42240093_Roof Replacement-Lickdale_DWGS.pdf

JOSH SHAPIRO, GOVERNOR

MAJOR GENERAL MARK J. SHINDLER, THE ADJUTANT GENERAL

PROJECT

SITE

ArmstrongButler

Clarion

Venango Mercer

Lawrence

Crawford

Erie

Warren

Forest

McKean

Elk

Jefferson

Clearfield

Cameron

Potter

Centre

Clinton

Beaver

Allegheny

Washington

Greene Fayette

Westmoreland

Indiana

Somerset

Cambria

Bedford

Blair

Huntingdon

Fulton Franklin

Tioga Bradford Susquehanna Wayne

Pike

Lacka- Wyoming

Luzerne

Sullivan

Lycoming

Mifflin

Snyder

Union

Northum-tour Columbia

Schuylkill

Carbon

Monroe

North-

Lehigh

Bucks

Montgomery

Philadelphia

Delaware

Juniata

Perry

Cumberland

Adams York

Lancaster

Lebanon Dauphin Berks

Chester wanna

Mon-amptonberland

NO SCALE

PROJECT NO.: 42240093

ROOF REPLACEMENT

THE LICKDALE FACILITY

40 FISHER AVENUE - JONESTOWN - LEBANON COUNTY - PENNSYLVANIA

COMMONWEALTH OF PENNSYLVANIA DEPARTMENT

OF MILITARY AND VETERANS' AFFAIRS

ANNVILLE, PENNSYLVANIA

CODE APPROVALS

PROJECT LOCATION MAP

VICINITY MAP

INDEX TO DRAWINGS

DESIGN PROFESSIONALS:

OFFICE OF FACILITIES AND ENGINEERING

BUREAU OF DESIGN AND PROJECT MANAGEMENT

BUILBING 0-10, CHAPEL ROAD, FORT INDIANTOWN GAP

ANNVILLE, LEBANON COUNTY, PENNSYLVANIA

CAMPUS / KEY PLAN

REVISIONS

DESCRIPTION DATENO.

GENERAL CONSTRUCTION

G.1.0 COVER SHEET

A.1.0 EXISTING/DEMOLITION PLAN

A.1.1 NEW ROOFING LAYOUT

A.2.0 NOTES AND DETAILS

Drawings Listed In Index:

BEA Electronic Approval DATE ________

Professional's Signature DateProfessional's Signature Date

SCALECHECKED BY

DRAWING NO.DRAWN BY DATE

DESIGN PROFESSIONALS:

OFFICE OF FACILITIES AND ENGINEERING

BUREAU OF DESIGN AND PROJECT MANAGEMENT

BLDG. 0-10, FORT INDIANTOWN GAP

ANNVILLE, LEBANON COUNTY, PENNSYLVANIA

COMMONWEALTH OF PENNSYLVANIA

DEPT. OF MILITARY & VETERANS' AFFAIRS

ANNVILLE, PENNSYLVANIA 17003

PROJECT NO.:

G.1.0

9 AUG. 2024

AS NOTEDJ. NYE

J. NYE

COVER SHEET

JONESTOWN, LEBANON CO., PENNSYLVANIA

40 FISHER AVENUE

THE LICKDALE FACILITY

ROOF REPLACMENT

42240093

EXISTING STANDING SEAM METAL ROOF.

NO WORK IN THIS AREA

RD

ROOF

HATCHVTR

VTR

VTR

VTR VTR

VTR

RD

ROOF LEADER

WITH SPLASH

BLOCK

LADDER

RD

EXH

EXH

EXH

RD

RD

LADDER

RD

RD

EXH

VTR

(CAPPED)

VTR

RD

VTR

RD

RD RD RD RD

VTR

VTR

RD

VTR

RD RD

VTR

RD

RD

VTR

EXISTING

CHIMNEY

(REMOVED)

VTR

VTR

VTR

CU CU

EXH

EXH

EXH

EXH

EXH

EXH

EXH

EXH

EXH EXH

EXH

TPO

SEPARATION SEAM

EPDM

DEMOLITION NOTES:

REMOVE EXISTING EPDM SINGLE PLY RUBBER ROOFING MEMBRANE.

REMOVE EXISTING THERMOPLASTIC POLYOLEFIN (TPO) ROOFING MEMBRANE.

GENERAL DEMOLITION NOTES:

1. REMOVE EXISTING POLYISOCYANURATE RIGID INSULATION.

2. REMOVE ALL EXISTING EXPANSION JOINTS, CANTS, TERMINATION BARS,

COUNTER-FLASHING, DRIP EDGES, COPINGS AND FASCIA.

3. CONTRACTOR SHALL INSPECT ALL WOOD BLOCKING. REMOVE ANY AND ALL BLOCKING THAT IS

DETERIORATED OR DAMAGED.

4. CONTRACTOR SHALL CONDUCT AN INSPECTION OF THE EXISTING ROOF DECKING. CONTRACTOR SHALL

REPORT ANY DETERIORATED OR DAMAGED DECKING TO THE GOVERNMENT DESIGN PROFESSIONAL

AND/OR GOVERNMENT PROJECT MANAGER IMMEDIATELY.

5. EXISTING ROOF DRAINS ARE TO REMAIN IN PLACE. CONTRACTOR SHALL CLEAN DEBRIS FROM ROOF DRAINS AND TEST ALL EXISTING DRAINS AND OVERFLOWS FOR PROPER OPERATION. ANY AND ALL DEFECTIVE, DETERIORATED OR DAMAGED DRAINS SHALL BE REPORTED TO THE GOVERNMENT DESIGN

PROFESSIONAL AND/OR GOVERNMENT PROJECT MANAGER IMMEDIATELY.

6. EXISTING ROOF DECKING SHALL BE CLEANED AND PREPARED FOR NEW TPO INSTALLATION. CONTRACTOR SHALL CONSULT AND REFERENCE ANY AND ALL TPO MANUFACTURER'S WRITTEN RECOMMENDATIONS

FOR PROPER ROOF DECKING PREPARATION.

SCALECHECKED BY

DRAWING NO.DRAWN BY DATE

REVISIONS

DESCRIPTION DATENO.

Professional's Signature Date

DESIGN PROFESSIONALS:

OFFICE OF FACILITIES AND ENGINEERING

BUREAU OF DESIGN AND PROJECT MANAGEMENT

BLDG. 0-10, FORT INDIANTOWN GAP

ANNVILLE, LEBANON COUNTY, PENNSYLVANIA

COMMONWEALTH OF PENNSYLVANIA

DEPT. OF MILITARY & VETERAN'S AFFAIRS

ANNVILLE, PENNSYLVANIA 17003

PROJECT NO.:

CONTRACTOR SHALL FIELD VERIFY

ALL DIMENSIONS.

VARIANCE FROM CONTRACT

DOCUMENTS NOT PERMITTED

WITHOUT BUREAU OF ENGINEERING

AND ARCHITECTURE APPROVAL.

VERIFY SCALE

IF BAR IS NOT ONE (1) INCH LONG,

ADJUST SCALE ACCORDINGLY

BAR IS ONE (1) INCH LONG

ON ORIGINAL DRAWING:

0 1

J. NYE 9 AUG. 2024

J. NYE AS NOTED

A.1.0

ROOF REPLACEMENT

THE LICKDALE FACILITY

40 FISHER AVENUE

JONESTOWN, LEBANON CO., PENNSYLVANIA

EXISTING/DEMO PLAN

42240093

ROOF DEMOLITION PLAN

SCALE: N.T.S

1 4"

FT

1 4"

FT

1 4"

FT

1 4"

FT

1 4"

FT 1

4" / FT

4" / FT

4" / FT

4" / FT

14" / FT14" / FT

1 4"

FT

1 4"

FT

1 4"

FT

1 4"

FT

1 4"

FT

1 4"

FT1 4"

FT

1 4"

FT

4" / FT

4" / FT

RD

EXISTING

ROOF

HATCH

RD

EXH

VTR VTR

VTR

VTR VTR

VTR RD

ROOF LEADER

WITH SPLASH

BLOCK

NEW

LADDER

RD

EXH

EXH

EXH

RD

RD

NEW

LADDER

RD

RD

EXH

EXH

VTR

(CAPPED)

VTR

RD

EXH

EXH

VTR

RD

RD RD RD RD

EXH

EXH

EXHAUST

HOOD

VTR

VTR

RD

VTR

RD RD

EXH

VTR

EXH

RD

RD

EXH

VTR

CU CU

TA

PE

R

TA

PE

R

TA

PE

R

TA

PE

R

TAPER TAPER TAPER TAPER TAPER TAPER TAPERTAPER

TA

PE

R

TA

PE

R

TA

PE

R

TA

PE

R

TA

PER

TA

PE

R

TA

PE

R

4" / FT

EXH

VTR

VTR

VTR

EXH

4" / FT

4" / FT

4" / FT

39'-5"

34'-5"

175'-0" 66'-4"

'-0

0'

-2

74'-8"

'-0

73'-2"

'-4

46'-10"

'-2

13'-7"

3'

-2

62'-6"

'-7

11'-0"

'-6

35'-4"

'-1

0"

'-7

CONSTRUCTION NOTES:

1. DMVA-BDPM PROVIDED PLANS WERE DEVELOPED BASED ON INFORMATION AND EXISTING PLANS PROVIDED BY THE PREVIOUS FACILITY OWNER, IN ADDITION TO SEVERAL SITE BASED INVESTIGATIONS.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL DIMENSIONS AND ALL EXISTING FIELD

CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK.

3. PLANS AND DETAILS ARE DIAGRAMMATIC AND DEPICT COMMON PRACTICES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING ALL APPURTENANCES NEEDED FOR A COMPLETE

WATERTIGHT ROOFING PACKAGE THAT PROVIDES POSITIVE SHEET FLOW OF WATER TO DRAIN

LOCATIONS. THIS INCLUDES, BUT IS NOT LIMITED TO; ALL CAPS, COPINGS, SEALANTS, FASCIA, CRICKETS, ETC.

4. CONTRACTOR AND/OR MATERIAL MANUFACTURER SHALL BE RESPONSIBLE FOR REVIEWING THE PROVIDED ROOF LAYOUT AND TAPER PLAN. MODIFICATIONS ON BEHALF OF THE CONTRACTOR AND/OR

MATERIAL MANUFACTURER ARE AUTHORIZED AS NEEDED IN ORDER TO PROVIDE A PROPER

INSTALLATION OF BOTH TAPERED INSULATION AND TPO ROOFING MATERIAL.

5. CONTRACTOR SHALL NOTIFY THE DMVA PROJECT MANAGER AND/OR DESIGN PROFESSIONAL OF ANY

UNFORESEEN CONDITIONS OR NECESSARY ADJUSTMENTS TO PLANS.

DRAWING INTERPRETATION

DETAILS INDICATED ON THE DRAWINGS, BOTH TYPICAL (TYP.) AND SPECIFIC, SHALL APPLY TO ALL SITUATIONS OCCURRING ON THE PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY DETAILED. THE APPLICABILITY OF THE DETAIL TO ITS LOCATION ON THE PLANS CAN BE DETERMINED BY THE TITLE OF THE DETAIL. SUCH DETAILS SHALL APPLY WHETHER OR NOT THEY ARE KEYED AT EACH LOCATION. DECISIONS REGARDING THE APPLICABILITY OF DETAILS SHOWN SHALL BE DETERMINED BY THE GOVERNMENT DESIGN PROFESSIONAL AND/OR THE GOVERNMENT

PROJECT MANAGER.

SCALECHECKED BY

DRAWING NO.DRAWN BY DATE

REVISIONS

DESCRIPTION DATENO.

Professional's Signature Date

DESIGN PROFESSIONALS:

OFFICE OF FACILITIES AND ENGINEERING

BUREAU OF DESIGN AND PROJECT MANAGEMENT

BLDG. 0-10, FORT INDIANTOWN GAP

ANNVILLE, LEBANON COUNTY, PENNSYLVANIA

COMMONWEALTH OF PENNSYLVANIA

DEPT. OF MILITARY & VETERAN'S AFFAIRS

ANNVILLE, PENNSYLVANIA 17003

PROJECT NO.:

CONTRACTOR SHALL FIELD VERIFY

ALL DIMENSIONS.

VARIANCE FROM CONTRACT

DOCUMENTS NOT PERMITTED

WITHOUT BUREAU OF ENGINEERING

AND ARCHITECTURE APPROVAL.

VERIFY SCALE

IF BAR IS NOT ONE (1) INCH LONG,

ADJUST SCALE ACCORDINGLY

BAR IS ONE (1) INCH LONG

ON ORIGINAL DRAWING:

0 1

J. NYE 9 AUG. 2024

J. NYE AS NOTED

A.1.1

ROOF REPLACEMENT

THE LICKDALE FACILITY

40 FISHER AVENUE

JONESTOWN, LEBANON CO., PENNSYLVANIA

NEW ROOFING LAYOUT

42240093

NEW ROOFING LAYOUT

SCALE: N.T.S

TPO MEMB.

MEMB. TERM. POINT

R

EF

. T O

WOOD BLOCKING

EXIST. EXT. WALL

NOTE: FASCIA SHALL EXTEND 2" BELOW BOTTOM OF

BLOCKING. INSTALL FASCIA EXTENDER, IF REQ.

FASCIA

SYST.

N O

TE

R.I.B.

NOTES:

1. NEW COUNTERFLASHING SHALL BE 0.040" ALUMINUM SHEET

METAL, FABRICATED AS INDICATED, WITH FACTORY APPLIED

KYNAR FINISH. ALL HORIZONTAL SEAMS, INSIDE AND OUTSIDE

CORNERS SHALL OVERLAP A MIN. OF 3" AND HAVE SEALANT

APPLIED IN OVERLAP.

2. NEW COUNTERFLASHING SHALL BE EMBEDDED INTO EXIST

HORIZONTAL MORTAR JOINT BELOW VERTICAL WEEP HOLES.

COUNTERFLASHING SHALL BE EMBEDDED A MIN. OF 1 12" INTO

EXIST. MORTAR JOINT. EXIST. MORTAR SHALL BE REMOVED TO

EXTENT REQ. TO INSTALL NEW COUNTERFLASHING. JOINT SHALL

BE RE-POINTED, WITH LIKE MORTAR. SEALANT OR CAULKING WILL

NOT BE ACCEPTABLE IN MORTAR JOINT. POLYURETHANE SEALANT

SHALL BE APPLIED TO TOP OF COUNTERFLASHING AT MORTAR

JOINT.

1 12", MIN.

EXIST. SPLIT-FACE

BLOCK WALL

EXIST. MORTAR JOINT

MEMBRANE TERM/BAR

NEW COUNTERFLASHING

M

IN

. 2 " B

EL

O

W

TE

R M

. B

AR

MEMBRANE

EXIST. WEEP HOLE, BEYOND

2"

R.I.B., TAPER AS IND.

BOND. ADHES.

EDGE SEALANT

HOT AIR WELD

TPO MEMB.

MEMB. FLASHING

W/ BOND. ADHES.

WOOD NAILER

MEMB. FLASHING TERM.

NEW FLASHING IS INSTALLED

EXIST. EQUIP. COVER TO BE

REMOVED AND REINSTALLED AFTER

EXIST. METAL DECK

T.P.O. MEMB.

EXIST. WOOD BLOCKING,

REPLACE IF DETER.

R.I.B., TAPER AS IND.

REF. TO FASCIA

DETAIL, THIS DWG.

EXIST. EXT. WALL

EXIST. METAL DECK

EXIST. EXT. WALL

BOND. ADHES.

TPO MEMB.

R.I.B., TAPER AS IND.

EXIST. METAL DECK

EXIST. COUNTERFLASHING,

APPLY NEW SEALANT

EXIST. CANT, REPL., IF

DETER.

MEMB. TERM.

LAP SEALANT

EDGE SEALANT

EXIST. VENT

FLASHING BOOT, SIZE

PRE-FABRICATED PIPETPO MEMB., TYP.

R.I.B., TAPER AS IND.

CENTER/CUT LINE

AS REQ.

WIDTH OF FLANGE

HOT AIR WELD, FULL

BOND ADHES.

EXIST. VENT PIPE

EXIST. METAL DECK

V.T.R. DETAIL, TYP.

SEAL DURING WORK. RE-OPEN

WHEN WORK IS COMPLETED

EXIST. RAIN WATER CONDUCTOR.

EXIST. METAL DECK

TO EXIST. CONDUCTOR W/

MEMB. FLASHING, TYP.

R.I.B.

BOND. ADHES.

EDGE SEALANT, TYP.

TPO MEMB.

NEW ROOF DRAIN, TIE IN

WATER-TIGHT SEAL

CONNECTOR

NEW DRAIN PIPE

CLAMP

TESTED FOR LEAKS AND PROPER FLOW. REPAIR, IF REQ.

NOTE: UPON COMPLETION OF ROOF DRAIN INSTALLATION, DRAINS SHALL BE

ROOF DRAIN DETAIL, TYP.

CONCRETE MASONRY UNITS

LANDSCAPING FABRIC

INSULATED WALLS

FULL HEIGHT/INSULATED WALLS

CONCRETE

GYP. BOARD

EARTH

GRAVEL

BATT INSULATION

GLASS

CMU - ELEVATION

LEGEND

X

X

DOOR TYPE SYMBOL

WINDOW TYPE SYMBOL

OPENING TYPE SYMBOLS

SYMBOLS

X

AXXX

X

X

AXXX

AXXX

SECTION REFERENCE

DETAIL REFERENCE

ELEVATION REFERENCE

SHEET WHERE SECTION IS DRAWN

SECTION NUMBER

DETAIL NUMBER

SHEET WHERE DETAIL IS DRAWN

SHEET WHERE ELEVATION IS DRAWN

ELEVATION NUMBER

A C

D B

WALL REFERENCE

DETAIL KEY

DETAIL NUMBER

DRAWING NUMBER

SCALECHECKED BY

DRAWING NO.DRAWN BY DATE

REVISIONS

DESCRIPTION DATENO.

Professional's Signature Date

DESIGN PROFESSIONALS:

OFFICE OF FACILITIES AND ENGINEERING

BUREAU OF DESIGN AND PROJECT MANAGEMENT

BLDG. 0-10, FORT INDIANTOWN GAP

ANNVILLE, LEBANON COUNTY, PENNSYLVANIA

COMMONWEALTH OF PENNSYLVANIA

DEPT. OF MILITARY & VETERAN'S AFFAIRS

ANNVILLE, PENNSYLVANIA 17003

PROJECT NO.:

CONTRACTOR SHALL FIELD VERIFY

ALL DIMENSIONS.

VARIANCE FROM CONTRACT

DOCUMENTS NOT PERMITTED

WITHOUT BUREAU OF ENGINEERING

AND ARCHITECTURE APPROVAL.

VERIFY SCALE

IF BAR IS NOT ONE (1) INCH LONG,

ADJUST SCALE ACCORDINGLY

BAR IS ONE (1) INCH LONG

ON ORIGINAL DRAWING:

0 1

J. NYE 9 AUG. 2024

J. NYE AS NOTED

A.2.0

ROOF REPLACEMENT

THE LICKDALE FACILITY

40 FISHER AVENUE

JONESTOWN, LEBANON CO., PENNSYLVANIA

NOTES & DETAILS

42240093

A

2.0ASCALE: 3" = 1'-0"

TYPICAL DETAIL - COUNTERFLASHING

A

2.0SCALE: 1 1/2" = 1'-0"

TYPICAL SECTION - END WALL

A

2.0SCALE: 1 1/2" = 1'-0"

TYPICAL DETAIL - CURB

A

2.0SCALE: 3" = 1'-0"

TYPICAL DETAIL - FASCIA

A

2.0SCALE: 1 1/2" = 1'-0"

TYPICAL SECTION - PARAPET WALL

A

2.0ASCALE: 1 1/2" = 1'-0"

TYPICAL DETAIL - VENT THRU ROOF

A

2.0ASCALE: 1 1/2" = 1'-0"

TYPICAL DETAIL - ROOF DRAIN

AutoCAD SHX Text AMERICANS w/ DISABILITIES ACT

AutoCAD SHX Text

ADA

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POINT OF CONTACT

AutoCAD SHX Text

POC

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PURCHASING & CONTRACTING (BLDG 0-47)

AutoCAD SHX Text

PFO

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FORCE PROTECTION DISTANCE

AutoCAD SHX Text

TRAINING SITE FACILITY ENGINEERS (BLDG 11-12)

AutoCAD SHX Text

TRAINING SITE COMMAND (BLDG T-0-1)

AutoCAD SHX Text

DIVISION OF INSTALLATION MAINTENANCE (BLDG. 11-64)

AutoCAD SHX Text

BUREAU OF DESIGN & PROJECT MANG. (BLDG. 0-10)

AutoCAD SHX Text

PLUMBING CONTRACTOR

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MECHANICAL CONTRACTOR

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HEATING/AC CONTRACTOR

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GENERAL CONTRACTOR

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ELECTRICAL CONTRACTOR

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MILITARY

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GOVERNMENT

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MILT

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GOVT

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FPD

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TSFE

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TSC

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DIM

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BDPM

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PC

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MC

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HC

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GC

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EC

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YD

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YARDS

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WELDED WIRE FABRIC

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WATERPROOFING

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WOOD DOOR

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WOOD

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WALLBOARD

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WITHOUT

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WITH

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WIDTH

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WEST

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VENT THRU ROOF

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VINYL COMPOSITE TILE

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VINYL ASBESTOS TILE

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UNLESS NOTED OTHERWISE

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TYPICAL

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TREATED

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THROUGH

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TERRAZZO

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TEMPORARY

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TANGENT

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TONGUE & GROOVE

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TOP & BOTTOM

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TREAD

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SYSTEM

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SUSPENDED/SUSPENSION

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SURFACE

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SUPERVISOR

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SUPERINTENDENT

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STAIRWAY

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STORAGE

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STANDARD

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STAINLESS STEEL

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SQUARE

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SPEAKER

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SPECIFICATION

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SEAMLESS

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SLIDING DOOR

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SKYLIGHT

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SIMILAR

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SHEET

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SQUARE FOOT

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SECTION

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SIDING

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SCHEDULE

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SUSPENDED ACOUSTICAL PANEL CEILING

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SOUTH

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ROOM

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RIGHT HAND

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ROOFING

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REVISION

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REQUIRED

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REINFORCED

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REFRIGERATOR

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RISER

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RADIUS

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QUARRY TILE FLOOR

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PARTITION

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PAINTED

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POINT

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PROJECT

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PREFABRICATED

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PAIR

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PORCELAIN

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PAINT

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PANEL

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WWF

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WTRPRF

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WDR

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WD

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WBD

AutoCAD SHX Text W/O

AutoCAD SHX Text W/

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VTR

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VCT

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VAT

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UNO

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TYP

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TRTD

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THRU

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TER

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TEMP

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TAN

AutoCAD SHX Text T & G

AutoCAD SHX Text T & B

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SYS

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SUSP

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SURF

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SUPVR

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SUPT

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STWY

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STOR

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STD

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SS

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SQ

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SPKR

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SPEC

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SMLS

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SLDR

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SKY

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SIM

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SHT

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SF

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SEC

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SDG

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SCHD

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SAPC

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RM

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RH

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RFG

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REV

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REQD

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REINF

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REFRG

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RS

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QTF

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PTN

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PTD

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PT

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PROJ

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PREFAB

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PR

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PORC

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PNT

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PNL

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IN

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INCHES

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EPDM

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ETHYLENE-PROPYLENE-DIENE-MONOMER

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EIS

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ENVIRONMENTAL IMPACT STUDY

AutoCAD SHX Text E & S

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EROSION & SEDIMENTATION

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LF

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LINEAR FOOT

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PLYWOOD

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PLASTER

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PERFORATED

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OPPOSITE

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OPENING

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OVERHEAD DOOR

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OPPOSITE HAND

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OFFICE

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OUTSIDE DIAMETER

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ON CENTER

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OVERALL

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NOT TO SCALE

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NOISE REDUCTION

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NUMBER

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NOT IN CONTRACT

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NOT APPLICABLE

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NORTH

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MOUNTING

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METAL LATH & PLASTER

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MOLDING

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METAL LATH

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METAL

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MISCELLANEOUS

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MINIMUM

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MANAGER

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MANUFACTURER

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MEZZANINE

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MEMBRANE

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MAXIMUM

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MATERIAL

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MAINTENANCE

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LIGHT

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LINEAR

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LIBRARY

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LEFT HAND

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LENGTH

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LAMINATE

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LABORATORY

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JOIST

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INTERIOR

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INSULATION

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THAT IS

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INSIDE DIAMETER

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HEIGHT

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HORIZONTAL

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HOLLOW METAL DOOR

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HOLLOW METAL

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HARDWARE

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HIGH

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GYPSUM

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GYPSUM WALLBOARD

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GROUND

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GLASS

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GARAGE

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FURNITURE

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FOOTING

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FOOT

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FIBERGLASS-REINFORCED PLASTIC

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FLOORING

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FLOOR

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FLANGE

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FLEXIBLE

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FLASHING

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FINISH

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FINISHED FLOOR

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FIBERBOARD

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FABRICATE

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PLYWD

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PLAS

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PERF

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OPP

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OPNG

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OHDR

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OH

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OFC

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OD

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OC

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OA

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NTS

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NRC

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NO

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NIC

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NA

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MTG

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MLP

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MLDG

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ML

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MET

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MISC

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MIN

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MGR

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MFR

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MEZZ

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MEMB

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MAX

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MATL

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MAINT

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LT

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LIN

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LIB

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LH

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LG

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LAM

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LAB

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JST

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INTR

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INSUL

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IE

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ID

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HT

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HORIZ

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HMD

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HM

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HDWE

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GYP

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GWB

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GRD

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GL

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GAR

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FURN

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FTG

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FT

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FRP

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FLRG

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FLR

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FLG

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FLEX

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FL

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FIN

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FF

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FBD

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FAB

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ARCHITECTURAL & ENGINEERING

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EXTERIOR

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EXPANSION

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EXISTING

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EQUIPMENT

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EQUAL

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ENTRANCE

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ELEVATOR

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EXTERIOR INSULATION & FINISHING SYSTEM

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EACH

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EAST

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DRAWING

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DISHWASHER

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DOWN SPOUT

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DOOR

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DEMOUNTABLE PARTITION

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DOWN

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DAMP PROOFING

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DIVISION

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DIMENSION

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DIAMETER

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DIAGONAL

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DETAIL

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DEPARTMENT

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DEGREE

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DOUBLE

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CUBIC YARD

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CENTER

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COATED

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COUNTERSINK

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CURVED

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CONTRACTOR

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CONSTRUCTION

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COMPOSITION

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COMPANY

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CONCEALED

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CLOSET

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CEILING

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CENTER LINE

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CERAMIC TILE

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CERAMIC

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COILING DOOR

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CARPET

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CAPACITY

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CABINET

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BASEMENT

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BOTH SIDE

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BASE PLATE

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BUILDING

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BETWEEN

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BOARD

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BALCONY

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BOTTOM

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ALTERNATE WORK ITEM

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AVERAGE

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ASSEMBLY

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ASSISTANT

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ASSOCIATION

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ASPHALT ROOF SHINGLES

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ASBESTOS

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ARCHITECTURAL

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ALTERNATE

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ALUMINUM

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ABOVE FINISHED FLOOR

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ADJACENT

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ADDITIONAL

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ACOUSTIC

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ABOVE

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EXT

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EXP

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EXIST

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EQUIP

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EQ

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ENTR

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ELEV

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EIFS

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EA

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DWG

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DW

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DS

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DR

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DP

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DN

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DMPF

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DIV

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DIM

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DIA

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DGL

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DET

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DEPT

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DEG

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DBL

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CU.YD.

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CTR

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CTD

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CSK

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CRV

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CONTR

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CONSTR

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COMP

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CO

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CNCL

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CLO

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CLG

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CL

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CER TILE

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CER

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CDR

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CARP

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CAP

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CAB

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BSMT

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BS

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BP

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BLDG

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BETW

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BD

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BALC

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AWI

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AVG

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ASSY

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ASST

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ASSOC

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ASPHRS

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ASB

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ARCH

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ALT

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AL

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AFF

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ADJ

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ADDL

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ACST

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ABV

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ABBREVIATIONS

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OFFICE OF FACILITIES & ENGINEERING

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OFE

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CONTRACTING OFFICE REPRESENTATIVE

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COR

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GOVERNMENT INSPECTOR

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GI

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ENVIRONMENTAL DIVISION (BLDG. (0-11)

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ENV

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FORT INDIANTOWN GAP

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FTIG