42220119_BLDG 4-101_Drawings.pdf

PDF 9 MB Posted May 29, 2025

Attached to: Building 4-101 WWII Renovation
Solicitation number: 6100063819
Issued by: Lebanon County, Pennsylvania

About this file

Written by GovTribe AI · May 31, 2025

The document is a comprehensive set of architectural and engineering drawings for a renovation project by the Commonwealth of Pennsylvania's Department of Military and Veterans' Affairs, specifically for Building 4-101 at Fort Indiantown Gap in Annville, Lebanon County. The project, identified as DMVA Project No. 42220119, involves a complete renovation of a two-story World War II-era building, including extensive work on structural, mechanical, electrical, and plumbing systems. The drawings cover demolition plans, proposed floor plans, roof modifications, structural reinforcements, HVAC upgrades, electrical system updates, and plumbing improvements across both floors of the facility.

The renovation appears to be a comprehensive modernization effort, transforming the existing building into a more functional space with updated living quarters, common areas, restrooms, mechanical rooms, and support spaces. The project includes installing new VRF (Variable Refrigerant Flow) HVAC systems, upgrading electrical and lighting infrastructure, replacing flooring and wall finishes, adding insulation, and improving overall building performance. The drawings indicate careful attention to energy efficiency, accessibility, and contemporary building standards, with specific details on materials, construction methods, and system specifications. Funding appears to be through the Commonwealth of Pennsylvania, with the work to be performed by contractors under the oversight of the Department of Military and Veterans' Affairs' Bureau of Design and Project Management.

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Other files

File	Type	Posted
Addendum #2.docx	DOCX document	May 29, 2025
Instructions to Bidders DMVA - 2024.docx	DOCX document	May 29, 2025
42220119_BLDG 4-101_Specifications.pdf	PDF	May 29, 2025
Wage Rates.pdf	PDF	May 29, 2025
Addendum #3.docx	DOCX document	May 29, 2025
General Conditions to the Construction Contract DMVA 2024 v6.docx	DOCX document	May 29, 2025
Administrative Procedures 2023 DMVA.docx	DOCX document	May 29, 2025
FTIG Area_Maps_3_4_letter.pdf	PDF	May 29, 2025
Notice to Bidders.docx	DOCX document	May 29, 2025
Pre-bid sign in.pdf	PDF	May 29, 2025
Bid docs to be returned with bid submission.pdf	PDF	May 29, 2025
Addendum #1.docx	DOCX document	May 29, 2025

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JOSH SHAPIRO, GOVERNOR

MAJOR GENERAL JOHN R. PIPPY, THE ADJUTANT GENERAL

PROJECT NO.: 42220119

FTIG BLDG 4-101

WW2 RENOVATION

AREA 4 - FORT INDIANTOWN GAP,

ANNVILLE, LEBANON COUNTY, PA 17003

COMMONWEALTH OF PENNSYLVANIA

DEPARTMENT OF MILITARY AND VETERANS' AFFAIRS

ANNVILLE, PENNSYLVANIA

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

CIVIL DRAWINGS

NO. NAME

ARCHITECTURAL DRAWINGS

NO. NAME

A.1.0 DEMO FLOOR PLANS

GENERAL PLANS

NO. NAME

G.1.0 COVER SHEET

G.1.1 PROJECT INFO

GENERAL CONSTRUCTION CONTRACT (.1)

ELECTRICAL DRAWINGS

NO. NAME

E.1.1 ELECTRICAL FLOOR PLANS

ELECTRICAL CONTRACT (.4)

STRUCTURAL DRAWINGS

NO. NAME

S.1.0 STRUCTURAL PLANS

HVAC DRAWINGS

NO. NAME

M.0.1 HVAC PLANS DEMO

HAVC CONTRACT (.2)

PLUMBING DRAWINGS

NO. NAME

P.0.1 PLUMBING PLANS DEMO

PLUMBING CONTRACT (.3)

PROJECT

SITE

SCALECHECKED BY

DRAWING NO.DRAWN BY DATE

DESCRIPTION

Professional's Signature DateProfessional's Signature Date

DESIGN PROFESSIONALS:

OFFICE OF FACILITIES AND ENGINEERING

BUREAU OF DESIGN AND PROJECT MANAGEMENT

BUILDING 0-10, CHAPEL ROAD, FORT INDIANTOWN GAP

ANNVILLE, LEBANON COUNTY, PENNSYLVANIA

DATENO.

COMMONWEALTH OF PENNSYLVANIA

DEPT. OF MILITARY AND VETERANS' AFFAIRS

ANNVILLE, PENNSYLVANIA 17003

DMVA PROJECT NO.:

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

COUNTY LOCATION MAP

VICINITY MAP

REVISIONS

CAMPUS LAYOUT

CODE APPROVALS

42220119

FTIG BLDG 4-101

WW2 RENOVATION

AREA 4 - FORT INDIANTOWN GAP,

ANNVILLE, LEBANON COUNTY, PA 17003

COVER SHEET

AK 2025.05.09

#### NTS

G.1.0

A.1.1 DEMO ROOF PLAN AND ELEVATIONS

A.1.2 DEMO REFLECTED CEILING PLANS

A.2.0 BUILDING SECTION AND DETAILS

A.2.1

A.4.0 DOOR & FINISH SCHEDULES & DETAILS

C.1.0 STORM WATER PLAN

A.1.3 PROPOSED FLOOR PLANS

A.1.4 PROPOSED ROOF PLAN AND ELEVATIONS

A.1.5 PROPOSED REFLECTED CEILING PLAN

BUILDING SECTION AND DETAILS

A.2.2 PARTITION TYPES

A.3.0 ENLARGED PLANS AND ELEVATIONS

A.3.1 ENLARGED PLANS AND ELEVATIONS

E.2.1 RISER DIAGRAM

E.3.1 SCHEDULES AND DETAILS

M.1.1 MECHANICAL FLOOR PLANS

M.2.1 M.2.2

MECHANICAL SCHEDULES

MECHANICAL DETAILS

P.1.1 PLUMBING PLANS NEW WORK

P.2.1 PLUMBING SCHEDULES AND DETAILS

TBR TO BE REMOVED

AMERICANS w/ DISABILITIES ACTADA

POINT OF CONTACTPOC

PFO

FORCE PROTECTION DISTANCE

TRAINING SITE COMMAND (BLDG T-0-1)

MAINTENANCE DIVISION (BLDG. 11-64)

ENGINEERING DIVISION (BLDG. 0-10)

PLUMBING CONTRACTOR

MECHANICAL CONTRACTOR

HEATING/AC CONTRACTOR

GENERAL CONTRACTOR

ELECTRICAL CONTRACTOR

MILITARY

GOVERNMENT

MILT

GOVT

FPD

TSFE

TSC

BFE-MAINT

BFE-ENG

GOVERNMENT/MILITARY

SAW JOINT

STRUCTURAL

STEEL

POUNDS PER SQUARE INCH

POUNDS PER SQUARE FOOT

PLATE

MASONRY OPENING

MASONRY

LIGHTWEIGHT CONCRETE

LIVE LOAD

GALVANIZED

GAUGE

FOUNDATION

DEAD LOAD

CONCRETE MASONRY UNIT

CONCRETE MASONRY INSULATED UNIT

CONTROL JOINT

BEARING

BRIDGING

BEAMB

STRUCT

STL

PSI

PSF

MAS

LWC

GALV

FDN

CMU

CMIU

BRG

BRDG

STRUCTURAL

FIRE DEPARTMENT CONNECTIONFDC

SPRINKLER

SMOKE DETECTOR

FIRE SURPRESSION HOOD

FIRE HYDRANT

FIRE EXTINGUISHER & CABINET

FIRE EXTINGUISHER

FIRE DOOR

FIRE ALARM HORN/STROBE

FIRE ALARM PULL STATION

FIRE ALARM

FSH

FA-PS

FA-HS

Co2

SPR

FEC

FDR

FIRE PROTECTION

TRANSFORMER

WITH GROUND

WATT

VOLT

TELEVISION

TELPHONE

TELECOMMUNICATION DISPLAY DEVICE

TELEPHONE BACKBOARD

SWITCH

RIGID GALVANIZED STEEL CONDUIT

POWER

PANEL

PHASE

POLE

MAIN LUG ONLY

MOTOR

NOTIFICATION APPLIANCE CIRUIT

LIGHTING

KILOWATT

JUNCTION BOX

ISOLATED GROUND

HAND-OFF-AUTO

GROUND

GROUND FAULT INTERRUPTING

FEEDER

FUSED

EQUIPMENT BACKBOARD

DISCONNECT

CIRCUIT BREAKER

COPPER

CURRENT TRANSFER

CONTROL POWER TRANSFORMER

CIRCUIT

CONDUIT

AUTOMATIC TRANSFER SWITCH

AMPERE

XFMR

W/G W V

TEL

TDD

TBB

RGS

PWR

PNL

MLO

MTR

NAC

LTG

HOA

GND

GFI

FDR

EQBB

DISC

CPT

CKT

ATS

ELECTRICAL

EWC ELECTRIC WATER COOLER

WATER HEATERWH

WATER CLOSETWC

VENT THRU ROOF

VENT

WATER HAMMER ARRESTOR

WASTE

TOILET

SHOWER

RAIN WATER CONDUCTOR

PLUMBING

METER

GAS WATER HEATERGWH

EWH ELECTRIC WATER HEATER

HOT WATER

HOSE BIB

FLOOR DRAIN

COLD WATER

CLEAN OUT

CAST IRON PIPING

CAST IRON

VTR

WHA

TLT

RWC

PLBG

MTR

CIP

PLUMBING

A.T.C

UNDERCUTU.C.

THOUSAND BTU's PER HOURMBH

GASG

EXTERNAL STATIC PRESSUREESP

LEAVING AIR TEMPERATURELAT

ENERGY EFFICIENCY RATINGEER

VARIABLE AIR VOLUMEVAV

FD FIRE DAMPER

ELECTRIC BASEBOARDEBB

WH WALL HEATER

TEMPERATURE

THERMOSTAT

ROOF TOP UNIT

RETURN AIR

PROPANE

OUTSIDE AIR

MOTOR OPERATED DAMPER

HEATER

HORSE POWER

FRESH AIR

FAHRENHEIT

EXHAUST

EXHAUST FAN

EXHAUST AIR

CABINET UNIT HEATER

CONDENSING UNIT

CUBIC FEET PER MINUTE

BRITISH THERMAL UNIT PER HOUR

BRITISH THERMAL UNIT

BOILER

AIR HANDLING UNIT

AIR CONDITIONING

CFM

TEMP

T-STAT

RTU

MOD

HVAC

HTR

EXH

CUH

BTUH

BTU

BLR

AHU

HVAC

RD ROAD

WATER

UNDERGROUND TELEPHONE

UTILITY POLE

UNDERGROUND ELECTRIC

TOP OF

STORM WATER

SANITARY SEWER

PROPERTY LINE

OVERHEAD TELEPHONE

OVERHEAD ELECTRIC

MANHOLE

LOW POINT

HIGH POINT

GRAVEL

GROUND

GRADE

FINISHED FLOOR ELEVATION

ELEVATION

DEPTH

CLEAR

BOTTOM OF

BENCHMARK

AVENUE

ASPHALT

T.O.

B.O.

WTR

P/L

LPT

HPT

GVL

GRD

FFE

ELEV

CLR

AVE

ASPH

YD YARDS

CIVIL

WELDED WIRE FABRIC

WATERPROOFING

WOOD DOOR

WOOD

WALLBOARD

WITHOUT

WITH

WIDTH

WEST

VERTICAL

VINYL COMPOSITE TILE

VINYL ASBESTOS TILE

UNLESS NOTED OTHERWISE

TYPICAL

TREATED

THROUGH

TERRAZZO

TEMPORARY

TANGENT

TONGUE & GROOVE

TOP & BOTTOM

TREAD

SYSTEM

SUSPENDED/SUSPENSION

SURFACE

SUPERVISOR

SUPERINTENDENT

STAIRWAY

STORAGE

STANDARD

STAINLESS STEEL

SQUARE

SPEAKER

SPECIFICATION

SEAMLESS

SLIDING DOOR

SKYLIGHT

SIMILIAR

SHEET

SQUARE FOOT

SECTION

SIDING

SCHEDULE

SOUTH

ROOM

RIGHT HAND

ROOFING

REVISION

REQUIRED

REINFORCED

REFRIGERATOR

RISER

RADIUS

QUARRY TILE FLOOR

PARTITION

PAINTED

POINT

PROJECT

PREFABRICATED

PAIR

PORCELAIN

PAINT

PANEL

WWF

WTRPRF

WDR

WBD

W/O W/ W W

VERT

VCT

VAT

UNO

TYP

TRTD

THRU

TER

TEMP

TAN

T & G T & B T

SYS

SUSP

SURF

SUPVR

SUPT

STWY

STOR

STD

SPKR

SPEC

SMLS

SLDR

SKY

SIM

SHT

SEC

SDG

SCHD

SACT

RFG

REV

REQD

REINF

REFRG

QTF

PTN

PTD

PROJ

PREFAB

PORC

PNT

PNL

IN INCHES

EPDM

EIS ENVIROMENTAL IMPACT STUDY

E & S EROSION & SEDIMENTATION

LF LINEAR FOOT

PLYWOOD

PLASTER

PERFORATED

OPPOSITE

OPENING

OVERHEAD DOOR

OPPOSITE HAND

OFFICE

OUTSIDE DIAMETER

ON CENTER

OVERALL

NOT TO SCALE

NOISE REDUCTION

NUMBER

NOT IN CONTRACT

NOT APPLICABLE

NEW

MOUNTING

METAL LATH & PLASTER

MOLDING

METAL LATH

METAL

MISCELLANEOUS

MINIMUM

MANANGER

MANUFACTURER

MEZZANINE

MEMBRANE

MAXIMUM

MATERIAL

MAINTENANCE

LIGHT

LINEAR

LIBRARY

LEFT HAND

LENGTH

LAMINATE

LABORATORY

JOIST

INTERIOR

INSULATION

THAT IS

INSIDE DIAMETER

HEIGHT

HORIZONTAL

HOLLOW METAL DOOR

HOLLOW METAL

HARDWARE

HIGH

GYPSUM

GYPSUM WALLBOARD

GROUND

GLASS

GARAGE

FURNITURE

FOOTING

FOOT

FLOORING

FLOOR

FLANGE

FLEXIBLE

FLASHING

FINISH

FINISHED FLOOR

FIBERBOARD

FABRICATE

PLYWD

PLAS

PERF

OPP

OPNG

OHDR

OFC

NTS

NRC

NIC

MTG

MLP

MLDG

MET

MISC

MIN

MGR

MFR

MEZZ

MEMB

MAX

MATL

MAINT

LIN

LIB

LAM

LAB

JST

INTR

INSUL

HORIZ

HMD

HDWE

GYP

GWB

GRD

GAR

FURN

FTG

FRP

FLRG

FLR

FLG

FLEX

FIN

FBD

FAB

ARCHITECTURAL & ENGINEERINGA & E

EXTERIOR

EXPANSION

EXISTING

EQUIPMENT

EQUAL

ENTRANCE

ELEVATOR

EACH

EXISTING

DRAWING

DISHWASHER

DOWN SPOUT

DOOR

DEMOUNTABLE PARTITION

DOWN

DAMP PROOFING

DIVISION

DIMENSION

DIAMETER

DIAGONAL

DETAIL

DEPARTMENT

DEGREE

DOUBLE

CUBIC YARD

CENTER

COATED

COUNTERSINK

CURVED

CONTRACTOR

CONSTRUCTION

COMPOSITION

COMPANY

CONCEALED

CLOSET

CEILING

CENTER LINE

CERAMIC TILE

CERAMIC

COILING DOOR

CARPET

CAPACITY

CABINET

BASEMENT

BOTH SIDE

BASE PLATE

BUILDING

BETWEEN

BOARD

BALCONY

BOTTOM

ALERNATE WORK ITEM

AVERAGE

ASSEMBLY

ASSISTANT

ASSOCIATION

ASPHALT ROOF SHINGLES

ASBESTOS

ARCHITECTURAL

ALTERNATE

ALUMINUM

ABOVE FINISHED FLOOR

ADJACENT

ADDITIONAL

ACOUSTIC

ABOVE

EXT

EXP

EXIST

EQUIP

ENTR

ELEV

EIFS

DWG

DMPF

DIV

DIM

DIA

DGL

DET

DEPT

DEG

DBL

CU.YD.

CTR

CTD

CSK

CRV

CONTR

CONSTR

COMP

CNCL

CLO

CLG

CER TILE

CER

CDR

CARP

CAP

CAB

BSMT

BLDG

BETW

BALC

AWI

AVG

ASSY

ASST

ASSOC

ASPHRS

ASB

ARCH

ALT

AFF

ADJ

ADDL

ACST

ABV

ARCHITECTURAL

BELOW GRADEB.G.

BUREAU OF FACILITIES & ENGINEERING BFE

CONTRACTING OFFICE REPRESENTATIVECOR

GOVERNMENT INSPECTORGI

ENVIRONMENTAL DIVISION (BLDG. (0-11)BFE-ENV

SUPPLY AIRSA

RETURN REGISTERRR

SUPPLY REGISTERSR

FORT INDIANTOWN GAPFTIG

CARBON DIOXIDE

TRAINING SITE FACILITY ENGINEERS

(BLDG 11-12)

PURCHASING & CONTRACTING

(BLDG 0-47)

HEATING, VENTILATION &

AIR CONDITIONING

AUTOMATIC TEMPERATURE

CONTROL

SUSPENDED ACOUSTICAL

CEILING TILE

ETHYLENE-PROPYLENE-

DIENE-MONOMER

FIBERGLASS-REINFORCED

PLASTIC

EXTERIOR INSULATION &

FINISHING SYSTEM

2,097 SF/200 GROSS 11 OCC.

64'-10 3/4" SEPARATION

DISTANCE < 84'-8", COMPLIES

84'-8"

155 SF/300 GROSS 1 OCC.

RESIDENTIAL MECHANICAL ROOM

G.1.1

11'-3" 46'-6"

TO CORRIDOR

TO EXIT<75', COMPLIES

27"

135 OCC

5 PPL

32"

160 OCC

6 PPL

32"

160 OCC

6 PPL

52"

260 OCC

1 PPL

K-6710WHITBYC_SINKSCAST IRON

2,288 SF/200 GROSS 12 OCC.

RESIDENTIAL

FEFE

27"

135 OCC

12'-9" 57'-3"

TO CORRIDOR

TO EXIT<75',

COMPLIES

1. DO NOT SCALE THE DRAWINGS. FIGURED

DIMENSIONS TAKE PRECEDENCE OVER SCALED

DIMENSIONS.

2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS

RELATED TO THE WORK AND NOTIFY THE ARCHITECT OF

ANY DISCREPANCIES BEFORE PROCEEDING WITH EITHER

FABRICATION OR INSTALLATION OF THE WORK.

3. CONTRACTOR SHALL BE AWARE THAT ALL DRAWINGS

PROVIDED FOR THIS PROJECT ARE DIAGRAMMATIC IN

NATURE AND REQUIRE FIELD VERIFICATION FOR ACTUAL

SITE CONDITIONS THAT WILL EFFECT PROJECT EXECUTION,

EXACT QUANTITIES AND DETAILS. THE CONTRACTOR

SHALL NOTIFY THE ARCHITECT IMMEDIATELY SHOULD

EXISTING CONDITIONS PROHIBIT EXECUTION OF THE

DESIGN INTENT OF THE DRAWINGS. ANY ADDITIONAL

WORK, INCLUDING DEMOLITION AND REMOVAL RESULTING

FROM THE FAILURE TO NOTIFY THE ARCHITECT, WILL BE

AT THE CONTRACTOR'S EXPENSE.

2. ALL WORK SHALL CONFORM TO ALL ORDINANCES AND

CODES AS ADOPTED AND AMENDED BY THE

TOWNSHIP/BOROUGH. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR IDENTIFICATION AND COMPLIANCE WITH

ALL CODES AND ORDINANCES APPLICABLE TO THIS WORK.

3. ALL CONTRACTORS SHALL COORDINATE THEIR WORK

AND COOPERATE WITH OTHER TRADES. GENERAL

CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION

OF ALL WORK PERFORMED BY ALL TRADES, INCLUDING

WORK BY CONSULTANTS, CONTRACTORS AND

SUBCONTRACTORS SELECTED BY THE OWNER.

4. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR

INSTALLING ALL NECESSARY BLOCKING, SHIMS, AND

BACKING FOR THEIR OWN WORK AND INSTALL ALL

PRODUCTS IN ACCORDANCE WITH APPROVED

MANUFACTURER SPECIFICATIONS AND

RECOMMENDATIONS, AND IN ACCORDANCE WITH INDUSTRY

STANDARDS.

5. IN THE EVENT OF A CONFLICT OR DISCREPANCY IN

THE DRAWINGS, THE PRIORITY OF INTERPRETATION SHALL

BE: SCHEDULES, NOTES, LARGE SCALE DRAWINGS (IE:

DETAILS), SMALL SCALE DRAWINGS (IE: FLOOR PLANS,

ELEVATIONS).

6. ARCHITECTURAL DRAWINGS SHALL HAVE

PRECEDENCE OVER ALL OTHER DRAWINGS UNLESS

NOTICE IS GIVEN BY THE ARCHITECT. THE ORDER OF

PRECEDENCE SHALL BE: ARCHITECTURAL, STRUCTURAL,

MECHANICAL, PLUMBING, ELECTRICAL.

5. THE JOB SITE SHALL BE MAINTAINED IN A NEAT AND

ORDERLY CONDITION AND KEPT FREE FROM

ACCUMULATIONS OF WASTE MATERIALS AND RUBBISH

DURING THE ENTIRE CONSTRUCTION PERIOD.

6. EACH CONTRACTOR SHALL PROVIDE WASTE

CONTAINERS/ DUMPSTERS ON SITE FOR DISPOSAL OF

THEIR OWN EXCESS MATERIALS AND WASTE. IT IS THE

RESPONSIBILITY OF EACH CONTRACTOR TO DISCARD

WASTE/DEBRIS INTO THEIR DUMPSTERS. CONTRACTOR

SHALL BE RESPONSIBLE FOR KEEPING THE JOB SITE CLEAN

AND ORDERLY ON A DAILY BASIS.

7. THE OMISSION OF EXPRESSED REFERENCE IN THE

DRAWINGS TO ANY ITEM OF LABOR OR MATERIAL

NECESSARY FOR THE PROPER EXECUTION OF THE WORK

IN ACCORDANCE WITH PRESENT GOOD PRACTICE OF THE

TRADE SHALL NOT RELIEVE THIS CONTRACTOR FROM

PROVIDING, AT NO COST, SUCH ADDITIONAL LABOR AND

MATERIALS UNDER THIS CONTRACT.

8. PROVIDE TEMPORARY CLOSURES, COVERS AND

BARRIERS AS REQUIRED TO MAINTAIN SECURITY; TO

PREVENT AIR, DUST AND WATER INFILTRATION; TO RETARD

HEAT LOSS OR GAIN AS THE SEASON DICTATES; AND TO

PROTECT PERSONS, THE WORK, THE OWNER'S PROPERTY

AND THE PROPERTY OF OTHERS.

9. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO

ENSURE THAT ALL CONTAMINATED WASTE IS PROPERLY

DISPOSED OFF.

10. PER R302.11: IN COMBUSTIBLE CONSTRUCTION,

FIREBLOCKING SHALL BE PROVIDED TO CUT OFF BOTH

VERTICAL AND HORIZONTAL CONCEALED DRAFT

OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER

BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE

ROOF SPACE. FIREBLOCKING SHALL BE PROVIDED IN

WOOD-FRAMED CONSTRUCTION IN THE FOLLOWING

LOCATIONS:

GENERAL NOTES

PA DEPARTMENT OF MILITARY & VETERANS' AFFAIRS

PROJECT INFORMATION

PROPERTY OWNER:

BARRACK 4-101FACILITY NAME:

FORT INDIANTOWN GAPSTREET ADDRESS:

CITY, STATE, ZIP CODE:

UNION TOWNSHIPMUNICIPALITY/TOWNSHIP:

LEBANONCOUNTY:

BUILDING 0-47, FORT INDIANTOWN GAPSTREET ADDRESS:

ANNVILLE, PENNSYLVANIA, 17003CITY, STATE, ZIP CODE:

UNION TOWNSHIPMUNICIPALITY/TOWNSHIP:

LEBANONCOUNTY:

R-1OCCUPANCY CLASSIFICATION:

SHORT-TERM SLEEPING UNITSINTENDED FACILITY USE:

-TAX MAP NUMBER:

DEED BOOK AND PAGE NUMBER: -

CODE COMPLIANCE INFORMATION

APPLICABLE CODES:

IBC 2018

SECTION 303 OCCUPANCY CLASSIFICATION:

SECTION 602 CONSTRUCTION TYPE: TYPE V-B

TABLE 503 HEIGHT: ALLOWED: 2 STORIES (40') PROVIDED: 2 STORIES (25')

FIRE RESISTANCE RATED CONSTRUCTION:

TABLE 601 FIRE RESISTANCE RATING REQUIREMENTS FOR: TYPE V-B

0-HOURSTRUCTURAL FRAME:

0-HOURBEARING WALLS EXTERIOR:

0-HOURBEARING WALLS INTERIOR:

0-HOURNON-BEARING WALLS EXTERIOR:

NON-BEARING WALLS INTERIOR:

FLOOR CONSTRUCTION:

0-HOURROOF CONSTRUCTION:

SECTION 706 FIRE BARRIERS:

SHAFT ENCLOSURES:SECTION 714

SECTION 903 FIRE PROTECTION

FIRE EXTINGUISHERS

FIRE ALARM & DETECTION SYSTEM:

SECTION 708 FIRE PARTITIONS:

SECTION 711.2.4.3 HORIZONTAL ASSEMBLIES:

EXEMPT PER 2018 PA EBC, 803.2.2

1 HR IN DWELLING UNITS AND SLEEPING UNITS

AREA: ALLOWED: 7,000 SF PROVIDED: 4,780 SF

MANUAL FIRE ALARM REQUIRED; AUTOMATIC SMOKE SYSTEM

WITH SINGLE OR MULTIPLE STATION SMOKE ALARMS ARE

REQUIRED IN ALL CORRIDORS AND SLEEPING ROOMS

AUTOMATIC SPRINKLER INCREASE N/A504.2

AUTOMATIC SPRINKLER INCREASE N/A506.3

TABLE 602 FIRE SEPARATION DISTANCE: TYPE V-B CONSTRUCTION , >/= 30'-0" 0-HOUR

1 HR @ WALLS AND CEILING

UNIFORM CONSTRUCTION CODE, 2018 IBC, 2018 INTERNATIONAL MECHANICAL CODE, 2018 INTERNATIONAL PLUMBING CODE, 2018 ICC ELECTRICAL CODE, 2018 INTERNATIONAL ENERGY CONSERVATION CODE, ICC/ANSI A117.1-1998.

R-1 – SLEEPING UNITS FOR NO LONGER THAN 30 DAYS

0-HOUR

SECTION 716 DOOR RATING: 1/3 HR - CONFIRM

SECTION 1020.5.1 CORRIDOR RATING: 1 HR

5ACLIMATE ZONE:

ANNVILLE, PENNSYLVANIA, 17003

1HR

SECTION 1021 EGRESS BALCONY FIRE SEPARATION 1 HR

SECTION 1023 INTERIOR FINISHES (NON-SPRINKLERED):

INTERIOR EXIT STAIRWAYS AND RAMPS AND EXIT PASSAGEWAYS A

CORRIDORS, ENCLOSURES FOR EXIT ACCESS STAIRWAYS AND RAMPS

ROOMS AND ENCLOSED SPACES

SECTION 906

SECTION 907

TYPE 2A EXTINGUISHER REQUIRED ON EACH FLOOR WITHIN

75 FT OF TRAVEL EVERY 11,250 SF

MEANS OF EGRESS

SECTION 1004 OCCUPANCY LOAD 24 PPL

SECTION 1006 NUMBER OF EXITS REQUIRED 2

SECTION 1010 DOOR CLEAR WIDTH REQUIRED 32", EXIST. OK PER IEBC 805.2 W/APPROVAL OF CODE OFFICIAL

SECTION 1011 STAIR WIDTH 36" REQUIRED, 44" PROVIDED

SECTION 1020 CORRIDOR WIDTH 36" REQUIRED, 48" PROVIDED

SECTION 1023 STAIR FIRE BARRIER ENCLOSURE

ACCESSIBILITY N/A

INTERIOR ENVIRONMENT

SOUND TRANSMISSION BETWEEN DWELLING UNITS AND PUBLIC SPACES STC 50

REQUIRED HABITABLE SPACES AND CORRIDORS CEILING HEIGHT 7' 0" A.F.F. (7' 6" FOR NEW CONSTR)

INTERNATION ENERGY CONSERVATION CODE

ATTIC INSULATION VALUE

WALLS INSULATION VALUE

FLOOR INSULATION VALUE

R-49

R-13+R-7ci OR R-20+R-3.8ci

R-30

SECTION 1020.5.1 CORRIDOR CEILING FIRE PROTECTION RETURN AIR PLENUM IN CORRIDOR IS NOT ALLOWED

FIRE PROTECTION BETWEEN R1 AND MECH.RM. N/A 509

IEBC 801.3.4

IEBC 907.1

1 HR @ STAIR ENCLOSURE; EXIST. OK PER IEBC 805.2

W/APPROVAL OF CODE OFFICIAL

1 HR, EXIST. OK PER IEBC 805.2 W/APPROVAL OF CODE

OFFICIAL

36" CLEAR EGRESS WIDTH

EXIT CAPACITY

ACTUAL DESIGN LOAD

TRAVEL DISTANCE AND

ROUTE OF EXIT ACCESS

FROM POINT IN SPACE TO

CORRIDOR

FIRE EXTGR. - SURFACE

MOUNTED

FIRE PARTITION - 1HR

FEC FIRE EXTGR. - CABINET

EXIT SIGN W / EMERGENCY

LIGHT WALL PACK

EXIT SIGN (DIRECTIONAL)

EMERGENCY LIGHT FIXTURE

(EXTERIOR)

SUITE111

111 SF 1 OCC.

NO. ROOM NAME

SF NO. OF PPL

XX OCC

XX PPL

XX'-XX"

TRAVEL DISTANCE FROM

POINT IN SPACE TO EXIT

XX'-XX"

TO CORRIDOR

TO EXIT

EXIT SIGN

NOTE: NOT ALL SYMBOLS MAY BE USED

LIFE SAFETY LEGEND

RESIDENTIAL

USE AREA, SF OCC. LOAD

FACTOR

MECHANICAL

4,385

200 GROSS

OCC. LOAD

1300 GROSS

1HR-RATED

VERTICAL

ASSEMBLY,

SEE A.2.1 FOR

PARTITION

TYPES

SCALECHECKED BY

DRAWING NO.DRAWN BY DATE

DESCRIPTION

Professional's Signature DateProfessional's Signature Date

DESIGN PROFESSIONALS:

OFFICE OF FACILITIES AND ENGINEERING

BUREAU OF DESIGN AND PROJECT MANAGEMENT

BUILDING 0-10, CHAPEL ROAD, FORT INDIANTOWN GAP

ANNVILLE, LEBANON COUNTY, PENNSYLVANIA

DATENO.

COMMONWEALTH OF PENNSYLVANIA

DEPT. OF MILITARY AND VETERANS' AFFAIRS

ANNVILLE, PENNSYLVANIA 17003

DMVA PROJECT NO.:

REVISIONS

42220119

FTIG BLDG 4-101

WW2 RENOVATION

AREA 4 - FORT INDIANTOWN GAP,

ANNVILLE, LEBANON COUNTY, PA 17003

PROJECT INFO

AK 2025.05.09

#### AS NOTED

G.1.1

SCALE:1 LIFE SAFETY 1ST FLOOR PLAN

1/8"=1'-0"

SCALE:2 LIFE SAFETY 2ND FLOOR PLAN

1/8"=1'-0" SCALE:3 SECTION

1/8"=1'-0"

OCCUPANCY LOAD CALCULATIONS

ADA

PLUMBING FIXTURE CALCULATIONS

REQ. PROV.

FEMALE

REQ. PROV.

MALE

REQ. PROV.

WATER CLOSETS

URINALS

LAVATORIES

WATER FOUNTAINS

SHOWERS

SERVICE SINK

1/UNIT 3 1/UNIT 3

- 2 - -

1/UNIT 3 1/UNIT 3

1 1

PENNDOT STANDARD GUIDE RAIL

TREE

BENCHMARK

447.75

[450]

CONCRETE HATCH

FIRE HAYDRANT

UTILITY POLE

FLOW ARROW

BENCHMARK ELEVATION

SPOT ELEVATION

MANHOLE

WATER VALVE

ELECTRIC - UNDERGROUND

WATER LINE

SANITARY SEWER

SITE / CIVIL LEGEND

POLE MOUNTED AREA LIGHTING

FENCELINE

COMMUNICATION - UNDERGROUND

NATURAL GAS

WATERLINE CURB STOP

STORM SEWER

STORM INLET

ELECTRIC - OVERHEAD

YCO SANITARY YARD CLEAN OUT

T ELECTRICAL TRANSFORMER W/ VAULT

G GENERATOR

BENCHMARK

447.75

YCO

EXISTING PROPOSED

CONTOUR LINE

CC COMMUNICATIONS MANHOLE

E ELECTRIC PULL-BOX

BOLLARD

MH-SAN (EXG)

RIM = XXX.XX'

INV = XXX.XX'

MH-SAN (NEW)

RIM = XXX.XX'

INV = XXX.XX'

GAS VALVEG G

IRON PIN FOUND

IRON PIN SET (TO BE SET)

CONCRETE MONUMENT FOUND

CONCRETE MONUMENT SET

STONE PILE

BERNSTEIN MONUMENT

BLDG. 4-101

(F.F.E. @ MAIN ENTRANCE = 454.90')

(2,400 S.F.)

BLDG. 4-102

BLDG. 4-100

EXG. GRAVEL DRIVE

. G R

D R

. G R

D R

. R

S W

YCO

MH-SAN (EXG)

RIM = 447.88'

INV = 438.63'

EXG. HVAC UNITS

EXG

. 10" T.C

UNKNOWN?

6" SCH. 40 SOLID PVC PIPE

6" UNDER DRAIN

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

BUILDING 0-10, CHAPEL ROAD, 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

42220119

FIG BLDG 4-101

WW2 RENOVATION

BLDG. 4-101, MAPLE STREET

UNION TWP, LEBANON CO., ANNVILLE, PENNSYLVANIA

STORMWATER PLAN

R. DAUTRICH 3/25/25

K. LLOYD 1"= 10'

C.1.0

BUILDING 4-101 RENOVATION - SITE PLAN

SCALE: 1" = 10'

10' 5' 0' 10' 20'SCALE IN FEET

LOCATION MAP

SCALE: 1" = 2,000'

PROJECT SITE

U-DRAIN DETAIL

EXG. GRADE VARIES

AASHTO #3

6" HDPE U-DRAIN, MIN 1.0 %

SLOPE

1' 9"

EXG. GRAVEL

EXG. SUBGRADE

NTS

CAST IRON DOWNSPOUT BOOT DETAIL

NTS

STANDARD CONSTRUCTION DETAIL #33

Riprap Aprons at Pipe Outlets with Flared End Sections

GEOTEXTILE

OUTLET

NO.

PIPE

DIA

(IN)

SIZE

(R-_)

THICK.

(IN)

LENGTH

(FT)

INITIAL

WIDTH

Aiw

(FT)

TERMINAL

WIDTH

Atw

(FT)

RIPRAP APRON

Aiw

Atw

Y Y

PLAN VIEW

SECTION Y-Y

SECTION Z-Z

<0% SLOPE>

GEOTEXTILE

FES #1 6" 4 12" 6' 3' 6'

RIP-RAP APRON DETAIL

NTS

AutoCAD SHX Text N

SUITE

MECH. ROOM

ENTRY

SUITE

CORRIDOR

KITCHENETTE

EXIST. TIMBER

POSTS TO REMAIN

THROUGHOUT, TYP.

EXIST. TIMBER

POSTS TO REMAIN

THROUGHOUT, TYP.

(E) HVAC

(E)

HWH

(E) EXTERIOR FINISH,

SHEATHING, AND 2X

EXTERIOR WALL FRAMING

TO REMAIN, TYP.

A.1.1

(E) DRAIN

RESTROOM

(E) CONCRETE

CURB TO

REMAIN, TYP.

(E) STAIR

EXIST.

LOAD-BEARING

BEAMS TO REMAIN

THROUGHOUT, TYP.

COMMON AREA

SUITE

KITCHENETTE

RESTROOM

SUITE

STORAGE

CORRIDOR

LINE OF BROW ROOF

BELOW, TYP.

A.1.1

CLCL

(E) STAIR

(E) WALL

AND POST

TO REMAIN

EXISTING WALL / PARTITION

FRAMING TO REMAIN

EXISTING STUD WALL /

PARTITION TO BE REMOVED

DEMO LEGEND

EXISTING DOOR TO REMAIN

EXISTING DOOR AND

FRAME TO BE REMOVED

EXTENT OF PLYWOOD

SUBFLOOR TO BE

REMOVED

GENERAL DEMOLITION NOTES

1. DEMOLITION DRAWINGS ARE FOR GENERAL

PURPOSES ONLY, AND DO NOT INDICATE ALL

DEMOLITION REQUIREMENTS. REFER TO THE KEYED

NOTES, GENERAL NOTES, DRAWING NOTES AND

SPECIFICATIONS TO DETERMINE THE FULL SCOPE

AND PARTICULARS OF REMOVAL REQUIREMENTS.

ACTUAL FIELD CONDITIONS ARE TO BE VERIFIED.

2. REMOVAL OF ALL EXISTING DOORS, WINDOWS,

PARTITIONS AND OTHER BUILDING ELEMENTS IS AS

INDICATED BY EITHER DASHED LINES, GENERAL

NOTES, KEYED NOTES AND/OR DRAWING NOTES.

3. REFER TO MEP AND CIVIL DRAWINGS FOR

ADDITIONAL DEMOLITION ITEMS.

4. REFER TO DESIGN DRAWINGS, SCHEDULES, ETC. FOR

ITEMS ANNOTATED OR SPECIFIED TO BE SALVAGED

BEFORE ANY SELECTIVE DEMOLITION OCCURS.

5. DEMOLITION AND REMOVAL PRACTICES SHALL BE

PERFORMED IN ACCORDANCE WITH AUTHORITIES

HAVING JURISDICTION. CONTRACTOR SHALL BE

RESPONSIBLE FOR ALL MATERIALS REMOVED

DURING DEMOLITION. CONTRACTOR SHALL

PROPERLY DISPOSE OF ALL REMOVED MATERIALS

OFF-SITE, INCLUDING CONTAMINATED MATERIALS.

6. IF THE DEMOLITION PROCESS RESULTS IN AN

UNSAFE WORKING ENVIRONMENT, STOP WORK

IMMEDIATELY IN THAT AREA AND NOTIFY THE

APPROPRIATE AUTHORITIES AS WELL AS THE CLIENT

AGENCY AND THE PROFESSIONAL PRIOR TO

PROCEEDING.

7. PROVIDE LIFE SAFETY SYSTEMS INCLUDING, BUT NOT

LIMITED TO TEMPORARY LIGHTING, BARRICADES,

GUARD RAILS, AND VENTILATION SYSTEMS

REQUIRED BY LOCAL, STATE, AND FEDERAL (OSHA)

REGULATIONS.

8. PROVIDE TEMPORARY STRUCTURAL SHORING AS

REQUIRED FOR CONDITIONS REQUIRING

SUPPLEMENTAL SUPPORT UNTIL PERMANENT

STRUCTURAL SYSTEMS OR MODIFICATIONS ARE IN

PLACE.

9. AS WASTE MATERIAL IS GENERATED, IMMEDIATELY

SORT AND PLACE IN THE APPROPRIATE WASTE

AND/OR RECYCLING COLLECTION BIN. WASTE

MATERIALS SHALL BE DISPOSED OF LEGALLY.

10. PROTECT EXISTING ON-SITE AND OFF-SITE

CONSTRUCTION THAT IS DESIGNATED TO REMAIN,

FOR EXAMPLE: PAVING, SIDEWALKS, FINISH

MATERIAL, WINDOWS, ALARM SYSTEMS, PLUMBING,

HVAC, ELECTRICAL, SPRINKLERS, LANDSCAPE

FEATURES, MONUMENTS, LANDSCAPING, ETC.

11. UPON THE START OF CONSTRUCTION,

CONTRACTORS SHALL VERIFY ALL PRESENT FIELD

CONDITIONS AND NOTIFY THE PROFESSIONAL OF

ANY DISCREPANCIES BEFORE PROCEEDING WITH

WORK.

12. MAINTAIN THE ENTIRE BUILDING ENVELOPE AS

WEATHERTIGHT DURING REMOVALS OF ROOF

EQUIPMENT, WINDOWS, DOORS AND REROOFING.

DAMAGE CAUSED BY ANY CONTRACTOR'S FAILURE

TO MAINTAIN BUILDING AS WEATHERTIGHT SHALL BE

RESOLVED ACCORDING TO THE GENERAL

CONDITIONS OF THE CONTRACT FOR

CONSTRUCTION.

13. EXISTING WINDOWS, EXTERIOR DOORS, LOUVERS,

FIXED PANELS, ETC NOT SCHEDULED FOR

DEMOLITION SHALL REMAIN. TEMPORARY WEATHER

BARRIERS ARE TO BE PROVIDED WHERE NEW

OPENINGS TO THE EXTERIOR ARE CREATED AS A

RESULT OF DEMOLITION ACTIVITIES.

14. ALL ITEMS SCHEDULED TO BE DEMOLISHED OR

REMOVED SHALL BE REMOVED IN THEIR ENTIRETY,

INCLUDING ANY ASSOCIATED FRAMING, BLOCKING,

ANCHORS, FURRING, AND EMBEDS. PROVIDE

REMOVAL OF ANY INTERFERING ELEMENTS

REMAINING THAT WE PREVENT INSTALLATION OF

RENOVATIONS OR NEW CONSTRUCTION ITEMS.

14. ITEMS CONCEALED WITHIN OR ABOVE EXISTING

FEATURES SCHEDULED FOR REMOVAL OR

DEMOLITION (SUCH AS ABOVE CEILINGS OR WITHIN

WALLS) SHALL BE REMOVED AS WELL, UNLESS

INDICATED OTHERWISE.

15. SEQUENCE DEMOLITION ACTIVITIES WITH THE

HAZMAT MATERIAL REMOVALS THAT HAVE BEEN

IDENTIFIED NEEDING TO TAKE PLACE.

15. FACILITY USERS WILL BE RESPONSIBLE FOR THE

TEMPORARY RELOCATION OF ALL EXISTING

FURNITURE, APPLIANCES, STATIC DISPLAYS, ETC.

FROM ROOMS SLATED FOR IMPROVEMENTS.

CONTRACTOR, PROJECT MANAGER AND FACILITY

USER REPRESENTATIVE(S) SHALL COORDINATE ALL

WORK SO NOT TO DELAY AND/OR BURDEN

CONTRACTOR AND ALLOW WORK TO BE COMPLETED

IN THE ALLOTTED TIME DETAILED WITHIN THE

PROJECT DOCUMENTS.

16. ALL REMOVED FOR SALVAGE ACCESSORIES ARE

TO BE TURNED OVER TO GOVERNMENT PROJECT

REPRESENTATIVE.

17. ALL WORK IS TO BE COORDINATED WITH OTHER

PRIME CONTRACTORS. PLUMBING CONTRACTOR (.3)

SHALL BE CONTACTED PRIOR TO DEMOLITION SO

THAT ALL EXISTING PIPING, VALVES, ETC. CAN BE

PROPERLY PROTECTED AS NEEDED FOR NEW

FIXTURE INSTALLATION.

SCALECHECKED BY

DRAWING NO.DRAWN BY DATE

DESCRIPTION

Professional's Signature DateProfessional's Signature Date

DESIGN PROFESSIONALS:

OFFICE OF FACILITIES AND ENGINEERING

BUREAU OF DESIGN AND PROJECT MANAGEMENT

BUILDING 0-10, CHAPEL ROAD, FORT INDIANTOWN GAP

ANNVILLE, LEBANON COUNTY, PENNSYLVANIA

DATENO.

COMMONWEALTH OF PENNSYLVANIA

DEPT. OF MILITARY AND VETERANS' AFFAIRS

ANNVILLE, PENNSYLVANIA 17003

DMVA PROJECT NO.:

REVISIONS

42220119

FTIG BLDG 4-101

WW2 RENOVATION

AREA 4 - FORT INDIANTOWN GAP,

ANNVILLE, LEBANON COUNTY, PA 17003

DEMO FLOOR PLANS

AK 2025.05.09

#### AS NOTED

A.1.0

SCALE:1 1ST FLOOR DEMOLITION PLAN

1/4"=1'-0"

TYP.

D10

SCALE:2 2ND FLOOR DEMOLITION PLAN

1/4"=1'-0"

D11

D13

D14

TYP.

D1 TYP.

DEMOLITION NOTES BY NUMBER

EXIST. FRAMING TO BE REMOVED AS SHOWN;

MOLD-CONTAMINATED WOOD TO BE PROPERLY

DISPOSED OFF-SITE. EXIST. TIMBER POSTS TO REMAIN

THROUGHOUT.

ALL EXIST. SUBFLOOR INCLUDING SHEATHING TO BE

REMOVED THROUGHOUT 1ST FLOOR DOWN TO FLOOR

JOISTS; MOLD-CONTAMINATED OSB TO BE PROPERLY

DISPOSED OFF-SITE.

EXIST. HOT WATER HEATER TO BE

REMOVED/RELOCATED BY PLUMBING CONTRACTOR .3,

SEE PLUMBING DRAWINGS FOR MORE DETAILS.

EXIST. HVAC DUCTWORK, ALL ASSOCIATED DIFFUSERS ,

AND EQUIPMENT TO BE REMOVED BY MECHANICAL

CONTRACTOR .2, SEE MECH. DRAWINGS FOR DETAILS.

EXIST. STAIR TREADS TO BE REMOVED AND REPLACED

WITH EQUAL, SEE FINISH SCHEDULE FOR DETAILS.

EXISTING PLUMBING TO BE TEMPORARILY CAPPED AND

PREPARED TO BE RELOCATED BY PLUMBING

CONTRACTOR .3, SEE PLUMBING DRAWINGS FOR

DETAILS.

REMOVE EXIST. GWB, INSPECT EXIST. FRAMING FOR

WATER DAMAGE. REPLACE AND REPAIR DAMAGED

FRAMING AS NEEDED.

EXISTING STEP TO BE REMOVED AND AREA TO BE

PREPARED TO RECEIVE NEW RAISED FLOOR.

EXIST. SUBFLOOR TO BE CLEANED AND REPAIRED AS

NEEDED TO PREPARE FOR NEW FLOOR FINISH, SEE

FINISH SCHEDULE FOR DETAILS.

EXIST. PLUMBING LEAK TO BE REPAIRED AS NEEDED BY

PLUMBING CONTRACTOR .3, EXIST. WALL TO BE

INSPECTED FOR WATER DAMAGE. IN THE CASE OF

DAMAGE, WALL TO BE REFRAMED OR REPAIRED AS

NEEDED.

EXISTING LAVATORY AND WATER CLOSET PLUMBING TO

REMAIN IN EXISTING LOCATIONS. PLUMBING LINES TO

BE TEMPORARILY CAPPED BY PLUMBING CONTRACTOR

.3 UNTIL READY FOR NEW FIXTURES INSTALL. SEE

PLUMBING DRAWINGS FOR DETAILS.

PART OF EXISTING SUBFLOOR TO BE REMOVED TO

PREPARE FOR NEW OPENING FRAMING, SEE

STRUCTURAL DRAWINGS FOR DETAILS.

EXIST. ELEC. WIRING AND OUTLETS TO BE REMOVED BY

ELECTRICAL CONTRACTOR .4, SEE ELEC. DRAWINGS

FOR DETAILS.

EXIST. WALL BATT INSULATION AT INTERIOR WALLS TO

REMAIN. IF NECESSARY TO REMOVE FOR NEW MEP

SYSTEM INSTALLATION, THE INSULATION TO BE

REMOVED, SALVAGED AND REINSTALLED LATER IN

SAME LOCATION.

D14

D11

D10

D2 D4

TYP.

D2 D4

TYP.

D14

TYP.

D2 D4

TYP.

D9D4

D14

TYP.

D9D4

D14

TYP.

D9D4

D14

TYP.

D9D4

D13

TYP.

D1 D1

D12

D13

D2 D4

TYP.

D13

PROJECT NORTH

AutoCAD SHX Text 12'-1 1/4"

AutoCAD SHX Text 12'-1"

AutoCAD SHX Text 7'-9"

AutoCAD SHX Text 56'-9 1/4"

AutoCAD SHX Text 17'-6"

AutoCAD SHX Text 4'-6"

AutoCAD SHX Text 9'-0"

AutoCAD SHX Text 19'-4"

AutoCAD SHX Text 10'-6 3/4"

AutoCAD SHX Text 79'-7"

AutoCAD SHX Text 28'-11"

AutoCAD SHX Text 14'-9"

AutoCAD SHX Text 11'-4 3/4"

AutoCAD SHX Text 7'-4"

AutoCAD SHX Text 68'-6 1/2"

AutoCAD SHX Text 12'-1 1/2"

AutoCAD SHX Text 12'-1 3/4"

AutoCAD SHX Text 9'-6 3/4"

AutoCAD SHX Text 9'-8 1/2"

AutoCAD SHX Text 9'-7"

AutoCAD SHX Text 9'-8 1/2"

AutoCAD SHX Text 9'-6 3/4"

AutoCAD SHX Text 10'-8 3/4"

AutoCAD SHX Text 9'-5"

AutoCAD SHX Text 19'-3 1/4"

AutoCAD SHX Text 10'-1 3/4"

AutoCAD SHX Text 9'-0 3/4"

AutoCAD SHX Text 9'-6 3/4"

AutoCAD SHX Text 9'-7 1/2"

AutoCAD SHX Text 9'-7"

AutoCAD SHX Text 9'-6"

AutoCAD SHX Text 79'-6 1/2"

AutoCAD SHX Text 28'-11"

4'-10"

LINE OF (E) BUILDING

WALL BELOW

(E) RIDGE CAP TO BE REMOVED,

ROOF TO BE PREPARED AS

NEEDED TO RECEIVE (N) VENTED

RIDGE CAP

(E) METAL PANEL

ROOF

(E) METAL PANEL

ROOF

REMOVE (E) GUTTER

- SIM.

GENERAL DEMOLITION NOTES

1. DEMOLITION DRAWINGS ARE FOR GENERAL

PURPOSES ONLY, AND DO NOT INDICATE ALL

DEMOLITION REQUIREMENTS. REFER TO THE KEYED

NOTES, GENERAL NOTES, DRAWING NOTES AND

SPECIFICATIONS TO DETERMINE THE FULL SCOPE

AND PARTICULARS OF REMOVAL REQUIREMENTS.

ACTUAL FIELD CONDITIONS ARE TO BE VERIFIED.

2. REMOVAL OF ALL EXISTING DOORS, WINDOWS,

PARTITIONS AND OTHER BUILDING ELEMENTS IS AS

INDICATED BY EITHER DASHED LINES, GENERAL

NOTES, KEYED NOTES AND/OR DRAWING NOTES.

3. REFER TO MEP AND CIVIL DRAWINGS FOR

ADDITIONAL DEMOLITION ITEMS.

4. REFER TO DESIGN DRAWINGS, SCHEDULES, ETC. FOR

ITEMS ANNOTATED OR SPECIFIED TO BE SALVAGED

BEFORE ANY SELECTIVE DEMOLITION OCCURS.

5. DEMOLITION AND REMOVAL PRACTICES SHALL BE

PERFORMED IN ACCORDANCE WITH AUTHORITIES

HAVING JURISDICTION. CONTRACTOR SHALL BE

RESPONSIBLE FOR ALL MATERIALS REMOVED

DURING DEMOLITION. CONTRACTOR SHALL

PROPERLY DISPOSE OF ALL REMOVED MATERIALS

OFF-SITE, INCLUDING CONTAMINATED MATERIALS.

6. IF THE DEMOLITION PROCESS RESULTS IN AN

UNSAFE WORKING ENVIRONMENT, STOP WORK

IMMEDIATELY IN THAT AREA AND NOTIFY THE

APPROPRIATE AUTHORITIES AS WELL AS THE CLIENT

AGENCY AND THE PROFESSIONAL PRIOR TO

PROCEEDING.

7. PROVIDE LIFE SAFETY SYSTEMS INCLUDING, BUT NOT

LIMITED TO TEMPORARY LIGHTING, BARRICADES,

GUARD RAILS, AND VENTILATION SYSTEMS

REQUIRED BY LOCAL, STATE, AND FEDERAL (OSHA)

REGULATIONS.

8. PROVIDE TEMPORARY STRUCTURAL SHORING AS

REQUIRED FOR CONDITIONS REQUIRING

SUPPLEMENTAL SUPPORT UNTIL PERMANENT

STRUCTURAL SYSTEMS OR MODIFICATIONS ARE IN

PLACE.

9. AS WASTE MATERIAL IS GENERATED, IMMEDIATELY

SORT AND PLACE IN THE APPROPRIATE WASTE

AND/OR RECYCLING COLLECTION BIN. WASTE

MATERIALS SHALL BE DISPOSED OF LEGALLY.

10. PROTECT EXISTING ON-SITE AND OFF-SITE

CONSTRUCTION THAT IS DESIGNATED TO REMAIN,

FOR EXAMPLE: PAVING, SIDEWALKS, FINISH

MATERIAL, WINDOWS, ALARM SYSTEMS, PLUMBING,

HVAC, ELECTRICAL, SPRINKLERS, LANDSCAPE

FEATURES, MONUMENTS, LANDSCAPING, ETC.

11. UPON THE START OF CONSTRUCTION,

CONTRACTORS SHALL VERIFY ALL PRESENT FIELD

CONDITIONS AND NOTIFY THE PROFESSIONAL OF

ANY DISCREPANCIES BEFORE PROCEEDING WITH

WORK.

12. MAINTAIN THE ENTIRE BUILDING ENVELOPE AS

WEATHERTIGHT DURING REMOVALS OF ROOF

EQUIPMENT, WINDOWS, DOORS AND REROOFING.

DAMAGE CAUSED BY ANY CONTRACTOR'S FAILURE

TO MAINTAIN BUILDING AS WEATHERTIGHT SHALL BE

RESOLVED ACCORDING TO THE GENERAL

CONDITIONS OF THE CONTRACT FOR

CONSTRUCTION.

13. EXISTING WINDOWS, EXTERIOR DOORS, LOUVERS,

FIXED PANELS, ETC NOT SCHEDULED FOR

DEMOLITION SHALL REMAIN. TEMPORARY WEATHER

BARRIERS ARE TO BE PROVIDED WHERE NEW

OPENINGS TO THE EXTERIOR ARE CREATED AS A

RESULT OF DEMOLITION ACTIVITIES.

14. ALL ITEMS SCHEDULED TO BE DEMOLISHED OR

REMOVED SHALL BE REMOVED IN THEIR ENTIRETY,

INCLUDING ANY ASSOCIATED FRAMING, BLOCKING,

ANCHORS, FURRING, AND EMBEDS. PROVIDE

REMOVAL OF ANY INTERFERING ELEMENTS

REMAINING THAT WE PREVENT INSTALLATION OF

RENOVATIONS OR NEW CONSTRUCTION ITEMS.

14. ITEMS CONCEALED WITHIN OR ABOVE EXISTING

FEATURES SCHEDULED FOR REMOVAL OR

DEMOLITION (SUCH AS ABOVE CEILINGS OR WITHIN

WALLS) SHALL BE REMOVED AS WELL, UNLESS

INDICATED OTHERWISE.

REMOVE (E) ROOFING

FOR NEW RIDGE VENT

REMOVE (E) PLYWOOD

SHEATHING FOR NEW

RIDGE VENT

(E) FRAMING TO

REMAIN, TYP.

REMOVE PART OF (E)

SOFFIT AND REPLACE

WITH (N) VENTED

SOFFIT @ BOTH SIDES

OF ROOF, TYP.

- SIM.

(E) RIDGE CAP TO BE REMOVED, ROOF

TO BE PREPARED AS NEEDED TO

RECEIVE NEW VENTED RIDGE CAP

(E) GABLE VENT TO

BE REMOVED @ BOTH

SIDES, OPENING TO BE

PREPARED TO RECEIVE

NEW SIDING TO MATCH

EXISTING ADJACENT

(E) GABLE VENT TO

BE REMOVED @ BOTH SIDES, OPENING

TO BE PREPARED TO RECEIVE NEW

SIDING TO MATCH EXISTING ADJACENT

REMOVE PART OF (E)

SOFFIT AND REPLACE

WITH (N) VENTED

SOFFIT @ BOTH SIDES

OF ROOF, TYP.

- SIM.

(E) RIDGE CAP TO BE REMOVED, ROOF

TO BE PREPARED AS NEEDED TO

RECEIVE NEW VENTED RIDGE CAP

(E) SOFFIT AND PLYWOOD,

IF APPLICABLE, TO BE

REMOVED AND REPLACED

WITH (N) VENTED SOFFIT;

FINISH TO MATCH EXISTING

REMAINING SOFFIT

15. SEQUENCE DEMOLITION ACTIVITIES WITH THE

HAZMAT MATERIAL REMOVALS THAT HAVE BEEN

IDENTIFIED NEEDING TO TAKE PLACE.

15. FACILITY USERS WILL BE RESPONSIBLE FOR THE

TEMPORARY RELOCATION OF ALL EXISTING

FURNITURE, APPLIANCES, STATIC DISPLAYS, ETC.

FROM ROOMS SLATED FOR IMPROVEMENTS.

CONTRACTOR, PROJECT MANAGER AND FACILITY

USER REPRESENTATIVE(S) SHALL COORDINATE ALL

WORK SO NOT TO DELAY AND/OR BURDEN

CONTRACTOR AND ALLOW WORK TO BE COMPLETED

IN THE ALLOTTED TIME DETAILED WITHIN THE

PROJECT DOCUMENTS.

16. ALL REMOVED FOR SALVAGE ACCESSORIES ARE

TO BE TURNED OVER TO GOVERNMENT PROJECT

REPRESENTATIVE.

17. ALL WORK IS TO BE COORDINATED WITH OTHER

PRIME CONTRACTORS. PLUMBING CONTRACTOR (.3)

SHALL BE CONTACTED PRIOR TO DEMOLITION SO

THAT ALL EXISTING PIPING, VALVES, ETC. CAN BE

PROPERLY PROTECTED AS NEEDED FOR NEW

FIXTURE INSTALLATION.

SCALECHECKED BY

DRAWING NO.DRAWN BY DATE

DESCRIPTION

Professional's Signature DateProfessional's Signature Date

DESIGN PROFESSIONALS:

OFFICE OF FACILITIES AND ENGINEERING

BUREAU OF DESIGN AND PROJECT MANAGEMENT

BUILDING 0-10, CHAPEL ROAD, FORT INDIANTOWN GAP

ANNVILLE, LEBANON COUNTY, PENNSYLVANIA

DATENO.

COMMONWEALTH OF PENNSYLVANIA

DEPT. OF MILITARY AND VETERANS' AFFAIRS

ANNVILLE, PENNSYLVANIA 17003

DMVA PROJECT NO.:

REVISIONS

42220119

FTIG BLDG 4-101

WW2 RENOVATION

AREA 4 - FORT INDIANTOWN GAP,

ANNVILLE, LEBANON COUNTY, PA 17003

DEMOLITION ROOF PLAN

AND ELEVATIONS

AK 2025.05.09

#### AS NOTED

A.1.1

SCALE:1 ROOF DEMOLITION PLAN

1/4"=1'-0"

SCALE:2 RIDGE DEMO DETAIL

3"=1'-0"

SCALE:3 EAST DEMO ELEVATION

1/4"=1'-0" SCALE:4 WEST DEMO ELEVATION

1/4"=1'-0"

SCALE:5 SOFFIT DEMO DETAIL

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

PROJECT NORTH

AutoCAD SHX Text 48'-0"

AutoCAD SHX Text 2'-10", V.I.F.

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text

SUITE

MECH. ROOM

ENTRY

SUITE

CORRIDOR

KITCHENETTE

LINE OF BROW ROOF

ABOVE, TYP.

(E) SOFFIT FRAMING

IN SUITES TO REMAIN,

TYP.

(E) SOFFIT FRAMING

IN SUITES TO REMAIN,

TYP.

(E) SOFFIT FRAMING

IN CORRIDOR TO BE

REMOVED, TYP.

(E) NON-LOAD BEARING

SOFFIT FRAMING

IN COMMON SPACE TO

BE REMOVED, TYP.

(E) LOAD-BEARING

BEAM TO REMAIN

(E) LOAD-BEARING

BEAM TO REMAIN

(E) LOAD-BEARING

BEAM TO REMAIN

RESTROOM

REMOVE (E) LIGHTING FIXTURES AND HVAC

DIFFUSERS THROUGHOUT, SEE MECH. AND

ELEC. DWGS FOR DETAILS

REMOVE (E) LIGHTING FIXTURES AND HVAC

DIFFUSERS THROUGHOUT, SEE MECH. AND

ELEC. DWGS FOR DETAILS

COMMON AREA

SUITE

KITCHENETTE

RESTROOM

SUITE

STORAGE

CORRIDOR

LINE OF ROOF, TYP.

REMOVE 12" OF SOFFIT@BOTH

SIDES AND REPLACE WITH

VENTED SOFFIT

A.1.1

(E) SOFFIT FRAMING

IN CORRIDOR TO BE

REMOVED, TYP.

(E) NON-LOAD BEARING SOFFIT

FRAMING IN COMMON SPACE

TO BE REMOVED, TYP.

(E) LOAD-BEARING

LVL BEAM TO

REMAIN

REMOVE (E) LIGHTING FIXTURES AND HVAC

DIFFUSERS THROUGHOUT, SEE MECH. AND

ELEC. DWGS FOR DETAILS

REMOVE (E) LIGHTING FIXTURES AND HVAC

DIFFUSERS THROUGHOUT, SEE MECH. AND

ELEC. DWGS FOR DETAILS

EXISTING WALL / PARTITION

FRAMING TO REMAIN

EXISTING STUD WALL /

PARTITION TO BE REMOVED

RCP DEMO LEGEND

EXTENT OF SOFFIT

FRAMING TO BE REMOVED

GENERAL DEMOLITION NOTES

1. DEMOLITION DRAWINGS ARE FOR GENERAL

PURPOSES ONLY, AND DO NOT INDICATE ALL

DEMOLITION REQUIREMENTS. REFER TO THE KEYED

NOTES, GENERAL NOTES, DRAWING NOTES AND

SPECIFICATIONS TO DETERMINE THE FULL SCOPE

AND PARTICULARS OF REMOVAL REQUIREMENTS.

ACTUAL FIELD CONDITIONS ARE TO BE VERIFIED.

2. REMOVAL OF ALL EXISTING DOORS, WINDOWS,

PARTITIONS AND OTHER BUILDING ELEMENTS IS AS

INDICATED BY EITHER DASHED LINES, GENERAL

NOTES, KEYED NOTES AND/OR DRAWING NOTES.

3. REFER TO MEP AND CIVIL DRAWINGS FOR

ADDITIONAL DEMOLITION ITEMS.

4. REFER TO DESIGN DRAWINGS, SCHEDULES, ETC. FOR

ITEMS ANNOTATED OR SPECIFIED TO BE SALVAGED

BEFORE ANY SELECTIVE DEMOLITION OCCURS.

5. DEMOLITION AND REMOVAL PRACTICES SHALL BE

PERFORMED IN ACCORDANCE WITH AUTHORITIES

HAVING JURISDICTION. CONTRACTOR SHALL BE

RESPONSIBLE FOR ALL MATERIALS REMOVED

DURING DEMOLITION. CONTRACTOR SHALL

PROPERLY DISPOSE OF ALL REMOVED MATERIALS

OFF-SITE, INCLUDING CONTAMINATED MATERIALS.

6. IF THE DEMOLITION PROCESS RESULTS IN AN

UNSAFE WORKING ENVIRONMENT, STOP WORK

IMMEDIATELY IN THAT AREA AND NOTIFY THE

APPROPRIATE AUTHORITIES AS WELL AS THE CLIENT

AGENCY AND THE PROFESSIONAL PRIOR TO

PROCEEDING.

7. PROVIDE LIFE SAFETY SYSTEMS INCLUDING, BUT NOT

LIMITED TO TEMPORARY LIGHTING, BARRICADES,

GUARD RAILS, AND VENTILATION SYSTEMS

REQUIRED BY LOCAL, STATE, AND FEDERAL (OSHA)

REGULATIONS.

8. PROVIDE TEMPORARY STRUCTURAL SHORING AS

REQUIRED FOR CONDITIONS REQUIRING

SUPPLEMENTAL SUPPORT UNTIL PERMANENT

STRUCTURAL SYSTEMS OR MODIFICATIONS ARE IN

PLACE.

9. AS WASTE MATERIAL IS GENERATED, IMMEDIATELY

SORT AND PLACE IN THE APPROPRIATE WASTE

AND/OR RECYCLING COLLECTION BIN. WASTE

MATERIALS SHALL BE DISPOSED OF LEGALLY.

10. PROTECT EXISTING ON-SITE AND OFF-SITE

CONSTRUCTION THAT IS DESIGNATED TO REMAIN,

FOR EXAMPLE: PAVING, SIDEWALKS, FINISH

MATERIAL, WINDOWS, ALARM SYSTEMS, PLUMBING,

HVAC, ELECTRICAL, SPRINKLERS, LANDSCAPE

FEATURES, MONUMENTS, LANDSCAPING, ETC.

11. UPON THE START OF CONSTRUCTION,

CONTRACTORS SHALL VERIFY ALL PRESENT FIELD

CONDITIONS AND NOTIFY THE PROFESSIONAL OF

ANY DISCREPANCIES BEFORE PROCEEDING WITH

WORK.

12. MAINTAIN THE ENTIRE BUILDING ENVELOPE AS

WEATHERTIGHT DURING REMOVALS OF ROOF

EQUIPMENT, WINDOWS, DOORS AND REROOFING.

DAMAGE CAUSED BY ANY CONTRACTOR'S FAILURE

TO MAINTAIN BUILDING AS WEATHERTIGHT SHALL BE

RESOLVED ACCORDING TO THE GENERAL

CONDITIONS OF THE CONTRACT FOR

CONSTRUCTION.

13. EXISTING WINDOWS, EXTERIOR DOORS, LOUVERS,

FIXED PANELS, ETC NOT SCHEDULED FOR

DEMOLITION SHALL REMAIN. TEMPORARY WEATHER

BARRIERS ARE TO BE PROVIDED WHERE NEW

OPENINGS TO THE EXTERIOR ARE CREATED AS A

RESULT OF DEMOLITION ACTIVITIES.

14. ALL ITEMS SCHEDULED TO BE DEMOLISHED OR

REMOVED SHALL BE REMOVED IN THEIR ENTIRETY,

INCLUDING ANY ASSOCIATED FRAMING, BLOCKING,

ANCHORS, FURRING, AND EMBEDS. PROVIDE

REMOVAL OF ANY INTERFERING ELEMENTS

REMAINING THAT WE PREVENT INSTALLATION OF

RENOVATIONS OR NEW CONSTRUCTION ITEMS.

14. ITEMS CONCEALED WITHIN OR ABOVE EXISTING

FEATURES SCHEDULED FOR REMOVAL OR

DEMOLITION (SUCH AS ABOVE CEILINGS OR WITHIN

WALLS) SHALL BE REMOVED AS WELL, UNLESS

INDICATED OTHERWISE.

15. SEQUENCE DEMOLITION ACTIVITIES WITH THE

HAZMAT MATERIAL REMOVALS THAT HAVE BEEN

IDENTIFIED NEEDING TO TAKE PLACE.

15. FACILITY USERS WILL BE RESPONSIBLE FOR THE

TEMPORARY RELOCATION OF ALL EXISTING

FURNITURE, APPLIANCES, STATIC DISPLAYS, ETC.

FROM ROOMS SLATED FOR IMPROVEMENTS.

CONTRACTOR, PROJECT MANAGER AND FACILITY

USER REPRESENTATIVE(S) SHALL COORDINATE ALL

WORK SO NOT TO DELAY AND/OR BURDEN

CONTRACTOR AND ALLOW WORK TO BE COMPLETED

IN THE ALLOTTED TIME DETAILED WITHIN THE

PROJECT DOCUMENTS.

16. ALL REMOVED FOR SALVAGE ACCESSORIES ARE

TO BE TURNED OVER TO GOVERNMENT PROJECT

REPRESENTATIVE.

17. ALL WORK IS TO BE COORDINATED WITH OTHER

PRIME CONTRACTORS. PLUMBING CONTRACTOR (.3)

SHALL BE CONTACTED PRIOR TO DEMOLITION SO

THAT ALL EXISTING PIPING, VALVES, ETC. CAN BE

PROPERLY PROTECTED AS NEEDED FOR NEW

FIXTURE INSTALLATION.

SCALECHECKED BY

DRAWING NO.DRAWN BY DATE

DESCRIPTION

Professional's Signature DateProfessional's Signature Date

DESIGN PROFESSIONALS:

OFFICE OF FACILITIES AND ENGINEERING

BUREAU OF DESIGN AND PROJECT MANAGEMENT

BUILDING 0-10, CHAPEL ROAD, FORT INDIANTOWN GAP

ANNVILLE, LEBANON COUNTY, PENNSYLVANIA

DATENO.

COMMONWEALTH OF PENNSYLVANIA

DEPT. OF MILITARY AND VETERANS' AFFAIRS

ANNVILLE, PENNSYLVANIA 17003

DMVA PROJECT NO.:

REVISIONS

42220119

FTIG BLDG 4-101

WW2 RENOVATION

AREA 4 - FORT INDIANTOWN GAP,

ANNVILLE, LEBANON COUNTY, PA 17003

DEMO REFLECTED CEILING

PLANS

AK 2025.05.09

#### AS NOTED

A.1.2

SCALE:1 1ST FLOOR REFLECTED CEILING DEMOLITION PLAN

1/4"=1'-0"

SCALE:2 2ND FLOOR REFLECTED CEILING DEMOLITION PLAN

1/4"=1'-0"

PROJECT NORTH

AutoCAD SHX Text 12'-1 1/4"

AutoCAD SHX Text 12'-1"

AutoCAD SHX Text 7'-9"

AutoCAD SHX Text 56'-9 1/4"

AutoCAD SHX Text 17'-6"

AutoCAD SHX Text 4'-6"

AutoCAD SHX Text 9'-0"

AutoCAD SHX Text 19'-4"

AutoCAD SHX Text 10'-6 3/4"

AutoCAD SHX Text 79'-7"

AutoCAD SHX Text 28'-11"

AutoCAD SHX Text 14'-9"

AutoCAD SHX Text 11'-4 3/4"

AutoCAD SHX Text 5'-0" V.I.F.

AutoCAD SHX Text 7'-4"

AutoCAD SHX Text 68'-6 1/2"

AutoCAD SHX Text

80'-0", TYP. @ BOTH SIDES

AutoCAD SHX Text

101102103104105106

111110109108107

SUITE

LAUNDRY

ENTRY

SUITE

KITCHENETTE

A.3.0

W N.I.C.

A.3.1

CORRIDOR

(E) STAIR

MECH. ROOM

D N.I.C.

EXIST. TIMBER

POSTS TO REMAIN

THROUGHOUT, TYP.

A.2.0

SUITE

RESTROOM

SUITE

R N.I.C.

SHOWER RM

CAST IRONC_SINKSWHITBYK-6710

A.2.1

TYP.

A.1.4

A.2.1

(N) 4" THK 3000 PSI CONCRETE PAD

W/ W2.9 X 6 WWF MESH OVER 4" OF

COMPACTED CRUSHED STONE

A.2.1

201202203204205206207

212211210209208

COMMON AREA

SUITE

KITCHENETTE

RESTROOM

SUITE

STORAGE

CORRIDOR

LINE OF ROOF CANOPY

BELOW, TYP.

A.2.0

A.1.4

R N.I.C.

CAST IRONC_SINKSWHITBYK-6710

W N.I.C.

D N.I.C.

(N) ATTIC ACCESS

HATCH DOOR ABOVE

A.3.1

SHOWER RM

A.2.0

A.2.1

GENERAL CONSTRUCTION NOTES

THE FOLLOWING NOTES PERTAIN THROUGHOUT BUILDING:

1. ALL PLUMBING WORK TO BE DONE BY PLUMBING

CONTRACTOR .3.

2. ALL MECHANICAL WORK TO BE DONE BY MECHANICAL

CONTRACTOR 0.2.

3. ALL ELECTRICAL WORK TO BE DONE BY ELECTRICAL

CONTRACTOR 0.4.

4. NEW WALLS SHALL EXTEND FROM FLOOR TO EXIST.

FRAMING ABOVE AND BE BRACED TO FRAMING ABOVE.

5. ALL DIMENSIONS ARE BETWEEN STUD FRAMING,

UNLESS OTHERWISE NOTED.

6. PER R302.11: IN COMBUSTIBLE CONSTRUCTION,

FIREBLOCKING SHALL BE PROVIDED TO CUT OFF BOTH

VERTICAL AND HORIZONTAL CONCEALED DRAFT

OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER

BETWEEN STORIES, AND BETWEEN A TOP STORY AND

THE ROOF SPACE.

7. FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAMED

CONSTRUCTION IN THE FOLLOWING LOCATIONS:

1..1 IN CONCEALED SPACES OF STUD WALLS AND

PARTITIONS, INCLUDING FURRED SPACES AND

PARALLEL ROWS OF STUDS OR STAGGERED STUDS,

AS FOLLOWS:

1.1a VERTICALLY AT THE CEILING AND FLOOR LEVELS.

1.1b. HORIZONTALLY AT INTERVALS NOT EXCEEDING

10 FEET (3048 MM).

1.1c. AT INTERCONNECTIONS BETWEEN CONCEALED

VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR

AT SOFFITS, DROP CEILINGS AND COVE CEILINGS.

1.1d. IN CONCEALED SPACES BETWEEN STAIR

STRINGERS AT THE TOP AND BOTTOM OF THE RUN.

ENCLOSED SPACES UNDER STAIRS SHALL COMPLY

WITH SECTION R302.7.

1.1e. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE

PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION.

THE MATERIAL FILLING THIS ANNULAR SPACE SHALL

NOT BE REQUIRED TO MEET THE ASTM E136

REQUIREMENTS.

DOOR NUMBER

ELEVATION VIEW

WALL TYPE

D A

B C

NEW CONSTRUCTION LEGEND

EXISTING DOOR TO REMAIN

NEW DOOR, SEE DOOR

SCHEDULE FOR DETAILS

EXISTING STUD WALL, NEW

INSULATION AND GWB AS

SCHEDULED

NEW STUD WALL, SEE PARTITION

TYPES FOR DETAILS

EXISTING STUD WALL

AREA OF NEW STRUCTURE,

SUBFLOOR AND FINISH FLOOR

3/ 4"

2 1/4"

1/ 2"

PRIMED & PAINTED

WOOD SILL & APRON

PRIMED/PAINTED

2 1/4" WOOD TRIM

TO MATCH EXISTING

PRIMED & PAINTED

WOOD SILL & APRON INTERIOR EXTERIOR

2 1/4" WOOD TRIM PVC U CHANNEL

TRIM ONLY

R N.I.C.

WARDROBE,

N.I.C.

BED,

N.I.C.

DESK,

N.I.C.

SIDE

TABLE,

N.I.C.

WALL MOUNTED TV,

PROVIDE BLOCKING, TYP.

WALL MOUNTED HVAC UNIT,

SEE MECH. DRAWINGS FOR DETAILS,

PROVIDE BLOCKING, TYP.

SCALE:1 1ST FLOOR PROPOSED PLAN

1/4"=1'-0"

SCALE:2 2ND FLOOR PROPOSED PLAN

1/4"=1'-0"

CONSTRUCTION NOTES BY NUMBER

NEW UNDERFLOOR INSULATION, SUBFLOOR, AND FINISH

FLOORING THROUGHOUT 1ST FLOOR, SEE SHEET A.2.0

FOR DETAILS.

NEW RAISED FLOOR, EXIST. CONCRETE SLAB TO REMAIN,

AND TO BE INSULATED WITH R-30 CLOSED-CELL SPRAY

FOAM, SEE A.2.0 FOR DETAILS.

NEW COUNTER AND CABINETS; PROVIDE BLOCKING,

WHERE APPLICABLE

NEW FINISH FLOORING THROUGHOUT, PRIOR TO

INSTALLATION, EXIST. SUBFLOOR TO BE CLEANED,

REPAIRED AND PREPARED AS NEEDED, SEE FINISH

SCHEDULE FOR DETAILS

PROVIDE NEW 16" DEEP SHELVES.

PLUMBING CONTRACTOR .3 TO PROVIDE PLUMBING

HOOK UP FOR WASHER, MECHANICAL CONTRACTOR .2

TO PROVIDE A NEW DRYER EXHAUST VENT, SEE

PLUMBING AND MECHANICAL DRAWINGS FOR DETAILS.

NEW HANDRAIL @ BOTH SIDES OF STAIRCASE, SEE

5/A.2.0 FOR TYPICAL DETAILS.

NEW STAIR TREADS AND RISERS, SEE FINISH SCHEDULE

FOR DETAILS.

EXIST. PLUMBING LEAK TO BE REPAIRED AS NEEDED BY

PLUMBING CONTRACTOR .3; GC .1 TO REPAIR AND FINISH

WALL SURFACE TO MATCH EXIST. ADJACENT.

PROVIDE NEW FRAMING, SUBFLOOR AND FINISH FLOOR

IN EXIST. FLOOR OPENING, SEE STRCUTRAL DRAWINGS

FOR DETAILS. FINISH TO MATCH NEW ADJACENT, SEE

FINISH SCHEDULE FOR DETAILS.

PROVIDE BLOCKING FOR WALL MOUNTED TV, TYPICAL

FOR EVERY SLEEPING UNIT, SEE DET. 4/A.1.3.

CLOSE EXIST. DRYER VENT WITH GWB ON INTERIOR AND

SIDING ON EXTERIOR; NEW FINISH TO MATCH EXISTING

ADJACENT.

NEW WINDOW TRIM, SILL AND APRON, SEE DET. 3/A.1.3

FOR DETAILS.

PROVIDE NEW LIQUID-APPLIED WATERPROOFING

MEMBRANE OVER NEW PLYWOOD SUBLOOR AND BELOW

FINISHED FLOORING WITHIN AREA INDICATED BY

BOUNDARIES; SEE SPECIFICATIONS FOR DETAILS.

MECH. ROOM FLOOR TO BE PAINTED, SEE FINISH

SCHEDULE FOR DETAILS.

NEW BUILT-IN WATER BOTTLE FILLER TO BE INSTALLED

BY PLUMBING CONTRACTOR .3, SEE PLUMBING

DRAWINGS FOR DETAILS.

EXIST. BATT INSULATION IN INTERIOR PARTITIONS TO BE

SALVAGED AND REUSED IN SAME LOCATION.

PROVIDE 16" X 16" ACCESS PANEL FOR CRAWL SPACE

BELOW SHOWERS

INSTALL NEW CONCRETE PAD FOR NEW HVAC

EQUIPMENT, SEE MECHANICAL DRAWINGS FOR DETAILS.

C1 C1 C1 C1

C1 C1 C1 C1 C1 C1

C10

C11

C12

SCALE:3 TYP. WINDOW TRIM DETAIL

1/2"=1'-0"

C13

C13 TYP.

SCALECHECKED BY

DRAWING NO.DRAWN BY DATE

DESCRIPTION

Professional's Signature DateProfessional's Signature Date

DESIGN PROFESSIONALS:

OFFICE OF FACILITIES AND ENGINEERING

BUREAU OF DESIGN AND PROJECT MANAGEMENT

BUILDING 0-10, CHAPEL ROAD, FORT INDIANTOWN GAP

ANNVILLE, LEBANON COUNTY, PENNSYLVANIA

DATENO.

COMMONWEALTH OF PENNSYLVANIA

DEPT. OF MILITARY AND VETERANS' AFFAIRS

ANNVILLE, PENNSYLVANIA 17003

DMVA PROJECT NO.:

REVISIONS

42220119

FTIG BLDG 4-101

WW2 RENOVATION

AREA 4 - FORT INDIANTOWN GAP,

ANNVILLE, LEBANON COUNTY, PA 17003

PROPOSED FLOOR PLANS

AK 2025.05.09

#### AS NOTED

A.1.3

SCALE:4 TYPICAL UNIT PLAN

1/2"=1'-0"

C11

PROJECT NORTH

C12

C14

C15

C5 C7

C10

C16

C17

C17 C4

C17

C4 C17

C18

C19

AutoCAD SHX Text 9'-7"

AutoCAD SHX Text 6'-9"

AutoCAD SHX Text 4'-6 1/4"

AutoCAD SHX Text 3'-9"

AutoCAD SHX Text 9'-7"

AutoCAD SHX Text 9'-5 1/2"

AutoCAD SHX Text 12'-1"

AutoCAD SHX Text 80'-4"

AutoCAD SHX Text 28'-11"

AutoCAD SHX Text B4

AutoCAD SHX Text E1

AutoCAD SHX Text F1

AutoCAD SHX Text K1

AutoCAD SHX Text L1

AutoCAD SHX Text 6'-6"

AutoCAD SHX Text 6'-6 1/8"

AutoCAD SHX Text 9'-6"

AutoCAD SHX Text 9'-7"

AutoCAD SHX Text 9'-6"

AutoCAD SHX Text 22'-5"

AutoCAD SHX Text 17'-4 1/2"

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text 10'-7"

AutoCAD SHX Text 9'-5"

AutoCAD SHX Text 9'-6 1/2"

AutoCAD SHX Text 9'-7 1/4"

AutoCAD SHX Text 4'-1"

AutoCAD SHX Text 12'-1"

AutoCAD SHX Text B2

AutoCAD SHX Text B4

AutoCAD SHX Text E1

AutoCAD SHX Text 10'-6 7/8"

AutoCAD SHX Text E1

AutoCAD SHX Text F3

AutoCAD SHX Text J1

AutoCAD SHX Text H1

AutoCAD SHX Text I1

AutoCAD SHX Text G1

AutoCAD SHX Text F3

AutoCAD SHX Text B1

AutoCAD SHX Text D2

AutoCAD SHX Text E3

AutoCAD SHX Text E1

AutoCAD SHX Text 11'-0 3/4"

AutoCAD SHX Text 6'-9 1/4"

AutoCAD SHX Text 3'-3"

AutoCAD SHX Text F4

AutoCAD SHX Text L1

AutoCAD SHX Text 24'-0"

AutoCAD SHX Text 3'-6"

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text 17'-0"

AutoCAD SHX Text 12'-1 1/2"

AutoCAD SHX Text 12'-1 3/4"

AutoCAD SHX Text 9'-6 3/4"

AutoCAD SHX Text 9'-8 1/2"

AutoCAD SHX Text 9'-7"

AutoCAD SHX Text 9'-8 1/2"

AutoCAD SHX Text 9'-6 3/4"

AutoCAD SHX Text 9'-5"

AutoCAD SHX Text 19'-2 3/4"

AutoCAD SHX Text 9'-0 3/4"

AutoCAD SHX Text 9'-6 3/4"

AutoCAD SHX Text 9'-7 1/2"

AutoCAD SHX Text 9'-7"

AutoCAD SHX Text 9'-6"

AutoCAD SHX Text 28'-11"

AutoCAD SHX Text E1

AutoCAD SHX Text C2

AutoCAD SHX Text A1

AutoCAD SHX Text F1

AutoCAD SHX Text C2

AutoCAD SHX Text I1

AutoCAD SHX Text M1

AutoCAD SHX Text 4'-9 3/4"

AutoCAD SHX Text C2

AutoCAD SHX Text K1

AutoCAD SHX Text C2

AutoCAD SHX Text E3

AutoCAD SHX Text E1

AutoCAD SHX Text 3'-4"

AutoCAD SHX Text P1

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text 12'-1"

AutoCAD SHX Text 9'-6"

AutoCAD SHX Text 7'-1"

AutoCAD SHX Text 3'-6"

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 2'-1"

2'-0"

LINE OF (E) BUILDING

WALL BELOW, TYP.

(N) VENTED RIDGE CAP TO BE

INSTALLED OVER (E) METAL

PANEL ROOF

(E) METAL PANEL

ROOF

(E) METAL PANEL

ROOF

A.0.2

(N) 3"X4" MIN DOWNSPOUT

W/BOOT AND CLEANOUT, TYP.

(N) 6" K-STYLE GUTTER

AT 1/4":12" SLOPE

(N) 6" K-STYLE GUTTER

AT 1/4":12" SLOPE

(N) AIR BAFFLE @ BOTH

SIDES IN ATTIC, SEE

1/A.2.0 FOR DETAILS

(N) AIR BAFFLE @ BOTH

SIDES IN ATTIC, SEE

1/A.2.0 FOR DETAILS

(N) 3"X4" MIN DOWNSPOUT

W/BOOT AND CLEANOUT, TYP.

(N) 3"X4" MIN DOWNSPOUT

W/BOOT AND CLEANOUT, TYP.

(N) 3"X4" MIN DOWNSPOUT

W/BOOT AND CLEANOUT, TYP.

(N) SIDING TO REPLACE

GABLE VENT, SIDING TO

MATCH EXISTING ADJACENT

FACADE SIDING

A.2.0

(N) VENTED RIDGE CAP

(N) 6" K-STYLE GUTTER

@ BOTH SIDES, TYP.

(N) 6" K-STYLE GUTTER @

LONG SIDES OF BROW ROOF,

TYP.

(N) 6" K-STYLE GUTTER

(N) 3"X4" MIN DOWNSPOUT

INSTALL DOWNSPOUT BOOT

W/ CLEANOUT, TYP.

INSTALL DOWNSPOUT BOOT W/

CLEANOUT, TYP.

(N) VENTED SOFFIT

(N) 6" K-STYLE GUTTER

(N) VENTED SOFFIT

(N) SIDING TO REPLACE

GABLE VENT, SIDING TO

MATCH EXISTING ADJACENT

FACADE SIDING

A.2.0

(N) VENTED RIDGE CAP

(N) 6" K-STYLE GUTTER

@ BOTH SIDES, TYP.

(N) 6" K-STYLE GUTTER @

LONG SIDES OF BROW ROOF,

TYP.

(N) 6" K-STYLE GUTTER

(N) 3"X4" MIN DOWNSPOUT

INSTALL DOWNSPOUT BOOT W/

CLEANOUT, TYP.

INSTALL DOWNSPOUT BOOT

W/ CLEANOUT, TYP.

(N) VENTED SOFFIT

(N) 6" K-STYLE GUTTER

(N) VENTED SOFFIT

SCALE:1 PROPOSED ROOF PLAN

1/4"=1'-0"

SCALECHECKED BY

DRAWING NO.DRAWN BY DATE

DESCRIPTION

Professional's Signature DateProfessional's Signature Date

DESIGN PROFESSIONALS:

OFFICE OF FACILITIES AND ENGINEERING

BUREAU OF DESIGN AND PROJECT MANAGEMENT

BUILDING 0-10, CHAPEL ROAD, FORT INDIANTOWN GAP

ANNVILLE, LEBANON COUNTY, PENNSYLVANIA

DATENO.

COMMONWEALTH OF PENNSYLVANIA

DEPT. OF MILITARY AND VETERANS' AFFAIRS

ANNVILLE, PENNSYLVANIA 17003

DMVA PROJECT NO.:

REVISIONS

42220119

FTIG BLDG 4-101

WW2 RENOVATION

AREA 4 - FORT INDIANTOWN GAP,

ANNVILLE, LEBANON COUNTY, PA 17003

PROPOSED ROOF PLAN

AND ELEVATIONS

AK 2025.05.09

#### AS NOTED

A.1.4

SCALE:2 EAST PROPOSED ELEVATION

1/4"=1'-0" SCALE:3 WEST PROPOSED ELEVATION

1/4"=1'-0"

PROJECT NORTH

AutoCAD SHX Text 88'-9 1/4"

AutoCAD SHX Text 48'-0"

AutoCAD…

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File details come from the government source that posted it. Updated May 31, 2025.