B08_Attachment_2_Drawings.pdf

BRICKHILL RIVER

SOUTH CUT TRAIL

HIGH POINT

(PRIVATE)

THE SETTLEMENT

SATILLA RIVER

TO EXIT 2

V.C./HQ.

GREYFIELD (PRIVATE)

PLUM ORCHARD

STAFFORD

ISLAND

C U

M B

E R

L A

N D

S O

U N

DKINGS BAY

C R O

O K

E D R

IV

E R

CROOKED RIVER

M

A

IN

R O

A D

C U

M B

E R

L A

N D

I S

L A

N D

N A

T

IO

N A

L S

E A

S H

O R

E

B O

U N

D R

Y

OLD HOUSE ROAD

CEMETERY

STAFFORD

P R

A T T S T

R A

IL

WILLOW POND TRAIL

YANKEE

PARADISE

DUCK HOUSE TRAIL

ATLANTIC OCEAN

HICKORY HILL

LITTLE

CUMBERLAND

ISLAND

(PRIVATE)

LIGHTHOUSE

(ABANDONED)

CUM

BERLAND R

IV

ER

BRICKHILL BLUFF

NORTH CUT ROAD

C U M

B E R

LA

N D

R

IV

E R

R O

L L E

R C

O A

S T

E R

T R

A

IL

CUMBERLAND ISLAND NATIONAL SEASHORE

DUNGENESS RUINS

ICE HOUSE MUSEUM &

DUNGENESS DOCK

SEA CAMP DOCK

& VISITOR CENTER

DRUM

POINT

ISLAND

PASSENGER FERRY

ST. MARYS

ST. MARYS RIVER

PELICAN BANKS

SOUTH POINT TRAIL

CEMETERY

P A

R A

L L

E L

T R

A

IL

R

IV

E R

T R

LITTLE GREYFIELD

BEACH

M A

IN

R

O A

D

SEA CAMP BEACH

STAFFORD BEACH

JETTY

THIS PROJECT

LOCATION MAP - CUMBERLAND ISLAND NATIONAL SEASHORE

SCALE IN MILES:

GEORGIA (EXTREME SOUTHEAST)

SCALE IN MILES

PARK BOUNDARY

STATE LINE

PAVED ROAD

UNPAVED ROAD

TRAIL

CREEK OR RIVER

VISITOR CENTER

PARK HEADQUARTERS

PICNIC AREA

CAMP GROUND

PRIMITIVE

RESTROOMS

BACKCOUNTRY

CAMPGROUND

LEGEND

GEORGIA

FLORIDA

CUMBERLAND ISLAND

NATIONAL SEASHORE

ATLANTIC

OCEAN

CASTILLO SAN

DE MARCOS

NATIONAL

MONUMENT

DAYTONA

BEACH

GAINESVILLE

JACKSONVILLE

GULF

OF

MEXICO

OCALA

ST. AUGUSTINE

ST. MARYS

1 0 1 3 5

V.C.

H.Q.

15 0 10 30

TITLE OF PROJECT DRAWING NO.

PMIS/PKG NO.

OF

SHEET

NAME OF PARK

COUNTYREGION STATE

UNITED STATES

DEPARTMENT OF THE INTERIOR

NATIONAL PARK SERVICE

SOUTHEAST REGION

QUALITY DESIGN CERTIFICATIONMark Sheet Date InitialREVISION

PROJECT MANAGER DATE

PREPARED IN ACCORDANCE WITH DESIGN DEVELOPMENT (TITLE 1)

(DRAWING NO.)

OR

VARIANCE FROM DESIGN DEVELOPMENT (TITLE 1)

APPROVED BY SUPERINTENDENT ON

OR

CONSTRUCTION DRAWING NOT PRECEDED BY DESIGN

DEVELOPMENT (TITLE 1)

PRIME/ARCH:

GWWO, INC.

BALTIMORE, MD

GWWO INC. - CONTRACT NUMBER 140P2022D0001

HENRY ADAMS, LLC

BALTIMORE, MD

GWWO, INC.

BALTIMORE, MD

MECHANICAL/ELECTRICAL:

STRUCTURAL:

SHEN MILSOM & WILKE

ARLINGTON, VA

TELECOMMUNICATIONS:

SEAL:

PRESERVE AND REHABILITATE

THE HISTORIC GRANGE

188128

258139

CUMBERLAND ISLAND NATIONAL SEASHORE

CAMDENSOUTHEAST GEORGIA

CONSTRUCTION DOCUMENTS

CUMBERLAND ISLAND NATIONAL SEASHORE

PRESERVE AND REHABILITATE THE HISTORIC GRANGE

COVER SHEETS

1 CS.1 COVER SHEET

2 CS.2 ABBREVIATIONS, KEYNOTES, &

SYMBOLS

3 CS.3 CODE STUDY & EGRESS PLAN

HAZMAT

4 H1.1 HAZARDOUS MATERIALS PLANS

5 H1.2 HAZARDOUS MATERIALS PLANS

6 H1.3 HAZARDOUS MATERIALS PLANS

7 H1.4 HAZARDOUS MATERIALS PLANS

8 H1.5 HAZARDOUS MATERIALS PLANS

ARCHITECTURAL

9 AS1.1 ARCHITECTURAL SITE PLAN

10 AS1.2 SITE DETAILS & DEMOLITION

NOTES

11 AD1.1 ARCHITECTURAL DEMOLITION

PLANS

12 AD1.2 ARCHITECTURAL DEMOLITION

PLANS

13 AD1.3 ARCHITECTURAL DEMOLITION

PLANS

14 AD1.4 ARCHITECTURAL DEMOLITION

PLANS

15 AD1.5 ARCHITECTURAL DEMOLITION

PLANS

16 A1.1 BASEMENT FLOOR PLAN

17 A1.2 FIRST FLOOR PLAN

18 A1.3 SECOND FLOOR PLAN

19 A1.4 ATTIC FLOOR PLAN

20 A1.5 ROOF LEVEL

21 A2.1 REFLECTED CEILING PLAN -

BASEMENT & FIRST FLOOR

22 A2.2 REFLECTED CEILING PLAN -

SECOND FLOOR & ATTIC

23 A3.1 EXTERIOR ELEVATIONS

24 A5.1 RAMP SECTIONS & DETAILS

25 A5.2 STAIR /RAMP SECTIONS & DETAILS

26 A5.3 STAIR SECTIONS & DETAILS

27 A6.1 DETAILS

28 A6.2 DETAILS

29 A6.3 ROOFING DETAILS

30 A7.1 ENLARGED PLAN & INT.

ELEVATIONS

31 A7.2 DETAILS

32 A7.3 DETAILS

33 A7.4 DETAILS

34 A7.5 DETAILS

35 A7.6 DETAILS

36 A8.1 DOOR SCHEDULE

37 A8.2 DETAILS

38 A8.3 WINDOW SCHEDULE

39 A9.1 FINISH PLAN - FIRST & SECOND

FLOOR

INDEX OF DRAWINGS

CONTRACT NUMBER: CUIS 258139

SHEET SUB-SHEET TITLE OF SHEET

STRUCTURAL

40 S1.0 NOTES & ABBREVIATIONS

41 S1.1 FIRST FLOOR FRAMING PLAN

42 S1.2 FIRST FLOOR & ROOF FRAMING

PLANS

43 S4.1 SECTIONS & DETAILS

44 S4.2 SECTIONS & DETAILS

FIRE PROTECTION

45 FP0.1 FIRE PROTECTION COVER SHEET

46 FD1.1 BASEMENT - FIRE PROTECTION -

DEMOLITION PLAN

47 FD1.2 FIRST FLOOR - FIRE PROTECTION -

DEMOLITION PLAN

48 FD1.3 SECOND FLOOR - FIRE

PROTECTION - DEMOLITION PLAN

49 FP1.1 BASEMENT - FIRE PROTECTION -

NEW WORK PLAN

50 FP1.2 FIRST FLOOR - FIRE PROTECTION -

NEW WORK PLAN

51 FP1.3 SECOND FLOOR - FIRE

PROTECTION - NEW WORK PLAN

52 FP1.4 ATTIC - FIRE PROTECTION - NEW

WORK PLAN

53 FP5.1 FIRE PROTECTION DETAILS AND

SCHEDULES

PLUMBING

54 P0.1 PLUMBING COVER SHEET

55 PD0.2 PLUMBING SITE PLAN -

DEMOLITION PLAN

56 PD1.0 FOUNDATION - PLUMDING -

DEMOLITION PLAN

57 PD1.1 BASEMENT - PLUMBING -

DEMOLITION PLAN

58 PD1.2 FIRST FLOOR - PLUMDING -

DEMOLITION PLAN

59 PD1.3 SECOND FLOOR - PLUMBING -

DEMOLITION PLAN

60 PD1.4 ATTIC - PLUMBING - DEMOLITION

PLAN

61 PD1.5 ROOF - PLUMBING - DEMOLITION

PLAN

62 P0.2 PLUMBING SITE PLAN - NEW WORK

PLAN

63 P1.0 FOUNDATION - PLUMDING - NEW

WORK PLAN

64 P1.1 BASEMENT - PLUMBING - NEW

WORK PLAN

65 P1.2 FIRST FLOOR - PLUMDING - NEW

WORK PLAN

66 P1.3 SECOND FLOOR - PLUMBING - NEW

WORK PLAN

67 P1.4 ATTIC - PLUMBING - NEW WORK

PLAN

68 P1.5 ROOF - PLUMBING - NEW WORK

PLAN

69 P3.1 PLUMBING - PART PLANS

70 P5.1 PLUMBING DETAILS

71 P6.1 PLUMBING RISER DIAGRAMS

72 P6.2 PLUMBING RISER DIAGRAMS

73 P8.1 PLUMBING SCHEDULES

MECHANICAL

74 M0.1 MECHANICAL COVER SHEET

75 MD1.1 BASEMENT - MECHANICAL -

DEMOLITION PLAN

76 MD1.2 FIRST FLOOR - MECHANICAL -

DEMOLITION PLAN

77 MD1.3 SECOND FLOOR - MECHANICAL -

DEMOLITION PLAN

78 MD1.4 ATTIC - MECHANICAL - DEMOLITION

PLAN

79 M0.2 MECHANICAL SITE PLAN - NEW

WORK PLAN

80 M1.1 BASEMENT - DUCTWORK - NEW

WORK PLAN

81 M1.2 FIRST FLOOR - DUCTWORK - NEW

WORK PLAN

82 M1.3 SECOND FLOOR - DUCTWORK -

NEW WORK PLAN

83 M1.4 ATTIC - DUCTWORK - NEW WORK

PLAN

84 M1.5 ROOF - DUCTWORK - NEW WORK

PLAN

85 M2.1 BASEMENT - MECHANICAL PIPING -

NEW WORK PLAN

86 M2.2 FIRST FLOOR - MECHANICAL

PIPING - NEW WORK PLAN

87 M2.3 SECOND FLOOR - MECHANICAL

PIPING - NEW WORK PLAN

88 M2.4 ATTIC - MECHANICAL PIPING - NEW

WORK PLAN

89 M5.1 MECHANICAL DETAILS

90 M5.2 MECHANICAL DETAILS

91 M7.1 AUTOMATIC TEMPERATURE

CONTROLS

92 M8.1 MECHANICAL SCHEDULES

ELECTRICAL

93 E0.1 ELECTRICAL LEGEND AND

CONVENTIONS

94 E0.2 ELECTRICAL ABBREVIATIONS AND

GENERAL NOTES

95 E0.3 ELECTRICAL SITE PLAN

96 ED1.1 BASEMENT ELECTRICAL

DEMOLITION

97 ED1.2 FIRST FLOOR ELECTRICAL

DEMOLITION

98 ED1.3 SECOND FLOOR ELECTRICAL

DEMOLITION

99 ED1.4 ATTIC ELECTRICAL DEMOLITION

100 ED1.5 ROOF ELECTRICAL DEMOLITION

101 E1.1 FIRST FLOOR LUMINAIRE

RESTORATION

102 E1.2 SECOND FLOOR LUMINAIRE

RESTORATION

103 E1.3 HISTORIC LUMINAIRE DETAILS

104 E1.4 HISTORIC LUMINAIRE SCHEDULE

105 E1.5 HISTORIC LUMINAIRE SCHEDULE

106 E2.1 BASEMENT POWER AND LIGHTING

NEW WORK

107 E2.2 FIRST FLOOR POWER AND

LIGHTING NEW WORK

108 E2.3 SECOND FLOOR POWER AND

LIGHTING NEW WORK

109 E2.4 ATTIC POWER AND LIGHTING NEW

WORK

110 E2.5 ROOF POWER AND LIGHTNING

PROTECTION

111 E3.1 ELECTRICAL ONE-LINE AND

TELECOM RISER DIAGRAMS

112 E3.2 ELECTRICAL PANEL SCHEDULES

113 E3.3 ELECTRICAL SCHEDULES

114 E4.1 ELECTRICAL DETAILS

115 E4.2 ELECTRICAL DETAILS

116 E4.3 ELECTRICAL DETAILS

FIRE ALARM

117 FA0.1 FIRE ALARM COVER SHEET

118 FA1.1 BASEMENT FIRE AND INTRUSION

ALARM NEW WORK

119 FA1.2 FIRST FLOOR FIRE AND INTRUSION

ALARM NEW WORK

120 FA1.3 SECOND FLOOR FIRE AND

INTRUSION ALARM NEW WORK

121 FA1.4 ATTIC FIRE AND INTRUSION ALARM

NEW WORK

122 FA2.1 FIRE ALARM RISER, MATRIX, AND

MOUNTING INFORMATION

TELECOMMUNICATIONS

123 TT0.0 TELECOM LEGEND & GENERAL

NOTES

124 TT0.1 TELECOM LEGEND &

ABBREVIATIONS

125 TT0.2 TELECOM SITE PLAN

126 TT1.0 TELECOM OVERALL PLAN -

BASEMENT LEVEL

127 TT1.1 TELECOM OVERALL PLAN - FIRST

FLOOR

128 TT1.2 TELECOM OVERALL PLAN -

SECOND FLOOR

129 TT1.3 TELECOM OVERALL PLAN - ATTIC

LEVEL

130 TT2.4 TELECOM DETAILS

131 TT2.5 TELECOM RISER DIAGRAM MAY 31, 2024

05/31/2024

CMU MASONRY PLASTER/ GWB

SURFACES

STEEL (LARGE SCALE)CONCRETE (SECTION)

COMPACTED GRAVEL

PLYWOOD

BLOCKING (INTERMITTENT/ AS REQ)

END GRAIN LUMBER (CONTINUOUS)

BATT/ ACOUSTICAL INSULATION

RIGID INSULATION

COMPACTED EARTH BRICK

CERAMIC TILE

SEALANT

FLASHING

GLASS (ELEVATION)

KEY TO MATERIALS

PLAM FINISH PARTICLEBOARD WITH

PLAM FINISH

X

1t WINDOW TYPE

DOOR NUMBER

ROOM

IDENTIFICATION

DEMOLITION NOTE

REFERENCE POINT

CONSTRUCTION NOTE

WALL TYPE DETAIL REFERENCE

INTERIOR ELEVATION

REFERENCE

BUILDING ELEVATION

REFERENCE

WALL SECTION

REFERENCE

BUILDING SECTION

REFERENCE

NEW WORK

KEY TO SYMBOLS

SCHEDULED ACCESSORY

EXISTING

WORK

X

XXX

RM. NAME

22.1

9.11

X

XX.XX

X

XX.XX

X

XX.XX

X

XX.XX

X

XX.XX

SUBSTRATE

MATERIAL

FASTENER ** SPACING EMBEDMENT

CONCRETE 1/2" EXPANSION BOLTS

OR HILTI-KWIK BOLT II

OR APPROVED EQUAL

3'-0" o.c. 2 1/4"

CMU 1/2" DIA. HILTI KWIK BOLT II

IN GROUT FILLED BLOCK

3'-0" o.c. 2 1/2"

STEEL 1/2" DIA THRU BOLTS

OR HILTI DNI PINS WITH WASHER

OR APPROVED EQUAL

3'-0" o.c.

3'-0" o.c.

METAL DECK HILTI KWIK-FLEX #4 SELF

DRILLING SCREWS OR

APPROVED EQUAL

1'-6" o.c.

WOOD 1/4" DIA LAG SCREWS 3'-0" o.c. 1 1/2"

FASTENERS ON WOOD BLOCKING OR MASONRY SHALL BE HOT DIPPED

GALVANIZED OR STAINLESS STEEL FASTENERS ON DISSIMILAR METALS SHALL BE

STAINLESS STEEL

**FASTENERS SHALL BE NO MORE THAN 1'-0" FROM END OF ANY BLOCKING

SEGMENT

BLOCKING FASTENER SCHEDULE

GENERAL CONSTRUCTION NOTES

CONSTRUCTION NOTES: THE CONSTRUCTION NOTES ON THIS SHEET ARE

USED THROUGHOUT THE DRAWINGS WHERE SUCH NOTES WILL CLARIFY

THE SCOPE AND EXTENT OF WORK. EXTENT OF WORK, TYPICALLY, IS

INDICATED GRAPHICALLY ON THE DRAWINGS THROUGH LINEWORK,

DIMENSIONS, MATERIAL INDICATIONS, DEFINED SYMBOLS, SCHEDULES AND

NOTES. THE USE OF KEYED NOTES FROM THIS SHEET ARE FOR DRAWING

EFFICIENCY ONLY AND ARE NOT INTENDED TO ESTABLISH ANY SPECIAL

SIGNIFICANCE OVER OTHER GRAPHIC CONVENTIONS USED ON THE

DRAWINGS. THE USE OF A KEYED SYMBOL, FROM THIS SHEET, ON OTHER

DRAWINGS IS TO BE READ AS IF THE NOTE WRITTEN HERE WERE WRITTEN

AT THE LOCATION OF THE SYMBOL ON THE OTHER SHEET IN ITS ENTIRETY.

1.1 GENERAL REQUIREMENTS: THE FOLLOWING GENERAL REQUIREMENTS

NOTES APPLY TO ALL WORK AND ARE NOT SYMBOLICALLY

REFERENCED ELSEWHERE ON THE DRAWINGS.

1.2 THE WORK AS INDICATED ON THE DRAWINGS APPLIES TO THE

DEFINED SCOPES OF THE WORK. THE DRAWINGS, IN GENERAL, DO

NOT SPECIFICALLY ADDRESS PATCHING OR REPAIRS THAT ARE

GENERALLY DEPENDENT ON THE CONTRACTOR'S INDIVIDUAL "MEANS

AND METHODS" OF EXECUTING THE WORK.

THE DRAWINGS DO NOT INDICATE ALL PATCHING OR REPAIRS

NECESSITATED BY THE REMOVAL OR INSTALLATION OF OTHER WORK

THAT IS NOT SPECIFICALLY LOCATED, PERFORMED OUT OF

SEQUENCE OR IS OF SUCH A NATURE THAT PATCHING AND

REPAIRS ARE OBVIOUSLY INHERENT IN THE ITEM OF WORK. SUCH

WORK IN EXISTING FABRIC INCLUDES, BUT IS NOT LIMITED TO,

PATCHING AND REPAIRS FOR CONCEALED ELECTRICAL WIRING,

PIPING PENETRATIONS, STRUCTURAL ATTACHMENTS, STRUCTURAL

REINFORCEMENTS, LINTEL INSTALLATION, TERMINAL DEVICES

(MECHANICAL/ELECTRICAL) AND DUCTWORK INSTALLATION NEAR, IN

OR THROUGH EXISTING FABRIC. ANY ADDITIONAL PATCH AND REPAIR

NECESSARY DUE TO CONSTRUCTION MEANS AND METHODS MUST BE

REVIEWED AND APPROVED BY THE C.O. PRIOR TO COMMENCING

WORK.

1.3 THE EXTENT OF WORK INDICATED IN THE CONTRACT DOCUMENTS IS

SYMBOLIC AND GENERAL. THE EXACT EXTENT AND LOCATIONS OF

WORK MUST BE ESTABLISHED AND CONFIRMED IN THE FIELD. THE

EXTENT OF NEW WORK AND REBUILT WORK SHALL BE COORDINATED

WITH THE NECESSARY DEMOLITION.

1.4 "EXTENT OF WORK" SYMBOLS ARE DEFINED AS FOLLOWS:

1.5 PATCHING AND REPAIRS SHALL BE EXECUTED SO THAT THE

TRANSITION BETWEEN NEW AND EXISTING IS SEAMLESS AND

UNDETECTABLE WHEN VIEWED FROM A DISTANCE OF ONE FOOT.

1.6 MAINTAIN TEMPORARY SUPPORT FOR EXISTING CONSTRUCTION AND

STRUCTURE TO HOLD IN-PLACE WITHOUT ANY MOVEMENT UNTIL

NEW SUPPORTING WORK IS IN PLACE.

SCOPE OF WORK

APPLIES TO THE

AREA ENCLOSED

BY THE DASHED

LINE.

X.X

SCOPE OF

WORK APPLIES

TO THE ITEM

SHOWN AND

FURTHER

IDENTIFIED IN

THE NOTE OR AT

THE SYMBOL.

X.XSCOPE OF WORK

APPLIES TO THE

ENTIRE ROOM

FOR THE ITEM OF

WORK IDENTIFIED

EITHER IN THE

NOTE OR AT THE

SYMBOL.

X.X

ROOM

XXX

SCOPE OF WORK

APPLIES TO THE

OPENINGS FOR

THE ITEM OF

WORK

IDENTIFIED.

X.X

XXXXXX

DESIGNED:

CADD:

TECH REVIEW:

DATE:

SUB SHEET NO: TITLE OF SHEET: DRAWING NO.

PMIS/PKG NO.

OF

A/E FIRM:

PRIME:

SHEET

SEAL:

/1

/2

:5

:5

P

M

GWWO, INC.

BALTIMORE,

MD

JRG

IAG

MAY 31, 2024

CS.2JRG

ABBREVIATIONS, KEYNOTES, &

SYMBOLS

CUMBERLAND ISLAND NATIONAL SEASHORE

258139

PRESERVE AND REHABILITATE THE

HISTORIC GRANGE

188128

AB -ANCHOR BOLT

ABV -ABOVE

ACC -AIR COOLED

CONDENSING UNIT

ACU -AIR CONDITIONING

UNIT

AD -ACCESS DOOR

ADD -ADDENDUM, ADDITION

ADDL -ADDITIONAL

ADH -ADHESIVE

ADJ -ADJUST, ADJACENT

AFF -ABOVE FINISH FLOOR

AFG -ABOVE FINISH GRADE

AGGR -AGGREGATE

AHU -AIR HANDLING UNIT

ALT -ALTERNATE

AL -ALUMINUM

ANC -ANCHOR

APPROX -APPROXIMATE(LY)

ARCH -ARCHITECTURAL

ASSY -ASSEMBLY

AUTO -AUTOMATIC

AVG -AVERAGE

AWG -AMERICAN WIRE

GAUGE

& -AND

@ -AT

< -ANGLE(S)

BAL -BALANCE

BLDG -BUILDING

BLK(G) -BLOCK(ING)

BOD -BOTTOM OF DUCT

BOS -BOTTOM OF STEEL

BOT(T) -BOTTOM

BPL -BASE PLATE

BRCG -BRACING

BRDG -BRIDGING

BRG -BEARING

BRK -BRICK

BS -BOTH SIDES

BSMT -BASEMENT

BT -BATHTUB

BTWN -BETWEEN

BW -BOTH WAYS

C -CONDUIT

CAB -CABINET

CAT -CATEGORY

CATV -CABLE TELEVISION

CCTV -CLOSED CIRCUIT

TELEVISION

CFLS -COUNTER FLASHING

CHAN -CHANNEL

CHKR -CHECKER

CIR -CIRCLE

CKT -CIRCUIT

CJ -CONSTRUCTION JOINT

CL -CLEAR, CLEARANCE

CTLN -CENTERLINE

CLG -CEILING

CLJ -CONTROL JOINT

CMU -CONCRETE MASONRY

UNIT(S)

CO -CLEAN OUT

COL -COLUMN

CONC -CONCRETE

COND -CONDENSATE

CONN -CONNECTION

CONST(

R)

-CONSTRUCTION

CONT -CONTINUED,

CONTINUOUS

CONTR -CONTRACTOR

COORD -COORDINATE

CT -CERAMIC TILE

CTR -CENTER

CU FT -CUBIC FEET, CUBIC

FOOT

CU IN -CUBIC INCH(ES)

CU YD -CUBIC YARD(S)

ABBREVIATIONS

CV -CHECK VALVE

CW -COLD WATER

CX -CONNECT TO EXISTING

D -DEEP, DEPTH

DBL -DOUBLE

DEG -DEGREE

DEMO -DEMOLISH

DET -DETAIL(S)

DEV -DEVELOP

Ø/ DIA -DIAMETER

DIAG -DIAGONAL

DIM -DIMENSION

DISP -DISPENSER

DK -DECK

DL -DEAD LOAD

DMPR -DAMPER

DOM -DOMESTIC

DN -DOWN

DR -DOOR

DRN -DRAIN

DS -DOWNSPOUT

DSP -DRY SPRINKLER PIPE

DWG -DRAWING

DWH -DOMESTIC WATER

HEATER

DWL(S) -DOWEL(S)

E -EMERGENCY

EA -EACH

EF -EACH FACE

EFF -EFFICIENCY

EG -EXHAUST GRILLE

EJ -EXPANSION JOINT

EL -ELEVATION

ELEC -ELECTRIC(AL)

EMT -ELECTRICAL METAL

TUBING

ENCL -ENCLOSURE

ENGR -ENGINEER

ENT -ENTRANCE

EQ -EQUAL, EQUALLY

EQUIP -EQUIPMENT

ES -EACH SIDE

EST -ESTIMATE

ET -EXPANSION TANK

ETR -EXISTING TO REMAIN

EX -EXISTING

EXH -EXHAUST

EXP -EXPOSED

EXT -EXTERIOR, EXTERNAL

EWH -ELECTRIC WATER

HEATER

F -FAHRENHEIT

FA -FIRE ALARM

FCP -FIRE ALARM CONTROL

PANEL

FC -FLEX CONNECTION

FCU -FAN COIL UNIT

FDN -FOUNDATION

FDR -FEEDER

FE -FIRE EXTINGUISHER

FEC -FIRE EXTINGUISHER

CABINET

FF -FINISH FLOOR

FG -FINISH GRADE

FIN -FINISH

FL -FLOOR

FLEX -FLEXIBLE

FLGE -FLANGE

FLUOR -FLUORESCENT

FP -FIRE PROTECTION

FRMG -FRAMING

FT -FEET, FOOT

FTG -FOOTING

FTR -FIN TUBE RADIATION

FURR -FURRING

GA -GAGE/ GAUGE

GAL -GALLON

GEN -GENERAL

GL -GLASS, GLAZING

GR -GRADE

GRD -GROUND

GRTG -GRATING

GVL -GRAVEL

GWB -GYPSUM WALL BOARD

H -HIGH

HA -HANDICAPPED

ACCESSIBLE

HD -HEAD

HL(S) -HOLE(S)

HM -HOLLOW METAL

HORIZ -HORIZONTAL

H PT -HIGH POINT

HR -HOUR

HT -HEIGHT

HTG -HEATING

HVAC -HEATING/ VENTILATING/

AIR CONDITIONING

HW -HOT WATER

HZ -HERTZ

H2O -WATER

IF -INSIDE FACE

IN -INCH(ES)

INFO -INFORMATION

INS -INSULATION

INT -INTERIOR

INV -INVERT

JB -JUNCTION BOX

JST -JOIST

JT -JOINT

KO -KNOCK OUT

L -LONG, LENGTH

LAV -LAVATORY

LB(S) -POUND(S)

LC -LOAD CENTER

LCC -LEAD COATED COPPER

LD -LOAD

LEV(G) -LEVEL(ING)

LF -LINEAL FOOT, LINEAL

FEET

LG -LARGE

LL -LIVE LOAD

LLH -LONG LEG HORIZONTAL

LLV -LONG LEG VERTICAL

LOC -LOCATION

LONG -LONGITUDE,

LONGITUDINAL

LP -LOW POINT

LT(S) -LIGHT(S)

LTG -LIGHTING

LTGA -LIGHT GAGE

LTNG -LIGHTNING

LV -LOW VOLTAGE

LVL -LAMINATED VENEER

LUMBER

MACH -MACHINE

MAN -MANUAL

MATL -MATERIAL

MAX -MAXIMUM

MECH -MECHANICAL

MED -MEDIUM

MET -METAL

MFR(S) -MANUFACTURER(S)

MIN -MINIMUM, MINUTE

MIR -MIRROR

MISC -MISCELLANEOUS

MO -MASONRY OPENING

MOT -MOTOR

MSNRY -MASONRY

MTD -MOUNTED

N -NORTH

NA -NOT APPLICABLE

NEUT -NEUTRAL

NIC -NOT IN CONTRACT

NOM -NOMINAL

#, NO -NUMBER

NTS -NOT TO SCALE

OA -OUTSIDE AIR

OC -ON CENTER

OPNG -OPENING

OPP -OPPOSITE

OPP

HND

-OPPOSITE HAND

OH -OVERHEAD

OZ -OUNCE

% -PERCENT

/ -PER

± -PLUS OR MINUS

PAR -PARALLEL

PC -PIECE

PEN -PENETRATION

PERP -PERPENDICULAR

PH -PHASE

PL -PLATE

PLAM -PLASTIC LAMINATE

PLATF -PLATFORM

PLMB -PLUMBING

PLYWD -PLYWOOD

PNL -PANEL

PNLBD -PANELBOARD

PR -PAIR

PREFAB -PREFABRICATED

PRESS -PRESSURE

PROJ -PROJECT

PROP -PROPERTY

PT -PARTITION

PTD -PAINTED

QTY -QUANTITY

R -RADIUS, RISER

RCP -REFLECTED CEILING

PLAN

RD -ROOF DRAIN, ROUND

REC -RECEPTACLE

REF -REFERENCE

REG -REGULATOR

REINF -REINFORCE(D),

REINFORCING

REQ -REQUIRED

REV -REVISE, REVISION

RGD -RIGID

RH -RIGHT HAND

RIMBD -RIMBOARD

RM -ROOM

RO -ROUGH OPENING

RTN -RETURN

RTNG -RETAINING

RX -REMOVE EXISTING

SAS -SURFACE ALL SIDES

SCHED -SCHEDULE

SECT -SECTION

SEP -SEPARATE

SF -SQUARE FOOT

SG -SUPPLY GRILLE

SH -SHOWER

SHTHG -SHEATHING

SHT -SHEET

SIM -SIMILAR

SL -SLOPE

SLV -SLEEVE

SM -SMALL

SPCG -SPACING

SPCL -SPECIAL

SPEC -SPECIFICATIONS

SQ -SQUARE

SS -STAINLESS STEEL

ST -STREET

STD -STANDARD

STIR -STIRRUP

STL -STEEL

STOR -STORAGE

STRUCT -STRUCTURAL

SUPT -SUPPORT

SUSP -SUSPEND(ED)

SWBD -SWITCHBOARD

SYM -SYMMETRICAL

SYS -SYSTEM

T -TREAD, THERMOSTAT

T&B -TOP AND BOTTOM

TC -TOP OF CURB

TEL -TELEPHONE

TEMP -TEMPERATURE,

TEMPORARY

T&G -TONGUE AND GROOVE

THD -THREADED

THK -THICK

TO -TOP OF

TOF -TOP OF FOOTING

TOM -TOP OF MASONRY

TOP -TOP OF PARAPET

TOS -TOP OF STEEL

TOT -TOTAL

TRK -TRACK

TRTD -TREATED

TV -TELEVISION

TYP -TYPICAL

UC -UNDER CUT

UG -UNDERGROUND

UH -UNIT HEATER

UL -UNDERWRITERS LAB

UNO -UNLESS NOTED

OTHERWISE

VB -VAPOR BARRIER

VCT -VINYL COMPOSITION

TILE

VERT -VERTICAL

VIF -VERIFY IN FIELD

VOL -VOLUME

VTR -VENT THROUGH ROOF

W -WIDE, WIDTH

W/ -WITH

WC -WATERCLOSET

WD -WOOD

WF -WIDE FLANGE

WHSE -WAREHOUSE

WL -WATER LINE

WM -WATER METER

WP -WEATHER PROOF,

WORK POINT

WT -WEIGHT

WTRPR

F

-WATERPROOF

WWF -WELDED WIRE FABRIC

WWM -WELDED WIRE MESH

YD(S) YARD(S)

REF.

UP

UP

CODE ANALYSIS

GENERAL INFORMATION

NOTE: IF A CONFLICT BETWEEN

APPLICABLE CODES OCCURS THE

MORE RESTRICTIVE REQUIREMENT

SHALL GOVERN, UNLESS NOTED

OTHERWISE.

USE AND OCCUPANCY CLASSIFICATION:

ACTUAL AREA:

BASEMENT: APPROX. 2345 GSF

FIRST FLOOR: APPROX. 2760 GSF

SECOND FLOOR: APPROX. 2735 GSF

ATTIC: APPROX. 1615 GSF

TOTAL BUILDING FLOOR AREA: APPROX. 9455 GSF

ACTUAL BUILDING HEIGHT: 2 STORIES

APPROX. 30 FEET

PROJECT NAME: PRESERVE AND REHABILITATE THE HISTORIC GRANGE

PROJECT LOCATION: CUMBERLAND ISLAND NATIONAL SEASHORE, ST. MARYS, GEORGIA

APPLICABLE CODES

2024 INTERNATIONAL BUILDING CODE (IBC)

2024 INTERNATIONAL EXISTING BUILDING CODE (IEBC)

2024 INTERNATIONAL MECHANICAL CODE (IMC)

2021 INTERNATIONAL ENERGY CONSERVATION CODE (IECC)

2024 INTERNATIONAL PLUMBING CODE (IPC)

2023 NFPA 70: NATIONAL ELECTRICAL CODE (NEC)

2024 INTERNATIONAL FIRE CODE (IFC)

ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS)

2022 NFPA 13D STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS IN ONE-

AND TWO-FAMILY DWELLINGS AND MANUFACTURED HOMES

2022 NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE

2022 NFPA 241 STANDARD FOR SAFEGUARDING CONSTRUCTION, ALTERATION, AND

DEMOLITION OPERATIONS

BUILDING DATA

EXISTING CONDITIONS

OCCUPANCY CONDITIONS ARE TO REMAIN AS THEY CURRENTLY EXIST.

EGRESS CONDITIONS ARE TO REMAIN AS THEY CURRENTLY EXIST.

STAIRS

PER APPROVAL BY NPS AHJ VINCENT ESPOSITO BY EMAIL ON AUGUST 10, 2016, THE NEW

GUARDRAIL AT THE MAIN STAIRCASE IS REQUIRED TO BE NO LESS THAN 36" HIGH, WITH THE 4"

VERTICAL OPENING CODE REQUIREMENT WAIVED DUE TO THE EXISTING VERTICAL RAIL BEING

SUFFICIENT TO AVOID FALLING THROUGH THE GUARD.

PER APPROVAL BY NPS AHJ VINCENT ESPOSITO BY EMAIL ON DECEMBER 13, 2016 A HANDRAIL IS ONLY REQUIRED ON ONE SIDE OF THE STAIR (THE OPEN SIDE OF THE STAIR), AND NOT ON THE WALL SIDE OF THE STAIR. THE NEW PROVIDED GUARDRAIL CAN MEET BOTH THE HANDRAIL AND

GUARDRAIL REQUIREMENTS.

ACCESSIBILITY

THE SITE IS ACCESSIBLE BY BOAT FROM THE NPS SITE AT ST MARYS AND THE DUNGENESS

DOCK WITH THE USE OF A BEACH TYPE WHEELCHAIR. THE FIRST FLOOR OF THE BUILDING WILL

BE MADE ACCESSIBLE THROUGH THE USE OF MULTIPLE RAMPS, ONE FROM THE EXTERIOR TO

EAST ENTRANCE AND THEN TO THE REST OF THE FIRST FLOOR. THE SECOND FLOOR, BASEMENT AND ATTIC OF THE BUILDING ARE NOT AND WILL NOT BE MADE ACCESSIBLE AS PART OF THIS

PROJECT. AN ACCESSIBLE RESTROOM, AND KITCHEN HAVE BEEN DESIGNED ON THE FIRST

FLOOR TO ALLOW FOR FULL ACCESSIBILITY.

EXISTING DOOR FROM SUNROOM INTO DINING ROOM MUST REMAIN ON HOLD OPENS AT ALL

TIMES FOR RAMP ACCESSIBILITY.

FIRE ALARM

AN ADDRESSABLE FIRE ALARM SYSTEM WILL BE INSTALLED THROUGHOUT THE HOUSE

INCLUDING THE BASEMENT AND THE ATTIC. THE SYSTEM SHALL CONSIST OF AUTOMATIC FIRE

ALARM INITIATING DEVICES, INCLUDING SMOKE DETECTORS, HEAT DETECTORS, AND INTERFACE

MODULES TO MONITOR SPRINKLER SYSTEM DEVICES AND OTHER AUXILIARY MONITORING AND

CONTROL.

ANNUNCIATION OF A FIRE ALARM EVENT WILL BE BY AUDIBLE AND VISUAL NOTIFICATION

APPLIANCES LOCATED THROUGHOUT THE BUILDING OF SUFFICIENT QUANTITY TO BE HEARD OR

SEEN IN THE BUILDING.

BUILDING USE GROUP

ASSEMBLY GROUP A-3 - EXHIBITION HALL IBC 303.4

ACCESSIBLE RAMP

TO FIRST FLOOR

ACCESSIBLE

RAMP

TO FIRST

FLOOR

DOOR MUST REMAIN ON

PERMANENT HOLD OPENS

FOR ABA ACCESSIBLE

RAMP

ACCESSIBLE ROUTE

NOTE 1

NOTE 1

NOTE 1

CORRIDOR

93.33 SF

PANTRY

3 OCC

BATHROOM

56.04 SF

STORAGE ROOM

1 OCC

RESTROOM

281.68 SF

FAMILY ROOM

18 OCC

280.38 SF

MAIN HALL

18 OCC

452.59 SF

LIVING ROOM

30 OCC

374.99 SF

SUN ROOM

12 OCC

345.28 SF

DINING ROOM

11 OCC

159.94 SF

KITCHEN

5 OCC

TRAVEL DISTANCE 76'

TRAVEL DISTANCE 56'

1ST FLOOR

LIMIT 98 OCC

1 HR FIRE

RATED SHAFT

NOTE 1

NOTE 1

NOTE 1

254.84 SF

GUEST ROOM

8 OCC

453.57 SF

PRIMARY ROOM

15 OCC 227.47 SF

DRESSING ROOM

7 OCC

326.36 SF

GUEST ROOM

10 OCC

103.60 SF

GUEST ROOM

3 OCC

162.16 SF

GUEST ROOM

5 OCC

HALL

CORRIDOR

BATHROOM

BATHROOM

HALL

BATHROOM

SERVICE STAIR

2ND FLOOR

LIMIT 49 OCC

COMMON PATH 38'

TRAVEL DISTANCE 110'

COMMON PATH 45'

TRAVEL DISTANCE 88'

1 HR FIRE

RATED SHAFT

1 HR FIRE

RATED SHAFT

AT UNDERSIDE

OF FIRST FLOOR

1 HR FIRE

RATED SHAFT

TO UNDERSIDE

OF ROOF

DESIGNED:

CADD:

TECH REVIEW:

DATE:

SUB SHEET NO: TITLE OF SHEET: DRAWING NO.

PMIS/PKG NO.

OF

A/E FIRM:

PRIME:

SHEET

SEAL:

/1

/2

:5

:5

P

M

GWWO, INC.

BALTIMORE,

MD

JRG

IAG

MAY 31, 2024

CS.3JRG

CODE STUDY & EGRESS PLAN

CUMBERLAND ISLAND NATIONAL SEASHORE

258139

PRESERVE AND REHABILITATE THE

HISTORIC GRANGE

188128

BASEMENT FIRST FLOOR

SECOND FLOOR* ATTIC

- NOT ACCESSIBLE

- EXHIBIT SPACE

- LIMIT 49 OCCUPANTS

- NOT ACCESSIBLE

- NOT ACCESSIBLE

ATTIC:

UNOCCUPIED

BASEMENT:

UNOCCUPIED

NOTE 1: CHIMNEY NOT IN USE. PLUG EXISTING POTS ON CHIMNEYS.

- ACCESSIBLE

- LECTURE HALL

- EXHIBIT SPACE

- LIMIT 98 OCCUPANTS

E002

EXISTING

UTILITY ROOM

E003

EXISTING

WORK ROOM

E005

EXISTING

MECHANICAL/

ELECTRICAL

ROOM

E006

EXISTING

CRAWL SPACE

E004

EXISTING

STORAGE

ROOM

EXISTING BASEMENT

E001

EXISTING

MECH/ELEC

ROOM

E007

H-1

H-1 H-2

H-6

H-3H-3

H-3

H-3

H-3H-3

H-1 H-5

H-5

- A HAZARDOUS MATERIALS ASSESSMENT OF THE GRANGE WAS

PERFORMED BY ARC ENVIRONMENTAL IN FEBRUARY 2023;

CONTRACTOR SHALL REFER TO THE ASSOCIATED 'PRE-ALTERATION

HAZARDOUS MATERIAL SURVEY - HISTORIC GRANGE AT

CUMBERLAND ISLAND NATIONAL SEASHORE'' REPORT DATED

MARCH 17, 2023, FOR DETAILS RELATED TO THE ASSESSMENT AND

SUBSEQUENT ANALYTICAL DATA. THE PROVIDED DRAWINGS AND

SPECIFICATIONS DETAILING THE SCOPE OF WORK FOR

REMEDIATION AND ABATEMENT ARE BASED ON THESE THE PROJECT

SCOPE.

- IT IS NOT THE INTENTION OF THIS PROJECT TO REMOVE ALL

IDENTIFIED REGULATED AND/OR HAZARDOUS MATERIALS FROM THE

PROJECT AREA. REMEDIATION EFFORTS ARE INTENDED TO

ADDRESS HAZARDS DURING CONSTRUCTION AND MATERIALS TO BE

REMOVED IN CONJUNCTION WITH THE REHABILITATION PROJECT TO

CREATE A SAFE WORK ENVIRONMENT FOR THE

POST-CONSTRUCTION USE OF THE SITE. CONTRACTOR SHALL

REVIEW DRAWINGS AND APPLICABLE SPECIFICATIONS FOR

APPLICABLE SCOPE DETAILS.

- ASBESTOS-CONTAINING MATERIALS (ACMS) HAVE BEEN IDENTIFIED

WITHIN THE PROJECT AREA. CONTRACTOR SHALL COORDINATE

WITH OTHER TRADES AS REQUIRED TO ENSURE WORKER SAFETY

AND PROPER HANDING, REMOVAL, AND DISPOSAL OF ACMS. REFER

TO SPECIFICATION SECTIONS 02 81 00, 02 82 00, 02 82 13, 02 82 16,

AND 02 82 33 FOR ADDITIONAL REQUIREMENTS. FOR ADDITIONAL

REQUIREMENTS SPECIFIC TO WINDOW REHABILITATION, REFER TO

SHEET A8.3.

- LEAD-BASED PAINT (LBP) AND LEAD-CONTAINING PAINT (LCP) HAVE

BEEN IDENTIFIED WITHIN THE PROJECT AREA. CONTRACTOR SHALL

COORDINATE LEAD MANAGEMENT AND/OR ABATEMENT WITH OTHER

TRADES AS REQUIRED TO ENSURE WORKER SAFETY. LEAD-SAFE

WORK PRACTICES SHALL BE EMPLOYED PER 29 CFR 1926.62 FOR

AREA WHERE LEAD-IN-CONSTRUCTION WORK IS SCHEDULED. LEAD

ABATEMENT IS ANTICIPATED TO BE REQUIRED IN LIMITED AREAS AS

IDENTIFIED IN THE DRAWINGS AND SPECIFICATIONS. REFER TO

SPECIFICATION SECTIONS 02 81 00 AND 02 83 13 FOR ADDITIONAL

REQUIREMENTS.

- MOISTURE IMPACTS AND SUSPECT MICROBIAL GROWTH WERE

DETERMINED TO BE PRESENT WITHIN THE PROJECT AREA. REFER

TO SPECIFICATION SECTION 02 87 13 FOR ADDITIONAL

REQUIREMENTS.

- POTENTIAL MERCURY-CONTAINING LAMPS WERE OBSERVED AT THE

SITE. REFER TO THE PROJECT SCOPE OF WORK FOR DETAILS

REGARDING REMOVAL OF LAMPS. REFER TO SPECIFICATION

SECTION 02 84 16 FOR ADDITIONAL REQUIREMENTS.

ASBESTOS-CONTAINING WALL &

CEILING BOARD DEBRIS

ASBESTOS-CONTAINING FLOOR TILE

ASBESTOS-CONTAINING RESILIENT

SHEET GOODS

ASBESTOS-CONTAINING CEILING

TEXTURE FINISH

ASBESTOS-CONTAINING JOINT

COMPOUND ASSOCIATED WITH

DRYWALL SYSTEM

ASBESTOS-CONTAINING DUCT

INSULATION & DEBRIS

H-1

STORED ASBESTOS-CONTAINING

FLOOR TILES

H-2

EXTERIOR ASBESTOS-CONTAINING WINDOW

GLAZING - LEVEL 1 REHABILITATION

H-3

ASBESTOS-CONTAINING CHIMNEY STACK FLASHING

TAR

H-4

H-5 MOISTURE DAMAGE/SUSPECT MICROBIAL GROWTH

H-6 EXTERIOR ASBESTOS-CONTAINING WINDOW

GLAZING - LEVEL 2 REHABILITATION

DESIGNED:

CADD:

TECH REVIEW:

DATE:

SUB SHEET NO: TITLE OF SHEET: DRAWING NO.

PMIS/PKG NO.

OF

A/E FIRM:

PRIME:

SHEET

5/

/2

2:

:0

PM

GWWO, INC.

BALTIMORE,

MD

SK

DL

May 31, 2024

H1.1SK

HAZARDOUS MATERIALS

PLANS

CUMBERLAND ISLAND NATIONAL SEASHORE

258139

PRESERVE AND REHABILITATE THE

HISTORIC GRANGE

188128

SCALE OF FEET

4 0 4 8

SCALE A

SCALE AH1.1

BASEMENT LEVEL FLOOR PLAN - HAZARDOUS MATERIALS PLAN1

GENERAL HAZARDOUS MATERIAL NOTES APPLICABLE

TO THE PROJECT AREA

HAZARDOUS MATERIALS LEGEND

HAZARDOUS MATERIAL KEYNOTES

E103

EXISTING

FAMILY ROOM

E110

EXISTING

POWDER

ROOM

E111

EXISTING

SERVICE HALL

E101

EXISTING MAIN

HALL E101A

EXISTING

CLOSET

E105

EXISTING

DINING ROOM

E102

EXISTING

LIVING ROOM

E104

EXISTING

SUNROOM

E109

EXISTING

BUTLER'S

PANTRY E106

EXISTING

KITCHEN

E108

EXISTING

BREAKFAST

ROOM

E107

EXISTING

LAUNDRY

E111A

EXISTING

CLOSET

H-3H-3H-3 H-3

H-3

H-3

H-6

H-3 H-3

H-3

H-3

H-6

H-3

H-3

H-3 H-3

H-3 H-6 H-3 H-3

H-3

H-6

H-3

H-6

H-3

H-3

H-5

H-5

H-5

H-5

H-3H-3 H-3

H-3 H-3

- A HAZARDOUS MATERIALS ASSESSMENT OF THE GRANGE WAS

PERFORMED BY ARC ENVIRONMENTAL IN FEBRUARY 2023;

CONTRACTOR SHALL REFER TO THE ASSOCIATED 'PRE-ALTERATION

HAZARDOUS MATERIAL SURVEY - HISTORIC GRANGE AT

CUMBERLAND ISLAND NATIONAL SEASHORE'' REPORT DATED

MARCH 17, 2023, FOR DETAILS RELATED TO THE ASSESSMENT AND

SUBSEQUENT ANALYTICAL DATA. THE PROVIDED DRAWINGS AND

SPECIFICATIONS DETAILING THE SCOPE OF WORK FOR

REMEDIATION AND ABATEMENT ARE BASED ON THESE THE PROJECT

SCOPE.

- IT IS NOT THE INTENTION OF THIS PROJECT TO REMOVE ALL

IDENTIFIED REGULATED AND/OR HAZARDOUS MATERIALS FROM THE

PROJECT AREA. REMEDIATION EFFORTS ARE INTENDED TO

ADDRESS HAZARDS DURING CONSTRUCTION AND MATERIALS TO BE

REMOVED IN CONJUNCTION WITH THE REHABILITATION PROJECT TO

CREATE A SAFE WORK ENVIRONMENT FOR THE

POST-CONSTRUCTION USE OF THE SITE. CONTRACTOR SHALL

REVIEW DRAWINGS AND APPLICABLE SPECIFICATIONS FOR

APPLICABLE SCOPE DETAILS.

- ASBESTOS-CONTAINING MATERIALS (ACMS) HAVE BEEN IDENTIFIED

WITHIN THE PROJECT AREA. CONTRACTOR SHALL COORDINATE

WITH OTHER TRADES AS REQUIRED TO ENSURE WORKER SAFETY

AND PROPER HANDING, REMOVAL, AND DISPOSAL OF ACMS. REFER

TO SPECIFICATION SECTIONS 02 81 00, 02 82 00, 02 82 13, 02 82 16,

AND 02 82 33 FOR ADDITIONAL REQUIREMENTS. FOR ADDITIONAL

REQUIREMENTS SPECIFIC TO WINDOW REHABILITATION, REFER TO

SHEET A8.3

- LEAD-BASED PAINT (LBP) AND LEAD-CONTAINING PAINT (LCP) HAVE

BEEN IDENTIFIED WITHIN THE PROJECT AREA. CONTRACTOR SHALL

COORDINATE LEAD MANAGEMENT AND/OR ABATEMENT WITH OTHER

TRADES AS REQUIRED TO ENSURE WORKER SAFETY. LEAD-SAFE

WORK PRACTICES SHALL BE EMPLOYED PER 29 CFR 1926.62 FOR

AREA WHERE LEAD-IN-CONSTRUCTION WORK IS SCHEDULED. LEAD

ABATEMENT IS ANTICIPATED TO BE REQUIRED IN LIMITED AREAS AS

IDENTIFIED IN THE DRAWINGS AND SPECIFICATIONS. REFER TO

SPECIFICATION SECTIONS 02 81 00 AND 02 83 13 FOR ADDITIONAL

REQUIREMENTS.

- MOISTURE IMPACTS AND SUSPECT MICROBIAL GROWTH WERE

DETERMINED TO BE PRESENT WITHIN THE PROJECT AREA. REFER

TO SPECIFICATION SECTION 02 87 13 FOR ADDITIONAL

REQUIREMENTS.

- POTENTIAL MERCURY-CONTAINING LAMPS WERE OBSERVED AT THE

SITE. REFER TO THE PROJECT SCOPE OF WORK FOR DETAILS

REGARDING REMOVAL OF LAMPS. REFER TO SPECIFICATION

SECTION 02 84 16 FOR ADDITIONAL REQUIREMENTS.

ASBESTOS-CONTAINING WALL &

CEILING BOARD DEBRIS

ASBESTOS-CONTAINING FLOOR TILE

ASBESTOS-CONTAINING RESILIENT

SHEET GOODS

ASBESTOS-CONTAINING CEILING

TEXTURE FINISH

ASBESTOS-CONTAINING JOINT

COMPOUND ASSOCIATED WITH

DRYWALL SYSTEM

ASBESTOS-CONTAINING DUCT

INSULATION & DEBRIS

H-1

STORED ASBESTOS-CONTAINING

FLOOR TILES

H-2

ASBESTOS-CONTAINING, EXTERIOR WINDOW

GLAZING - LEVEL 1 REHABILITATION

H-3

ASBESTOS-CONTAINING CHIMNEY STACK FLASHING

TAR

H-4

H-5 MOISTURE DAMAGE/SUSPECT MICROBIAL GROWTH

H-6 ASBESTOS-CONTAINING, EXTERIOR WINDOW

GLAZING - LEVEL 2 REHABILITATION

DESIGNED:

CADD:

TECH REVIEW:

DATE:

SUB SHEET NO: TITLE OF SHEET: DRAWING NO.

PMIS/PKG NO.

OF

A/E FIRM:

PRIME:

SHEET

5/

/2

2:

:3

PM

GWWO, INC.

BALTIMORE,

MD

SK

DL

May 31, 2024

SK

HAZARDOUS MATERIALS

PLANS

CUMBERLAND ISLAND NATIONAL SEASHORE

258139

PRESERVE AND REHABILITATE THE

HISTORIC GRANGE

188128

SCALE AH1.2

FIRST FLOOR PLAN - HAZARDOUS MATERIALS PLAN1

GENERAL HAZARDOUS MATERIAL NOTES APPLICABLE

TO THE PROJECT AREA

HAZARDOUS MATERIALS LEGEND

SCALE OF FEET

4 0 4 8

SCALE A

H1.2

DN

UP

211B

SERVICE

STAIR

E203

EXISTING

GUEST ROOM

E203B

EXISTING

BASIN CLOSET

E203A

EXISTING

CLOSET

E210

EXISTING

GUEST

BATHROOM

E209

EXISTING

GUEST

BATHROOM

E208

EXISTING

GUEST ROOM

E207

EXISTING

GUEST ROOM

E211

EXISTING

SERVICE HALL

E211A

EXISTING

CLOSET

E208A

EXISTING

CLOSET

E201

EXISTING

HALL

E206B

EXISTING

BASIN CLOSET

E206A

EXISTING

CLOSET

E206

EXISTING

GUEST ROOM

E202

EXISTING

PRIMARY

BEDROOM

E205

EXISTING

MASTER

BATHROOM E204B

EXISTING

CLOSET

E204

EXISTING

DRESSING

ROOM

E204A

EXISTING

CLOSET

EDGE OF

BALCONY

BELOW

EDGE OF

BALCONY

BELOW

201A

HALL

E207A

EXISTING

CLOSETH-5

H-5

H-5

H-5

H-5

H-3

H-6

H-6

H-3H-3H-6 H-3

H-3

H-3

H-3

H-3

H-3

H-3

H-3

H-6H-3

H-3 H-3

H-5

H-5

H-5

H-5

H-3H-3H-3

- A HAZARDOUS MATERIALS ASSESSMENT OF THE GRANGE WAS

PERFORMED BY ARC ENVIRONMENTAL IN FEBRUARY 2023;

CONTRACTOR SHALL REFER TO THE ASSOCIATED 'PRE-ALTERATION

HAZARDOUS MATERIAL SURVEY - HISTORIC GRANGE AT

CUMBERLAND ISLAND NATIONAL SEASHORE'' REPORT DATED

MARCH 17, 2023, FOR DETAILS RELATED TO THE ASSESSMENT AND

SUBSEQUENT ANALYTICAL DATA. THE PROVIDED DRAWINGS AND

SPECIFICATIONS DETAILING THE SCOPE OF WORK FOR

REMEDIATION AND ABATEMENT ARE BASED ON THESE THE PROJECT

SCOPE.

- IT IS NOT THE INTENTION OF THIS PROJECT TO REMOVE ALL

IDENTIFIED REGULATED AND/OR HAZARDOUS MATERIALS FROM THE

PROJECT AREA. REMEDIATION EFFORTS ARE INTENDED TO

ADDRESS HAZARDS DURING CONSTRUCTION AND MATERIALS TO BE

REMOVED IN CONJUNCTION WITH THE REHABILITATION PROJECT TO

CREATE A SAFE WORK ENVIRONMENT FOR THE

POST-CONSTRUCTION USE OF THE SITE. CONTRACTOR SHALL

REVIEW DRAWINGS AND APPLICABLE SPECIFICATIONS FOR

APPLICABLE SCOPE DETAILS.

- ASBESTOS-CONTAINING MATERIALS (ACMS) HAVE BEEN IDENTIFIED

WITHIN THE PROJECT AREA. CONTRACTOR SHALL COORDINATE

WITH OTHER TRADES AS REQUIRED TO ENSURE WORKER SAFETY

AND PROPER HANDING, REMOVAL, AND DISPOSAL OF ACMS. REFER

TO SPECIFICATION SECTIONS 02 81 00, 02 82 00, 02 82 13, 02 82 16,

AND 02 82 33 FOR ADDITIONAL REQUIREMENTS. FOR ADDITIONAL

REQUIREMENTS SPECIFIC TO THE WINDOW REHABILITATION, REFER

TO SHEET A8.3.

- LEAD-BASED PAINT (LBP) AND LEAD-CONTAINING PAINT (LCP) HAVE

BEEN IDENTIFIED WITHIN THE PROJECT AREA. CONTRACTOR SHALL

COORDINATE LEAD MANAGEMENT AND/OR ABATEMENT WITH OTHER

TRADES AS REQUIRED TO ENSURE WORKER SAFETY. LEAD-SAFE

WORK PRACTICES SHALL BE EMPLOYED PER 29 CFR 1926.62 FOR

AREA WHERE LEAD-IN-CONSTRUCTION WORK IS SCHEDULED. LEAD

ABATEMENT IS ANTICIPATED TO BE REQUIRED IN LIMITED AREAS AS

IDENTIFIED IN THE DRAWINGS AND SPECIFICATIONS. REFER TO

SPECIFICATION SECTIONS 02 81 00 AND 02 83 13 FOR ADDITIONAL

REQUIREMENTS.

- MOISTURE IMPACTS AND SUSPECT MICROBIAL GROWTH WERE

DETERMINED TO BE PRESENT WITHIN THE PROJECT AREA. REFER

TO SPECIFICATION SECTION 02 87 13 FOR ADDITIONAL

REQUIREMENTS.

- POTENTIAL MERCURY-CONTAINING LAMPS WERE OBSERVED AT THE

SITE. REFER TO THE PROJECT SCOPE OF WORK FOR DETAILS

REGARDING REMOVAL OF LAMPS. REFER TO SPECIFICATION

SECTION 02 84 16 FOR ADDITIONAL REQUIREMENTS.

FIBROUS WALL BOARD DEBRIS

ASBESTOS-CONTAINING FLOOR TILE

RESILIENT SHEET GOODS

CEILING TEXTURE

JOINT COMPOUND AND CEILING

TEXTURE

ASBESTOS CONTAINING FLOOR TILE

AND CEILING TEXTURE

ASBESTOS-CONTAINING DUCT

INSULATION & DEBRIS

H-1

STORED, ASBESTOS-CONTAINING

FLOOR TILES

H-2

ASBESTOS-CONTAINING, EXTERIOR WINDOW

GLAZING - LEVEL 1 REHABILITATION

H-3

ASBESTOS-CONTAINING CHIMNEY STACK FLASHING

TAR

H-4

H-5 MOISTURE DAMAGE/MICROBIAL GROWTH

H-6 ASBESTOS-CONTAINING, EXTERIOR WINDOW

GLAZING - LEVEL 2 REHABILITATION

DESIGNED:

CADD:

TECH REVIEW:

DATE:

SUB SHEET NO: TITLE OF SHEET: DRAWING NO.

PMIS/PKG NO.

OF

A/E FIRM:

PRIME:

SHEET

5/

/2

2:

:1

PM

GWWO, INC.

BALTIMORE,

MD

SK

DL

May 31, 2024

H1.3SK

HAZARDOUS MATERIALS

PLANS

CUMBERLAND ISLAND NATIONAL SEASHORE

258139

PRESERVE AND REHABILITATE THE

HISTORIC GRANGE

188128

SCALE OF FEET

4 0 4 8

SCALE A

SCALE AH1.3

SECOND FLOOR PLAN - HAZARDOUS MATERIALS PLAN1

GENERAL HAZARDOUS MATERIAL NOTES APPLICABLE

TO THE PROJECT AREA

E302

EXISTING

BEDROOM

E301

EXISTING

LIVING/DINING/

KITCHEN

E306

EXISTING

SHOWER

E303

EXISTING

UNFINISHED

BEDROOM

E302A

EXISTING

CLOSET

E305

EXISTING

CLOSET

E304

EXISTING

TOILET ROOM

H-5

H-3H-3H-3H-3

H-3

H-3 H-3 H-3

H-6

H-6

- A HAZARDOUS MATERIALS ASSESSMENT OF THE GRANGE WAS

PERFORMED BY ARC ENVIRONMENTAL IN FEBRUARY 2023;

CONTRACTOR SHALL REFER TO THE ASSOCIATED 'PRE-ALTERATION

HAZARDOUS MATERIAL SURVEY - HISTORIC GRANGE AT

CUMBERLAND ISLAND NATIONAL SEASHORE'' REPORT DATED

MARCH 17, 2023, FOR DETAILS RELATED TO THE ASSESSMENT AND

SUBSEQUENT ANALYTICAL DATA. THE PROVIDED DRAWINGS AND

SPECIFICATIONS DETAILING THE SCOPE OF WORK FOR

REMEDIATION AND ABATEMENT ARE BASED ON THESE THE PROJECT

SCOPE.

- IT IS NOT THE INTENTION OF THIS PROJECT TO REMOVE ALL

IDENTIFIED REGULATED AND/OR HAZARDOUS MATERIALS FROM THE

PROJECT AREA. REMEDIATION EFFORTS ARE INTENDED TO

ADDRESS HAZARDS DURING CONSTRUCTION AND MATERIALS TO BE

REMOVED IN CONJUNCTION WITH THE REHABILITATION PROJECT TO

CREATE A SAFE WORK ENVIRONMENT FOR THE

POST-CONSTRUCTION USE OF THE SITE. CONTRACTOR SHALL

REVIEW DRAWINGS AND APPLICABLE SPECIFICATIONS FOR

APPLICABLE SCOPE DETAILS.

- ASBESTOS-CONTAINING MATERIALS (ACMS) HAVE BEEN IDENTIFIED

WITHIN THE PROJECT AREA. CONTRACTOR SHALL COORDINATE

WITH OTHER TRADES AS REQUIRED TO ENSURE WORKER SAFETY

AND PROPER HANDING, REMOVAL, AND DISPOSAL OF ACMS. REFER

TO SPECIFICATION SECTIONS 02 81 00, 02 82 00, 02 82 13, 02 82 16,

AND 02 82 33 FOR ADDITIONAL REQUIREMENTS. FOR ADDITIONAL

REQUIREMENTS SPECIFIC TO THE WINDOW REHABILITATION, REFER

TO SHEET A8.3.

- LEAD-BASED PAINT (LBP) AND LEAD-CONTAINING PAINT (LCP) HAVE

BEEN IDENTIFIED WITHIN THE PROJECT AREA. CONTRACTOR SHALL

COORDINATE LEAD MANAGEMENT AND/OR ABATEMENT WITH OTHER

TRADES AS REQUIRED TO ENSURE WORKER SAFETY. LEAD-SAFE

WORK PRACTICES SHALL BE EMPLOYED PER 29 CFR 1926.62 FOR

AREA WHERE LEAD-IN-CONSTRUCTION WORK IS SCHEDULED. LEAD

ABATEMENT IS ANTICIPATED TO BE REQUIRED IN LIMITED AREAS AS

IDENTIFIED IN THE DRAWINGS AND SPECIFICATIONS. REFER TO

SPECIFICATION SECTIONS 02 81 00 AND 02 83 13 FOR ADDITIONAL

REQUIREMENTS.

- MOISTURE IMPACTS AND SUSPECT MICROBIAL GROWTH WERE

DETERMINED TO BE PRESENT WITHIN THE PROJECT AREA. REFER

TO SPECIFICATION SECTION 02 87 13 FOR ADDITIONAL

REQUIREMENTS.

- POTENTIAL MERCURY-CONTAINING LAMPS WERE OBSERVED AT THE

SITE. REFER TO THE PROJECT SCOPE OF WORK FOR DETAILS

REGARDING REMOVAL OF LAMPS. REFER TO SPECIFICATION

SECTION 02 84 16 FOR ADDITIONAL REQUIREMENTS.

ASBESTOS-CONTAINING WALL &

CEILING BOARD DEBRIS

ASBESTOS-CONTAINING FLOOR TILE

ASBESTOS-CONTAINING RESILIENT

SHEET GOODS

ASBESTOS-CONTAINING CEILING

TEXTURE FINISH

ASBESTOS-CONTAINING JOINT

COMPOUND ASSOCIATED WITH

DRYWALL SYSTEM

ASBESTOS-CONTAINING DUCT

INSULATION & DEBRIS

H-1

STORED, ASBESTOS-CONTAINING

FLOOR TILES

H-2

ASBESTOS-CONTAINING, EXTERIOR WINDOW

GLAZING - LEVEL 1 REHABILITATION

H-3

ASBESTOS-CONTAINING CHIMNEY STACK FLASHING

TAR

H-4

H-5 MOISTURE DAMAGE/MICROBIAL GROWTH

H-6 ASBESTOS-CONTAINING, EXTERIOR WINDOW

GLAZING - LEVEL 2 REHABILITATION

DESIGNED:

CADD:

TECH REVIEW:

DATE:

SUB SHEET NO: TITLE OF SHEET: DRAWING NO.

PMIS/PKG NO.

OF

A/E FIRM:

PRIME:

SHEET

5/

/2

2:

:4

PM

GWWO, INC.

BALTIMORE,

MD

SK

DL

May 31, 2024

H1.4SK

HAZARDOUS MATERIALS

PLANS

CUMBERLAND ISLAND NATIONAL SEASHORE

258139

131.

PRESERVE AND REHABILITATE THE

HISTORIC GRANGE

188128

SCALE AH1.4

ATTIC LEVEL FLOOR PLAN - HAZARDOUS MATERIALS PLAN1

SCALE OF FEET

4 0 4 8

SCALE A

GENERAL HAZARDOUS MATERIAL NOTES APPLICABLE

TO THE PROJECT AREA

SLOPE

SLOPE SLOPE

SLOPE

SL

O

PE

SL

O

PE

H-4

H-4 H-4

- A HAZARDOUS MATERIALS ASSESSMENT OF THE GRANGE WAS

PERFORMED BY ARC ENVIRONMENTAL IN FEBRUARY 2023;

CONTRACTOR SHALL REFER TO THE ASSOCIATED 'PRE-ALTERATION

HAZARDOUS MATERIAL SURVEY - HISTORIC GRANGE AT

CUMBERLAND ISLAND NATIONAL SEASHORE'' REPORT DATED

MARCH 17, 2023, FOR DETAILS RELATED TO THE ASSESSMENT AND

SUBSEQUENT ANALYTICAL DATA. THE PROVIDED DRAWINGS AND

SPECIFICATIONS DETAILING THE SCOPE OF WORK FOR

REMEDIATION AND ABATEMENT ARE BASED ON THESE THE PROJECT

SCOPE.

- IT IS NOT THE INTENTION OF THIS PROJECT TO REMOVE ALL

IDENTIFIED REGULATED AND/OR HAZARDOUS MATERIALS FROM THE

PROJECT AREA. REMEDIATION EFFORTS ARE INTENDED TO

ADDRESS HAZARDS DURING CONSTRUCTION AND MATERIALS TO BE

REMOVED IN CONJUNCTION WITH THE REHABILITATION PROJECT TO

CREATE A SAFE WORK ENVIRONMENT FOR THE

POST-CONSTRUCTION USE OF THE SITE. CONTRACTOR SHALL

REVIEW DRAWINGS AND APPLICABLE SPECIFICATIONS FOR

APPLICABLE SCOPE DETAILS.

- ASBESTOS-CONTAINING MATERIALS (ACMS) HAVE BEEN IDENTIFIED

WITHIN THE PROJECT AREA. CONTRACTOR SHALL COORDINATE

WITH OTHER TRADES AS REQUIRED TO ENSURE WORKER SAFETY

AND PROPER HANDING, REMOVAL, AND DISPOSAL OF ACMS. REFER

TO SPECIFICATION SECTIONS 02 81 00, 02 82 00, 02 82 13, 02 82 16,

AND 02 82 33 FOR ADDITIONAL REQUIREMENTS.

- LEAD-BASED PAINT (LBP) AND LEAD-CONTAINING PAINT (LCP) HAVE

BEEN IDENTIFIED WITHIN THE PROJECT AREA. CONTRACTOR SHALL

COORDINATE LEAD MANAGEMENT AND/OR ABATEMENT WITH OTHER

TRADES AS REQUIRED TO ENSURE WORKER SAFETY. LEAD-SAFE

WORK PRACTICES SHALL BE EMPLOYED PER 29 CFR 1926.62 FOR

AREA WHERE LEAD-IN-CONSTRUCTION WORK IS SCHEDULED. LEAD

ABATEMENT IS ANTICIPATED TO BE REQUIRED IN LIMITED AREAS AS

IDENTIFIED IN THE DRAWINGS AND SPECIFICATIONS. REFER TO

SPECIFICATION SECTIONS 02 81 00 AND 02 83 13 FOR ADDITIONAL

REQUIREMENTS.

- MOISTURE IMPACTS AND SUSPECT MICROBIAL GROWTH WERE

DETERMINED TO BE PRESENT WITHIN THE PROJECT AREA. REFER

TO SPECIFICATION SECTION 02 87 13 FOR ADDITIONAL

REQUIREMENTS.

- POTENTIAL MERCURY-CONTAINING LAMPS WERE OBSERVED AT THE

SITE. REFER TO THE PROJECT SCOPE OF WORK FOR DETAILS

REGARDING REMOVAL OF LAMPS. REFER TO SPECIFICATION

SECTION 02 84 16 FOR ADDITIONAL REQUIREMENTS.

ASBESTOS-CONTAINING WALL &

CEILING BOARD DEBRIS

ASBESTOS-CONTAINING FLOOR TILE

ASBESTOS-CONTAINING RESILIENT

SHEET GOODS

ASBESTOS-CONTAINING CEILING

TEXTURE FINISH

ASBESTOS-CONTAINING JOINT

COMPOUND ASSOCIATED WITH

DRYWALL SYSTEM

ASBESTOS-CONTAINING BUILT-UP

ROOF MATRIX

ASBESTOS-CONTAINING DUCT

INSULATION & DEBRIS

H-1

STORED, ASBESTOS-CONTAINING

FLOOR TILES

H-2

ASBESTOS-CONTAINING, EXTERIOR WINDOW

GLAZING

H-3

ASBESTOS-CONTAINING CHIMNEY STACK FLASHING

TAR

H-4

H-5 MOISTURE DAMAGE/MICROBIAL GROWTH

DESIGNED:

CADD:

TECH REVIEW:

DATE:

SUB SHEET NO: TITLE OF SHEET: DRAWING NO.

PMIS/PKG NO.

OF

A/E FIRM:

PRIME:

SHEET

5/

/2

2:

:1

PM

GWWO, INC.

BALTIMORE,

MD

SK

DL

May 31 2024

H1.5SK

HAZARDOUS MATERIALS

PLANS

CUMBERLAND ISLAND NATIONAL SEASHORE

258139

PRESERVE AND REHABILITATE THE

HISTORIC GRANGE

188128SCALE AH1.5

ROOF LEVEL PLAN - HAZARDOUS MATERIALS PLAN1

SCALE OF FEET

4 0 4 8

SCALE A

GENERAL HAZARDOUS MATERIAL NOTES APPLICABLE

TO THE PROJECT AREA

APPROXIMATE LOCATION

OF MAIN CIRCLE ROAD

APPROXIMATE LOCATION

OF EXISTING DRIVE

EXISTING

CONCRETE RAMP

APPROXIMATE LOCATION OF

EXISTING BRICK STAIRS

PROPOSED ACCESSIBLE

RAMP

REMOVE ENTIRETY OF

EXISTING CONCRETE

PAVERS

APPROXIMATE LOCATION

OF EXISTING CARRIAGE HOUSE

APPROXIMATE LOCATIONS OF

EXISTING TREES TO REMAIN, TYP.

APPROXIMATE LOCATION OF

EXISTING VALVE BOX

TRENCHING FOR FIBER LINES TO

GRANGE, SEE TELECOM DWGS

APPROXIMATE LOCATION OF

EXISTING WOOD FENCE

THE GRANGE

SEE DETAIL 1/AS1.2

APPROXIMATE LOCATION

OF EXISTING HYDRANT

ST. MARY'S RIVER

50'-0" x 50'-0" CONTRACTOR

STAGING/STORAGE AREA

GENERAL SITE NOTES

1.

2.

3.

4.

5.

6.

ARCHITECTURAL SITE PLAN IS BASED ON SITE OBSERVATIONS AND PHOTOS

GATHERED BY A/E TEAM. EXISTING SITE CONDITIONS MAY VARY FROM THOSE

SHOWN.

FIELD VERIFY LOCATION OF ALL EXISTING TREES, ROOTS, BRUSH AND OTHER

NATURAL FEATURES PRIOR TO CONSTRUCTION AND ESTABLISHMENT OF STORAGE

AND STAGING AREAS.

REFER TO MEP DRAWINGS FOR DETAILS REGARDING CHANGES TO EXTERIOR

UTILITIES, MECHANICAL & ELECTRICAL EQUIPMENT.

TO LIMIT THE IMPACT ON HISTORICAL, CULTURAL, AND ARCHITECTURAL

RESOURCES, THE CONTRACTOR STAGING/STORAGE AREA IS RESTRICTED TO THE

AREA INDICATED ON THE PLAN. FINAL LOCATION OF CONTRACTOR

STAGING/STORAGE AREA TO BE CONFIRMED WITH CONTRACTING OFFICER PRIOR

TO USE.

CONSTRUCTION LIMIT LINE IS TO BE 5'-0" FROM THE PERIMETER OF THE GRANGE

BUILDING, (EXCEPT AT THE PROPOSED EXTERIOR RAMP, WHERE LIMIT LINE IS 10'-0")

AND 2'-0" FROM ALL TRENCHING.

PROVIDE TEMPORARY BARRIERS TO PROTECT EXISTING TREES, PLANTS, ROOT

ZONES AT 5'-0" FROM TRUNK.

DESIGNED:

CADD:

TECH REVIEW:

DATE:

SUB SHEET NO: TITLE OF SHEET: DRAWING NO.

PMIS/PKG NO.

OF

A/E FIRM:

PRIME:

SHEET

SEAL:

/1

/2

:5

:4

P

M

GWWO, INC.

BALTIMORE,

MD

JRG

IAG

MAY 31, 2024

AS1.1JRG

ARCHITECTURAL SITE PLAN

CUMBERLAND ISLAND NATIONAL SEASHORE

258139

PRESERVE AND REHABILITATE THE

HISTORIC GRANGE

188128

SCALE AAS1.1

ARCHITECTURAL SITE PLAN1

SCALE OF FEET

20 0 20 40

SCALE A

14.1 REMOVE EXISTING CHAIR LIFT.

9.7 REMOVE EXISTING PLASTER PARTITION

TO THE EXTENT SHOWN. REFER TO

STRUCTURAL.

6.1 REMOVE EXISTING WOOD STAIRS,

RAILINGS, AND TRELLIS.

9.2 REMOVE EXISTING VINYL TILE FOR

INSTALLATION OF REPLACEMENT

FLOORING. REFER TO SPEC SECTION

02 82 00.

6.2 REMOVE EXISTING UPPER AND BASE

CASEWORK, AND COUNTERTOP.

11.1 REMOVE EXISTING KITCHEN

APPLIANCES.

9.1 CUT EXISTING PLASTER AND LATH AT

AS NECESSARY FOR INSTALLATION OF

SPRINKLER PIPING. SEE FIRE

PROTECTION DRAWINGS FOR

LOCATION ON CEILING/WALL.

COORDINATE LOCATION OF ALL PIPING

WITH JOIST SPACING. DO NOT DAMAGE

EXISTING JOISTS. DO NOT DAMAGE

EXISTING ADJACENT PLASTER TO

REMAIN. COORDINATE SPECIFIC

LOCATIONS WITH FINAL APPROVED

SPRINKLER LAYOUT IN FIELD.

COORDINATE DEMOLITION WITH

REPAIR WORK.

DEMOLITION NOTES

7.1 REMOVE EXISTING ROOF ACCESS

STRUCTURE INCLUDING ASSOCIATED

WINDOWS AND DOORS DOWN TO

EXISTING CURB.

9.3 REMOVE EXISTING 12" X 12" TEXTURED

VINYL FLOOR TILE DOWN TO

UNDERLAYING PINE FLOOR. REFER TO

SPEC SECTION 02 82 00.

9.4 REMOVE EXISTING 12" X 18" SIMULATED

SLATE TILE DOWN TO UNDERLAYING

PINE FLOORING.

9.5 REMOVE EXISTING SHEET VINYL

FLOORING FOR INSTALLATION OF

REPLACEMENT TILE.REFER TO SPEC

SECTION 02 82 00.

7.2 REMOVE EXISTING METAL GUTTER.

7.3 REMOVE EXISTING ASHALT SHINGLE

ROOF INCLUDING UNDERLAYMENT AND

FLASHING. SUBSTRATE TO REMAIN.

REMOVE DAMAGED OR DETERIORATED

SUBSTRATE IN QUANTITIES INDICATED

IN SPECIFICATION. REFER TO SPEC

SECTION 02 82 00.

7.4 REMOVE EXISTING ELASTOMERIC

COATED ROLLED ROOFING INCLUDING

FLASHING. SUBSTRATE TO REMAIN.

REMOVE DAMAGED OR DETERIORATED

SUBSTRATE ASSUME 25% WILL

REQUIRE REPLACEMENT. REFER TO

SPEC SECTION 02 82 00.

9.6 REMOVE EXISTING TEXTURED CEILING

GYPSUM BOARD. REFER TO SPEC

SECTION 02 82 00.

22.3 REMOVE EXISTING SHOWER. REFER TO

MEP.7.5 REMOVE EXISTING SKYLIGHT.

9.8 REMOVE EXISTING NON-SLIP RUBBER

SURFACE AT EACH STAIR TREAD.

CLEAN AND PREPARE SURFACE FOR

NEW MATERIAL.

9.10 CUT AND REMOVE PLASTER AS

NECESSARY FOR INSTALLATION OF

MECHANICAL GRILLES.

2.1 ABATE AND ENCAPSULATE EXISTING

ABANDONED ASBESTOS CONTAINING

DUCT WRAP IN BASEMENT. 80 LF.

REFER TO SPEC SECTION 02 82 00.

9.12 REMOVE EXISTING VINYL TILE FOR

INSTALLATION OF REPLACEMENT

FLOORING.

SALVAGE NOTES

22.1 REMOVE & SALVAGE PLUMBING

FIXTURE AND ACCESSORIES. RETURN

TO NATIONAL PARK SERVICE

PERSONNEL. REFER TO MEP.

22.2 REMOVE & SALVAGE EXISTING SINK.

RETURN EXISTING SALVAGED SINK TO

NATIONAL PARK SERVICE PERSONNEL.

REFER TO MEP.

8.2 REMOVE & SALVAGE EXISTING WOOD

DOOR, SCREEN EXTERIOR DOOR, AND

HARDWARE. RETURN EXISTING

SALVAGED DOORS AND HARDWARE TO

NATIONAL PARK SERVICE PERSONNEL.

FRAME TO REMAIN. PREP EXISTING

FRAME FOR INSTALLATION OF NEW

DOOR.

8.3 REMOVE & SALVAGE EXISTING

DORMER WINDOW GLAZING AT

EXISTING BEDROOM 302. RETURN

GLAZING TO NATIONAL PARK SERVICE

PERSONNEL. PREPARE FRAME TO

RECEIVE NEW LOUVER.

SEE SHEET 2/A6.2

22.4 REMOVE & SALVAGE EXISTING SINK

FIXTURES. RETURN EXISTING

SALVAGED FIXTURES TO NATIONAL

PARK SERVICE PERSONNEL.

8.4 REMOVE & SALVAGE EXISTING WOOD

DOOR, FRAME, HARDWARE. RETURN

EXISTING SALVAGED DOOR, FRAME

AND HARDWARE TO NATIONAL PARK

SERVICE PERSONNEL

8.5 REMOVE EXISTING POLYCARBONATE

COVER.

9.9 CUT AND REMOVE FLOOR AS

NECESSARY FOR INSTALLATION OF

MECHANICAL GRILLES. DO NOT

DAMAGE WOOD JOISTS. SALVAGE

FLOORING TO USE FOR PATCHING

WOOD FLOOR.

23.1 REMOVE & SALVAGE EXISTING UNIT

HEATER. RETURN SALVAGED UNIT

HEATER TO NATIONAL PARK SERVICE

PERSONNEL. REFER TO MEP.

9.11 REMOVE AND SALVAGE EXISTING SHOE

MOLD FOR REINSTALLATION WHERE

FLOORING IS REMOVED.

8.6 REMOVE & SALVAGE EXISTING DOOR

HARDWARE. RETURN EXISTING

SALVAGED HARDWARE TO NATIONAL

PARK SERVICE PERSONNEL.

23.2 REMOVE & SALVAGE EXISTING

BASEBOARD HEATER. RETURN

SALVAGED UNIT HEATER TO NATIONAL

PARK SERVICE PERSONNEL. REFER TO

MEP.

8.7 REMOVE & SALVAGE EXISTING WOOD

FRAME. RETURN EXISTING SALVAGED

FRAME TO NATIONAL PARK SERVICE

PERSONNEL

2.2 REMOVE ASBESTOS-CONTAINING WALL

& CEILING BOARD DEBRIS. REFER TO

SPEC SECTION 02 82 00.

9.13 REMOVE EXISTING WALL FOR

INSTALLATION OF SHAFT WALL.

9.14 REMOVE EXISTING FLOOR TO THE

EXTENT SHOWN. REFER TO

MECHANICAL.

T O

DETECTABLE MARKING

TAPE

4" TOPSOIL

2'-0" MAX

BACKFILL

WIDEN TRENCH AS

NEEDED ABOVE PIPE

6" MIN.

SIZE 3 PVC CONDUIT

12 GA. TRACKER

WIRE (TYP.)

NOTE:

12 GA. TRACER WIRE TO BE BURIED WITH NON-METALLIC FIBER LINE.

ENCAPSULATE AND PROTECT WIRE ENDS WITH VALVE BOXES AND CAPS.

B E

D D

IN

G

M

IN

6" MIN.

DEMOLITION SYMBOLS & NOTES

SCOPE OF WORK

APPLIES TO THE

AREA ENCLOSED

BY THE DASHED

LINE.

SCOPE OF WORK

APPLIES TO THE

ITEM SHOWN WITH

DASHED LINES.

SEE DEMOLITION

DRAWINGS AND

NOTES FOR

EXTENT.

SCOPE OF WORK APPLIES

TO THE ENTIRE AREA FOR

THE ITEM OF WORK

IDENTIFIED EITHER IN THE

NOTE OR AT THE SYMBOL.

THE FOLLOWING NOTES APPLY TO ALL DEMOLITION WORK WHETHER INDICATED ON THE DEMOLITION DRAWINGS OR REQUIRED ELSEWHERE IN THE

CONTRACT DOCUMENTS.

1. GENERAL REQUIREMENTS: THE FOLLOWING GENERAL REQUIREMENTS NOTES APPLY TO ALL DEMOLITION WORK. THE NOTES ARE NOT

SYMBOLICALLY REFERENCED ELSEWHERE IN THE DRAWINGS.

2. THE SCOPE OF THE ARCHITECTURAL DEMOLITION FOR THIS PROJECT, APART FROM SPECIFIED UNDER SECTION "SELECTIVE DEMOLITION," IS

SHOWN ON SHEETS NUMBERED AD1.1 THROUGH AD1.5.

3. THE DEMOLITION AS INDICATED ON THE DRAWINGS APPLIES TO THE DEFINED SCOPE OF WORK. THE DRAWINGS, IN GENERAL, DO NOT SPECIFICALLY ADDRESS DEMOLITION THAT IS DEPENDENT ON THE CONTRACTOR'S INDIVIDUAL "MEANS AND METHODS" OF EXECUTING THE WORK. THE REQUIREMENT FOR THIS DEMOLITION IS UNDER SPECIFICATION SECTION "SELECTIVE DEMOLTION."

4. THE EXTENT OF DEMOLITION SHALL BE COORDINATED WITH THE NEW AND REBUILT WORK.

5. "EXTENT OF WORK" SYMBOLS ARE DEFINED AS FOLLOWS:

6. THE TERM "REMOVE" IS DEFINED IN THE SPECIFICATION SECTION "HISTORIC REMOVAL AND DISMANTLING" AND "SELECTIVE DEMOLITION."

7. DURING DEMOLITION, PROVIDE TEMPORARY SUPPORT TO ADJACENT EXISTING CONSTRUCTION AND STRUCTURE TO HOLD IN PLACE WITHOUT ANY

MOVEMENT UNTIL NEW SUPPORTING WORK IS IN PLACE.

8. REFER DIRECTLY TO STRUCTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR DEMOLITION SCOPE RELATED TO THOSE

DISCIPLINES.

9. ALL DEMOLITION IS TO NON-HISTORIC FABRIC, UNLESS OTHERWISE NOTED. REVIEW ALL DEMOLITION PLANS WITH THE PARK AND C.O. FOR

APPROVAL PRIOR TO COMMENCING WITH DEMOLITION.

X.X

X.X

XXX

ROOM

X.X

DESIGNED:

CADD:

TECH REVIEW:

DATE:

SUB SHEET NO: TITLE OF SHEET: DRAWING NO.

PMIS/PKG NO.

OF

A/E FIRM:

PRIME:

SHEET

SEAL:

/1

/2

:5

:4

P

M

GWWO, INC.

BALTIMORE,

MD

JRG

IAG

MAY 31, 2024

AS1.2JRG

SITE DETAILS & DEMOLITION

NOTES

CUMBERLAND ISLAND NATIONAL SEASHORE

258139

13110

PRESERVE AND REHABILITATE THE

HISTORIC GRANGE

188128

SCALE OF FEET

1 1 30 2

SCALE A

SCALE AAS1.2

UTILITY TRENCH WITH CONDUIT1

9.7 22.2

V.I.F

+/-16'-6"

9.8

V .I .F

8.4

8.5

2.1 2.2004

STORAGE

ROOM

MECHANICAL/

ELECTRICAL

ROOM

MECH/ELEC

ROOM

BASEMENT

WORK ROOM

CRAWL SPACE

EXISTING

UTILITY ROOM

E002

9.7 REMOVE EXISTING PLASTER PARTITION

TO THE EXTENT SHOWN. REFER TO

STRUCTURAL.

DEMOLITION NOTES SPECIFIC TO THIS SHEET

22.2 REMOVE & SALVAGE EXISTING SINK.

RETURN EXISTING SALVAGED SINK TO

NATIONAL PARK SERVICE PERSONNEL.

REFER TO MEP.

9.8 REMOVE EXISTING NON-SLIP RUBBER

SURFACE AT EACH STAIR TREAD.

CLEAN AND PREPARE SURFACE FOR

NEW MATERIAL.

(FOR CONVENIENCE ONLY; SEE SHEET AS1.2 FOR COMPLETE LIST)

8.4 REMOVE & SALVAGE EXISTING WOOD

DOOR, FRAME, HARDWARE. RETURN

EXISTING SALVAGED DOOR, FRAME

AND HARDWARE TO NATIONAL PARK

SERVICE PERSONNEL

8.5 REMOVE EXISTING POLYCARBONATE

COVER.

2.1 ABATE AND ENCAPSULATE EXISTING

ABANDONED ASBESTOS CONTAINING

DUCT WRAP IN BASEMENT. 80 LF.

REFER TO SPEC SECTION 02 82 00.

2.2 REMOVE ASBESTOS-CONTAINING WALL

& CEILING BOARD DEBRIS. REFER TO

SPEC SECTION 02 82 00.

DESIGNED:

CADD:

TECH REVIEW:

DATE:

SUB SHEET NO: TITLE OF SHEET: DRAWING NO.

PMIS/PKG NO.

OF

A/E FIRM:

PRIME:

SHEET

SEAL:

/1

/2

:5

:4

P

M

GWWO, INC.

BALTIMORE,

MD

JRG

IAG

MAY 31, 2024

AD1.1JRG

ARCHITECTURAL DEMOLITION

PLANS

CUMBERLAND ISLAND NATIONAL SEASHORE

258139

13111

PRESERVE AND REHABILITATE THE

HISTORIC GRANGE

188128

SCALE AAD1.1

BASEMENT LEVEL FLOOR PLAN - DEMOLITION WORK1

SCALE OF FEET

4 0 4 8

D W

REF.

REF. REF.

9.2

6.2

6.2

6.2

11.1

22.2

6.2

6.1

9.12 9.2

14.1

9.3

9.6

9.1

9.1

9.1

9.1

9.12

OUTLINE OF WINDOW

WELL BELOW, TYP.

11.1

11.1

11.1

8.2

9.3

9.6

9.6

9.1

9.5

9.1

9.12

9.1

9.1

9.3

9.7

9.4

9.8

9.8

9.9

9.9

9.9

9.9

9.10 9.9

9.9

9.9

9.9

9.9

9.9

9.9

9.9

9.9

9.9

9.9

9.9

9.9

9.9

9.9

9.9 9.9

9.9

8.4

23.1

23.1

23.1

23.1

9.11

9.11

9.11

9.11

9.119.11

23.1

23.2 23.2

23.2

9.11 9.11

9.11

9.11 8.7

FAMILY ROOM

111B

CORRIDOR

RESTROOM

CORRIDOR

PANTRY

KITCHEN

DINING ROOM

SUN ROOM

LIVING ROOM

101A

CLOSET

111A

CLOSET

MAIN HALL

EXISTING

BREAKFAST

ROOM

E108

EXISTING

LAUNDRY

E107

9.13

9.14

14.1 REMOVE EXISTING CHAIR LIFT.

6.1 REMOVE EXISTING WOOD STAIRS,

RAILINGS, AND TRELLIS.

9.2 REMOVE EXISTING VINYL TILE FOR

INSTALLATION OF REPLACEMENT

FLOORING. REFER TO SPEC SECTION

02 82 00.6.2 REMOVE EXISTING UPPER AND BASE

CASEWORK, AND COUNTERTOP.

11.1 REMOVE EXISTING KITCHEN

APPLIANCES.

9.1 CUT EXISTING PLASTER AND LATH AT

AS NECESSARY FOR INSTALLATION OF

SPRINKLER PIPING. SEE FIRE

PROTECTION DRAWINGS FOR

LOCATION ON CEILING/WALL.

COORDINATE LOCATION OF ALL PIPING

WITH JOIST SPACING. DO NOT DAMAGE

EXISTING JOISTS. DO NOT DAMAGE

EXISTING ADJACENT PLASTER TO

REMAIN. COORDINATE SPECIFIC

LOCATIONS WITH FINAL APPROVED

SPRINKLER LAYOUT IN FIELD.

COORDINATE DEMOLITION WITH

REPAIR WORK.

DEMOLITION NOTES SPECIFIC TO THIS SHEET

9.3 REMOVE EXISTING 12" X 12" TEXTURED

VINYL FLOOR TILE DOWN TO

UNDERLAYING PINE FLOOR. REFER TO

SPEC SECTION 02 82 00.

9.4 REMOVE EXISTING 12" X 18" SIMULATED

SLATE TILE DOWN TO UNDERLAYING

PINE FLOORING.

9.5 REMOVE EXISTING SHEET VINYL

FLOORING FOR INSTALLATION OF

REPLACEMENT TILE.REFER TO SPEC

SECTION 02 82 00.

22.2 REMOVE & SALVAGE EXISTING SINK.

RETURN EXISTING SALVAGED SINK TO

NATIONAL PARK SERVICE PERSONNEL.

REFER TO MEP.

8.2 REMOVE & SALVAGE EXISTING WOOD

DOOR, SCREEN EXTERIOR DOOR, AND

HARDWARE. RETURN EXISTING

SALVAGED DOORS AND HARDWARE TO

NATIONAL PARK SERVICE PERSONNEL.

FRAME TO REMAIN. PREP EXISTING

FRAME FOR INSTALLATION OF NEW

DOOR.

9.6 REMOVE EXISTING TEXTURED CEILING

GYPSUM BOARD. REFER TO SPEC

SECTION 02 82 00.

9.8 REMOVE EXISTING NON-SLIP RUBBER

SURFACE AT EACH STAIR TREAD.

CLEAN AND PREPARE SURFACE FOR

NEW…