-1

BUILDING #1814 DEMOLITION PLAN

1/8" = 1' - 0"

BUILDING #1814 DEMOLITION PLAN

D.W.S.

D.B.T.

R.J.H.

11-15-94

AS NOTED

WH

B

LD

G

N O R

TH

N

1'-0" REINFORCED CONCRETE WALLS

WALL LEGEND

16'8'4'0

SCALE: 1/8" = 1'

DOTTED LINE-CANOPY

ROOF ABOVE (TYPICAL)

LINE OF CONC.

CURB (TYPICAL)

N O T E:

ENTIRE BUILDING SHALL BE DEMOLISHED.

8" C.M.U. WALLS

5" STUD WALLS

160'-0"

48'-0" 37'-0" 75'-10"

'-0

'-0

'-0

MECHANICAL

ROOM

2 95

7673-8252

CHIEF, DESIGN BRANCH

SECTION CHIEF

ARCHITECT ENGINEER

Checked By:

Concurred By:

Reviewed By:

Submitted By:

Drawn By:

Designed By:

CLARKS SUMMIT, PENNSYLVANIA

ABINGTON EXECUTIVE PARK

BURKAVAGE DESIGN ASSOCIATES

Revision Approved

U.S. ARMY ENGINEER DISTRICT

COLONEL, C.E., DISTRICT ENGINEER

FILE NO.

Sheet_ _of_

CHIEF, ENGINEERING DIVISION

Approval Recommended:

M c G U I R E A F B, N. J.

Approved By:

of Engineers

US Army Corps

Description number:

reference Sheet

Scale:

Date:

AMU FACILITY (AFR)

KC-10 SQUADRON OPERATIONS /

NEW YORK, NEW YORK

CORPS OF ENGINEERS

Date

NORTH ELEVATION

1/8" = 1'-0"

1/8" = 1'-0"

SOUTH ELEVATION

1/8" = 1'-0"

EAST ELEVATION

1/8" = 1'-0"

WEST ELEVATION

5'- 0"

'-0

TOP OF PILE CAPS

FLOOR ELEV.

ROOF ELEV.

TOP OF PILE CAPS

FLOOR ELEV.

ROOF ELEV.

TOP OF WALL

5'- 0"

'-0

3'-

0"

5'- 0"

'-0

3'-

0"

TOP OF PILE CAPS

FLOOR ELEV.

ROOF ELEV.

TOP OF WALL

4'- 0"

'-0

3'-

0"

BOT. OF FTG.

FLOOR ELEV.

ROOF ELEV.

TOP OF WALL

AIR CONDITIONING UNIT

EXHAUST

FOUNDATION WALLS & FOOTERS

TOP OF PILE CAPS

PILE CAPS TO REMAIN

GRADE BEAMS

FOUNDATION WALLS & FOOTERS

AIR CONDITIONING UNIT

DUCT

PILE CAPS TO REMAIN

GRADE BEAMS

PILE CAPS TO REMAIN

GRADE BEAMS

TOP OF WALL (BEYOND) LADDER

OIL TANK

FOUNDATION WALLS & FOOTERSGRADE BEAMS

N O T E:

ENTIRE BUILDING SHALL BE DEMOLISHED

CHIEF, DESIGN BRANCH

SECTION CHIEF

ARCHITECT ENGINEER

Checked By:

Concurred By:

Reviewed By:

Submitted By:

Drawn By:

Designed By:

CLARKS SUMMIT, PENNSYLVANIA

ABINGTON EXECUTIVE PARK

BURKAVAGE DESIGN ASSOCIATES

Revision Approved

U.S. ARMY ENGINEER DISTRICT

COLONEL, C.E., DISTRICT ENGINEER

FILE NO.

Sheet_ _of_

CHIEF, ENGINEERING DIVISION

Approval Recommended:

M c G U I R E A F B, N. J.

Approved By:

of Engineers

US Army Corps

Description number:

reference Sheet

Scale:

Date:

AMU FACILITY (AFR)

KC-10 SQUADRON OPERATIONS /

NEW YORK, NEW YORK

CORPS OF ENGINEERS

Date

R.J.H.

S.E.P.

D.W.S.

11-15-94

AS NOTED

3 95

BUILDING #1814 DEMOLITION ELEVATIONS

D-2

7673-8253

16'8'4'0

SCALE: 1/8" = 1'

D-3

BUILDING 1814

ELECTRICAL REMOVAL PLAN

11/15/94

1/8" = 1'-0"

PPB-1

LP1

WH

PPB-1

PANELBOARDTRANSFER

SWITCH

MAIN

DISCONNECT MDP

GENERATOR

S

SSS

S S

S S

SS

S

SS

S S

SS

S

S S

SS

PAYPHONE

J

NOTE 1

16'8'4'0

SCALE: 1/8" = 1'

1. ENTIRE BUILDING SHALL BE DEMOLISHED

NOTES:

NBUILDING 1814 ELECTRICAL REMOVAL PLAN

1/8" = 1' - 0"

2. BASE TO GIVE BARREL TO CONTRACTOR

FOR DISPOSAL OF ANY PCB LIGHTING

FIXTURE BALLASTS. CONTRACTOR TO

PLACE PCB BALLASTS IN BARREL AND

DELIVER TO ON-BASE DISPOSAL CENTER

DESIGNATED "BACK-40".

EAH

DJC

BGB

7673-8254

4 95

CHIEF, DESIGN BRANCH

SECTION CHIEF

ARCHITECT ENGINEER

Checked By:

Concurred By:

Reviewed By:

Submitted By:

Drawn By:

Designed By:

CLARKS SUMMIT, PENNSYLVANIA

ABINGTON EXECUTIVE PARK

BURKAVAGE DESIGN ASSOCIATES

Revision Approved

U.S. ARMY ENGINEER DISTRICT

COLONEL, C.E., DISTRICT ENGINEER

FILE NO.

Sheet_ _of_

CHIEF, ENGINEERING DIVISION

Approval Recommended:

M c G U I R E A F B, N. J.

Approved By:

of Engineers

US Army Corps

Description number:

reference Sheet

Scale:

Date:

AMU FACILITY (AFR)

KC-10 SQUADRON OPERATIONS /

NEW YORK, NEW YORK

CORPS OF ENGINEERS

Date

SSSSSS

SS

SS

SS

SS

SS

SS

SS

S S

S S

S S

D-4

BUILDING 1814 ASBESTOS REMOVAL PLAN

BUILDING # 1814 ASBESTOS REMOVAL

B.W.M.

J.E.R.

11-15-94

AS NOTED

B

LD

G

N O R

TH

N

1'-0" REINFORCED CONCRETE WALLS

WALL LEGEND

16'8'4'0

SCALE: 1/8" = 1'

8" C.M.U. WALLS

5" STUD WALLS

ROOF PLAN

1/16" = 1' - 0"

N

N O R

TH

B

LD

G

(EXCLUDING MECHANICAL ROOM)

MATERIAL REMOVAL SCHEDULE

VINYL ASBESTOS TILE/MASTIC

AND ASSOCIATED TRIM

PIPE AND PIPE FITTING INSULATION

CEMENT SIDING (SHINGLES) -

- 9300 SQUARE FEET

225 LINEAR FEET

TO BE COMPLETED BY CONTRACTOR - NOTE: ALL

WITH TILE AS ASBESTOS. TILE IS LOCATED UNDER

COVE TRIM AND ASSOCIATED MASTIC SHALL BE REMOVED

LOCATION OF VINYL ASBESTOS TILE/MASTIC REMOVAL

LIMITS OF ASBESTOS REMOVAL WORK

LOCATED ABOVE SHEETROCK CEILING).

REMOVED AND DISPOSED BY CONTRACTOR. (PRIMARILY

APPROXIMATE LOCATION OF PIPING INSULATION TO BE

LEGEND

<40 SQUARE FEET

475 LINEAR FEET

HEAT EXCHANGER INSULATION

PIPE AND PIPE FITTING INSULATION

MATERIAL REMOVAL SCHEDULE

(MECHANICAL ROOM ONLY)

(ABOVE CEILINGS IN MOST AREAS)

700 SQUARE FEET

500 SQUARE FEETROOFING PATCHING MATERIALS -

- AS EXISTSROOF FLASHING MATERIALS

(INCLUDES APPROXIMATELY 110 FITTINGS)

OPEN PORCH - NO ASBESTOS WORK

OPEN PORCH - NO ASBESTOS WORK

NO ABATEMENT

WORK

OPEN PORCH - NO ASBESTOS WORK

LIMIT OF ASBESTOS CEMENT SHINGLES TO BE REMOVED BY ASBESTOS CONTRACTOR

48'-0"

'-0

'-0

'-0

75'-10"37'-0"

160'-0"

ROOM

MECHANICAL

CURB (TYPICAL)

LINE OF CONC.

ROOF ABOVE (TYPICAL)

DOTTED LINE-CANOPY

WH

FITTING INSULATION REMOVAL ONLY (FIBERGLASS PIPE INSULATION)

CARPET IN MAJORITY OF BUILDING.

(REFER TO NOTE AT RIGHT)

NOTE: ALL ROOF FLASHING MATERIALS INCLUDING PERIMETER, PARAPET,

CURB AND PENETRATION FLASHING SHALL BE REMOVED AND

AND DISPOSED OF AS ASBESTOS. ALL ROOF PATCHING MATERIALS

(INCLUDING BLACK AND SILVER "TAR"- PATCHING COMPOUND)

SHALL BE REMOVED AND DISPOSED OF AS ASBESTOS. REMOVAL

SHALL BE TO STRUCTURAL DECK. REMOVAL OF FLASHINGS AND

PATCHES SHALL EXTEND A MINIMUM OF TWO (2) FEET FROM

PERIMETER, MECHANICAL UNITS, ARCHITECTURAL SEPARATIONS,

DRAINS, VENT PIPES, ETC.

FITTING INSULATION REMOVAL ONLY (FIBERGLASS PIPE INSULATION)

REFER TO MECHANICAL

SCHEDULE FOR QUANTITY

OF MATERIALS

CHIEF, DESIGN BRANCH

SECTION CHIEF

ARCHITECT ENGINEER

Checked By:

Concurred By:

Reviewed By:

Submitted By:

Drawn By:

Designed By:

CLARKS SUMMIT, PENNSYLVANIA

ABINGTON EXECUTIVE PARK

BURKAVAGE DESIGN ASSOCIATES

Revision Approved

U.S. ARMY ENGINEER DISTRICT

COLONEL, C.E., DISTRICT ENGINEER

FILE NO.

Sheet_ _of_

CHIEF, ENGINEERING DIVISION

Approval Recommended:

M c G U I R E A F B, N. J.

Approved By:

of Engineers

US Army Corps

Description number:

reference Sheet

Scale:

Date:

AMU FACILITY (AFR)

KC-10 SQUADRON OPERATIONS /

NEW YORK, NEW YORK

CORPS OF ENGINEERS

Date

5 95

7673-8255

D-5

BUILDING #1813 DEMOLITION PLAN

BUILDING #1813 DEMOLITION PLAN

D.W.S.

D.B.T.

R.J.H.

11-15-94

AS NOTED

N

WALL LEGEND

N O T E :

ENTIRE BUILDING SHALL BE DEMOLISHED

8" C.M.U. WALLS

5" STUD WALLS

48'-8"

'-8

'-8

'-0

48'-8"6'-0"

'-4

6 95

7673-8256

CHIEF, DESIGN BRANCH

SECTION CHIEF

ARCHITECT ENGINEER

Checked By:

Concurred By:

Reviewed By:

Submitted By:

Drawn By:

Designed By:

CLARKS SUMMIT, PENNSYLVANIA

ABINGTON EXECUTIVE PARK

BURKAVAGE DESIGN ASSOCIATES

Revision Approved

U.S. ARMY ENGINEER DISTRICT

COLONEL, C.E., DISTRICT ENGINEER

FILE NO.

Sheet_ _of_

CHIEF, ENGINEERING DIVISION

Approval Recommended:

M c G U I R E A F B, N. J.

Approved By:

of Engineers

US Army Corps

Description number:

reference Sheet

Scale:

Date:

AMU FACILITY (AFR)

KC-10 SQUADRON OPERATIONS /

NEW YORK, NEW YORK

D-6

E A S T E L E V A T I O N

D.W.S.

D.B.T.

D.J.F.

11-15-94

AS NOTED

N O T E :

ENTIRE BUILDING SHALL BE DEMOLISHED

'-2

ROOF ELEV.

FLOOR ELEV.

FOUNDATION WALLS & FOOTERS

W E S T E L E V A T I O N 1/8" = 1' - 0"

'-2

FLOOR ELEV.

ROOF ELEV.

FOUNDATION WALLS & FOOTERS

N O R T H E L E V A T I O N 1/8" = 1' - 0"

FOUNDATION WALLS & FOOTERS

ROOF ELEV.

FLOOR ELEV.

'-2

S O U T H E L E V A T I O N 1/8" = 1' - 0"

FOUNDATION WALLS & FOOTERS

FLOOR ELEV.

'-2

ROOF ELEV.

7 95

BUILDING #1813 DEMOLITION ELEVATIONS

7673-8257

CHIEF, DESIGN BRANCH

SECTION CHIEF

ARCHITECT ENGINEER

Checked By:

Concurred By:

Reviewed By:

Submitted By:

Drawn By:

Designed By:

CLARKS SUMMIT, PENNSYLVANIA

ABINGTON EXECUTIVE PARK

BURKAVAGE DESIGN ASSOCIATES

Revision Approved

U.S. ARMY ENGINEER DISTRICT

COLONEL, C.E., DISTRICT ENGINEER

FILE NO.

Sheet_ _of_

CHIEF, ENGINEERING DIVISION

Approval Recommended:

M c G U I R E A F B, N. J.

Approved By:

of Engineers

US Army Corps

Description number:

reference Sheet

Scale:

Date:

AMU FACILITY (AFR)

KC-10 SQUADRON OPERATIONS /

NEW YORK, NEW YORK

D-7

BUILDING 1813 ELECTRICAL REMOVAL PLAN

10/28/94

1/8" = 1'-0"

N

CHIEF, DESIGN BRANCH

SECTION CHIEF

ARCHITECT ENGINEER

Checked By:

Concurred By:

Reviewed By:

Submitted By:

Drawn By:

Designed By:

CLARKS SUMMIT, PENNSYLVANIA

ABINGTON EXECUTIVE PARK

BURKAVAGE DESIGN ASSOCIATES

Revision Approved

U.S. ARMY ENGINEER DISTRICT

COLONEL, C.E., DISTRICT ENGINEER

FILE NO.

Sheet_ _of_

CHIEF, ENGINEERING DIVISION

Approval Recommended:

M c G U I R E A F B, N. J.

Approved By:

of Engineers

US Army Corps

Description number:

reference Sheet

Scale:

Date:

AMU FACILITY (AFR)

KC-10 SQUADRON OPERATIONS /

NEW YORK, NEW YORK

CORPS OF ENGINEERS

Date

BUILDING 1813

EAH

DJC

BGB

ELECTRICAL REMOVAL PLAN

PNL L

TELEPHONE

TERMINAL

CABINET

S S

SS S

S

S S S

EWC

C

S

S S

SS

S S S

J

J

J

S

S

SS

J

S S

PNL N

BREAKER

CIRCUIT

ENCLOSED

C

S

S S

PANEL

DISTRIBUTION

MAIN

S

DROP CEILING

EXISTS ABOVE

LIGHTING SHOWN

8 95

7673-8258

DESIGNATED "BACK-40".

DELIVER TO ON-BASE DISPOSAL CENTER

PLACE PCB BALLASTS IN BARREL AND

FIXTURE BALLASTS. CONTRACTOR TO

FOR DISPOSAL OF ANY PCB LIGHTING

2. BASE TO GIVE BARREL TO CONTRACTOR

NOTES:

1. ENTIRE BUILDING SHALL BE DEMOLISHED

D-8 Sheet_ _of_

Scale:

Date:

BUILDING 1813 ASBESTOS REMOVAL PLAN

BUILDING # 1813 ASBESTOS REMOVAL

B.W.M.

J.E.R.

11-15-94

AS NOTED

N

WALL LEGEND

8" C.M.U. WALLS

5" STUD WALLS

48'-8"

48'-8"

'-8

'-4

'-8

'-0

6'-0"

LIMITS OF ASBESTOS REMOVAL WORK

LEGEND

LOCATION OF VINYL ASBESTOS TILE/MASTIC REMOVAL

TO BE COMPLETED BY CONTRACTOR - NOTE: ALL

COVE TRIM AND ASSOCIATED MASTIC SHALL BE REMOVED

WITH TILE AS ASBESTOS. TILE IS LOCATED UNDER

LOCATED ABOVE SHEETROCK CEILING).

REMOVED AND DISPOSED BY CONTRACTOR. (PRIMARILY

APPROXIMATE LOCATION OF PIPING INSULATION TO BE

LOCATION OF CHASE WALL DEMOLITION TO ACCESS

PIPING INSULATION.

N 1/16" = 1' - 0"

ROOF PLAN

AND ASSOCIATED COVE TRIM

(ABOVE SHEET ROCK CEILING)

PIPE AND PIPE FITTING INSULATION

VINYL ASBESTOS TILE/MASTIC

(EXCLUDING MECHANICAL ROOM)

ROOFING MATERIALS

MATERIAL REMOVAL SCHEDULE

4300 SQUARE FEET

700 LINEAR FEET

5000 SQUARE FEET

(INCLUDES REMOVAL OF ALL

FLASHINGS, INSULATION, VAPOR

BARRIER, BUILT-UP FELTS,

ETC. TO DECK)

MATERIAL REMOVAL SCHEDULE

(MECHANICAL ROOM ONLY)

HEAT EXCHANGER INSULATION

PIPE AND PIPE FITTING INSULATION

DEBRIS (ON FLOOR) -

- 125 LINEAR FEET

<30 SQUARE FEET

<1 SQUARE FOOT

NOTE: PIPING ABOVE SHEETROCK CEILING TO BE ACCESSED BY CONTRACTOR.

X X X XXX X X

XXX X XXXX

X X X XXX

X X

CARPETING IN MAJORITY OF BUILDING.

ALL ROOFING MATERIALS

SHALL BE REMOVED

AND DISPOSED OF AS

ASBESTOS. REMOVAL SHALL

BE TO EXISTING DECK.

METAL ROOF - NO REMOVAL

MECHANICAL

ROOM

REFER TO MATERIAL REMOVAL

SCHEDULE FOR QUANTITIES

CHIEF, DESIGN BRANCH

SECTION CHIEF

ARCHITECT ENGINEER

Checked By:

Concurred By:

Reviewed By:

Submitted By:

Drawn By:

Designed By:

CLARKS SUMMIT, PENNSYLVANIA

ABINGTON EXECUTIVE PARK

BURKAVAGE DESIGN ASSOCIATES

Revision Approved

U.S. ARMY ENGINEER DISTRICT

COLONEL, C.E., DISTRICT ENGINEER

FILE NO.

Sheet_ _of_

CHIEF, ENGINEERING DIVISION

Approval Recommended:

M c G U I R E A F B, N. J.

Approved By:

of Engineers

US Army Corps

Description number:

reference Sheet

Scale:

Date:

AMU FACILITY (AFR)

KC-10 SQUADRON OPERATIONS /

NEW YORK, NEW YORK

CORPS OF ENGINEERS

Date

9 95

7673-8259

BURKAVAGE DESIGN ASSOCIATES

ABINGTON EXECUTIVE PARK

CLARKS SUMMIT, PENNSYLVANIA

US Army Corps of Engineers

Revision Description Date Approved

Designed By:

Drawn By:

Submitted By:

Reviewed By:

Concurred By:

Approval Recommended:

Approved By:

Date:

Scale:

Sheet_ _of_

Sheet reference number:

Checked By:

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

NEW YORK, NEW YORK

ARCHITECT ENGINEER

SECTION CHIEF

CHIEF, DESIGN BRANCH

CHIEF, ENGINEERING DIVISION

COLONEL, C.E., DISTRICT ENGINEER

FILE NO.

M c G U I R E A F B, N. J.

SQUADRON OPERATIONS/AMU FACILITY

7"

1"6"

/ " RADIUS1

/ " RADIUS3 4

CLASS A

CEMENT CONCRETE

T Y P I C A L S E C T I O N

2" DEEP

/ " WIDE3

D E T A I L A

C O N T R A C T I O N J T.

CO

NT

RA

CT

ION

J

OIN

T

SP

AC

ING

0"

MA

X.

TO

0"

MIN

CONTRACTION JOINT

SEE DETAIL "A" ABOVE

P L A I N C E M E N T C O N C R E T E C U R B D E T A I L S

NOTE: SPACE CONTRACTION JOINTS IN UNIFORM

LENGTHS OR SECTIONS.

PLACE 1/2" PREMOULDED EXPANSION

JOINT FILLER MATERIAL AT STRUCTURES

AND AT THE END OF THE WORK DAY.

CUT MATERIAL TO CONFORM TO AREA

ADJACENT TO CURB OR TO CONFORM

TO CROSS SECTIONAL AREA OF CURB.

NOT TO SCALE

2"

1"

BROOM FINISH

C O N C R E T E W A L K P L A N

NOT TO SCALE

NOT TO SCALE

SEALANT, FS SS-S-1401

SEAL WITH HOT POURED JOINT

BATTER 1" IN 6" MIN. EXPOSED FACE 6"

7"

EXIST. PAVEMENT & CURB

SAWCUT BEFORE REMOVING

12"VARIES

1/4"R

3/4"R 6"

NOTE:

TO 20'-0" MAXIMUM).

LENGTHS OR SECTIONS (4'-0" MINIMUM

SPACE CONTRACTION JOINTS IN UNIFORM

TOPSOIL

1 1/2" WEARING COURSE

3000 PSI CONCRETE

SEED & MULCH

R E S T O R A T I O N A T C U R B D E T A I L

8"

M E C H A N I C A L P A D D E T A I L

6 x 6 x 2.0 x 2.0 W.W.F.

VARIABLE SEE SHEET A-1

NOT TO SCALE

1"

(MIN)

(M

IN

C U R B & S I D E W A L K D E T A I L

JOINTS 30'-0" O.C.

PROVIDE CONTRACTION JOINTS 5'-0" O.C. & EXPANSION

MEETS BUILDING & WALL CONSTRUCTION.

PROVIDE 1/2" PREMOLDED EXPANSION JOINT WHERE WALK

NOTES:

2.

1.

CAPPILARY WATER BARRIER

6" REVEAL

3/4" R

6"

SLOPE 1/4"/FT.

x W2.0 WWF

WITH 6 x 6 - W2.0

4" THK. CONC. WALK

OR AS INDICATED

1/2" EXP. JT.

1/4" R

7"

MEETS BUILDING CONSTRUCTION.

NOTE: PROVIDE 1/2" PRE-MOULDED EXPANSION JOINT WHERE WALK

TOOL EDGES

JT. MAT'L.

1/2" EXP.

(LOCATE AT 20'-0" MAX.)(LOCATE AT 5'-0" MAX.)

6" x 6" - W2.0 x W2.0 W.W.F.

JOINT

TOOLED

M

IN

1/4" (MAX.)

X X X XXXXX

C O N C R E T E W A L K D E T A I L S

EXPANSION JOINTCONTRACTION JOINT

CAPILLARY WATER BARRIER

TACK COAT

6x6 w2.9xw2.9 WWF

P A V T. R E S T O R A T I O N D E T A I L

ASPHALT CEMENT

SEAL WITH

CEMENT CONCRETE 3000 PSIWEARING COURSE (MIN.)

EARLY STRENGTH PORTLAND2" BITUMINOUS

(TYP)

1'-0"

T Y P I C A L P A V E M E N T S E C T I O N

6" SUBBASE

8" AGGREGATE BASE COURSE

2" BITUMINOUS SURFACE COURSE

COMPACTED BACKFILL

COMPACTED TO 95% OF

THE DENSITY OF THE

ADJACENT UNDISTURBED

SOILS.

EXIST. PAVEMENT

FOIL BACKED UTILITY

MARKER TAPE

LJC

LJC

GPP

11-15-94

AS NOTED

C-8

CONSTRUCTION DETAILS

B R I C K P A V E R D E T A I L

COMPACTED SUBGRADE

4" GRAVEL BASE

1 1/2" SETTING BED

EDGE RESTRAINT

PAVER

SAND FILLED JOINTS

NOT TO SCALENOT TO SCALE

NOT TO SCALE

NOT TO SCALENOT TO SCALE

EX

PA

NS

ION

J

OIN

T

SP

AC

ING

0"

MA

X.

1/2" PREMOLDED EXP. JOINT FILLER

FOR EXPANSION JOINT ONLY

UNDISTURBED EARTH

COMPACTED FILL

CAPILLARY WATER BARRIER

3000 PSI CONCRETE

17 95

7673-8267

ARCHITECTS AND ENGINEERS

BURKAVAGE DESIGN ASSOCIATES

RECORD DRAWING

FOR THE ACCURACY OF THIS RECORD

ACCURACY, AND THUS IS NOT RESPONSIBLE

DESIGN ASSOCIATES, INC. CANNOT ASSURE ITS

BELIEVED TO BE RELIABLE, BURKAVAGE

BY OTHERS. WHILE THIS INFORMATION IS

IN PART, BASED UPON INFORMATION FURNISHED

BEFORE APPLYING IT FOR ANY PURPOSE.

INDEPENDENT VERIFICATION OF ITS ACCURACY

RECORD DOCUMENT ARE ADVISED TO OBTAIN

IT AS A RESULT. THOSE RELYING ON THIS

WHICH MAY HAVE BEEN INCORPORATED INTO

DRAWING OR FOR ANY ERRORS OR OMISSIONS

THIS RECORD DRAWING HAS BEEN PREPARED

DATE: 12-15-97

BURKAVAGE DESIGN ASSOCIATES

ABINGTON EXECUTIVE PARK

CLARKS SUMMIT, PENNSYLVANIA

US Army Corps of Engineers

Revision Description Date Approved

Designed By:

Drawn By:

Submitted By:

Reviewed By:

Concurred By:

Approval Recommended:

Approved By:

Date:

Scale:

Sheet_ _of_

Sheet reference number:

Checked By:

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

NEW YORK, NEW YORK

ARCHITECT ENGINEER

SECTION CHIEF

CHIEF, DESIGN BRANCH

CHIEF, ENGINEERING DIVISION

COLONEL, C.E., DISTRICT ENGINEER

FILE NO.

M c G U I R E A F B, N. J.

SQUADRON OPERATIONS/AMU FACILITY

E X I S T I N G M A N H O L E

C O N N E C T I O N D E T A I L

O R C A T C H B A S I N

NON-METALLIC GROUT

NON-SHRINK AND

NEW PIPE CONNECTION

P.V.C. WATER STOP

OR SPALLING

TO PREVENT CRACKING

CUT REQUIRED OPENING

EXISTING MANHOLE WALL

1"MIN. ANNULAR GROUT SPACE

LIFTS AS SPECIFIED

COMPACTED IN 6"

BACKFILL MATERIAL

COARSE AGGREGATE

PIPE BEDDING & BACKFILL REQUIREMENTS DETAIL

VARIES 8"8"

M

IN

PAVEMENT OR

EDGE OF TRENCH

PIPE SIZE VARIES BEDDING MATERIAL

DIRECTED BY THE ENGINEER

1'-0" MIN. UNLESS OTHERWISE

NOT TO SCALE

NOT TO SCALE

COMPACTED)

WITH 2000 PSF BEARING CAPACITY (UNDISTURBED OR

ALL BEARING SURFACES SHALL BE CARRIED TO EARTH

NOTE:

D 21" 29" 36"14"

12" 10" C

PLUGSTEES

A B 10" 12" 13" 16" 16" 20"

P S F

TYPE SIZE

6" 8" 10" 13"10"

10"8" 8"6"

BA

1/16 BEND

14" 17" 13"12" 10"9"

A B

1/8 BEND

17" 13" 10" B

1/4 BEND

A

26" 22" 16"

T H R U S T B L O C K D E T A I L

S E C T I O N "X" - "X"

B B

45°

18" MIN.

P L A N

B E N D S

A A

"X"

"X"

6" MIN.

T E E S "X"

"X"

AA

6" MIN.

NOT TO SCALE

(M

IN

IM

U M

B U R Y

WATER MAIN

V A L V E B O X D E T A I L

GATE VALVE

NON-RISING STEM

UTILITY OPERATOR WRENCH

OPERATING NUT TO SUIT

ADJUSTABLE VALVE BOX

"WATER" CAST IN TOP

OR GRADE

FINISHED PAVING

NOT TO SCALE

MATERIALS USED.

SHALL BE SUITABLE FOR PIPE

NOTE : FITTINGS FOR CLEANOUT

N.T.S.

C L E A N O U T T O G R A D E D E T A I L

AS REQUIRED

WYE BRANCH FOR CONNECTION

1/8 BEND

ENCASEMENT

4" MIN. CONCRETE

LEAD SEAL PLUG

CLEANOUT FERRULE W/

FIN. GRADE OR PAVE.

24" SQUARE x 8" THK. CONCRETE PAD

CLEANOUT ACCESS FRAME & COVER W/ ANCHOR LUGS

CONSTRUCTION DETAILS

LJC

LJC

GPP

8" NON PERFORATED

PLASTIC PIPE ROOF

DRAIN

R O O F D R A I N A G E S Y S T E M

BUILDING

SLAB

FOUNDATION

WALL

11-15-94

NONE

C-9

No. 57

AGGREGATE

AS REQUIRED FOR PIPE SIZE

PROVIDE REDUCING WYE'S

8"x6" REDUCER6" PVC

8"x6" REDUCER

SEE PLAN FOR PIPE SIZE

BUILDING WALL

45° "Y"

FRONT VIEW ALTERNATE

DOWNSPOUT

FINISHED GRADE

45° ELBOW

GROUT

6" PVC

T Y P I C A L D O W N S P O U T C O N N E C T I O N

SIDE VIEW

FINISHED GRADE 2

BUILDING WALL

ELBOW

45° "Y"

45° ELBOW

DOWNSPOUT ADAPTER

DOWNSPOUT

F I R E H Y D R A N T D E T A I L

FOR BLOCKS

UNDISTURBED EARTH BACKUP

THRUST BLOCK (SEE DETAIL)

FOR HYDRANT DRAIN

COMPACTED (7 CUBIC FEET)

DRAIN POCKET THOROUGHLY

GRAVEL OR CRUSHED STONE.

KEEP HYDRANT DRAIN OPEN

CLASS 3 GEOTEXTILE COVER

M

IN

B U R Y

GRADE LINE

HYDRANT CONNECTIONS

PROVIDE CAPS & CHAINS ON

(2) 2 1/2" HOSE CONNECTIONS

AS NOTED

FROM EDGE OF CURB EXCEPT

3'-0" MIN. & 7'-0" MAX.

4 1/2" STEAMER CONNECTION

(SEE DETAIL)

ADJUSTED ROADWAY VALVE BOX

DOUBLE DISC GATE VALVE WITH

PROVIDE 6" NON-RISING STEM

1' RADIUS(TYP)

PAVEMENT TO BE FLUSH

WITH TOP OF PAD

18 95

7673-8268

ROUGH GRADE

FOR TOPSOIL

ARCHITECTS AND ENGINEERS

BURKAVAGE DESIGN ASSOCIATES

RECORD DRAWING

FOR THE ACCURACY OF THIS RECORD

ACCURACY, AND THUS IS NOT RESPONSIBLE

DESIGN ASSOCIATES, INC. CANNOT ASSURE ITS

BELIEVED TO BE RELIABLE, BURKAVAGE

BY OTHERS. WHILE THIS INFORMATION IS

IN PART, BASED UPON INFORMATION FURNISHED

BEFORE APPLYING IT FOR ANY PURPOSE.

INDEPENDENT VERIFICATION OF ITS ACCURACY

RECORD DOCUMENT ARE ADVISED TO OBTAIN

IT AS A RESULT. THOSE RELYING ON THIS

WHICH MAY HAVE BEEN INCORPORATED INTO

DRAWING OR FOR ANY ERRORS OR OMISSIONS

1 2 3 4 5 6 7 8

A

B

C

D

UP

U P

VESTIBULE

CORR.

LOBBY

DEPUTY 514 OPS

GROUPS COMM.

SECRETARY/

WAITING

CLASSROOM

T.O.

LIBRARY

CORR.

CLASSROOM

UNIT LEVEL

TRAINING CENTER

MAINT.

ADMIN.

CORR.

MAINT. OFFICER

& SUPER

CLO.

CLO.

CORR.

SUPPORT

NCOIC

MAINT. TRAINING

NCOIC

MAINT.

OIC/NCOIC

MAINT. OFFICER

& SUPER

CLO.

MAINT. OFFICE

(A&B FLIGHT)

CORR.

RESOURCE

ADVISOR

CONFERENCE

124 CONFERENCE

STAIR

CLO.

CLO.

CLASSROOM

SUPPORT

NCOIC

MAINT.

OIC/NCOIC

MAINT. OFFICE

(A & B FLIGHT)

CORR.

MAINT. TRAIN.

NCOIC

MAINT.

ADMIN.

CLO.

COPY RM

ORDERLY ROOM

CLO.

RESOURCE

ADVISOR

READY ROOM

VESTIBULE

MENS

LATRINE

MENS

SHOWER

MENS LOCKERS

WOMENS

SHOWERS

WOMENS

LOCKERS

WOMENS

LATRINE

CORR.

JAN. CLO.

MECH. ROOM

ELEC. RM

STAIR

PHYSICAL

FITNESS

LOUNGE

MAIN BRIEFING RM

CORR.

WOMEN

MEN

CLASSROOM

CORR.

PROJECTION

ROOM

COMPUTER/LAN

STORAGE

TELE.

RM

ELEV.

MECH.

VEST.

VEST.

16'-7" 24'-0" 12'-0" 9'-0" 9'-0" 16'-11" 8'-3" 13'-4"5" 5" 5" 5" 5"

4~8"

5"

1'-3"

UP

12'-1" 16'-6" 24'-4" 20'-11" 14'-2" 8'-0" 6'-2" 18'-4" 20'-11" 1'-5"

5'-0" 16'-4"11'-7"30'-6"20'-4"

5"5"5"5"5"5"5"5"5"

5"5"5" 5"5"14'-5"14'-6" 5"5"5'-0" 5"

2'-6"13'-7" 5" 5"

13'-6" 5"5'-0"12'-1" 5"5"

1'-5"

1'-5"

'-8

'-0

5" 5"

'-1

5'-

0" 5"

5"

'-5

5" 5'-

0" 5"

'-4

5"

1'- 3"

5'-0" 5'-7" 5'-11" 9'-11" 5" 5"5"

2'- 5"

5'- 2"

5"

24'-6"5'-0" 1'-0" 5"

5'- 0"

5" 5"

'-2

5'-

0" 8'-

5'- 4"

5" 5"

'-6

5"

'-2

5'-

0" 5"

5"

1'- 5"

6"

4'- 0"

5"

5'- 0"

6"

'-3

'-2

5'- 0"

5"

'-5

5"

'-8

5"

7'- 8"

2'- 3"

6'- 0"

2'- 3"

'-8

'-6

'-0

'-3

1'-

1'-

'-4

6'-0"

30'-3" 30'-0" 22'-6" 22'-0" 22'-6" 30'-0" 30'-3"1'-11" 1'-11"

191'-4"

4'-4"

3"

'-7

9'-

7" 5"

7'- 8"

'-1

0"

'-2

5" 1'-

0" 1'-

0"

'-1

5"

5'-0" 8'-8"10" 8" 10"1'-0"

5'- 0"

7'- 0"

'-1

7'-4"

6'- 0"

3 5/8" MTL STUDS @ 16" O.C. w/ 5/8" GYP. WALL'BD EACH SIDE

TERMINATE 6" ABOVE CEILING EXCEPT WHERE NOTED OTHERWISE

EACH SIDE. TO UNDERSIDE OF DECK (1-HR)

3 5/8" MTL STUDS @ 16" O.C. w/ 5/8" FIRERATED GYP. WALL'BD

ONE SIDE TO UNDERSIDE OF DECK

8" C.M.U. w/ 1~0" MTL FURRING & ~0" GYP. WALL'BD

3 5/8" MTL STUDS @ 16" O.C. w/ 5/8" GYP. WALL'BD

EACH SIDE. & BATT SOUND INSULATION TO UNDERSIDE OF DECK

EACH SIDE. (1-HR) & BATT SOUND INSULATION TO UNDERSIDE OF DECK

3 5/8" MTL STUDS @ 16" O.C. w/ 5/8" FIRERATED GYP. WALL'BD

W A L L L E G E N DF I R S T F L O O R P L A N

1/8" = 1' - 0"

FIRST FLOOR PLAN

D.J.F.

D.B.T.

D.W.S.

11-15-94

AS NOTED

C.3 C.3

'-1

1"

'-4

2'-3

3"

2'-3

8'-0"

8'-0" 5'-3" 7'-0" 7'-0" 7'-0" 8'-9"

1'-0"24'-6" 5'-0" 3'-1" 5" 10'-0" 11'-0"

5"

4'-0' 7'-0" 17'-3" 7'-0" 4'-0"

7'- 0"

15'-2"

5'-

5'- 3"

4'- 6"

8'- 6"

6'-0"

35'-7" 3'-6" 3'-4"8" 8"

3'-0"

3'- 0"

5'-0"5'- 0"

16'-0"6'-0" CONC. PADS

SEE CIVIL DWGS

15'-3"

8'- 0"

6'- 0" 4'-6" 4'-6"

'-9

A-1

16'8'4'0

SCALE: 1/8" = 1'

5"

2'- 8"

2'-8"

A-1 A-11

A-1 A-11

A-1, A-2 A-11

A-1 A-11

A-1 A-11

A-1 A-11

A-1 A-11

A-1, A-2 A-6

A-1, A-2 A-6

A-1, A-2 A-6

A-1, A-2 A-6

6'-10"3'- 8"

4'-0" 4'-0"

7'- 0" 4~8"

4'-0"

5'- 9"

4'- 7"

4'- 7"

'-7

ALUM. LOUVERALUM. LOUVER

5" NO

M.

NO

M.

5" 1'-

0" NO

M.

NO

M.

5" NO

M.

NO

M.

5"

8" C.M.U. w/ 1~0" MTL FURRING & ~0" GYP. WALL'BD

EACH SIDE TO UNDERSIDE OF DECK

2'-6"

5'-0"

2'-11~8"

3'- 6"

3'- 6"

4'-8"

VENDING MACHINES

(N.I.C.)

5'-0"

E.W.C.

5'- 0"

8'- 4~ w"

CHIEF, DESIGN BRANCH

SECTION CHIEF

ARCHITECT ENGINEER

Checked By:

Concurred By:

Reviewed By:

Submitted By:

Drawn By:

Designed By:

CLARKS SUMMIT, PENNSYLVANIA

ABINGTON EXECUTIVE PARK

BURKAVAGE DESIGN ASSOCIATES

Revision Approved

U.S. ARMY ENGINEER DISTRICT

COLONEL, C.E., DISTRICT ENGINEER

FILE NO.

Sheet_ _of_

CHIEF, ENGINEERING DIVISION

Approval Recommended:

M c G U I R E A F B, N. J.

Approved By:

of Engineers

US Army Corps

Description number:

reference Sheet

Scale:

Date:

AMU FACILITY (AFR)

KC-10 SQUADRON OPERATIONS /

NEW YORK, NEW YORK

CORPS OF ENGINEERS

Date

'-2

3'- 8"

3'-0"

5'-0"

A-1 A-17A-2

A-1A-10

A-1 A-12A-2

A-1 A-18

A-1A-10

SEE DETAILS

1&2/A-17

A-17A-1

A-1 A-17

A-1 A-10A-2

A-1 A-17A-2

A-17A-1

SEE DWG A-16

FOOR LOBBY

BLOW-UP

A-1 A-10A-2

A-2

A-1 A-10 SIM.

A-1 A-18

A-18A-1

SEE SECT. 2/A-1/A-10

5'- 0"

2'- 5"

'-2

'-6

4'- 8"

3'- 6"

5'- 3"

3'- 6"

5'- 1"

3'- 6"

4'- 6"

KEY BOX STATION MOUNTED @

6'-0" A.F.F. w/~5" EXP.

BOLT & SHIELD. (KNOX-BOX

SERIES 1600)

2'- 3"

20"

23 95

7673-8273

AL

UM

. L

OU

VE

R

(240)

9"

10"

7" 7"

1'- 1"

CABINET

HEATER

CABNET HEATER

CABNIET

HEATER

(27)

'-0

A-1 A-18

A-1 A-11

SIM.

2 MODIFY PERIMETER WALL TO SHOW NEW PRECAST COLUMNS &

SPANDREL GLASS w/CMU BACKUP. NEW COL'S. @ REAR ENTRY CANOPY

7-14-95 DJF

'-8

2'-

8"

'-7

'-9

2'-

8" 2'-

8"

19'-8"19'-8"27'-9"27'-9" 2'-8" 2'-8" 2'-8" 2'-8" 19'-8" 2'-8" 27'-9" 2'-8" 27'-9" 2'-8"

27'-9"2'-8" 27'-9" 19'-8" 19'-8" 27'-9" 27'-9"2'-8" 2'-8" 2'-8" 2'-8" 2'-8" 2'-8" 2'-8" 7'-10" 7'-8" 7'-8" 8'-0" 1'-4"1'-4" 1'-4" 1'-4"

1'-4"

'-9

'-9

1'-4

1'-4

1'-4

4'- 0"

8'- 6"

6'-8" 6'-0" 7'-8"

1'-4" 1'-4" 1'-4"

'-7

1'-5

'-9

2'- 8"

1'-5

1'-5

1'-11" 9" 1'-9" 11"

2"

2"

1'-4" 1'-4" 1'-4" 1'-4" 11" 1'-9"

1'-6" 1'-2" 1'-2" 1'-6"

11" 1'-9"1'-4" 1'-4" 1'-6" 1'-2" 1'-6"1'-2"

1'-11" 9" 1'-9" 11" 1'-4" 1'-4"

19'-8"

1'-8" 1'-8"

1 REVISED SKETCH SK-1 8-14-95 A/E, COE

3 P0017/R0032 - INT. CHANGES MODIFICATION 5-2-97 COE

4 R0024 - DUMPSTER ENCLOSURE MOD. 3-10-97 COE

SK-1

8'-0"

P00002 - REVISED DRAWING

1 2 3 4 5 6 7 8

A

B

C

D

ENGINEER ARTS/

ENGINEERS

CCTS

CHIEF

ENGINEER

BOOM ARTS/

OPERATORS

CHIEF

BOOM

OPERATIONS

OFFICER

COMMANDER

SECRETARY/

WAITING

LEARNING CENTER

CORR.

CORR.

CAREER

ADVISOR

STAIR

126 CORR.

TELE.

226FIRST

SERGEANT

JAN. CLO.

CONFERENCE

COPY

ROOM

VEST.

MENS

SHOWER

STOR.

MENS LATRINE

PILOTS

LOBBY

BRIEFING

AREA

ORDERLY

ROOM

ORDERLY

OFFICE

CHIEF

PILOTS

PILOT ARTS

FLIGHT

PLANNING

CHIEF

ENGINEER

ENGINEER ARTS/

ENGINEERS

SECRETARY/

WAITING

CORR.

BREAK

ROOM

FLIGHT

PUBS

CAREER

ADVISOR

VEST.

WOMENS

LOCKERS

234WOMENS

SHOWER

MENS LOCKERS

WOMENS

LATRINE

FIRST

SERGEANT

PILOTS

253 COPY

ROOM

CORR.

BOOM ARTS/

OPERATORS

STAIR

151CORR.

CONFERENCE

CHIEF

BOOM

OPERATIONS

OFFICER

ORDERLY

ROOM

PILOT

ARTS

CHIEF

PILOT

ORDERLY

OFFICE

COMMANDER

205a

204a

249 1

254a

253a

DN

191'-4"

1'-11"1'-11" 30'-3"30'-0"22'-6"22'-0"22'-6"30'-0"30'-3"

'-4

1'-

1'-

'-3

'-0

'-3

'-6

'-8

2'- 3"

6'- 0"

2'- 3"

2'- 3"

6'- 0"

2'- 3"

18'-4" 12'-0'5" 16'-0"5" 10'-0"5" 23'-10"5" 5"23'-10" 5"10'-0" 5"16'-0" 5"12'-0" 18'-4"23'-8"5" 5"1'-5" 1'-5"

11'-0"

'-1

'-6

5"

5'-0" 10'-7"5" 10'-7" 5" 5'-0"

'-1

'-8

5"

'-8

5"

'-1

'-6

11'-0"

5"

'-1

37'-1"1'-5" 5'-0" 10'-0"5" 5" 24'-9"5" 5'-0" 5'-0"5" 12'-10" 11'-6"5"5" 10'-0"5" 5'-0"5" 37'-1"5"

4'-3"4'-0"

DN

24'-8" 1'-0" 1'-0" 24'-8"

11'-0" 5"5" 27'-4" 5" 8'-2"2'-5" 5" 5"5"

8'-

'-7

'-1

1" 5"

'-7

'-0

5"

'-2

5" 1'-

5" 1'-

5"

'-1

'-1

5'- 0"

5"

'-9

6"

'-6

5" 5"

5'- 0"

'-8

5"

2'- 6"

'-1

CLO.

204a

CLO.

205a 1'-8

5"

5" 5"

1'- 5"

1'- 5"

1'- 5"

5" 5"

5" 1'-8

'-1

2'- 6"

5"

'-8

5'- 0"

5" 5"

'-6

6"

'-9

5"

5'- 0"

'-1

'-1

5"

CLO.

254a

CLO.

253a

1'- 5"

5"

'-2

5"

'-0

'-7

5"

'-1

1"

'-7

8'-

5"

'-1

'-8

5"

5'-0" 7'-5"

'-1

1"

SECOND FLOOR PLAN

D.J.F.

D.B.T.

D.W.S.

11-15-94

AS NOTED

C.3 C.3

5"

W A L L L E G E N D

3 5/8" MTL STUDS @ 16" O.C. w/ 5/8" FIRERATED GYP. WALL'BD

EACH SIDE. & BATT SOUND INSULATION TO UNDERSIDE OF DECK (1-HR)

EACH SIDE. & BATT SOUND INSULATION TO UNDERSIDE OF DECK

3 5/8" MTL STUDS @ 16" O.C. w/ 5/8" GYP. WALL'BD

ONE SIDE TO UNDERSIDE OF DECK

8" C.M.U. w/ 1~0" MTL FURRING & ~0" GYP. WALL'BD

3 5/8" MTL STUDS @ 16" O.C. w/ 5/8" FIRERATED GYP. WALL'BD

EACH SIDE. TO UNDERSIDE OF DECK (1-HR)

TERMINATE 6" ABOVE CEILING EXCEPT WHERE NOTED OTHERWISE

3 5/8" MTL STUDS @ 16" O.C. w/ 5/8" GYP. WALL'BD EACH SIDE

A-2 A-11

A-6

A-6

A-6

A-6

S E C O N D F L O O R P L A N 1/8" = 1' - 0"

A-1, A-2 A-1, A-2

A-1, A-2

A-1, A-2

A-11A-1, A-2

A-11A-1, A-2

A-1, A-2 A-11

SIM.

A-2

16'8'4'0

SCALE: 1/8" = 1'

5"

19'-4"5"

5"

35'-1"

1'- 5"

1'- 5"

1'-5"

5"

1'- 5"

CHIEF, DESIGN BRANCH

SECTION CHIEF

ARCHITECT ENGINEER

Checked By:

Concurred By:

Reviewed By:

Submitted By:

Drawn By:

Designed By:

CLARKS SUMMIT, PENNSYLVANIA

ABINGTON EXECUTIVE PARK

BURKAVAGE DESIGN ASSOCIATES

Revision Approved

U.S. ARMY ENGINEER DISTRICT

COLONEL, C.E., DISTRICT ENGINEER

FILE NO.

Sheet_ _of_

CHIEF, ENGINEERING DIVISION

Approval Recommended:

M c G U I R E A F B, N. J.

Approved By:

of Engineers

US Army Corps

Description number:

reference Sheet

Scale:

Date:

AMU FACILITY (AFR)

KC-10 SQUADRON OPERATIONS /

NEW YORK, NEW YORK

CORPS OF ENGINEERS

Date

7'-5 1/4" 3'-6" 5'-4~4" 3'-6" 5'-5~4" 3'-6" 5'-5~4" 3'-6" 5'-5~4" 3'-6" 5'-5~4" 3'-6" 7'-5~8"1'-9" 1'-9"

5'- 0"

WOOD LOCKERSWOOD LOCKERS

5'- 0"

1'- 0"

1'- 0"

5'-0" 1'-0" 1'-0" 5'-0"

7'- 7"

7'- 7"

5'- 0"

8"

5'- 0"

1'- 0"

1'- 0"

5'- 0"

5'- 0"

8"

EACH SIDE TO UNDERSIDE OF DECK

8" C.M.U. w/ 1~0" MTL FURRING & ~0" GYP. WALL'BD

5"

NO

M.

NO

M.5" 1'-

0"

NO

M.

NO

M.10

5"

NO

M.

3'-1" 5'-0"9" 9" 1'-0"

9" 9"5'-0" 3'-1" 1'-0"

E.W.C.

3'-0"

NO

M.5"

A-17

A-2

A-2

A-17

A-17A-2

A-17

A-2

A-1 A-12 A-2

(185)

A-2 A-17 A-2

A-1 A-17

A-2

A-1 A-10

'-3

SEE SECT.

1/A-2/A-10

SEE SECT.

9/A-1/A-2/A-10

D N

SEE DWG A-16

FOR LOBBY BLOW-UP

SEE SECT.

1&2A-1/A-2/A-17

24 95

7673-8274

2 MODIFY PERIMETER WALL TO SHOW NEW PRECAST COLUMNS &

SPANDREL GLASS w/CMU BACKUP

7-14-95 D.J.F.

27'-9" 27'-9" 19'-8" 19'-8" 19'-8" 27'-9" 27'-9"2'-8" 2'-8" 2'-8" 2'-8" 2'-8" 2'-8" 2'-8" 2'-8"

27'-9" 27'-9" 19'-8" 19'-8" 19'-8" 27'-9" 27'-9"2'-8" 2'-8" 2'-8" 2'-8" 2'-8" 2'-8" 2'-8" 2'-8"

'-8

2'-

8" 1'

-5

1' -5

'-7

'-9

2'-

8" 2'-

8"

'-2

'-8

'-7

'-9

2'-

8" 1'-

5" 1'-

5" 2'-

8" 2'-

8"

2"

2"

2"

2"

1'-11" 9"

A-2 A-11

2 2

1 P0017/R0032 - INT. CHANGES MODIFICATION 5-2-97 COE

P00002-REVISED DRAWING

ARCHITECTS AND ENGINEERS

BURKAVAGE DESIGN ASSOCIATES

RECORD DRAWING

FOR THE ACCURACY OF THIS RECORD

ACCURACY, AND THUS IS NOT RESPONSIBLE

DESIGN ASSOCIATES, INC. CANNOT ASSURE ITS

BELIEVED TO BE RELIABLE, BURKAVAGE

BY OTHERS. WHILE THIS INFORMATION IS

IN PART, BASED UPON INFORMATION FURNISHED

BEFORE APPLYING IT FOR ANY PURPOSE.

INDEPENDENT VERIFICATION OF ITS ACCURACY

RECORD DOCUMENT ARE ADVISED TO OBTAIN

IT AS A RESULT. THOSE RELYING ON THIS

WHICH MAY HAVE BEEN INCORPORATED INTO

DRAWING OR FOR ANY ERRORS OR OMISSIONS

ELEVATIONS

A-4

D.J.F.

D.B.T.

D.W.S.

11-15-94

AS NOTED

CHIEF, DESIGN BRANCH

SECTION CHIEF

ARCHITECT ENGINEER

Checked By:

Concurred By:

Reviewed By:

Submitted By:

Drawn By:

Designed By:

CLARKS SUMMIT, PENNSYLVANIA

ABINGTON EXECUTIVE PARK

BURKAVAGE DESIGN ASSOCIATES

Revision Approved

U.S. ARMY ENGINEER DISTRICT

COLONEL, C.E., DISTRICT ENGINEER

FILE NO.

Sheet_ _of_

CHIEF, ENGINEERING DIVISION

Approval Recommended:

M c G U I R E A F B, N. J.

Approved By:

of Engineers

US Army Corps

Description number:

reference Sheet

Scale:

Date:

AMU FACILITY (AFR)

KC-10 SQUADRON OPERATIONS /

NEW YORK, NEW YORK

CORPS OF ENGINEERS

Date

26 95

7673-8276

N O R T H E L E V A T I O N

'-0

EL. 117.00'

1/8" = 1' - 0"

EL. 131.00'

2ND FL.

1ST FL.

9' -0

1 8 2 9

8 6 345 2 1

ALUM. FRAME

SKYLIGHT w/ANODIZED CAP

VENTED RIDGE

STANDING SEAM MTL ROOF

DARK BRONZE

ALUM. GUTTER

DARK BRONZE

WHEAT CHIEF (TYP.)

6"x4" ALUM. DOWNSPOUTS

C.J.

BRICK SOLDIER COURSE

BOREN PAMLICO NO. 11-55-1

FACE BRICK-COLOR SHALL BE

SHALL BE BUFF LIMESTONE

CAST STONE PANELS COLOR

ALUM. SASH w/1" INSUL.

GLASS (TYP.)

ALUM. SASH w/SPANDRELITE

GLASS (TYP.)

THE CONTRACTOR SHALL FURNISH & INSTALL 1(ONE)

SET OF QUALITY CAST ALUMINUM LETTERS AS SHOWN

ON DRAWING. LETTER HEIGHT TO 15" IN HELVETICA

MED. LETTERSTYLE, 1" DEEP. MOUNTING METHOD TO

BE MASONRY, PROJECTED 0" FROM SURFACE. LETTER

FACE & SIDES SHALL BE HAND CHASED, ETCHED &

DEGREASED, MECHANICALLY SANDED TO A GRAINED

TEXTURE BEFORE RECEIVING FINAL FINISH OF BAKED

ENAMEL. COLORS TO BE SELECTED. MANUFACTURER

SHALL INCLUDE FULL-SIZE MOUNTING TEMPLATE AND

HARDWARE FOR MASONRY INSTALLATION.

6"x4" ALUM. DOWNSPOUTS

WHEAT CHIEF (TYP.)

A-4

A-3A-3

A-4 A-8

A-4 A-7

FACE BRICK. COLOR SHALL BE

W E S T E L E V A T I O N

B

ALUM. FRAME

SKYLIGHT w/ ANODIZED

1/8" = 1' - 0"

WHEAT CHIEF (TYP.)

6"x4" ALUM. DOWNSPOUTS

'-0

1st FLOOR

ELEV. 117.0'

9' -0

ELEV. 131.0'

2nd FLOOR

C.J.

A

GLASS DARK BRONZE

ALUM. WINDOWS W/ 1" INSUL.

A-12

INSUL. GLASS

C.J.

A-4

LIGHT

C.3C

6"x4" ALUM. DOWNSPOUTS

WHEAT CHIEF (TYP.)

CAST STONE SILL

CAST STONE SILL

D

STANDING SEAM METAL ROOF

DARK BRONZE

ALUM. GUTTER DARK BRONZE

BRICK SOLDIER COURSE

BOREN PAMLICO NO. 11-55-1

D.J.F.

2 SHOW NEW PRECAST COLUMNS. D.J.F.7-14-95

TRANSOM

CAST STONE

PANELS

A-4 A-7

ARCHITECTS AND ENGINEERS

BURKAVAGE DESIGN ASSOCIATES

RECORD DRAWING

FOR THE ACCURACY OF THIS RECORD

ACCURACY, AND THUS IS NOT RESPONSIBLE

DESIGN ASSOCIATES, INC. CANNOT ASSURE ITS

BELIEVED TO BE RELIABLE, BURKAVAGE

BY OTHERS. WHILE THIS INFORMATION IS

IN PART, BASED UPON INFORMATION FURNISHED

BEFORE APPLYING IT FOR ANY PURPOSE.

INDEPENDENT VERIFICATION OF ITS ACCURACY

RECORD DOCUMENT ARE ADVISED TO OBTAIN

IT AS A RESULT. THOSE RELYING ON THIS

WHICH MAY HAVE BEEN INCORPORATED INTO

DRAWING OR FOR ANY ERRORS OR OMISSIONS

THIS RECORD DRAWING HAS BEEN PREPARED

P00002-REVISED DRAWING

ELEVATIONS

A-5

D.J.F.

D.B.T.

D.W.S.

11-15-94

AS NOTED

CHIEF, DESIGN BRANCH

SECTION CHIEF

ARCHITECT ENGINEER

Checked By:

Concurred By:

Reviewed By:

Submitted By:

Drawn By:

Designed By:

CLARKS SUMMIT, PENNSYLVANIA

ABINGTON EXECUTIVE PARK

BURKAVAGE DESIGN ASSOCIATES

Revision Approved

U.S. ARMY ENGINEER DISTRICT

COLONEL, C.E., DISTRICT ENGINEER

FILE NO.

Sheet_ _of_

CHIEF, ENGINEERING DIVISION

Approval Recommended:

M c G U I R E A F B, N. J.

Approved By:

of Engineers

US Army Corps

Description number:

reference Sheet

Scale:

Date:

AMU FACILITY (AFR)

KC-10 SQUADRON OPERATIONS /

NEW YORK, NEW YORK

CORPS OF ENGINEERS

Date

27 95

7673-8277

S O U T H E L E V A T I O N

9' -0

1ST FL.

2ND FL.

EL. 131.00'

EL. 117.00'

'-0

1/8" = 1' - 0"

3 654 7 8

E A S T E L E V A T I O N

'-0

EL. 117.00'

EL. 131.00'

2ND FL.

1ST FL.

9' -0

1/8" = 1' - 0"

CD C.3 B

A

2'-6"x12'-0"

LOUVER

D.J.F.

2'-6"x12'-0"

LOUVER

C.J.

(TYP.)

C.J.

(TYP.)

6"x4" ALUM.

DOWNSPOUTS

WHEAT CHIEF (TYP.)

KEY BOX

6"x4" ALUM.

DOWNSPOUTS

WHEAT CHIEF (TYP.)

ALUM. LOUVER

DARK BRONZE

C.J.

(TYP.)

C.J.

(TYP.)

STANDING SEAM METAL ROOF

DARK BRONZE

ALUM. GUTTER

DARK BRONZE

CAST STONE SILL

FACE BRICK. COLOR SHALL

BE PAMLICO NO.11-55-1

BRICK SOLDIER COURSE

BRICK SOLDIER COURSE

A-5 A-9 7

A-5 A-10

A-5 A-9

'-8

9' -8

(2) 19"x19"

ALUM. LOUVERS

SEE SECT. 8/A-5

& A-10

INSUL. GLASS

C.J.

C.J. C.J.

C.J.C.J.6"x4" ALUM.

DOWNSPOUT

C.J.

6"x4" ALUM. D.S.

WHEAT CHIEF (TYP.)

ALUM. LOUVER

SKYLIGHT

STANDING SEAM METAL ROOF

DARK BRONZE

ALUM. GUTTER

DARK BRONZE

CAST STONE SILL

BRICK SOLDIER COURSE

FACE BRICK. COLOR SHALL

BE PAMLICO NO.11-55-1

2 D.J.F.7-14-95

PIERCED BRICK WALL

SOLDIER CRS.CAST STONE

PANELS

2 2

PIERCED BRICK WALL

CAST STONE

PANEL

SHOW NEW PRECAST COLUMNS, ADD COLUMNS @ REAR CANOPY

A-5 A-9

P00002-REVISED DRAWING

ARCHITECTS AND ENGINEERS

BURKAVAGE DESIGN ASSOCIATES

RECORD DRAWING

FOR THE ACCURACY OF THIS RECORD

ACCURACY, AND THUS IS NOT RESPONSIBLE

DESIGN ASSOCIATES, INC. CANNOT ASSURE ITS

BELIEVED TO BE RELIABLE, BURKAVAGE

BY OTHERS. WHILE THIS INFORMATION IS

IN PART, BASED UPON INFORMATION FURNISHED

BEFORE APPLYING IT FOR ANY PURPOSE.

INDEPENDENT VERIFICATION OF ITS ACCURACY

RECORD DOCUMENT ARE ADVISED TO OBTAIN

IT AS A RESULT. THOSE RELYING ON THIS

WHICH MAY HAVE BEEN INCORPORATED INTO

DRAWING OR FOR ANY ERRORS OR OMISSIONS

D.J.F.

A.M.H.

D.W.S.

11-15-94

AS NOTED

WALL SECTIONS & DETAILS

A-7

A-7 A-7 A-7A-7

A

D E T A I L 1 1/2" = 1' - 0"

SEALANT

4" SOLID CMU

2" RIGID INSUL.

8" CMU BOND BEAM

L 6"x6"x3/8" CONT

LINTEL L-1

5/8" GYP. WALL'BD

A-7 A-7

29 95

7673-8279

CHIEF, DESIGN BRANCH

SECTION CHIEF

ARCHITECT ENGINEER

Checked By:

Concurred By:

Reviewed By:

Submitted By:

Drawn By:

Designed By:

CLARKS SUMMIT, PENNSYLVANIA

ABINGTON EXECUTIVE PARK

BURKAVAGE DESIGN ASSOCIATES

Revision Approved

U.S. ARMY ENGINEER DISTRICT

COLONEL, C.E., DISTRICT ENGINEER

FILE NO.

Sheet_ _of_

CHIEF, ENGINEERING DIVISION

Approval Recommended:

M c G U I R E A F B, N. J.

Approved By:

of Engineers

US Army Corps

Description number:

reference Sheet

Scale:

Date:

AMU FACILITY (AFR)

KC-10 SQUADRON OPERATIONS /

NEW YORK, NEW YORK

CORPS OF ENGINEERS

Date

2'1'6"0

SCALE: 1" = 1'

2'1'6"0

SCALE: 1 1/2" = 1'

2' -6

6'

-0

4' -8

S E C T I O N

5' -0

4'

-4

CARPET

4" VINYL BASE

1" = 1' - 0"

2" RIGID INSUL.

CAULK

8" CMU BOND BEAM

4" CMU

ACOUSTICAL TILE CEILING

LINTEL L-1

5/8" GYP. WALL'BD

1 5/8" MTL STUDS @ 16" O.C.

8" CMU

2" RIGID INSULATION

~w

4' -7

/4

SURFACE NEUTRA TEXTURED 9-7-25T

COLOR SHALL BE NEVAMAR ARP

W/ PLASTIC LAMINATE

3/4" PARTICLE BOARD COVERED

(R-10)

1'-5"

5' -1

1~ 4"

8" CMU BOND BEAM

GYP. WALL'BD

L 6"x6x3/8" CONT.

3/4" PARTICLE BOARD COVERED

W/ PLASTIC LAMINATE

COLOR SHALL BE NEVAMAR ARP

CONC. SLAB

3' -0

~w

COLUMN ENCLOSURE

(BEYOND)

SURFACE NEUTRA TEXTURED 9-7-25T

L 6"x6x3/8" CONT.

ACOUSTICAL TILE CEILING

A

LINTEL L-1

4" CMU GROUT

'-0

5' -0

4'

-0

CONCRETE FOOTING

GROUT CMU BELOW GRADE

W/ 2 #5 BARS

8" CMU BOND BEAM

GROUT

WEEP HOLES @ 24" O.C.

FABRIC FLASHING

EVERY OTHER COURSE

ELEV. 117.00'

FIRST FLOOR

SEALANT

WEEP HOLES @ 24" O.C.

1"

SEALANT

BRICK SOLDIER COURSE

W/ 1" INSUL. GLASS

ALUM. WINDOW

METAL WALL REINF. @

FACE BRICK

CAST STONE SILL

4"

1"

'-4

SEALANT

WEEP HOLES @ 24" O.C.

FABRIC FLASH.

45°

4~0"

3~ 0"

7~ 0"

3~0"

SEALANT

1"

BRICK SOLDIER COURSE

FACE BRICK

CAST STONE SILL

2 #5 BARS

8" CMU BOND BEAM W/

FABRIC FLASH.

2' -8

4"

SECOND FLOOR

ELEV. 131.00'

GROUT

1"

1' -2

ELEV. 141.33'

TOP OF MAS.

BE DARK BRONZE

ALUM. FASCIA COLOR SHALL

FINISH. COLOR SHALL BE

ALUM. GUTTER COLOR SHALL

ALUM. WINDOW

W/ 1" INSUL. GLASS

1 1/2" MTL ROOF DECK

KYNAR 500 FINISH (DARK BRONZE)

STANDING SEAM MTL ROOF W/

1 5/8" 16 GA. MTL STUDS @ 2'-0" O.C.

3 5/8" 16 GA. MTL STUDS @ 2'-0" O.C.

PERFORATED ALUM. SOFFIT

TOP OF STEEL

ELEV. 142.5'

2x4 F.R. WD STUDS MOUNTED TO UNDERSIDE

OF JOISTS 2" RIGID & 6~8" BATT INSUL (R-31)

#15 FELT PAPER

DARK BRONZE

4'-0"

A-4 A-7

2 REPLACE CAST STONE W/SPANDREL GLASS DJF7-14-95

~5"x12" HORIZ. PLATE

W/ 1" INSUL. SPANDREL GLASS

ALUM. WINDOW

@16" O.C.

1 5/8" MTL STUDS

5/8" GYP. WALL'BD ON

L 6"x6"x3/8" CONT.

SEALANT

2" RIGID INSUL.

8" CMU BOND BEAM

1 1/2" = 1' - 0"

D E T A I L

A

A-7A-7

ARCHITECTS AND ENGINEERS

BURKAVAGE DESIGN ASSOCIATES

RECORD DRAWING

FOR THE ACCURACY OF THIS RECORD

ACCURACY, AND THUS IS NOT RESPONSIBLE

DESIGN ASSOCIATES, INC. CANNOT ASSURE ITS

BELIEVED TO BE RELIABLE, BURKAVAGE

BY OTHERS. WHILE THIS INFORMATION IS

IN PART, BASED UPON INFORMATION FURNISHED

BEFORE APPLYING IT FOR ANY PURPOSE.

INDEPENDENT VERIFICATION OF ITS ACCURACY

RECORD DOCUMENT ARE ADVISED TO OBTAIN

IT AS A RESULT. THOSE RELYING ON THIS

WHICH MAY HAVE BEEN INCORPORATED INTO

DRAWING OR FOR ANY ERRORS OR OMISSIONS

THIS RECORD DRAWING HAS BEEN PREPARED

DATE: 12-15-97

1 RFI#6 - CHANGE SIZE OF LINTEL PLATE 8-10-95 A/E, COE

P00002-REVISED DRAWING

'-0

9' -0

4' -8

ELEV. 117.00'

FIRST FLOOR

S E C T I O N 1" = 1' - 0"

4' -0

CARPET

4" VINYL BASE

1'-5"

1 5/8" MTL STUDS @ 16" O.C.

4" CMU

8" CMU

2" RIGID INSULATION

GROUT

(R-10)

5/8" GYP. WALL'BD

1"

GROUT CMU BELOW GRADE

W/ 2 #5 BARS

8" CMU BOND BEAM

GROUT

WEEP HOLES @ 24" O.C.

FABRIC FLASHING

EVERY OTHER COURSE

METAL WALL REINF.

CONCRETE FOOTING

ALUM. SASH

W/ 1" INSUL. SPANDREL GLASS

8" CMU BOND BEAM

CAST STONE BAND

SEALANT

FACE BRICK

4"

ELEV. 141.33'

TOP OF MAS.

TOP OF STEEL

ELEV. 142.5'

SECOND FLOOR

ELEV. 131.00'

2' -8

9' -0

'-4

5' -0

5' -0

ACOUSTICAL TILE CEILING

L 6"x6x3/8" CONT.

GYP. WALL'BD

CONC. SLAB

COLUMN ENCLOSURE

(BEYOND)

8" CMU BOND BEAM W/

~5"x1'-2" HORIZ. PLATE

SEALANT

GROUT

WEEP HOLES @ 24" O.C.

2 #5 BARS

FABRIC FLASHING

BRICK SOLDIER COURSE

SEALANT

4"x6" ALUM. DOWN SPOUT (TYP.)

SEALANT

8" CMU BOND BEAM

BRICK SOLDIER COURSE

FACE BRICK

CAST STONE SILL

8" CMU BOND BEAM

2' -6

6'

-0

ACOUSTICAL TILE CEILING

~5"x12" HORIZ. PLATE

GROUT

1"

L 6"x6x3/8" CONT.

A

1 5/8" 16 GA. MTL STUDS @ 2'-0" O.C.

3 5/8" 16 GA. MTL STUDS @ 2'-0" O.C.

ALUM. SASH

W/ 1" INSUL. SPANDREL GLASS

SEALANT

BE DARK BRONZE

ALUM. GUTTER COLOR SHALL

PERFORATED ALUM. SOFFIT

SEALANT

4"

STANDING SEAM MTL ROOF DARK BRONZE

2" RIGID & 6~8" BATT INSUL. (R-31)

2x4 F.R. WD STUDS MOUNTED TO UNSERSIDE OF JOISTS

1 1/2" MTL ROOF DECK

#15 FELT PAPER

BE DARK BRONZE

ALUM. FASCIA COLOR SHALL

1' -2

A-4 A-7

D.W.S.

11-15-94

AS NOTED

WALL SECTIONS & DETAILS

A-8

A-8 A-8

A-8A-8

TYP.

A-8 A-8

ALUM. SOFFIT

@ 16" O.C.

P.T. WD STUDS

P.T. WD BLOCKING

STANDING SEAM MTL ROOF

ALUM. FASCIA COLOR SHALL MATCH

MATCH STANDING SEAM MTL ROOF

ALUM. GUTTER COLOR SHALL

6"

1' -6

STL CHANNEL

T Y P. D E T A I L 1 1/2" = 1' - 0"

A-8 A-8

30 95

7673-8280

A

D E T A I L 1 1/2" = 1' - 0"

5/16" PL. @ 5'-6" O.C.

L 4"x4"x5/16" @ 5'-6" O.C.

2" RIGID INSUL.

3 5/8" 16 GA. MTL STUDS

CONT. 6"x6"x5/16" L PROVIDE

2'-0" BEARING ON CMU @ EA. END

ALUM. SOFFIT

SEALANT

ANODIZED ALUM.

WINDOW FRAME

1'-0"

A-8 A-8

CHIEF, DESIGN BRANCH

SECTION CHIEF

ARCHITECT ENGINEER

Checked By:

Concurred By:

Reviewed By:

Submitted By:

Drawn By:

Designed By:

CLARKS SUMMIT, PENNSYLVANIA

ABINGTON EXECUTIVE PARK

BURKAVAGE DESIGN ASSOCIATES

Revision Approved

U.S. ARMY ENGINEER DISTRICT

COLONEL, C.E., DISTRICT ENGINEER

FILE NO.

Sheet_ _of_

CHIEF, ENGINEERING DIVISION

Approval Recommended:

M c G U I R E A F B, N. J.

Approved By:

of Engineers

US Army Corps

Description number:

reference Sheet

Scale:

Date:

AMU FACILITY (AFR)

KC-10 SQUADRON OPERATIONS /

NEW YORK, NEW YORK

CORPS OF ENGINEERS

Date

2'1'6"0

SCALE: 1 1/2" = 1'

2'1'6"0

SCALE: 1" = 1'

2 DJFREMOVE CAST STONE AT WALL. ADD CAST STONE AT CANOPY.

7-14-95D E T A I L 1 1/2" = 1' - 0"

@ EVERY OTHER CMU COURSE

HORIZ. REINF. & MTL WALL TIE

VENTED ZEE CLIP

MTL FLASHING (SIZE VARIES)

COUNTER FLASHING

4" FACE BRICK

A-8 A-8

2' -6

1'

-1 0"

STL. ANGLE

ALUM. GUTTER

2x10 P.T. WD BLK'G.

MTL. COPING

CAST STONE PANEL

CAST IRONWEDGE INSERT

& BOLT

FABRIC FLASHING

ACOUSTICAL TILE CEILING

3/4" PARTICLE BOARD COVERED

W/ PLASTIC LAMINATE

COLOR SHALL BE NEVAMAR ARP

ACOUSTICAL TILE CEILING

3' -0

5'

-1 1~

4"

COLUMN ENCLOSURE

SURFACE NEUTRA TEXTURED 9-7-25T

2" RIGID INSUL.

5' -0

9'

-0

CARPET

4" VINYL BASE

LINTEL L-2

L 6"x6x3/8"

STEEL BEAMS

GYP. WALL'BD

CONC. SLAB

~w

(BEYOND)

GROUT

'-6

1 5/8" 16 GA. MTL STUDS @ 2'-0" O.C.

6' -0

GROUT CMU BELOW GRADE

S E C T I O N 1" = 1' - 0"

CONCRETE FOOTING

1'-6"

'-0

2' -8

8" 2'

-0

7' -0

WEEP HOLES @ 12" O.C.

TOOLED JOINT & SEALANT

FACE BRICK (BEYOND)

CONC. SIDEWALK

FACE BRICK (BEYOND)

SEALANT

1" INSUL. GLASS

ALUM. SOFFIT

ALUM. DOOR & FRAME

BRICK SOLDIER COURSE

6'-6"

TUBULAR STEEL

STL ANGLE

STL CHANNEL

8" CMU BOND BEAM

MTL FLASHING

4" CMU

ALUM. WINDOW W/

1" INSUL. GLASS

CAULK & SEALANT

1"

FACE BRICK

CAST STONE SILL

#15 FELT PAPER

DARK BRONZE

1 1/2" MTL DECK

STANDING SEAM MTL ROOF

ELEV. 117.00'

A-8 A-11

9' -8

FIRST FLOOR

@ 16" O.C.

1 5/8" 16 GA. MTL STUDS

CAST STONE PANEL

SECOND FLOOR

ELEV. 131.00'

4" 2'

-6

ALUM. FASCIA DARK BRONZE

ALUM. GUTTER DARK BRONZE

STANDING SEAM MTL ROOF

3 5/8" 16 GA. MTL STUDS @ 2'-0" O.C.

PERFORATED ALUM. SOFFIT

2x4 WD JOISTS MOUNTED TO UNDERSIDE OF JOISTS

2" RIGID & 6~8" BATT INSUL. (R-31)

#15 FELT PAPER

1 1/2" MTL ROOF DECK

STL ANGLE

STL PLATE

DARK BRONZE

A

DARK BRONZE

TOP OF STEEL

ELEV. 142.5'

TOP OF FOOTING

ELEV. 114.33'

2' -8

CONC. SIDEWALK

3" R.W.C.

UNDERGROUND DRAIN

(SEE CIVIL DWG'S.)

TOP OF FOOTING

(SEE STRUCT. DWG'S.)

CONCRETE

TUBE STEEL

3" R.W.C.

3"

1/2"

1/ 2"

A-4 A-8

ARCHITECTS AND ENGINEERS

BURKAVAGE DESIGN ASSOCIATES

RECORD DRAWING

FOR THE ACCURACY OF THIS RECORD

ACCURACY, AND THUS IS NOT RESPONSIBLE

DESIGN ASSOCIATES, INC. CANNOT ASSURE ITS

BELIEVED TO BE RELIABLE, BURKAVAGE

BY OTHERS. WHILE THIS INFORMATION IS

IN PART, BASED UPON INFORMATION FURNISHED

BEFORE APPLYING IT FOR ANY PURPOSE.

INDEPENDENT VERIFICATION OF ITS ACCURACY

RECORD DOCUMENT ARE ADVISED TO OBTAIN

IT AS A RESULT. THOSE RELYING ON THIS

WHICH MAY HAVE BEEN INCORPORATED INTO

DRAWING OR FOR ANY ERRORS OR OMISSIONS

THIS RECORD DRAWING HAS BEEN PREPARED

D.W.S.

11-15-94

AS NOTED

WALL SECTIONS & DETAILS

A-9 31 95

7673-8281

CHIEF, DESIGN BRANCH

SECTION CHIEF

ARCHITECT ENGINEER

Checked By:

Concurred By:

Reviewed By:

Submitted By:

Drawn By:

Designed By:

CLARKS SUMMIT, PENNSYLVANIA

ABINGTON EXECUTIVE PARK

BURKAVAGE DESIGN ASSOCIATES

Revision Approved

U.S. ARMY ENGINEER DISTRICT

COLONEL, C.E., DISTRICT ENGINEER

FILE NO.

Sheet_ _of_

CHIEF, ENGINEERING DIVISION

Approval Recommended:

M c G U I R E A F B, N. J.

Approved By:

of Engineers

US Army Corps

Description number:

reference Sheet

Scale:

Date:

AMU FACILITY (AFR)

KC-10 SQUADRON OPERATIONS /

NEW YORK, NEW YORK

CORPS OF ENGINEERS

Date

2'1'6"0

SCALE: 1" = 1'

2 DJFRAISE SILL HGT., REMOVE CAST STONE, ADD COL., ADD BRICK SCREEN WALL

7-14-95

CAST STONE PANEL

A-5 A-9

S E C T I O N

1" = 1' - 0"

(2 PER PANEL)

9~8"

2"

1'-3"

FIRST FLOOR

ELEV. 117.00'

8"

FABRIC FLASHING

1'-5"

4" VINYL BASE

GROUT CMU BELOW GRADE

W/ 2 #5 BARS

GROUT

8" CMU BOND BEAM

ACST. TILE CLG.

PIN ANCHOR 2" WIDE

P00002-REVISED DRAWING

7' -0

VA

R

IE

S 3'

-0 " M

IN

1' -0

BRICK SOLDIER COURSE

WEEP HOLES @ 4'-0" O.C.

8" CMU GROUT SOLID

12" CMU GROUT SOLID

S E C T I O N 1" = 1' - 0"

FOOTING OF PIER (BEYOND)

CONC. MECHANICAL PAD

JOINT REINF.

3/16" HORIZ.

3/4" P.V.C.

ELEV. 117.0'

2' -0

" M

AX

1st FLOOR

4"

BRICK SOLDIER COURSE

1'-4" SQ. BRICK PIER (BEYOND)

2x4 (FLAT)

1x4

1'-4" BRICK PIER

JOINT REINF.

3/16" HORIZ.

VOID

9"

1'-4"

CAST STONE CAP

CAST STONE CAP

A-5 A-9

4' -0

9' -8

'-0

CONCRETE FOOTING

WEEP HOLES @ 24" O.C.

FABRIC FLASHING

EVERY OTHER COURSE

METAL WALL REINF.

GROUT CMU BELOW GRADE2" RIGID INSUL.

8" CMU

5/8" GYP. WALL'BD

1 5/8" MTL STUDS @ 16" O.C.

S E C T I O N 1" = 1' - 0"

GROUT

ELEV. 117.00'

FIRST FLOOR

'-6

STL ANGLE

2' -6

CAST CONC. SILL

6' -8

2'

-0

4'-0"

CAST STONE SILL

W/ 1" INSUL. GLASS

ALUM. WINDOW

FABRIC FLASH.

& WEEP HOLES

4' -8

6'-0"

FABRIC FLASH.

& WEEP HOLES

MTL FLASHING

FACE BRICK

FABRIC FLASHING

STL ANGLE

STL CHANNEL

WEEP HOLES @ 24" O.C.

ALUM. FASCIA DARK BRONZE

5' -0

LINTEL L-1

(R-10)

2" RIGID INSULATION

SURFACE NEUTRA TEXTURED 9-7-25T

COLOR SHALL BE NEVAMAR ARP

W/ PLASTIC LAMINATE

3/4" PARTICLE BOARD COVERED

STEEL BEAMS

FABRIC FLASHING

L 6"x6x3/8" CONT.

ACOUSTICAL TILE CEILING

1'-9"

1'-5"

CAULK

1"

SEALANT

SEALANT

ACOUSTICAL TILE CEILING

3/4" PARTICLE BOARD COVERED

W/ PLASTIC LAMINATE

COLOR SHALL BE NEVAMAR ARP

1' -1

1~

SURFACE NEUTRA TEXTURED 9-7-25T

GYP. WALL'BD

CONC. SLAB

(BEYOND)

COLUMN ENCLOSURE7'

-0

~w

1'-9"

1"

3' -4

1'

-0

4"

SIM.

DARK BRONZE

STANDING SEAM MTL ROOF

1 1/2" MTL DECK

8"

BLOCKING

TREATED WD.

2x6 PRESS.

WOOD BLOCKING

PRESS. TREATED

1'-6"

4"

SECOND FLOOR

ELEV. 131.00'

1 1/2" MTL ROOF DECK

STANDING SEAM MTL ROOF DARK BRONZE

2x4 F.R. WD STUDS MOUNTED TO UNDERSIDE OF JOISTS

2" RIGID & 6~8" BATT INSUL. (R-31)

D

STL PLATE

#15 FELT PAPER

TOP OF STEEL

ELEV. 142.5'

A-5

A-9

A-9 A-11

A-5 1 1/2" = 1' - 0"

S E C T I O N

W/ 2 #5 BARS

8…