42240022_Bldg 11-70 Reno_DWGS.pdf

JOSH SHAPIRO, GOVERNOR

MAJOR GENERAL JOHN R. PIPPY, THE ADJUTANT GENERAL

PROJECT

SITE

PROJECT NO.: 42240022

BUILDING 11-70

INTERIOR RENOVATION

ANNVILLE, LEBANON COUNTY, PENNSYLVANIA

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

BUILDING 0-10, CHAPEL ROAD, FORT INDIANTOWN GAP

ANNVILLE, LEBANON COUNTY, PENNSYLVANIA

ARCHITECTURAL DRAWINGS

NO. NAME

A1.1 FLOOR PLANS

GENERAL PLANS

NO. NAME

G1.0 COVER SHEET

G1.1 PROJECT INFORMATION

GENERAL CONSTRUCTION CONTRACT (.1)

ELECTRICAL DRAWINGS

NO. NAME

E0.1 DEMOLITION PLANS

ELECTRICAL CONTRACT (.4)

HVAC DRAWINGS

NO. NAME

M0.1 MECHANICAL DEMO PLAN

HAVC CONTRACT (.2)

HVAC DRAWINGS

NO. NAME

P1.1 PLUMBING FLOOR PLAN

PLUMBING CONTRACT (.3)

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

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

CAMPUS LAYOUT

CODE APPROVALS

G1.0

AS NOTEDJ.NYE

15 APR 2026M.MORRIS

COVER SHEET

UTILITY ROAD, FORT INDIANTOWN GAP

ANNVILLE, PENNSYLVANIA, 17003

BLDG. 11-70

INTERIOR RENOVATION

42240022

G1.2 CODE ANALYSIS AND LEGENDS

A2.1 EXTERIOR ELEVATIONS

A3.1 ENLARGED PLANS & DETAILS

A3.2 SECTIONS & DETAILS

A4.1 SCHEDULES & DETAILS

E1.1 LIGHTING & POWER PLANS

E2.1 SCHEDULES & DETAILS

M1.1 MECHANICAL FLOOR PLANS

P2.1 PLUMBING DETAILSM2.1 MECHANICAL SCHEDULES

P0.1 PLUMBING DEMO

ABBREVIATIONS

ARCHITECTURAL

AMERICANS w/ DISABILITIES ACTADA

YD YARDS

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

SUSPENDED ACOUSTICAL PANEL CEILIING

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

WD

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

SS

SQ

SPKR

SPEC

SMLS

SLDR

SKY

SIM

SHT

SF

SEC

SDG

SCHD

SAPC

S

RM

RH

RFG

REV

REQD

REINF

REFRG

RS

R

QTF

PTN

PTD

PT

PROJ

PREFAB

PR

PORC

PNT

PNL

IN INCHES

EPDM ETHYLENE-PROPYLENE-DIENE-MONOMER

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

NORTH

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

FIBERGLASS-REINFORCED PLASTIC

FLOORING

FLOOR

FLANGE

FLEXIBLE

FLASHING

FINISH

FINISHED FLOOR

FIBERBOARD

FABRICATE

PLYWD

PLAS

PERF

OPP

OPNG

OHDR

OH

OFC

OD

OC

OA

NTS

NRC

NO

NIC

NA

N

MTG

MLP

MLDG

ML

MET

MISC

MIN

MGR

MFR

MEZZ

MEMB

MAX

MATL

MAINT

LT

LIN

LIB

LH

LG

LAM

LAB

JST

INTR

INSUL

IE

ID

HT

HORIZ

HMD

HM

HDWE

H

GYP

GWB

GRD

GL

GAR

FURN

FTG

FT

FRP

FLRG

FLR

FLG

FLEX

FL

FIN

FF

FBD

FAB

ARCHITECTURAL & ENGINEERINGA & E

EXTERIOR

EXPANSION

EXISTING

EQUIPMENT

EQUAL

ENTRANCE

ELEVATOR

EXTERIOR INSULATION & FINISHING SYSTEM

EACH

EAST

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

EQ

ENTR

ELEV

EIFS

EA

E

DWG

DW

DS

DR

DP

DN

DMPF

DIV

DIM

DIA

DGL

DET

DEPT

DEG

DBL

CU.YD.

CTR

CTD

CSK

CRV

CONTR

CONSTR

COMP

CO

CNCL

CLO

CLG

CL

CER TILE

CER

CDR

CARP

CAP

CAB

BSMT

BS

BP

BLDG

BETW

BD

BALC

B

AWI

AVG

ASSY

ASST

ASSOC

ASPHRS

ASB

ARCH

ALT

AL

AFF

ADJ

ADDL

ACST

ABV

TBR TO BE REMOVED

POINT OF CONTACTPOC

PURCHASING & CONTRACTING (BLDG 0-47)PFO

FORCE PROTECTION DISTANCE

TRAINING SITE FACILITY ENGINEERS (BLDG 11-12)

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

PC

MC

HC

GC

EC

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

SJ

STRUCT

STL

PSI

PSF

PL

MO

MAS

LWC

LL

GALV

GA

FDN

DL

CMU

CMIU

CJ

BRG

BRDG

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

CARBON DIOXIDE

FSH

FA

FA-PS

FA-HS

Co2

SPR

SD

FH

FEC

FE

FDR

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

TV

TEL

TDD

TBB

SW

RGS

PWR

PNL

PH

P

MLO

MTR

NAC

LTG

KW

JB

IG

HOA

GND

GFI

FDR

FU

EQBB

DISC

CB

CU

CT

CPT

CKT

C

ATS

A

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

V

WHA

W

TLT

SH

RWC

PLBG

MTR

HW

HB

FD

CW

CO

CIP

C

AUTOMATIC TEMPERATURE CONTROLA.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

HEATING, VENTILATION & AIR CONDITIONING

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

RA

P

OA

MOD

HVAC

HTR

HP

FA

F

EXH

EF

EA

CUH

CU

BTUH

BTU

BLR

AHU

AC

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

UT

UP

UE

SW

SS

P/L

OT

OE

MH

LPT

HPT

GVL

GRD

GR

FFE

ELEV

D

CLR

BM

AVE

ASPH

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

CIVIL HVAC FIRE PROTECTION

STRUCTURAL

GOVERNMENT/MILITARYPLUMBING

ELECTRICAL

GENERAL NOTES

1. CONTRACTOR SHALL VERIFY FIELD CONDITIONS AND DIMENSIONS AND REPORT DISCREPANCIES TO GOVERNMENT

DESIGN PROFESSIONAL PRIOR TO COMMENCEMENT OF WORK.

2. EXTERIOR DIMENSIONS SHOWN ON DRAWINGS ARE FINISHED FACE TO FINISHED FACE, UNLESS DEPICTED OTHERWISE.

3. INTERIOR DIMENSIONS SHOWN ON DRAWINGS ARE CENTER OF WALL TO CENTER OF WALL, UNLESS DEPICTED

OTHERWISE.

4. DETAILS ARE TYPICAL AND SHOW COMMON PRACTICE. CONTRACTOR SHALL INCORPORATE THESE DETAILS INTO THE PROJECT AT APPROPRIATE LOCATIONS WHERE CONDITIONS ARE SIMILIAR AND WHETHER SPECIFICALLY INDICATED

OR NOT.

5. DRAWINGS DEPICT COMMON PRACTICES AND ARE DIAGRAMMATIC, CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ALL NECESSARY COMPONENTS NEEDED FOR A COMPLETE AND FUNCTIONAL FACILITY.

6. CONTRACTOR SHALL BE RESPONSIBLE FOR FOLLOWING ALL APPLICABLE CODE REGULATIONS. ASPECTS NOT DETAILED WITHIN THE DESIGN DOCUMENTS SHALL BE INCORPORATED AS NECESSARY TO MEET ALL GOVERNING

CODE REQUIREMENTS.

7. EQUIPMENT AND MATERIALS DESIGNATED AS "NO SUBSTITUTIONS" ARE FORT INDIANTOWN GAP STANDARDS AND SHALL BE PROVIDED AS DETAILED ON DRAWINGS AND OUTLINED WITHIN PROJECT SPECIFICATIONS.

8. GENERAL ("PRIME") CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF WORK WITH THAT OF ALL OTHER TRADES.

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

CONSTRUCTION MANAGEMENT SPECIALIST.

DRAWING INTERPRETATION

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

DRAWN BY

NO.

SCALECHECKED BY

DRAWING NO.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

DATE

COMMONWEALTH OF PENNSYLVANIA

DEPT. OF MILITARY AND VETERANS' AFFAIRS

ANNVILLE, PENNSYLVANIA 17003

DMVA PROJECT NO.:

REVISIONS

G1.1

AS NOTEDJ.NYE

15 APR 2026M.MORRIS

PROJECT INFORMATION

UTILITY ROAD, FORT INDIANTOWN GAP,

ANNVILLE, PENNSYLVANIA 17003

BLDG. 11-70

INTERIOR RENOVATION

42240022

OCCUPANCY

CLASSIFICATION

ROOM

NO.

WELDING SHOP

OCCUPANCY COUNTS

1004.5 1004.6 1004.8

OCCUPANCY TABLE (PER 1004 OF 2018 IBC)

TOTAL

OCCUPANTS

1004.5 - AREAS WITHOUT FIXED SEATING (INDUSTRIAL = 100SF/PERSON, BUSINESS = 150SF/PERSON)

1004.6 - FIXED SEATING

1004.8 - CONCENTRATED BUSINESS USE AREAS

28 NA 28

TOTAL:

INDUSTRIAL

ROOM NAME

BUILDING CODES & STANDARDS:

APPLICABLE CODES & STANDARDS

CODE DESCRIPTION

YEAR /NA NOTES

INTERNATIONAL BUILDING CODE 2018

INTERNATIONAL RESIDENTIAL CODE 2018

INTERNATIONAL EXISTING BUILDING CODE 2018

INTERNATIONAL ENERGY CONSERVATION CODE 2018

INTERNATIONAL MECHANICAL CODE 2018

INTERNATIONAL PLUMBING CODE 2018

INTERNATIONAL FIRE CODE 2018

NFPA 70, NATIONAL ELECTRICAL CODE 2017

NA

ACCESSIBILITY CODES & STANDARDS:

ICC/ANSI A117.1 (ENFORCED UNDER PA UCC) 2017

ADA STANDARDS FOR ACCESSIBLE DESIGN 2010

DoD UNIFIED FACILITIES CRITERIA:

04-010-01: ANTI-TERRORISM STANDARDS FOR FAC. 2024

04-020-01: SECURITY ENGINEERING PLANNING MAN. 2008

03-101-01: ARCHITECTURE DESIGN MANUAL 2024 NA

01-200-01: GENERAL BUILDING REQUIREMENTS 2024

03-600-01: FIRE PROTECTION FOR FACILITIES 2021 NA

03-120-10: INTERIOR DESIGN

03-201-01: CIVIL ENGINEERING

03-301-01: STRUCTURAL ENGINEERING

03-401-01: MECHANICAL ENGINEERING

03-410-01: HEATING, VENTILATION AND A/C

03-420-01: PLUMBING SYSTEMS

03-501-01: ELECTRICAL ENGINEERING

03-520-01: INTERIOR ELECTRICAL SYSTEMS

03-530-01: INTERIOR/EXTERIOR LIGHTING SYSTEMS

03-550-01: EXT. ELECTRICAL POWER DISTRIBUTION

03-580-01: TELCOM CABLING SYSTEMS

04-010-02: MINIMUM ANTITERRORISM STANDOFFS 2022

04-021-01: MASS NOTIFICATION SYSTEMS 2010

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

INTERNATIONAL BUILDING CODE, CHAPTER 11 2018

"●"INDICATES APPLICABLE

101 MACHINE SHOP

102 GENERAL SHOP

- EXISTING ROOMS -

OFFICE, BREAK ROOM, RESTROOM

INDUSTRIAL

INDUSTRIAL

BUSINESS

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

BUILDING CODE & STANDARDS ANALYSIS

CODE INFORMATION

CODE SECTION DESCRIPTION PROJECT INFORMATION

EXISTING BUILDING INFORMATION

IBC 302.1 OCCUPANCY CLASSIFICATION F-1, MODERATE-HAZARD FACTORY INDUSTRIAL

IBC 601 TYPE OF CONSTRUCTION IIIB

IBC 504 BUILDING HEIGHT AND STORIES:

IBC 504.3 ALLOWABLE HEIGHT (FEET ABOVE GRADE) 55

ACTUAL HEIGHT (FEET ABOVE GRADE) 25

IBC 504.4 ALLOWABLE STORIES (ABOVE GRADE PLANE) 3

ACTUAL STORIES (ABOVE GRADE PLANE) 1

IBC 601 FIRE RESISTANCE RATINGS OF BLDG. ELEM.:

PRIMARY STRUCTURAL FRAME 0

EXTERIOR BEARING WALLS 2

INTERIOR BEARING WALLS 0

602 EXTERIOR NON-BEARING WALLS/PARTITIONS 0

INTERIOR NON-BEARING WALLS/PARTITIONS 0

FLOOR CONSTRUCTION 0

ROOF CONSTRUCTION 0

EQUIPPED WITH A SPRINKLER SYSTEM NO

IBC 506.2 ALLOWABLE AREA (SQUARE FOOTAGE) 12,000

ACTUAL AREA (SQUARE FOOTAGE) 10,440

CHAPTER 10: MEANS OF EGRESS

1004IBC AREA PER OCCUPANT SEE ATTACHED OCCUPANCY TABLE

1005.1IBC EGRESS WIDTH PER OCCUPANT WITHOUT SPRINKLER = 0.2 INCHES PER PERSON

1005.3.2IBC EGRESS CAPACITY BASED ON OCCUPANTS 98 PERSONS @ 0.2 = 19.6 INCHES

1006.3.2IBC MIN. NUMBER OF EXITS PER STORY 1-500 = 2 EXITS

ACTUAL NO. OF EXITS 5

1010.1.1IBC SIZE OF DOORS (CLEAR WIDTH) 32 INCHES MINIMUM

ACTUAL SIZE OF DOORS (CLEAR WIDTH) SINGLE DOORS = 34 INCHES DOUBLE DOORS = 68 INCHES

1006.2IBC COMMON PATH 75 FEET MAXIMUM

1007.1.1IBC EXIT CONFIGURATION (2 EXIT MIN.) DIAGONAL DIMENSION: 166 FEET /2 = 83 FEET

1017.2IBC EXIT ACCESS TRAVEL DISTANCE INDUSTRIAL WITHOUT SPRINKLER = 300 FEET

1020.1IBC CORRIDOR FIRE-RESISTANCE RATING 30> OCCUPANTS, WITHOUT SPRINKLER SYSTEM = 1 HOUR

ACTUAL CORRIDOR FIRE-RESISTANCE RATING NA

1020.2IBC MINIMUM CORRIDOR WIDTHS 44 INCHES MINIMUM

ACTUAL CORRIDOR WIDTHS NA

DESCRIPTIONMARK

ARCHITECTURAL SYMBOLS

DENOTES WALL TYPES

DENOTES DOOR NUMBER

DENOTES WINDOW TYPE

DENOTES EXTERIOR ELEVATION

DENOTES BUILDING / WALL SECTION

DENOTES DETAILS AND LARGE SCALE PLANS

DENOTES ROOM NAME AND NUMBER101

X

AX.X

X

AX.X

X

AX.X

X

X

X

DENOTES INTERIOR ELEVATION

4 AX.X 2

LEGEND OF MATERIALS

BRICK

PLYWOOD

EARTH

FINISHED WOOD

WOOD BLOCKING

RIGID INSULATION

BATT INSULATION

CRUSHED STONE

CONCRETE

CONCRETE BLOCK

GYPSUM BOARD

GLASS

INSULATED WALL (FULL HEIGHT)

INSULATED WALL

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

DRAWN BY

NO.

SCALECHECKED BY

DRAWING NO.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

DATE

COMMONWEALTH OF PENNSYLVANIA

DEPT. OF MILITARY AND VETERANS' AFFAIRS

ANNVILLE, PENNSYLVANIA 17003

DMVA PROJECT NO.:

REVISIONS

G1.2

AS NOTEDJ.NYE

15 APR 2026M.MORRIS

CODE ANALYSIS & LEGENDS

UTILITY ROAD, FORT INDIANTOWN GAP,

ANNVILLE, PENNSYLVANIA 17003

BLDG. 11-70

120'-61 2"

'-3

1 4"

23'-8" TO PEAK

COMPRESSOR

ROOM

(AIR CONDITIONED SPACE)

(NON-CONDITIONED SPACE)

'-9

1 4"

37'-101 8"

102 103 104 1052' -1

01 4" 8'

-5 3 4"

'-0

5'-3" 6'-85 8" 55'-13

8" 42'-01 4" 5'-73

4"

MACHINE SHOP

FABRICATION SHOP

MISC. SHOP

CONST.

NOTE #1

B.O.T.

11'-7"

CONST.

NOTES #7 & #8

CONST.

NOTE #3

CONST.

NOTE #5

CONST.

NOTE #6

CONST.

NOTE #3

OFFICE

(E.T.R.)

BREAK ROOM

(E.T.R.)

RESTROOM

(E.T.R.)

9' -0

CONST.

NOTE #10

CONST. NOTES

#3 & #3.1

2' -4

1 4"

5'-91 4"

CLCL CL CL

C L C L

A3.1

A3.2

12'-0" +/-

4'-0"

CONST.

NOTE #4

CONST.

NOTE #6

CONST.

NOTE #2

4'-0"

CONST.

NOTE #6

4' -0

4' -0

4'-0"

8' -0

3 4"

CONST. NOTE #11

5'-81

4" CL

4' -0

CONST.

NOTE #7

CONST.

NOTE #3

CONST.

NOTE #13

C O N S T R U C T I O N N O T E S

1. INFILL OPENING WHERE OH DOOR IS REMOVED, REFER TO 'FRAMING'

DETAIL, DWG. A3.2 AND WALL TYPES, DWG. A4.1.

2. INFILL OPENING WHERE MECHANICAL EXHAUST IS REMOVED WITH AN

INSULATED METAL PANEL, LOUVER TO REMAIN.

3. CONCRETE PAD, REFER TO CONCRETE DETAILS, DWG. A3.1. FIELD

VERIFY HEIGHT FROM PAD TO GRADE, IF HEIGHT EXCEEDS 7" FROM

GRADE, ADD APPROPRIATE AMOUNT OF STEPS.

3.1. EXTEND CONCRETE PAD TO EXISTING SIDEWALK, CREATE A LEVEL

TRANSITION.

4. HOUSEKEEPING PAD, REFER TO SECTION AND DETAIL, DWG. A3.1.

5. CONCRETE APRON, REFER TO ENLARGED PLAN AND DETAIL, DWG. A3.1.

6. NOT USED.

7. OVERHEAD DOOR PERIMETER WEATHER STRIPPING, TO INCLUDE TOP

PIECE. ADJUST OVERHEAD DOOR TO SIT TIGHTLY AGAINST CONCRETE

FLOOR WITHOUT SEPARATION WHEN CLOSED.

8. PAINT EXISTING OVERHEAD DOOR, REFER TO SPECIFICATIONS.

9. FOR WALL TYPES AND FINISHES REFER TO DETAILS AND SCHEDULE,

DWG. A4.1.

10. 3

4" PLYWOOD BLOCKING BETWEEN STUDS FOR WALL MOUNTED WELDING

EXHAUST FAN (NIC); COORDINATE EXACT LOCATION WITH .2

CONTRACTOR.

11. BOLLARDS (QTY. 3) EVENLY SPACED, REFER TO DETAIL, DWG. A3.1.

12. REFER TO 'MASONRY OPENING INFILL' DETAIL, DWG. A3.2 FOR EXTERIOR

OPENINGS TO BE CLOSED.

13. PATCH OPENING THRU WALL BY TOOTHING IN NEW CMU BLOCK / BRICK

TO MATCH EXISTING, VENT TO BE REMOVED BY .2 CONTRACTOR.

G E N E R A L D E M O L I T I O N N O T E S

1. ALL MATERIALS AND DEBRIS ASSOCIATED WITH THE DEMOLITION OF THE

EXISTING FACILITY BECOMES THE SOLE PROPERTY AND RESPONSIBILITY

OF THE CONTRACTOR. EXCEPT, ALL RECYCLABLE MATERIALS SHALL BE

RETURNED TO THE DEPARTMENT.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER DISPOSAL OF ALL

CONSTRUCTION DEBRIS AND MATERIALS.

2.1. CONCRETE SPOILS TO BE TRANSPORTED OFF-SITE.

3. CONTRACTOR SHALL PROVIDE DUMPSTERS AND OTHER DISPOSAL

EQUIPMENT NEEDED FOR THE DEMOLITION PHASE OF THIS PROJECT.

4. CONTRACTOR SHALL OBTAIN ALL NECESSARY DOCUMENTATION

REQUIRED FOR THE DEMOLITION PHASE, TO INCLUDE BUT NOT LIMITED TO

CERTIFIED DISPOSAL SITE PERMITS, AND DISPOSAL PERMITS, ETC.

K E Y E D D E M O L I T I O N N O T E S

REMOVE WINDOW, PORTION OF CMU WALL AND ASSOCIATED ITEMS. PREPARE OPENING FOR

NEW DOOR.

REMOVE OVERHEAD DOOR AND ASSOCIATED ITEMS. PREPARE OPENING FOR NEW FRAMING.

REMOVE CONCRETE SLAB AND ASSOCIATED ITEMS. EXCAVATE AS NECESSARY, REFER TO DWG.

A3.1 FOR DETAILS.

REMOVE CONCRETE APRON AND ASSOCIATED ITEMS. REFER TO DWG. A3.1 FOR DETAILS.

REMOVE WALL AND ASSOCIATED ITEMS.

N O

R

TH

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

DRAWN BY

NO.

SCALECHECKED BY

DRAWING NO.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

DATE

COMMONWEALTH OF PENNSYLVANIA

DEPT. OF MILITARY AND VETERANS' AFFAIRS

ANNVILLE, PENNSYLVANIA 17003

DMVA PROJECT NO.:

REVISIONS

A1.1

AS NOTEDJ.NYE

15 APR 2026M.MORRIS

FLOOR PLANS

UTILITY ROAD, FORT INDIANTOWN GAP,

ANNVILLE, PENNSYLVANIA 17003

BLDG. 11-70

INTERIOR RENOVATION

42240022

DEMOLITION PLAN

SCALE: 18" = 1'-0"

PROPOSED FLOOR PLAN

SCALE: 18" = 1'-0"

AutoCAD SHX Text K-5024-T

AutoCAD SHX Text

DARFIELD

AutoCAD SHX Text

C_URINALS

AutoCAD SHX Text

VITREOUS CHINA

AutoCAD SHX Text

VITREOUS CHINA

AutoCAD SHX Text

C_LAVATORY

AutoCAD SHX Text

CHESAPEAKE

AutoCAD SHX Text K-1728

AutoCAD SHX Text K-5024-T

AutoCAD SHX Text

DARFIELD

AutoCAD SHX Text

C_URINALS

AutoCAD SHX Text

VITREOUS CHINA

AutoCAD SHX Text

VITREOUS CHINA

AutoCAD SHX Text

C_LAVATORY

AutoCAD SHX Text

CHESAPEAKE

AutoCAD SHX Text K-1728

5 6

C O N S T R U C T I O N N O T E S

1. INSTALL ROOF VENT BOOT AND FLASHING TO PROVIDE A WEATHERTIGHT

SEAL AT EXISTING VENT THRU ROOF, .2 CONTRACTOR TO PROVIDE NEW

STEEL PIPE.

2. ENGINEERED WOOD SIDING PANELS, PAINTED (BASIS OF DESIGN: LP

SMARTSIDE OR "APPROVED EQUAL").

3. VENT COVER, EXISTING TO REMAIN. INSTALL INSULATED METAL PANEL

ON INTERIOR SIDE, SEAL AIR GAPS.

4. IN-FILL OPENING WITH CMU BLOCK TO MATCH EXISTING, VENT-THRU

WALL TO BE REMOVED BY THE .2 CONTRACTOR.

5. DISCONNECT DOWNSPOUTS, REPLACE WITH EXTENSION LEADERS TO

DRAIN ONTO NEW LEAN-TO ROOF.

6. LEAN-TO ROOF, SEE DWG. A3.1 FOR DETAILS.

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

DRAWN BY

NO.

SCALECHECKED BY

DRAWING NO.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

DATE

COMMONWEALTH OF PENNSYLVANIA

DEPT. OF MILITARY AND VETERANS' AFFAIRS

ANNVILLE, PENNSYLVANIA 17003

DMVA PROJECT NO.:

REVISIONS

A2.1

AS NOTEDJ.NYE

15 APR 2026M.MORRIS

EXTERIOR ELEVATIONS

UTILITY ROAD, FORT INDIANTOWN GAP,

ANNVILLE, PENNSYLVANIA 17003

BLDG. 11-70

INTERIOR RENOVATION

42240022

NORTH ELEVATION

SCALE: 18" = 1'-0"

SOUTH ELEVATION

SCALE: 18" = 1'-0"

EAST ELEVATION

SCALE: 18" = 1'-0"

WEST ELEVATION

SCALE: 18" = 1'-0"

24"

LEDGER BOARD

FASTEN THRU EXIST.

CMU WALL WITH

SLEEVE ANCHORS, TYP.

24"24"24"24" 24" 24" 24" 24" 24" 24" 24" 24" 17"17"

1' -0

"14'-4"

'-0

4X4 COLUMN, TYP.

DOWNSPOUT

29'-0"

14'-4"

CLCL CL

6" REINFORCED CONCRETE SLAB

w/ 6x6-W2.9xW2.9 WWF, 6" CRUSHED/COMPACTED STONE BASE

C.J. 10'-0"+/-

NOTES:

1. CONCRETE TO SLOPE TOWARDS THE SOUTH (1% MAX.), TYP.

2. GRADE AND INFILL w/ GRAVEL AROUND NEW CONCRETE APRON AND SLAB TO BLEND INTO ADJACENT GRADE, TYP.

C.J. 10'-0"+/- C.J. 10'-0"+/-

C .J

. 1 0'

-0

'-0

FI

EL

D

V

ER

IF

Y

1%

1%

A3.1

TYP.

DTL.

A3.1

TYP.

DTL.

9'-4" 30'

A3.1

TYP.

DTL.

6" REINFORCED

CONCRETE APRON

w/ 6x6-W2.9xW2.9 WWF, 6" CRUSHED / COMPACTED

STONE BASE

'-0

20'-0"

2" PLYWOOD WITH UNDERLAYMENT

AND CORRUGATED METAL PANELS

4x4 COLUMN, TYP.

3"x4" GUTTER w/ 2"x3" DOWNSPOUT

18'-10"

LEDGER BOARD

FASTEN THRU EXIST.

CMU WALL WITH

SLEEVE ANCHORS, TYP.

JOIST HANGER, TYP. 2x6 JOISTS, TYP.

14"

SANDWICH BEAM, TYP.

CL

GALVANIZED STEEL POST BASE, TYP.

FLASHING

ROOF FRAMING NOTE:

THE ROOF FRAMING LAYOUT DEPICTS COMMON CONSTRUCTION PRACTICE AND IS SHOWN TO OUTLINE DESIGN INTENT.

CONTRACTOR SHALL VERIFY ALL DIMENSIONS.

UTILIZE GROOVER OR SAW TO

PLACE 3 4" WIDE (MAX.) CONTROL

JOINT

4 OF SLAB THICKNESS

2" x 4" ASPHALTIC JOINT MATERIAL

N O

R

TH

F.F.

EXISTING

OVERHEAD DOOR

CONCRETE APRON

SLOPE 12" PER 1'-0"

EXT. OF WALL

1"x16" REINF. ROD, 12" O.C. EPOXY INTO

CONC. PAD AND SLAB

6" X 6"

W2.9 X W2.9 WWF

4" MIN. COMPACTED 2B STONE

4" THICK, 4,000 PSI CONCRETE

SIZE VARIES

COMPACTED EARTH

2"

NOTE: COORDINATE FINAL EQUIPMENT PAD LOCATION & SIZE WITH .2 CONTRACTOR.

6" X 6" W4.0 X W4.0 WWF,

CENTERED IN SLAB

FIELD VERIFY

6"

FI

EL

D V

ER

IF

Y

6"

MECHANICAL

EQUIPMENT

(NOT SHOWN)

DOOR FRAME

1/2" E.J.

EXT. OF WALL

STANDARD CONC. PAD

CONC. PAD

EXIST. CONC. SLAB

NOTES:

1. 4" CONCRETE PAD W/ 6X6 - W2.9XW2.9 WIRE MESH

AND 4" CRUSHED / COMPACTED STONE BASE.

2. SLOPE 12" PER 1'-0" AWAY FROM BUILDING.

18"

6" 3,000 PSI

TAPERED 1/2"

THERMOPLASTIC SLEEVE

6" STEEL PIPE

1/2" E.J., 4 SIDES

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

DRAWN BY

NO.

SCALECHECKED BY

DRAWING NO.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

DATE

COMMONWEALTH OF PENNSYLVANIA

DEPT. OF MILITARY AND VETERANS' AFFAIRS

ANNVILLE, PENNSYLVANIA 17003

DMVA PROJECT NO.:

REVISIONS

A3.1

AS NOTEDJ.NYE

15 APR 2026M.MORRIS

ENLARGED PLANS & DETAILS

UTILITY ROAD, FORT INDIANTOWN GAP,

ANNVILLE, PENNSYLVANIA 17003

BLDG. 11-70

INTERIOR RENOVATION

42240022

3.1ASCALE: 1/4" = 1'-0"

LEAN-TO ROOF FRAMING PLAN 2

3.1ASCALE: 1/4" = 1'-0"

CONCRETE APRON AND SLAB PLAN

3.1ASCALE: 1/2" = 1'-0"

LEAN-TO ROOF SECTION

3.1ASCALE: 1" = 1'-0"

CONTROL JOINT

3.1ASCALE: 1" = 1'-0"

EXPANSION JOINT

HOUSEKEEPING PAD

SCALE: 12" = 1'-0"

CONCRETE APRON DETAIL

SCALE: 3 4" = 1'-0"

3.1A

HOUSEKEEPING PAD

SCALE: 12" = 1'-0"

3.1A

CONCRETE PAD DETAIL

SCALE: 1" = 1'-0"

3.1A

3.1A

BOLLARD DETAIL

SCALE: 12" = 1'-0"

3.1A

X

3 4" F

.R . P

LY

W

O O

D

9'

(1 2" F

.R . P

LY

W

O O

D

(NON-CONDITIONED SPACE)

FABRICATION SHOP

(CONDITIONED SPACE)

MACHINE SHOP

EXISTING CONCRETE FLOOR

TO REMAIN, TYP.

WALL TYPE 1

TOP TRACK, TYP.

BOTTOM TRACK, TYP.

4' F

.R .P100 101

PER MANUF.

EXISTING

CONCRETE FLOOR

COILING DOOR

w/ TRACK

WEATHER

STRIPPING

HEADER SIZED

PER MANUF.'S

REQUIREMENTS

NOTE: VERIFY ALL DIMENSIONS AND HARDWARE

PLACEMENT LOCATIONS WITH DOOR MANUFACTURER.

O

PE

N

IN

G H

EI

G

H T

VA

R

IE

S

6" STRUCT.

STEEL STUD

WALL PARTITION

w/ 34" PLYWOOD

EA. SIDE

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

DRAWN BY

NO.

SCALECHECKED BY

DRAWING NO.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

DATE

COMMONWEALTH OF PENNSYLVANIA

DEPT. OF MILITARY AND VETERANS' AFFAIRS

ANNVILLE, PENNSYLVANIA 17003

DMVA PROJECT NO.:

REVISIONS

A3.2

AS NOTEDJ.NYE

15 APR 2026M.MORRIS

SECTIONS & DETAILS

UTILITY ROAD, FORT INDIANTOWN GAP,

ANNVILLE, PENNSYLVANIA 17003

BLDG. 11-70

INTERIOR RENOVATION

42240022

3.2ASCALE: 1/4" = 1'-0"

BUILDING SECTION

3.2ASCALE: 1/2" = 1'-0"

OH COILING DOOR SECTION

HARDWARE

KEY SIDE KEYING REMARKS

DOOR

W H

SIZE

T MAT'L TYPE

FRAME

MAT'L

1 3/4" 2 EXT BFE-MC 1

FRAME

DETL.

DOOR

NO. SET

NO.

DOOR

NO.GLASS

001 3'-0"

7'-0"

B

STEEL

SIZE

LOUVER

1 3/4"

STEEL

13'-0" 7'-0" EXT BFE-M

002DOORS TO BE INSULATED, DRIP CAP

DOORS TO BE INSULATED, DRIP CAP

DOOR AND FRAME SCHEDULE

3'-0" 1 3/4"7'-0"

H.M.

STEEL

10'-0" 10'-0"

10'-0" 10'-0" 3'-0" 1 3/4"7'-0"

STEEL

11'-0" 11'-0"

1 3/4"7'-0" H.M.

16x16

6x30

6x30

16x16

H.M.

H.M.

H.M.

STEEL

H.M.

STEEL

H.M.

H.M.

H.M.

H.M.

A

B

B

3'-0"

003 1 3/4"3'-0" 7'-0" H.M. 1 1H.M. C EXT BFE-M DOORS TO BE INSULATED 003

DOUBLE - ACTING TRAFFIC DOOR, PERIMETER GASKETING

DOUBLE - ACTING TRAFFIC DOOR, PERIMETER GASKETING

6x30

D D

D

MOTOR OPERATION

MANUAL OPERATION

MANUAL OPERATION

2"

2"

3'-4"

2"

3'-4"

4"

AS SCHEDULED

AS

S

C H

ED

U

LE

D

2"

2"

3'-4"

2"2 '-5

2"

7' -0

A B C D

FRAME TYPES

MANUFACTURER'S

STANDARD

FINISH SCHEDULE ABBREVIATIONS

EPX EPOXY PAINT

PT-1 PAINT - TYPE 1

FRP FIBERGLASS REINFORCED PANELS

ETR EXISTING TO REMAIN

EXP EXPOSED

REMARKS

ROOM NAME

R O O M F I N I S H S C H E D U L E

FABRICATION SHOP ETR

FLOORSQUARE

FOOTAGE

2,842

WALLS

PT-1

CEILING

EXP

CEILING

HEIGHT

23'-8"+/-

WALL

BASE

ACCENT

WALL

WAINSCOT

RM.

NO.

RM.

NO.

101 MACHINE SHOP

102 MISC. SHOP

4,620 1,775

ETR

ETR

PT-1

PT-1

EXP

EXP

23'-8"+/- 23'-8"+/-

102-

FRP

- FRP TO 4'-0"-

DOOR HARDWARE SCHEDULE

SET 1

HINGES: HEAVY DUTY, 5 KNUCKLE, FULL MORTISE

OPENING DEVICE: LEVER HANDLE

LOCKING DEVICE: MORTISE LOCK w/ EXTERIOR KEYING

EXITING DEVICE: TOUCH BAR

CLOSER: TOP SURFACE MOUNTED ON DOOR w/ 120° PARALLEL ARM

SET 2

HINGES: HEAVY DUTY, 5 KNUCKLE, FULL MORTISE

OPENING DEVICE: PULL HANDLE

LOCKING DEVICE: NONE

EXIT: PUSH PLATE

CLOSER: TOP SURFACE MOUNTED ON DOOR w/ 120° PARALLEL ARM

SET 3

TRAFFIC DOOR HARDWARE:

HINGES: MANUFACTURER'S STANDARD / DOUBLE ACTING

OPENING DEVICE: NONE

LOCKING DEVICE: NONE

EXIT: NONE

PROTECTION: STAINLESS STEEL IMPACT PLATE

GASKETING: FULL PERIMETER

SET 4

ROLL-UP DOOR HARDWARE:

TRACK, OPERATION DEVICE, HARDWARE: TO BE PROVIDED BY

DOOR MANUFACTURER AND PER MANUFACTURER'S STANDARD

BASED ON DOOR SIZE AND INSTALLATION PARAMETERS.

4" F.R. PLYWOOD

(UP TO 12'-0")

6" (16 GA)

STRUCT. STEEL

STUD @ 16" O.C.

EXISTING

ROOF STRUCTURE

R-19 ROCK WOOL

INSULATION

(FULL HT.), TYP.

2" F.R. PLYWOOD

(FROM 12'-0" TO

ROOF STRUCTURE)

WALL TYPES

6" STEEL STUD

@ 16" O.C.

R-19 ROCK WOOL

INSULATION

(FULL HT.), TYP.

EXTERIOR MACHINE SHOP

2" F.R. PLYWOOD

EXISTING LINTEL

/ OH DOOR OPENING

ENGINEERED

WOOD SIDING

NOTE: INTERIOR OF WALL TO BE FLUSH WITH

EXISTING BLOCK WALL

BRIDGING SIZED AND

SPACED PER MANUF.'S

REQUIREMENTS, TYP.

6" STEEL STUD

@ 16" O.C.

MISC. SHOP

FABRICATION

SHOP

2" F.R. PLYWOOD

FINISH TOP OF WALL

w/ 12" F.R. PLYWOOD

H

EI

G H

T

TO

M A

TC

H

A D

JO

IN

IN

G

W A

LL

(F

IE

LD

V

ER

IF

Y)

TOP TRACK / HEADER

FASTENED PER MANUF.'S

REQUIREMENTS, TYP.

SPRAYFOAM AROUND

EXISTING STRUCTURAL

SUPPORTS TO SEAL AIR

GAPS, TYP.

BOTTOM TRACK

FASTENED PER MANUF.'S

REQUIREMENTS, TYP.

7' -0

3'-0"

2' -1

0" 3'

-8

7' -0

6"

3'-0"

7' -0

3'-0"

1 2 3 4

AS

S

C H

ED

U

LE

D

AS SCHEDULED

T= TEMPERED GLAZING

T

T

DOOR TYPES

P A I N T S C H E D U L E

MATERIAL

MASONRY

1 COAT BLOCK FILLER

(WHERE BLOCK IS EXPOSED)

1 INTERMEDIATE COAT, SATIN

(TO MATCH TOP COAT COLOR)

1 TOPCOAT, SATIN

NOTESDESCRIPTION

1. APPLY AN ADDITIONAL TOPCOAT

IF REQUIRED TO PROVIDE A UNIFORM

FINISH AT NO ADDITIONAL COST.

2. PREP EXISTING SUBSTRATES IN

ACCORDANCE WITH PAINT

MANUFACTURER'S WRITTEN

INSTRUCTIONS.

METAL

(DOORS/FRAMES,

LINTELS,

EDGE GUARDS)

1 COAT METAL PRIMER

1 INTERMEDIATE COAT, SEMI-GLOSS

(TO MATCH TOP COAT COLOR)

1 TOPCOAT, SEMI-GLOSS

1 COAT PRIMER

1 INTERMEDIATE COAT, SATIN

(TO MATCH TOP COAT COLOR)

1 TOPCOAT, SATIN

PLYWOOD

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

DRAWN BY

NO.

SCALECHECKED BY

DRAWING NO.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

DATE

COMMONWEALTH OF PENNSYLVANIA

DEPT. OF MILITARY AND VETERANS' AFFAIRS

ANNVILLE, PENNSYLVANIA 17003

DMVA PROJECT NO.:

REVISIONS

A4.1

AS NOTEDJ.NYE

15 APR 2026M.MORRIS

SCHEDULES & DETAILS

UTILITY ROAD, FORT INDIANTOWN GAP,

ANNVILLE, PENNSYLVANIA 17003

BLDG. 11-70

BREAK ROOM

OFFICE

RESTROOM

CONTRACTOR SHALL FIELD VERIFY

ALL DIMENSIONS.

VARIANCE FROM CONTRACT

DOCUMENTS NOT PERMITTED

WITHOUT BUREAU OF ENGINEERING

AND ARCHITECTURE APPROVAL.

SCALECHECKED BY

DRAWING NO.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

DATE

COMMONWEALTH OF PENNSYLVANIA

DEPT. OF MILITARY AND VETERANS' AFFAIRS

ANNVILLE, PENNSYLVANIA 17003

DMVA PROJECT NO.:

REVISIONS

M0.1

AS NOTED---

15 APR 2026B. TOEVS

MECHANICAL DEMO PLAN

UTILITY ROAD, FORT INDIANTOWN GAP,

ANNVILLE, PENNSYLVANIA 17003

BLDG. 11-70

INTERIOR RENOVATION

42240022

AutoCAD SHX Text K-5024-T

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DARFIELD

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C_URINALS

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VITREOUS CHINA

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VITREOUS CHINA

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C_LAVATORY

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CHESAPEAKE

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AutoCAD SHX Text REMOVE UNIT HEATER CUT FLUE OFF BELOW ROOF FILL PIPE WITH MINIMUM R30 INSULATION. REMOVE OUTSIDE RAIN HOOD AND CAP WEATHER TIGHT.

AutoCAD SHX Text REMOVE UNIT HEATER CUT FLUE OFF BELOW ROOF FILL PIPE WITH INSULATION. REMOVE OUTSIDE RAIN HOOD AND CAP WEATHER TIGHT.

AutoCAD SHX Text REMOVE UNIT HEATER CUT FLUE OFF BELOW ROOF FILL PIPE WITH MINIMUM R30 INSULATION. REMOVE OUTSIDE RAIN HOOD AND CAP WEATHER TIGHT.

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EXISTING UNIT HEATER SHALL REMAIN IN PLACE AND OPERATIONAL

AutoCAD SHX Text EXISTING PVC PIPE SHALL BE REMOVED. OPENING SHALL BE PREPARED FOR NEW EXHAUST PIPE FOR FUME HOOD FH-1

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REMOVE EXHAUST FAN AND DUCT. OPENING TO BE CLOSED UP BY OTHERS

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EXISTING EXHAUST FAN SHALL REMAIN IN PLACE AND OPERATIONAL

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EXISTING LOUVERS SHALL REMAIN IN PLACE AND OPERATIONAL

AutoCAD SHX Text REMOVE EXHAUST FAN INCLUDING HANGERS AND SUPPORTS. LOUVER SHALL REMAIN IN PLACE. A BLANK OFF PANEL WILL BE INSTALLED BY OTHERS

AutoCAD SHX Text REMOVE EXHAUST FAN. HANGERS AND SUPPORTS SHALL REMAIN IN PLACE AND SHALL BE USED TO SUPPORT NEW EXHAUST FAN.

AutoCAD SHX Text SPIRAL DUCT EXHAUST SYSTEM SHALL BE COMPLETELY REMOVED INCLUDING ALL HANGERS AND SUPPORTS.

REMOVE EXHAUST FAN INCLUDING HANGERS AND SUPPORTS. REMOVE VERTICAL DUCT UP TO THE LAST SLIP&DRIVE JOINT. INSULATE DUCT THRU ROOF WITH MINIMUM R30 INSULATION REMOVE OUTSIDE RAIN HOOD AND CAP WEATHER TIGHT.

MACHINE SHOP

FABRICATION SHOP

MISC. SHOP

FLOOR PLAN - HVAC

SCALE: 18" = 1'-0"

SECTION 1-1

SCALE: 18" = 1'-0"

SECTION 2-2

SCALE: 18" = 1'-0"

CONTRACTOR SHALL FIELD VERIFY

ALL DIMENSIONS.

VARIANCE FROM CONTRACT

DOCUMENTS NOT PERMITTED

WITHOUT BUREAU OF ENGINEERING

AND ARCHITECTURE APPROVAL.

SCALECHECKED BY

DRAWING NO.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

DATE

COMMONWEALTH OF PENNSYLVANIA

DEPT. OF MILITARY AND VETERANS' AFFAIRS

ANNVILLE, PENNSYLVANIA 17003

DMVA PROJECT NO.:

REVISIONS

M1.1

AS NOTED---

15 APR 2026B. TOEVS

MECHANICAL FLOOR PLANS

UTILITY ROAD, FORT INDIANTOWN GAP,

ANNVILLE, PENNSYLVANIA 17003

BLDG. 11-70

INTERIOR RENOVATION

42240022

AutoCAD SHX Text K-5024-T

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DARFIELD

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C_URINALS

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VITREOUS CHINA

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VITREOUS CHINA

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C_LAVATORY

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CHESAPEAKE

AutoCAD SHX Text K-1728

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RTU-1

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WH

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FH

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AutoCAD SHX Text 30"

AutoCAD SHX Text 27"

AutoCAD SHX Text 24"

AutoCAD SHX Text 18"

AutoCAD SHX Text M1.1

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AutoCAD SHX Text M1.1

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AutoCAD SHX Text M1.1

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AutoCAD SHX Text M1.1

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AutoCAD SHX Text T

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AutoCAD SHX Text 30"

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RTU CLEARANCE

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SD-1 500CFM (TYPICAL FOR 16)

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RG-1

AutoCAD SHX Text INSTALL NEW 8" SHEET METAL DUCT THRU ROOF WITH GOOSE NECK STYLE TOP. FLASH PENETRATION TO SHINGLE ROOF.

AutoCAD SHX Text 6"

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PROVIDE A 6" BRANCH CONNECTION WITH CAP AND DAMPER FOR FUTURE EXHAUST PORT

AutoCAD SHX Text NEW LOCATION FOR EXISTING UNIT HEATER. EXTEND FLUE PIPE TO EXISTING ROOF PENETRATION

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PROVIDE DOUBLE WALL FLUE PENETRATION THROUGH NEW PARTITION WALL. SEAL AIR TIGHT

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EXISTING ROOF PENETRATION TO REMAIN, CAPPED ABOVE ROOF AND INSULATED.

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RTU-1

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RG-1

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EXHAUST FAN SHALL BE REMOVED INCLUDING DAMPER. LOUVER SHALL REMAIN.

NEW EXHAUST FAN. EXISTING HANGERS AND SUPPORTS SHALL BE REUSED.

ROOFTOP GAS HEAT/ELECTRIC A.C. PACKAGE UNIT SCHEDULE

UNIT SHALL BE GROUND MOUNTED WITH HORIZONTAL DISCHARGE.

SUPPLY FAN CONFIGURATION: 2 DIRECT DRIVE VARIABLE SPEED, FAN TYPE: BC PLENUM

UNIT SHALL BE SUPPLIED WITH ECONOMIZER HOOD, SYMBIO 700 CONTROLS, ADVANCED CONTROLS AND

FURNISH AND INSTALL DUCT SMOKE DETECTORS IN SUPPLY AND RETURN DUCT AS REQUIRED. INSTALL DETECTORS ACCORDING TO NFPA STANDARDS.

DUCT SMOKE DETECTORS SHALL BE FURNISHED AND INSTALLED UNDER THIS CONTRACT.

SHUT-OFF VALVE

PIPE RISE

RETURN GRILLE

PIPE DROP

CEILING SUPPLY DIFFUSER

C

J

MANUAL VOLUME DAMPER

PIPE BREAK

PROPANE PIPING

REFRIGERANT PIPING

FLEX DUCT

CONTROL WIRING

FIRE DAMPER

TURNING VANES

DUCT MOUNTED SMOKE DETECTOR

M

T

BALANCING VALVE

MOTOR OPERATED CONTROL VALVE

2-WAY

M MOTOR OPERATED CONTROL VALVE

3-WAY

GAS SOLENOID VALVE

AUTOMATIC TEMPERATURE

JUNCTION BOX

TEMPERATURE CONTROLLER

TEMPERATURE SENSOR

TEMPERATURE CONTOLLER

HEATING & COOLING

HEATING ONLY

S

COMBINATION SMOKE/FIRE DAMPER

LIMIT OF DEMOLITION

CONNECT TO EXISTING

HOSE REEL MOTOR SWITCH (EF-6)

EXHAUST FAN SWITCH (EF-6)

S

HEATING HOT WATER RETURN

HEATING HOT WATER SUPPLY

CONDENSATE DRAIN

DIRECTION OF FLOW

EXHAUST GRILLE

GAS PRESSURE REGULATOR

DUCT MOUNTED

CARBON DIOXIDE SENSOR

CONTROL PANEL

STRAINER

PRESSURE GAUGE

CHECK VALVE

BUILDING MANAGEMENT SYSTEM - CONTROLS

CONTRACTOR SHALL FIELD VERIFY

ALL DIMENSIONS.

VARIANCE FROM CONTRACT

DOCUMENTS NOT PERMITTED

WITHOUT BUREAU OF ENGINEERING

AND ARCHITECTURE APPROVAL.

SCALECHECKED BY

DRAWING NO.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

DATE

COMMONWEALTH OF PENNSYLVANIA

DEPT. OF MILITARY AND VETERANS' AFFAIRS

ANNVILLE, PENNSYLVANIA 17003

DMVA PROJECT NO.:

REVISIONS

M2.1

AS NOTED---

15 APR 2026B. TOEVS

MECHANICAL SCHEDULES

UTILITY ROAD, FORT INDIANTOWN GAP,

ANNVILLE, PENNSYLVANIA 17003

BLDG. 11-70

INTERIOR RENOVATION

42240022

AutoCAD SHX Text WELD EXHAUST HOOD SPECIFICATION & FUME EXHAUST HOOD SPECIFICATION (OR APPROVED EQUAL) FUME ARM (QUANTITY OF 2): IAP-AIR PRODUCTS HANGING FUME ARM MODEL: FA-0807-H WITH LIGHT KIT TUBE DIAMETER: 8" ARM LENGTH: 7' HOOD DIAMETER: 14" DUCT CONNECTION: 8" MOUNTING CONFIG.: HANGING EXHAUST EXTRACTION FAN: IAP-AIR PRODUCTS MODEL: FA-DM-1.5HP 900 CFM 110V/1PH EXHAUST FILTER: IAO-AIR PRODUCTS FILTRATION ASSEMBLY MODEL: FAF-F-1.5HP DISPOSABLE FILTER, MERV 15, FIRE RETARDANT, NANOFIBER PROVIDE 1 REPLACEMENT FILTER

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WH

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WELD / FUME EXHAUST SCHEDULE

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WH-1

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FH-1

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FH

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AutoCAD SHX Text C.F.M.

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SYMBOL

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MODEL NO.

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MFG.

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TYPE

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AutoCAD SHX Text R.P.M.

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EXHAUST FAN SCHEDULE

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SONES

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REMARKS

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VOLTAGE

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NEC F.L.A.

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FAN MOTOR

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ELECTRICAL DATA

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BASIS OF DESIGN

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EF

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FURNISH AND INSTALL WITH BACKDRAFT DAMPER, GRAVITY OPERATED

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%%UREMARKS

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LOCATION

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EF-1

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WEST WALL

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GREENHECK

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BAER-48-2-0615

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BELT

AutoCAD SHX Text 16,000

AutoCAD SHX Text 0.5

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AutoCAD SHX Text 15.2

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AutoCAD SHX Text 208/60/3

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SPEED

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FAN

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FURNISH AND INSTALL WITH BIRD SCREEN AND INSECT SCREEN

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FACTORY MOUNTED DISCONNECT SWITCH

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AutoCAD SHX Text INCLUDED WITH WALL HOUSING, GALVANIZED PANEL WITH FABRICATED GALVANIZED STEEL DRIVE FRAME, PROPELLER CAST ALUMINUM

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AutoCAD SHX Text SUPPLY AIR DIFFUSER BASIS OF DESIGN (SD-1): TUTTLE & BAILEY T64OBD SIZE: 18"x 8" RETURN AIR GRILLE BASIS OF DESIGN (RG-1): TUTTLE & BAILEY MODEL CRE500 WITH MODEL A45 MOUNTING FRAME

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DIFFUSER/GRILLE SCHEDULE

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SYMBOL

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MFG.

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MODEL NO.

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SERVES

AutoCAD SHX Text E.S.P.

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(IN WC)

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AutoCAD SHX Text B.H.P.

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FAN

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SUPPLY FAN PERFORMANCE

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AutoCAD SHX Text O.A.

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SUPPLY

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DESIGN CONDITIONS

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SEASON

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OUTDOOR

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INDOOR

AutoCAD SHX Text D.B.

AutoCAD SHX Text W.B.

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COOLING COIL DATA (DX)

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TOTAL

AutoCAD SHX Text M.B.H.

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SENSIBLE

AutoCAD SHX Text E.E.R.

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STAGES

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STAGES

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OUTPUT

AutoCAD SHX Text M.B.H.

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INPUT

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HEATING DATA (NAT. GAS)

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AFUE

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ELECTRICAL DATA

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VOLTAGE

AutoCAD SHX Text F.L.A.

AutoCAD SHX Text M.O.P.

AutoCAD SHX Text M.C.A.

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REMARKS

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WEIGHT

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(LBS.)

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RTU

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%%UREMARKS

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BASIS OF DESIGN

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BACNET BAS INTERFACE TO JOHNSON CONTROLS.

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AutoCAD SHX Text REFRIGERANT R-454B PROVIDE 18" FULL PERIMETER KNOCKDOWN CURB CLOGGED FILTER & CONDENSATE OVERFLOW MONITORING SUPPLY FAN MULTI-SPEED MOTOR MOTORIZED OUTSIDE AIR DAMPER PROVIDE MERV 13 FILTER PROVIDE MODULATING HOT GAS REHEAT (HGRH) HUMIDITY DUCT MOUNTED SENSOR PROVIDE STAINLESS STEEL DRAIN PAN PROVIDE CONDENSER HAIL GUARDS PROVIDE FACTORY-INSTALLED CIRCUIT BREAKER, PHASE MONITOR, AND 120V SERVICE OUTLET

AutoCAD SHX Text

RTU-1

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TRANE

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YSK240A4S0H

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AutoCAD SHX Text 1.0

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AutoCAD SHX Text 3.00

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WINTER

AutoCAD SHX Text 11.6

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SUMMER

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AutoCAD SHX Text 249.03

AutoCAD SHX Text 186.81

AutoCAD SHX Text 9.8

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AutoCAD SHX Text 10:1

AutoCAD SHX Text

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AutoCAD SHX Text 460/3

AutoCAD SHX Text 2,666

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%%UHVAC SYMBOLS

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text G

AutoCAD SHX Text T

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FS

AutoCAD SHX Text C

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MS

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HHWS

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HHWR

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CD

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VD

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CO

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DD

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LP

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REF

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FLEXIBLE DUCT

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DUCT TRANSITION

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DUCT RISE

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SQUARE DUCT TEE WITH TURNING VAINES

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MIN. DIMENSION OF 5"

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BRANCH DUCT TAKE OFF

AutoCAD SHX Text 45°

AutoCAD SHX Text 15°

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MANUAL VOLUME DAMPER

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DUCT SLEEVE THRU WALL OR FLOOR

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SQUARE DUCT ELBOW WITH TURNING VAINES

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SCALE:

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%%U DUCT CONSTRUCTION DETAILS

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NTS

AutoCAD SHX Text PROVIDE BUILDING MANAGEMENT SYSTEM (BMS) CONTROL PANEL. SYSTEM SHALL BE JOHNSON CONTROLS METASYS AND BE AN EXTENSION OF THE EXISTING BASE-WIDE BUILDING MANAGEMENT SYSTEM. CONTACT CHRISTOPHER BARLOW AT JCI, 717-712-1871 BMS WILL INTERFACE TO AC SYSTEMS FOR REMOTE MONITORING. S FOR REMOTE MONITORING. FOR REMOTE MONITORING. BMS CONTRACTOR WILL FURNISH GAS SUBMETER MODEL AL-800 AND IMAC PULSIMATIC CONTRACTOR WILL FURNISH GAS SUBMETER MODEL AL-800 AND IMAC PULSIMATIC TRANSMITTER (WATER SUBMETER). CONNECT ELECTRIC SMART METER TO BMS.

AutoCAD SHX Text 1.

2.

FLOOR PLAN - PLUMBING DEMO

SCALE: 18" = 1'-0"

BREAK ROOM

OFFICE

RESTROOM

CONTRACTOR SHALL FIELD VERIFY

ALL DIMENSIONS.

VARIANCE FROM CONTRACT

DOCUMENTS NOT PERMITTED

WITHOUT BUREAU OF ENGINEERING

AND ARCHITECTURE APPROVAL.

SCALECHECKED BY

DRAWING NO.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

DATE

COMMONWEALTH OF PENNSYLVANIA

DEPT. OF MILITARY AND VETERANS' AFFAIRS

ANNVILLE, PENNSYLVANIA 17003

DMVA PROJECT NO.:

REVISIONS

P0.1

AS NOTED---

15 APR 2026B. TOEVS

PLUMBING DEMO

UTILITY ROAD, FORT INDIANTOWN GAP,

ANNVILLE, PENNSYLVANIA 17003

BLDG. 11-70

INTERIOR RENOVATION

42240022

AutoCAD SHX Text K-5024-T

AutoCAD SHX Text

DARFIELD

AutoCAD SHX Text

C_URINALS

AutoCAD SHX Text

VITREOUS CHINA

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VITREOUS CHINA

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C_LAVATORY

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CHESAPEAKE

AutoCAD SHX Text K-1728

AutoCAD SHX Text REMOVE ABOVE GROUND MOUNTED OIL WATER SEPARATOR AND ALL ASSOCIATED PIPING TO AND FROM THE PIT AND TO THE SEWER PIPE.

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EXISTING SANITARY SEWER DROP AND VENT PIPE TO REMAIN

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CAP GAS PIPING AFTER UNIT HEATER IS REMOVED BY OTHERS.

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CAP GAS PIPING AFTER UNIT HEATER IS REMOVED BY OTHERS.

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GAS PIPING TO REMAIN IN TACT AND OPERATIONAL TO UNIT HEATER

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DISCONNECT GAS PIPING AND PREPARE PIPE FOR EXTENSION TO NEW UNIT HEATER LOCATION

AutoCAD SHX Text EMPTY OIL DRAIN PIT, STEAM PRESSURE WASH AND CHEMICALLY CLEAN PIT IN PREPARATION FOR NEW OIL WATER SEPARATOR INSTALLATION

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EXISTING WATER COOLER TO REMAIN

EXISTING EMERGENCY EYE WASH TO REMAIN

MACHINE SHOP

FABRICATION SHOP

MISC. SHOP

FLOOR PLAN - PLUMBING

SCALE: 18" = 1'-0"

CONTRACTOR SHALL FIELD VERIFY

ALL DIMENSIONS.

VARIANCE FROM CONTRACT

DOCUMENTS NOT PERMITTED

WITHOUT BUREAU OF ENGINEERING

AND ARCHITECTURE APPROVAL.

SCALECHECKED BY

DRAWING NO.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

DATE

COMMONWEALTH OF PENNSYLVANIA

DEPT. OF MILITARY AND VETERANS' AFFAIRS

ANNVILLE, PENNSYLVANIA 17003

DMVA PROJECT NO.:

REVISIONS

P1.1

AS NOTED---

15 APR 2026B. TOEVS

PLUMBING FLOOR PLAN

UTILITY ROAD, FORT INDIANTOWN GAP,

ANNVILLE, PENNSYLVANIA 17003

BLDG. 11-70

INTERIOR RENOVATION

42240022

AutoCAD SHX Text K-5024-T

AutoCAD SHX Text

DARFIELD

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C_URINALS

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VITREOUS CHINA

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VITREOUS CHINA

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C_LAVATORY

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CHESAPEAKE

AutoCAD SHX Text K-1728

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RTU-1 8000 CFM

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EMERGENCY SHOWER/EYE WASH

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RECONNECT GAS PIPING TO RELOCATED UNIT HEATER

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OWS-1

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OIL/WATER SEPARATOR SUMP PUMP

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CAP DRAIN PIPE AT THIS END OF UNIT

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DUMP VALVE

EXISTING GAS METER AND ENTRY

CONTRACTOR SHALL FIELD VERIFY

ALL DIMENSIONS.

VARIANCE FROM CONTRACT

DOCUMENTS NOT PERMITTED

WITHOUT BUREAU OF ENGINEERING

AND ARCHITECTURE APPROVAL.

SCALECHECKED BY

DRAWING NO.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

DATE

COMMONWEALTH OF PENNSYLVANIA

DEPT. OF MILITARY AND VETERANS' AFFAIRS

ANNVILLE, PENNSYLVANIA 17003

DMVA PROJECT NO.:

REVISIONS

P2.1

AS NOTED---

15 APR 2026B. TOEVS

PLUMBING DETAILS

UTILITY ROAD, FORT INDIANTOWN GAP,

ANNVILLE, PENNSYLVANIA 17003

BLDG. 11-70

INTERIOR RENOVATION

42240022

2.1PSCALE: NOT TO SCALE

EMERG. SHOWER/EYE WASH DETAIL1

2.1PSCALE: NOT TO SCALE

SUMP PUMP & PIT DETAIL

2.1PSCALE: NOT TO SCALE

WATER OIL SEPARATOR DETAIL

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STAINLESS STEEL SHOWER HEAD

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EMERGENCY PULL HANDLE

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STAINLESS STEEL EYEWASH

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PUSH PLATE

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FOOT PEDAL

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BRACE

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SIGN

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WALL

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WASTE EXTENDED TO DRAIN

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NOT USED

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NOT USED

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NOT USED

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DOMESTIC WATER SUPPLY

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EMERGENCY SHOWER W/ EYE WASH BASIS OF DESIGN:

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GUARDIAN MPDEL NO. G190ZBC 1-1/4 PIPE SIZE

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FRONT VIEW

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RIGHT SIDE VIEW

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REAR VIEW

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LEFT SIDE VIEW

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EXTERIOR WALL

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EXTERIOR WALL

AutoCAD SHX Text WATER OIL SEPARATOR BASIS OF DESIGN: Mi-T-M MODEL WOS-15-0M30: WATER OIL SEPARATOR 15 GPM. 208-230 3P. 1 HP SURFACE MOUNT SUMP, OZONE GENERATOR, AND OIL DECANTER. 170 GALLON TANK, 672 SQ. FT. MEDIA. FOR DISCHARGE. WX-0001: CONTINUOUS RECIRCULATION. ALLOWS SYSTEM TO REMAIN ON AND ALWAYS RECIRCULATE WATER BACK TO PIT. ADDS FLOAT CONTROL TO PIT AND ELECTRIC DUMP VALVE TO TANK FOR DUMPING TO DISCHARGE WHEN PIT IS FULL. 55-1887: 2" PVC CHECK VALVE

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INSTALL A CHECK VALVE IN THE INLET PLUMBING OF THE PUMP.

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INLET FROM EXISTING TRENCH DRAINS

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TIE FLOAT CORDS TO PIPE

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EXISTING COVER/GRATE

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TO OWS-UNIT

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CONCRETE

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CHECK VALVE

AutoCAD SHX Text Mi-T-M SUMP PUMP

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FLOAT #1 BLUE NO

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FLOAT #2 GREEN NO/NC

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FLOAT

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WX-0001

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PIT LOW LEVEL

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SHUT OFF

EXISTING CONCRETE PIT

LIGHTING DEMOLITION PLAN

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

POWER DEMOLITION PLAN

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

CONTRACTOR SHALL FIELD VERIFY

ALL DIMENSIONS.

VARIANCE FROM CONTRACT

DOCUMENTS NOT PERMITTED

WITHOUT BUREAU OF ENGINEERING

AND ARCHITECTURE APPROVAL.

SCALECHECKED BY

DRAWING NO.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

DATE

COMMONWEALTH OF PENNSYLVANIA

DEPT. OF MILITARY AND VETERANS' AFFAIRS

ANNVILLE, PENNSYLVANIA 17003

DMVA PROJECT NO.:

REVISIONS

E0.1

AS NOTEDD. HEALEY

15 APR2026B. BARGER

DEMOLITION PLANS

UTILITY ROAD, FORT INDIANTOWN GAP

ANNVILLE, PENNSYLVANIA 17003

BLDG. 11-70

INTERIOR RENOVATION

42240022

AutoCAD SHX Text ALL EXISTING LIGHT FIXTURES, SWITCHING, EXIT SIGNS, CONDUIT, BOXES, AND CONDUCTORS TO BE REMOVED UNLESS BEING REUSED. ALL OTHER SYSTEMS ARE ETR UNO. NO WORK THIS AREA UNO.

AutoCAD SHX Text

%%ULIGHTING DEMOLITION PLAN NOTES%%U:

AutoCAD SHX Text

AutoCAD SHX Text

GENERAL NOTES FOR ALL ELECTRICAL DEMOLITION PLANS

AutoCAD SHX Text 1.

AutoCAD SHX Text WHEN A DEVICE IS REMOVED, IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN CIRCUITING TO UPSTREAM OR DOWNSTREAM DEVICES TO REMAIN FOR FULL OPERATION. WHEN A "CIRCUIT" IS TO BE REMOVED, THE CIRCUIT SHALL BE REMOVED ONLY IF THE PARTICULAR DEVICES ARE THE ONLY ITEMS ON THE CIRCUIT. IF THERE ARE OTHER DEVICES OR EQUIPMENT ON THE CIRCUIT, ONLY THE DEVICE OR EQUIPMENT SHALL BE REMOVED. MAINTAIN CIRCUITRY TO REMAINING DEVICES AS REQUIRED.