140P2022R0036_Att02a-STLI_312431-Drawings-Final_220601.pdf

TUNNEL

78 JERSEY CITY,

NEW JERSEY

HUDSON RIVER

ELLIS

ISLAND

LIBERTY

ISLAND

FERRY

FERRY

FERRY

STATEN ISLAND MANHATTAN FERRY

GOVERNOR'S ISLAND

MANHATTAN

UPPER NEW YORK BAY

EAST RIVER

BROOKLYN

TU

NN

EL

NEW YORK & NEW JERSEY 2,00002,000

SCALE OF FEET

ACCESS

BRIDGE

NEW IMMIGRATION

BUILDING

NEW FERRY

BUILDNG BAKERY AND

CARPENTRY

COOLING TOWER

FUEL PUMPS

BURIED FUEL TANK

FU

EL

D

OC

K

STORAGE

WATER

TANK

MAIN POWERHOUSE

KITCHEN AND

LAUNDRY

BAGGAGE AND

DORMITORY

MAIN

IMMIGRATION

BUILDING

CANOPY

RAILROAD

OFFICE

(INCLUDED IN

SCOPE)

WALL OF HONOR

FLAGPOLE

SERVICE BRIDGE FROM LIBERTY

STATE PARK, NEW JERSEY; ACCESS

TO BE COORDINATED WITH

CONTRACTING OFFICER

NEW YORK HARBOR

RECREATION HALL

LAUNDRY

PSYCHIATRIC

WARD

RECREATION

SHELTER

HOSPITAL 1

ADMINISTRATION

BUILDING

ADMINISTRATION

BUILDING

HOSPITAL 2

WARD

WARD

WARD

WARD

WARD

WARD

WARD

STAFF

HOUSE

KITCHEN

WARD

WARD

WARD

WARD

POWERHOUSE

NEW YORK HARBOR

FE

RR

Y

SL

IP

S

LEGEND

VEHICULAR ACCESS ROUTE

NATIONAL MONUMENT

BOUNDARY

PARKINGANIMAL

HOUSE

QUARTERS/

LABORATORY

(OVERFLOW)

PROJECT SITE

COORDINATE THE WORK

OF THIS CONTRACT

WITH CONCURRENT

PROJECT BY OTHERS TO

RESTORE EXISTING

ELLIS ISLAND SEAWALL

AND PARK MIB LIFE

SAFETY PROJECT

VEHICLE ROUTE TO

PROJECT SITE FROM

ACCESS BRIDGE

ELLIS ISLAND

GATE

FIRE HYDRANT; MAINTAIN

CLEAR ACCESS

STAGING AREA;

MAINTAIN 4'-0" BUFFER

ON ALL SIDES FOR

PEDESTRIAN ACCESS;

REMAIN OFF OF

PLANTING AREA

LAYDOWN AREA; MAINTAIN 5'-0"

BUFFER ON ALL SIDES BETWEEN

LAYDOWN AND SIDEWALK

EXG TO REMAIN

CHAIN LINK FENCE

EXG GATE AND

FENCE TO REMAIN

MAINTAIN EXG

DOOR ACCESS

CONTRACTOR MAY

ACCESS THIS AREA;

EXTERIOR STAIR IS

OFF-LIMITS

SITE ACCESS NOTES:

1. THE CONTRACTOR IS RESPONSIBLE FOR VANPOOLING WORKERS TO ELLIS ISLAND. GENERAL

ACCESS TO AND EGRESS FROM THE PROJECT WILL BE FROM THE ELLIS ISLAND SERVICE BRIDGE IN

COORDINATION WITH CONTRACTING OFFICER AND UNITED STATES PARK POLICE.

2. DELIVERIES ARE TO BE SCHEDULED IN ADVANCE WITH THE CONTRACTING OFFICER. CONTRACTOR

SHALL COMPLY WITH WEIGHT AND HAULING RESTRICTIONS ON PARK ROADS AND ELLIS ISLAND

SERVICE BRIDGE.

3. THE CONTRACTOR WILL BE ALLOWED LIMITED VEHICLE ACCESS BEHIND THE BAGGAGE &

DORMITORY BUILDING. NO VEHICLE ACCESS IS ALLOWED ON LANDSCAPED AREAS UNLESS OTHERWISE

SPECIFICALLY PERMITTED FOR STAGING PURPOSES.

4. CONTRACTOR IS ONLY ALLOWED TO ACCESS DESIGNATED AREAS. ACCESS TO THE SOUTH END OF

ELLIS ISLAND IS NOT PERMITTED UNLESS CONTRACT REQUIRES ENTRY AND PERMISSIONS IS

AUTHORIZED BY THE CONTRACTING OFFICER.

5. CONTRACTOR SHALL HAVE LIMITED USE OF THE EXISTING STAIR TOWERS FOR ACCESS TO THE ROOF AND REGISTRY ROOM. ACCESS ROUTES WITHIN THE MAIN IMMIGRATION BUILDING WILL BE ESTABLISHED WITH THE CONTRACTING OFFICER AND PARK STAFF FOLLOWING SUBMISSION OF THE CONTRACTOR'S WORK PLAN. CONTRACTOR IS RESPONSIBLE FOR CLEANING DIRT OR DEBRIS WITHIN

STAIR TOWER CAUSED BY CONSTRUCTION ACTIVITY.

6. THE BUILDING WILL BE OCCUPIED THROUGHOUT THE DURATION OF THE CONTRACT AND MUST REMAIN SAFE AND ACCESSIBLE THROUGHOUT THE PERIOD. ALL ENTRANCE DOORS SHALL REMAIN OPERABLE AT ALL TIMES UNLESS OTHERWISE NOTED. ALL EGRESS DOORS AND EGRESS PATHWAYS

SHALL REMAIN CLEAR AT ALL TIMES.

7. OVERHEAD PROTECTION AT PERIMETER OF BUILDING TO BE PROVIDED FOR THE PUBLIC AND PARK

STAFF TO ACCOMMODATE CONSTRUCTION. CONTRACTOR TO COORDINATE INSTALLATION OF

TEMPORARY PROTECTIONS AND CATCHEMENT SYSTEMS WITH THE CONTRACTING OFFICER.

DRAWINGS AND WORK PLAN TO BE REVIEWED BY THE PARK FOR MAINTAINING OPERATIONS AND

PROTECTING HISTORIC FABRIC AND CULTURAL RESOURCES.

OF

TITLE OF DRAWING DRAWING NO.

PKG

NO. SHEET

176547

CONSTRUCTION DRAWINGS

UNITED STATES

DEPARTMENT OF THE INTERIOR

NATIONAL PARK SERVICE

DENVER SERVICE CENTER

LOCATION WITHIN PARK

NAME OF PARK

STATUE OF LIBERTY NATIONAL MONUMENT

ELLIS ISLAND

REGION COUNTY STATE

N. ATLANTIC KINGS NEW YORK

312431

A/E FIRMS

ARCH: STRUCTURAL: SKYLIGHTS:

BEYER BLINDER

BELLE

NEW YORK, NY

SILMAN

NEW YORK, NY

WJE ENGINEERS &

ARCHITECTS

NEW YORK, NY

PRIME/LANDSCAPE:

DHM DESIGN

NEW YORK, NY

Mark Sheet REVISION Date Initial QUALITY DESIGN CERTIFICATION Prepared in Accordance with Design Development (Title I)

OR

Variance from Design Development (Title I) Approved by Superintendent on

OR

Construction Drawing Not Preceded by Design Development (Title I)

Project Manager Date

Drawing No.

Date

MAIN IMMIGRATION BUILDING

HAZMAT:

MABBET

NEW YORK, NY

BI

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50 10050

010 10 20 30

SCALE OF METERS

CHRISTINA WATSON Digitally signed by CHRISTINA WATSON Date: 2022.06.01 09:21:59 -06'00'

GENERAL NOTES:

1. THIS PROPERTY HAS BEEN DETERMINED TO POSSESS HISTORIC (E.G., ARCHITECTURAL, ENGINEERING, ARTISTIC) SIGNIFICANCE AND IS LISTED IN THE NATIONAL REGISTER OF HISTORIC PLACES (NRHP REF #66000058).

THE ENTIRETY OF ELLIS ISLAND IS A HISTORIC DISTRICT AND MOST OF THE SURROUNDING BUILDINGS ARE CONTRIBUTING. THE CONTRACTOR SHALL RECOGNIZE THAT ALL ASPECTS OF THE PROPERTY MAY POTENTIALLY CONTRIBUTE TO THE SIGNIFICANCE AND THE CONTRACTOR SHALL NOT JUDGE THE RELATIVE SIGNIFICANCE OF ANY FEATURES NOR THE IMPACT OF ANY OF THE PROPOSED WORK; THIS RESPONSIBILITY SHALL REST SOLELY WITH THE CONTRACTING OFFICER. CONSEQUENTLY, NO DEVIATIONS FROM THE CONTRACT DOCUMENTS SHALL BE PERFORMED AND NO FEATURES OR MATERIALS SHALL BE ALTERED, REMOVED, REUSED, OR TAKEN FROM THE PREMISES, WITHOUT THE WRITTEN APPROVAL OF THE CONTRACTING OFFICER AS BEING CONSISTENT WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. ALL WORK SHALL BE CONSISTENT WITH THE SECRETARY OF THE INTERIOR'S STANDARDS FOR THE TREATMENT OF HISTORIC PROPERTIES.

2. DIMENSIONS SHOWN ON THE DRAWINGS ARE APPROXIMATE. THE DRAWINGS GENERALLY REFLECT EXISTING CONDITIONS AND DO NOT REPRESENT A COMPLETE AND COMPREHENSIVE SURVEY OF THE EXISTING CONDITIONS. SCALING THE DRAWINGS MAY RESULT IN DISCREPANCIES. THE CONTRACTOR IS RESPONSIBLE TO VERIFY THE DIMENSIONS IN THE FIELD BEFORE PROCEEDING. NOTIFY THE CONTRACTING OFFICER IMMEDIATELY OF ANY INCONSISTENCY BETWEEN THE CONDITIONS FOUND AND THOSE SHOWN ON DRAWINGS.

3. THE SCOPE OF THE WORK IS DEFINED IN THE CONTRACT DOCUMENTS. THE CONTRACT DOCUMENTS INCLUDE THE CONSTRUCTION DRAWINGS AND THE SPECIFICATIONS. REFERENCE TO BOTH IS REQUIRED.

4. EXECUTION OF THE WORK SHALL BE THE RESPONSIBILITY OF THE PRIME CONTRACTOR AND SHALL BE COORDINATED WITH NPS CONTRACTING OFFICER.

5. THE WORK OF ALL TRADES SHALL CONFORM TO CURRENT APPLICABLE FEDERAL, STATE, AND LOCAL CODES & REQUIREMENTS.

6. THE CONTRACTOR SHALL PROTECT THE STRUCTURE AND THE SITE AGAINST DAMAGE RELATING TO THE WORK, AND SHALL BE RESPONSIBLE FOR REPAIRING AND REFINISHING ANY DAMAGE RELATING TO THE WORK TO

THE SATISFACTION OF AND AT NO COST TO NPS.

7. THE CONTRACTOR SHALL USE ALL NECESSARY PHYSICAL MEANS REQUIRED TO RESTRICT ACCESS AND PROTECT ALL PERSONS IN AND AROUND WORK AREAS. SAFETY DEVICES SHALL BE USED IN CONFORMANCE WITH CURRENT APPLICABLE FEDERAL, STATE, AND LOCAL BUILDING CODES AND ORDINANCES IN FORCE.

8. THE CONTRACTOR SHALL PROVIDE AND EMPLOY TEMPORARY ENCLOSURES AND OTHER SUITABLE AND STABLE METHODS TO LIMIT THE TRAVEL OF DUST, DIRT, AND WATER BEYOND THE REQUIRED WORK AREAS. THE CONTRACTOR SHALL PROTECT ALL OPENINGS, VENTS, AIR INTAKES, AND MISCELLANEOUS EQUIPMENT FROM CONSTRUCTION RELATED DUST, DIRT AND WATER. THE CONTRACTOR SHALL COMPLY WITH ALL CURRENT

REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION.

9. DETAILS AND REPAIR METHODS SHOWN IN THE CONTRACT DOCUMENTS ARE INTENDED TO ESTABLISH THE CHARACTER OF THE WORK TO BE COMPLETED. THE CONTRACTOR MAY PROPOSE OTHER DETAILS AND REPAIR METHODS TO THE CONTRACTING OFFICER FOR CONSIDERATION BEFORE PROCEEDING WITH THE SPECIFIC WORK ITEM OR RELATED REPAIR ITEM. ANY SUBMITTED DETAILS SHALL CONFORM TO THE INTENT OF THE CONTRACT DOCUMENTS. THE CONTRACTOR IS NOT TO PROCEED WITH ANY ALTERNATIVE REPAIR METHODS WITHOUT WRITTEN APPROVAL OF THE CONTRACTING OFFICER.

10. ALL MASONRY REPAIRS TO THE STRUCTURE SHALL BE EXECUTED IN A GOOD WORKMANSHIP MANNER TO PRODUCE A WATERTIGHT FINISH JOINT AND FINISH SURFACE AND IN A MANNER AS TO SHED WATER AWAY FROM

THE BUILDING ELEMENT OR BUILDING FACE.

11. ALL LOOSE FURNITURE AND EQUIPMENT SHALL BE REMOVED WHETHER OR NOT THEY ARE SHOWN ON THE PLANS. VERIFICATION OF EXISTING CONDITIONS, I.E. FURNITURE, EXHAUST FANS, ETC. CAN BE ASCERTAINED VIA THE PRE-BID WALKTHROUGH. FAILURE TO PERFORM A SITE VISIT PRIOR TO BID DOES NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF REMOVING ALL EXISTING EQUIPMENT AND FURNITURE AS NOTED.

SYMBOLS

SEE DISCIPLINE SHEETS FOR DISCIPLINE SPECIFIC SYMBOLS

Sheet No.

Sequence

Discipline

WINDOW TAG

NORTH

ARROW

CENTER LINE

DETAIL

SPOT

ELEVATION

MARKERS

EXTERIOR

ELEVATION

SECTION

SHEET No.

A3.1

A2.1

A1

DETAIL

SHEET

DETAIL

SHEET

DETAIL

REFERRING

SHEET

XX.XX

A2

DETAIL

SHEET

ABBREVIATIONS

SEE DISCIPLINE SHEETS FOR DISCIPLINE SPECIFIC ABBREVIATIONS

APPROX APPROXIMATELY

AVG. AVERAGE

B.O. BOTTOM OF

CO CONTRACTING OFFICER

CONC CONCRETE

CONT CONTINUOUS

DEMO DEMOLITION

DN DOWN

DR DRAIN

DWGS DRAWINGS

ELEC ELECTRICAL

ELEV ELEVATION

EOR ENGINEER OF RECORD

EQUIP EQUIPMENT

ETR EXISTING TO REMAIN

EXG EXISTING

HORIZ HORIZONTAL

INCL INCLUDE(D)/INCLUDING

INSUL INSULATE/INSULATION

JT JOINT

MECH MECHANICAL

MIB MAIN IMMIGRATION BUILDING

MIN MINIMUM

MISC MISCELLANEOUS

MNFR MANUFACTURER

MTD MOUNTED

MTL METAL

DOOR TAGD.XX

PTD PAINTED

PLUMB PLUMBING

PLY PLYWOOD

REQ REQUIRED

RR RAILROAD

SEQ SEQUENCE

STR, STRUCT STRUCTURAL

SUG SUGGESTED

THRU THROUGH

TOS TOP OF STEEL

TYP TYPICAL

UON UNLESS OTHERWISE NOTED

VERT VERTICAL

W/ WITH

WD WOOD

W/O WITHOUT

1. CONFORM TO IBC 2021 (INTERNATIONAL BUILDING CODE). USE NFPA 101 LIFE SAFETY CODE WHEN IBC IS SILENT.

2. CONFORM TO IEBC 2021 (INTERNATIONAL EXISTING BUILDING CODE).

3. CONFORM TO ABAAS (ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS).

APPLICABLE CODES

SUMMARY OF WORK

THE SCOPE OF WORK IS LIMITED TO THE RESTORATION OF MASONRY FACADES, WINDOWS AND DOORS, REPLACEMENT OF SKYLIGHTS, REPAIRS TO THE UPPER ROOF, AND UNDERLYING STRUCTURAL ISSUES THAT NEED

TO BE ADDRESSED TO RESTORE THESE ELEMENTS.

OF

DESIGNED:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

176547

312431

61STATUE OF LIBERTY NATIONAL MONUMENT

REHABILITATE EXTERIOR SYSTEMS OF MAIN

IMMIGRATION BUILDING

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DRAWING LISTAP

CR, JG

05/20/22

BBB

T1.1

5 A1.0 ROOF PLAN

6 A1.2 UPPER ROOF PLAN

7 A2.0 FACADE RESTORATION SOUTH ELEVATION WEST

8 A2.1 FACADE RESTORATION SOUTH ELEVATION EAST

9 A2.2 FACADE RESTORATION EAST ELEVATION

10 A2.3 FACADE RESTORATION NORTH ELEVATION EAST

11 A2.4 FACADE RESTORATION NORTH ELEVATION WEST

12 A2.5 FACADE RESTORATION WEST ELEVATION

13 A2.6 FACADE RESTORATION NORTH CLERESTORY ELEVATIONS

14 A2.7 FACADE RESTORATION SOUTH CLERESTORY ELEVATIONS

15 A2.8 FACADE RESTORATION PARTIAL TOWER ELEVATIONS

16 A3.0 SECTION THROUGH CLERESTORY

17 A3.1 SECTIONS THROUGH SKYLIGHTS BID OPTIONS 1-6

18 A4.0 WINDOW & DOOR KEY SOUTH ELEVATION

19 A4.1 WINDOW & DOOR KEY EAST & WEST ELEVATIONS

20 A4.2 WINDOW & DOOR KEY NORTH ELEVATION

21 A4.3 WINDOW TYPES

22 A4.4 WINDOW & DOOR TYPES

23 A4.5 WINDOW SCHEDULE

24 A4.6 WINDOW DETAILS FOR REPLACEMENT WINDOW

25 A4.7 TYPICAL WINDOW REPLACEMENT PROFILES

26 A4.8 DOOR SCHEDULE & PROFILE REPLACEMENTS

27 A5.0 MASONRY REPAIR DETAILS

28 A5.1 MASONRY REPAIR DETAILS

29 A5.2 ROOF DETAILS - ENLARGED PLANS & SECTIONS

30 A5.3 ROOF DETAILS - TILE

31 A5.4 ROOF DETAILS - FLASHINGS

32 A5.5 ROOF DETAILS - SHEETMETAL

SHEET SUB-SHEET TITLE OF SHEET

1 T1.0 COVER SHEET

2 T1.1 DRAWING LIST

3 C1.0 SITE PLAN

4 D1.0 ROOF DEMOLITION PLAN

48 S1.1 ROOF PLAN

49 S1.2 UPPER ROOF PLAN

50 S1.3 PLANS - LOW ROOFS

51 S2.1 NORTH CLERESTORY

52 S2.2 EAST CLERESTORY

53 S2.3 SOUTH CLERESTORY

54 S2.4 WEST CLERESTORY

55 S4.1 SECTIONS

56 S4.2 SECTIONS

57 S4.3 PURLIN REPAIR DETAILS

58 S5.1 TYPICAL DETAILS

59 S5.2 TYPICAL DETAILS

60 S5.3 SKYLIGHT CURB DETAILS

33 W0 SCOPE OF WORK & GENERAL NOTES

34 W1 OVERALL ROOF PLAN

35 W2 SECTIONS THROUGH ATRIUM AND TYPICAL LIBRARY SKYLIGHTS

36 W3 ENLARGED ATRIUM SKYLIGHT PLANS

37 W4 ENLARGED ORAL HISTORY LISTENING ROOM, READING ROOM & CIRCULATION SKYLIGHT PLANS

38 W5 EXISTING TO BE REMOVED AND NEW CROSS-SECTION SKYLIGHT DETAILS

39 W6 EXISTING (REMOVALS) ATRIUM SKYLIGHT DETAILS (OPTIONS 1/1A)

40 W7 EXISTING (REMOVALS) LIBRARY SKYLIGHT DETAILS (OTIONS 2/2A)

41 W8 NEW ATRIUM SKYLIGHT DETAILS (OPTIONS 1/1A)

42 W9 NEW ATRIUM SKYLIGHT DETAILS (OPTIONS 1/1A)

43 W10 NEW ORAL HISTORY LISTENING ROOM/READING ROOM SKYLIGHT DETAILS (OPTIONS 2/2A)

44 W11 EXISTING (REMOVALS) AND NEW CIRCULATION SKYLIGHT DETAILS (OPTIONS 3/3A)

45 W12 SKYLIGHT APEX PLANS AND FRAMING PLANS

46 W13 MISCELLANEOUS DETAILS

47 W14 CURB FLASHING DETAILS (BID OPTIONS 1-3A)

61 ABT1.0 ASBESTOS ABATEMENT PLAN

SHEET SUB-SHEET TITLE OF SHEET

1 T1.0 COVER SHEET

2 T1.1 DRAWING INDEX & GENERAL NOTES

3 C1.0 SITE PLAN

4 A1.0 CLERESTORY PLAN

5 A2.0 EXTERIOR CLERESTORY ELEVATIONS NORTH AND SOUTH

6 A2.1 EXTERIOR CLERESTORY ELEVATIONS EAST AND WEST

7 A3.0 SECTION THROUGH REGISTRY ROOM

8 A4.0 WINDOW TYPES & SCHEDULE

9 A4.1 WINDOW SASH DETAILS

10 A4.2 WINDOW TYPE A DETAILS

11 A4.3 WINDOW TYPE B DETAILS

12 A4.4 WINDOW HARDWARE DETAILS

13 A4.5 STORM WINDOW DETAILS

14 L1.0 LIGHTING LAYOUT

15 L1.1 LIGHTING CONTROL RISER

16 L1.2 LIGHTING FIXTURE SCHEDULE

17 H1.0 ASBESTOS-CONTAINING MATERIAL LOCATIONS KEY PLAN

18 H1.1 LEAD-BASED PAINT LOCATIONS KEY PLAN

19 H2.0 ASBESTOS-CONTAINING MATERIAL LOCATIONS WINDOW DETAILS

20 H2.1 LEAD-BASED PAINT LOCATIONS WINDOW DETAILS

ENTRANCE CANOPY

RAILROAD TICKET

OFFICE

BAGGAGE AND

DORMITORY BUILDING

KTICHEN AND LAUNDRY BUILDING

AMERICAN IMMIGRANT WALL OF HONOR

AMERICAN IMMIGRANT WALL OF HONOR AND FORT GIBSON SITE

OUTDOOR CAFE

FE

RR

Y

SL

IP

T

O

MA

NH

AT

TA

N

AN

D

LIB

ER

TY

IS

LA

ND

EXISTING GATE

CONTRACTOR VEHICLE

ACCESS ROUTE

TO ELLIS ISLAND

BRIDGE; SEE

COVER SHEET FOR

VEHICLE ROUTE

PUBLIC STAIR AND

ACCESS RAMP

MA

IN

P

UB

LIC

EN

TR

AN

CE

DOOR INTO BAGGAGE &

DORMITORY BUILDING TO

REMAIN CLEAR AT ALL TIMES

EXISTING CHAIN

LINK FENCE

METAL GATE & FENCE

CONNECTING COVERED

WALKWAY BETWEEN

BUILDINGS

STAGING AREA; MAINTAIN 4'-0"

BUFFER ON ALL SIDES FOR

PEDESTRIAN ACCESS; REMAIN

OFF OF PLANTING AREA

LEAVE PEDESTRIAN ACCESS

BETWEEN MIB AND KITCHEN

& LAUNDRY BUILDING CLEAR

AT ALL TIMES

CONTRACTOR MAY USE THIS

COURTYARD FOR STAGING - USE

OF EXTERIOR STAIR IS

PROHIBITED

LEGEND

LANDSCAPED AREA WITH

LAWN IRRIGATION SYSTEMS

MAIN IMMIGRATION

BUILDING

WATER

PUBLIC ENTRANCE/EXIT

CONTRACTOR VEHICLE

ACCESS ROUTE

PUBLIC PEDESTRIAN

PATHWAYSTAGING AREA

SITE NOTES:

1. SITE ACCESS: PROJECT SITE IS LOCATED ON ELLIS ISLAND WITHIN A SIGNIFICANT

AREA OF PEDESTRIAN TRAFFIC. GENERAL ACCESS TO AND EGRESS FROM THE

PROJECT WILL BE FROM THE ELLIS ISLAND SERVICE BRIDGE USING THE ACCESS

ROUTE INDICATED ON COVER SHEET. CONTRACTOR WILL BE ALLOWED LIMITED

VEHICLE ACCESS BEHIND THE BAGGAGE AND DORMITORY BUILDING. NO ACCESS

BY VEHICLES, CONSTRUCTION VEHICLES AND EQUIPMENT IS ALLOWED ON

LANDSCAPED AREAS.

2. PARKING: CONTRACTOR SHALL HAVE LIMITED PARKING AVAILABLE WHERE

AUTHORIZED BY PARK; PARKING NOT ALLOWED ON SITE OR ON LANDSCAPED

AREAS.

3. LIMITS OF WORK: REFER TO SHEETS A1.0 THROUGH A5.5 FOR PROJECT AREA

LIMITS WITHIN THE MAIN IMMIGRATION BUILDING.

4. THE STAGING AREAS WILL ACCOMMODATE MATERIALS STORAGE, DUMPSTERS,

AND SANITARY FACILITIES. THE EXACT CONFIGURATION AND LOCATION OF THE

STAGING AREA WILL BE ESTABLISHED WITH THE CONTRACTING OFFICER AND PARK

STAFF FOLLOWING SUBMISSION OF THE CONTRACTOR'S WORK PLAN. NO

MATERIALS MAY BE STORED ON OR INSIDE THE BUILDING, OR ON THE SITE OUTSIDE

THE LIMITS OF WORK.

5. A WORKPLAN WITH APPROPRIATE PROTECTIONS MUST BE SUBMITTED TO THE

CONTRACTING OFFICER FOR APPROVAL FOR ACCESS AND STAGING ON ANY ROOF,

AND FOR ANY WORK ON FACADES IN THE VICINITY OF ENTRANCES.

6. ELECTRICAL POWER FOR THE PROJECT SHALL BE PROVIDED FROM THE EXISTING

PANELS SERVING THE BUILDING ON THE INTERIOR OF THE SECOND FLOOR.

CONTRACTOR SHALL BE RESPONSIBLE FOR CODE COMPLIANT CONNECTION AND

SHALL PROVIDE DETAILED CONNECTION DRAWINGS SIGNED BY A NEW YORK STATE

LICENSED ELECTRICIAN FOR APPROVAL PRIOR TO COMMENCEMENT OF WORK.

7. POTABLE WATER FOR CONSTRUCTION SHALL BE PROVIDED FROM THE EXISTING

WATER SERVICE SERVING THE BUILDING AT THE EXTERIOR OF THE GROUND LEVEL.

CONTRACTOR SHALL BE RESPONSIBLE FOR CODE COMPLIANT CONNECTION AND

SHALL PROVIDE DETAILED CONNECTION DRAWINGS FOR APPROVAL PRIOR TO

COMMENCEMENT OF WORK.

8. EMERGENCY FIRST RESPONDERS AND NPS WILL HAVE EMERGENCY ACCESS TO

THE BUILDING AT ALL TIMES.

9. SITE RESTORATION: CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY

DAMAGES TO LANDSCAPED AREAS, IRRIGATION SYSTEMS AND SITE FEATURES

INCURRED BY CONSTRUCTION ACTIVITIES.

10. CONTRACTOR TO PROVIDE WORK PLAN FOR ALL AREAS FOR APPROVAL FROM

CONTRACTING OFFICER PRIOR TO COMMENCEMENT OF WORK.

11. CONTRACTOR TO COORDINATE ALL GATE USE/ACCESS WITH NPS PARK STAFF.

12. NO CONTRACTOR USE OF ELEVATORS AT ANY TIME.

13. KEEP ALL DESIGNATED FIRE ROUTES FREE AND CLEAR AT ALL TIMES.

14. SUPPORT AND SCAFFOLD IS NOT PERMITTED IN THE GUTTERS OF THE TOWERS.

SCAFFOLD IS NOT PERMITTED TO BE ATTACHED TO THE BUILDING. ANY SCAFFOLD

INSTALLED MUST HAVE ANTI-CLIMB PROTECTION.

OF

DESIGNED:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

176547

312431

61STATUE OF LIBERTY NATIONAL MONUMENT

REHABILITATE EXTERIOR SYSTEMS OF MAIN

IMMIGRATION BUILDING

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SITE PLANAP

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05/20/22

BBB

C1.0

32 0 32 64

SCALE OF FEET

BID OPTION 2 & 2A:

REMOVE EXG LIBRARY

SKYLIGHT & FRAMING.

PROVIDE TEMPORARY

ENCLOSURE AT

SKYLIGHT OPENING.

BID OPTION 2 & 2A:

REMOVE EXG LIBRARY

SKYLIGHT & FRAMING.

PROVIDE TEMPORARY

ENCLOSURE AT

SKYLIGHT OPENING.

BID OPTION 1 & 1A: REMOVE

EXG ATRIUM SKYLIGHT &

FRAMING. PROVIDE

TEMPORARY ENCLOSURE AT

SKYLIGHT OPENING.

REFER TO DWG A1.0 FOR EXTENT OF

REMOVALS AT UPPER ROOF

EXG LOW BITUMINOUS

MEMBRANE ROOF TO REMAIN

EXG LOW BITUMINOUS MEMBRANE ROOF TO REMAIN

EXG RR TICKET OFFICE ROOF TO REMAIN

BID OPTION 3 & 3A:

REMOVE EXG

CIRCULATION

SKYLIGHT & FRAMING.

PROVIDE TEMPORARY

ENCLOSURE AT

SKYLIGHT OPENING.

LAYDOWN IS PERMITTED WITHIN DELINEATED AREA.

AREA APPROXIMATELY CORRESPONDS TO LIMIT OF

OUTER RANGE OF CONCRETE PAVERS, EXCEPT AT

WEST WHERE WORK AREA EXTENDS BEYOND PAVERS

TO PARAPET. REFER TO STRUCTURAL ROOF PLAN

FOR ALLOWABLE LOADING CAPACITY AT ROOFS.

CONTRACTOR TO PROVIDE A DETAILED PLAN FOR ALL

ROOF ACCESS AND PROTECTION FOR APPROVAL BY

CONTRACTING OFFICER PRIOR TO COMMENCEMENT

OF WORK. PLAN MUST INCLUDE DRAWINGS TO

CONFIRM THAT PROPOSED LOADS CAN BE

SUPPORTED BY THE EXISITNG ROOF STRUCTURE AND

BE STAMPED BY A STRUCTURAL ENGINEER.

DN DN

METAL

ROOFING TO

REMAIN

EXG LOW BITUMINOUS MEMBRANE ROOF TO REMAIN

EXG LOW

BITUMINOUS

MEMBRANE ROOF

TO REMAIN

EXG RR TICKET

OFFICE VESTIBULE

ROOF TO REMAIN

PROTECT EXISTING TO

REMAIN DOWNSPOUTS,

SEE 2/D1.0

PROTECT EXISTING TO

REMAIN DOWNSPOUTS,

SEE 2/D1.0

GENERAL DEMOLITION NOTES

1.ALL EXISTING SURFACES AND EQUIPMENT TO REMAIN

SHALL BE FULLY PROTECTED FROM DAMAGE DURING

CONSTRUCTION. CONTRACTOR SHALL ASSUME FULL

RESPONSIBILITY FOR DAMAGE AND SHALL MAKE REPAIRS

REQUIRED WITHOUT ADDITIONAL COST TO THE OWNER.

2.NO DEBRIS SHALL BE ALLOWED TO ACCUMULATE ON THE

ROOF OR SITE. THE CONTRACTOR SHALL REMOVE DEBRIS AS

THE JOB PROCEEDS. THE ROOF AND SITE SHALL BE LEFT

BROOM CLEANED AT THE COMPLETION OF DEMOLITION.

3.NO STRUCTURAL ELEMENTS SHALL BE REMOVED UNLESS

PORTIONS AFFECTED ARE ADEQUATELY SUPPORTED BY

EITHER TEMPORARILY SHORING OR NEW STRUCTURAL

ELEMENTS AS REQUIRED TO PROTECT THE STABILITY AND

INTEGRITY OF THE EXISTING STRUCTURE. ALL STRUCTURAL

REMOVALS TO BE COORDINATED WITH STRUCTURAL

DRAWINGS.

4.SPRINKLER PIPES ARE SUPPORTED FROM SKYLIGHTS TO BE

REMOVED. CONTRACTOR TO REVIEW ALL EXISTING SYTEMS

ATTACHED TO OR ADJACENT TO SKYLIGHT REMOVAL.

TEMPORARILY SUPPORT SPRINKLER LINES DURING

CONSTRUCTION AND PROVIDE PERMANENT SUPPORT AFTER

INSTALLATION OF NEW SKYLIGHTS.

5. CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN ALL

TEMPORARY BARRIERS AND GUARDS AND ALL TEMPORARY

SHORING, BRACING, AND TEMPORARY HEAT AS REQUIRED BY

OSHA.

6.CONTRACTOR SHALL PROVIDE ADEQUATE WEATHER

PROTECTION FOR THE BUILDING AND ITS CONTENTS DURING

THE COURSE OF CONSTRUCTION. ALL OPENINGS IN ANY WALL

OR ROOF SHALL BE PROTECTED FROM ALL FORMS OF

WATER PENETRATION.

7.AT AREAS OF REMOVAL DIRECTLY ADJACENT TO WORK NIC,

CAREFULLY DISMANTLE MATERIALS SO AS NOT TO DAMAGE

ADJACENT MATERIALS TO REMAIN.

8.REFER TO HAZARDOUS MATERIALS SURVEY REPORTS -

CONTRACTOR RESPONSIBLE FOR ALL ABATEMENT REQUIRED

TO COMPLETE WORK.

9. COORDINATE ALL RELATED SPRINKLER, FIRE ALARM, AND

MEP WORK WITH THE CONTRACTING OFFICER AND THE PARK.

WORK MUST BE APPROVED BY CONTRACTING OFFICER PRIOR

TO COMMENCEMENT OF WORK.

10. PROTECT ALL RAIN LEADERS AND ROOF DRAINS

THROUGHOUT CONSTRUCTION.

PROTECT EXG

DOWNSPOUTS TO

REMAIN

OF

DESIGNED:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

176547

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ROOF DEMOLITION PLANAP

CR, JG

05/20/22

Designer

D1.0

16 0 16 32

SCALE OF FEET

NTSD1.0

2 TYP ROOF DOWNSPOUTS

A1.2

A1.0

ACCESS TO EAST ELEVATION;

AREA INACCESIBLE FROM

NORTH ELEVATION

ACCESS TO WEST ELEVATION;

AREA INACCESSIBLE FROM

NORTH ELEVATION

A2.7

A2.6

A2.8A2.8

A2.2A2.5

A2.3

A2.7

A2.8 A2.8

A2.5

A2.4

A2.1

A3.0A1.0

A3.0A1.0

BID OPTION 1 & 1A:

ATRIUM SKYLIGHT; SEE

W-SERIES DWGS FOR

SKYLIGHT SCOPE

BID OPTION 2 & 2A:

LIBRARY SKYLIGHT; SEE W-

SERIES DWGS FOR

SKYLIGHT SCOPE

BID OPTION 2 & 2A:

LIBRARY SKYLIGHT; SEE W-

SERIES DWGS FOR

SKYLIGHT SCOPE

BID OPTION 3 & 3A:

CIRCULATION

SKYLIGHT; SEE W-

SERIES DWGS FOR

SKYLIGHT SCOPE

EXISTING LOW ROOF N.I.C.

EXISTING LOW ROOF N.I.C.

EXISTING LOW ROOF N.I.C.

EXISTING LOW ROOF N.I.C.

A2.4

A2.4

CONTRACTOR TO PROTECT

ALL DOWNSPOUTS AND PIPING

(TYP)

LAYDOWN IS PERMITTED WITHIN

DELINEATED AREA. AREA

APPROXIMATELY CORRESPONDS

TO LIMIT OF OUTER RANGE OF

CONCRETE PAVERS, EXCEPT AT

WEST WHERE WORK AREA

EXTENDS BEYOND PAVERS TO

PARAPET. SEE STRUCTURAL

DRAWINGS FOR PERMITTED

LOADS.

A2.0

EXISTING RAILROAD TICKET OFFICE ROOF N.I.C.

UPPER ROOF METAL

ROOFING TO

REMAIN

EXISTING RAILROAD

TICKET OFFICE

VESTIBULE ROOF

N.I.C.

EXG CONCRETE

PAVERS TO

REMAIN

A3.1 A1.0 2

A3.1 A1.0

SCAFFOLDING & SUPPORTS NOT

PERMITTED TO BEAR ON

SKYWARD FACING TOWER

ELEMENTS, INCLUDING GUTTER &

CORNICES, TYP.

NOTES:

1. REFER TO STRUCTURAL ROOF PLAN FOR ALLOWABLE LOADING

CAPACITY AT ROOFS. CONTRACTOR TO PROVIDE A DETAILED PLAN FOR

ALL ROOF ACCESS AND PROTECTION FOR APPROVAL BY CONTRACTING

OFFICER PRIOR TO COMMENCEMENT OF WORK. PLAN MUST INCLUDE

DRAWINGS TO CONFIRM THAT PROPOSED LOADS CAN BE SUPPORTED BY

THE EXISITNG ROOF STRUCTURE AND BE STAMPED BY A STRUCTURAL

ENGINEER.

2. CONTRACTOR TO CERTIFY LIGHTNING PROTECTION MEETS UL 96 AND

96A AND NFPA 780 REQUIREMENTS AT COMPLETION OF ROOF WORK.

CONTRACTOR TO PROVIDE ANY UPGRADES TO LIGHTINING PROTECTION

SYSTEM REQUIRED TO MEET UL CERTIFICATION.

3. PROTECT ALL RAIN LEADERS AND ROOF DRAINS THROUGHOUT

CONSTRUCTION.

4. SUPPORT AND SCAFFOLD IS NOT PERMITTED IN THE GUTTERS OF THE

TOWERS.

OF

DESIGNED:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

176547

312431

61STATUE OF LIBERTY NATIONAL MONUMENT

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ROOF PLANAP

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05/20/22

BBB

A1.0

16 0 16 32

A3.0A1.0

A4.1

A4.1

A4.1

A4.1

A3.0A1.0

A5.4A1.2

DR DR DRDR

DR DR DRDR

A4.2

A4.0

6" V

.I.F

8'

- 0

" V .I.F

194' - 8" V.I.F.

FLASHING TYPE A TYP

29' - 9" V.I.F.

DO

RM

E R T

YP

2" V

.I.F

A5.2

3 A5.2

A1.2

FLASHING TYPE A TYP.

9' - 7"

EXISTING TERRA COTTA TILE ROOF

PROTECT AREAS NOT IN SCOPE

V.I.F.

5' - 8"

TO REMAIN TYP

EXISTING ORN. CORNICE & FLASHING

34' - 3"

V.I.F.

8' - 0"

2 T

ILE

S

TYP.

WIDE

6 TILES

LO

NG

4 T

ILE

S

WIDE TYP

2 TILES

LO

NG

T

YP

1 T

ILE

TYP. 4

CORNERS

4'

- 6

8' - 0"

5' - 6"

6'

- 6

2' - 0"

4'

- 0

2'

- 0

2' - 0"

28' - 0"

V.I.F .25'

- 3 " V.I.F.

7' - 2"V.I.F.

26' - 6"

4' - 0"

2'

- 0

EXISTING BALUSTRADE

NOT OPEN FOR PASSAGE

EXISTING STEP

OPEN FOR INCIDENTAL PASSAGE

EXISTING BALUSTRADE

NOT OPEN FOR PASSAGE

EXISTING STEP OPEN FOR

INCIDENTAL PASSAGE

MIN.

9' - 3"

A5.3A1.2

A5.3A1.2

TYP

LEGEND

TYPE 1 ROOF REPAIR - SINGLE TILE

REMOVE BROKEN TERRACOTTA TILE

REMOVE DETERIORATED PORTION OF ROOF FELT

SPLICE SELF-ADHERED SHEET MEMBRANE INTO FELT

INSTALL NEW REPLICA TILE WITH CLIPS

TYPE 2 ROOF REPAIR - MULTIPE TILE

REMOVE & SALVAGE EXISTING TERRACOTTA TILE

REMOVE EXISTING ROOF FELT FROM DECK

SPLICE SELF-ADHERED SHEET MEMBRANE INTO FELT

REINSTALL TILE WITH HEAD AND NOSE CLIPS

INCLUDE REPLACEMENT OF 15% OF EACH TILE

SHAPE DUE TO SALVAGE & REINSTALLATION

TYPE 3 ROOF REPAIR - TILE & WOOD DECK

REMOVE & SALVAGE EXISTING TERRACOTTA TILE

PROVIDE REPLACEMENT TREATED WOOD SLEEPERS,

TREATED PLYWOOD DECK AND SELF-ADHERED

SHEET MEMBRANE

REINSTALL TILE WITH HEAD AND NOSE CLIPS

TYPE 4 ROOF REPAIR - TILE, WOOD DECK &

STRUCTURAL DECK

REMOVE & SALVAGE EXISTING TERRACOTTA TILE

REMOVE FELT MEMBRANE, PLYWOOD DECK,

SLEEPERS AND FLAT MASONRY STRUCTURAL TILE

ROOF DECK

REPAIR AND REPLACE ROOF STRUCTURE PER S-

DRAWINGS

PROVIDE REPLACEMENT TILE DECK, CEMENTIOUS

LEVELING COAT, ROOF MEMBRANE, TREATED WOOD

SLEEPERS, TREATED PLYWOOD DECK AND SELF-

ADHERED SHEET MEMBRANE

REINSTALL TILE WITH HEAD AND NOSE CLIPS

TYPE A FLASHING REPAIR

REMOVE EXISTING FLAT-SEAM COPPER FLASHING

REMOVE PLYWOOD DECK

REPAIR EXISTING WOOD GUTTER BLOCKING

PROVIDE MEMBRANE UNDERLAYMENT FLASHED TO

BI-LEVEL DRAIN

PROVIDE REPLACEMENT 20 OZ COPPER FLASHING

FLAT SEAM JOINTS FULLY SOLDERED OVER ROSIN-

SIZED PAPER

TYPE B FLASHING REPAIR

PROVIDE 16 OZ COPPER COPING COVERS AND

FASCIA OVER EXISTING LIMESTONE

COPING JOINT REPAIR

SEAL JOINT BETWEEN COPINGS WITH LEAD CAP

LIMESTONE DUTCHMAN

SAW-CUT DETERIORATED LIMESTONE AT JOINT

SECURE LIMESTONE DUTCHMAN WITH EPOXY

DRAIN REPLACEMENT

REMOVE CONDUCTOR HEAD

INSTALL BI-LEVEL DRAIN CONNECTED TO TYPE A

FLASHING UNDERLAYMENT AT LOWER LEVEL AND

COPPER GUTTER AT UPPER LEVEL

INSTALL REPLICA CONDUCTOR HEAD

CLEAN EXTERIOR LEADER OF DEBRIS

EXISTING ROOF - PROTECT EXISTING

CONSTRUCTION TO REMAIN

DR

NOTES

3' - 7"

1. PRIOR TO COMMENCEMENT OF WORK

CONTRACTOR TO PERFORM FULL

UPPER ROOF LEVEL SURVEY & SUBMIT

QUANTITIES & LOCATION OF EACH TYPE

OF REPAIR FOR CONTRACTING

OFFICER'S APPROVAL.

2. CONTRACTOR TO CERTIFY LIGHTNING

PROTECTION MEETS UL 96 AND 96A AND

NFPA 780 REQUIREMENTS AT

COMPLETION OF WORK. CONTRACTOR

TO PROVIDE ANY UPGRADES TO

LIGHTNING PROTECTION SYSTEM

REQUIRED. SEE A5.4.

3. SALVAGE & REINSTALL EXISTING ROOF

TILE WHERE INDICATED. REPLACE IN-

KIND MISSING TILE & TILE LOST OR

DAMAGED DURING RESTORATION.

4. REPLICA ROOF TILE TO MATCH EXIST.

BASIS OF DESIGN LUDOWICI 13-1/4"

SPANISH BARREL TILE.

5. REFER TO A5.2 - A5.5 FOR ROOF REPAIR

DETAILS.

6. TILE LAYOUT

INTERSPERSE SALVAGED AND

REINSTALLED TILE WITH REPLACEMENT

TILE. "RED" TILE TO BE INSTALLED ON

THE MAIN RIDGE AND "ORANGE" TILE ON

DORMERS.

OF

DESIGNED:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

176547

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61STATUE OF LIBERTY NATIONAL MONUMENT

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UPPER ROOF PLANAP, GR

CR, JG

05/20/22

BBB

A1.2

6 0 6 12

SCALE OF FEET

6"x18"

DUTCHMAN

GENERAL NOTES

1. THE RESTORATION ELEVATIONS ARE

BASED ON A RECTIFIED LASER POINT

CLOUD SCAN. CONTRACTOR TO VERIFY

QUANTITIES, AS THE DRAWINGS INCLUDE

DISTORTIONS, NON-ORTHOGONAL

SURFACES, AND LIMITED AREAS NOT

VISIBLE.

2. REFER TO A4 DRAWINGS FOR WORK AT

WINDOWS AND DOORS.

REPOINT OPEN JOINTS AT

GRANITE & LIMESTONE

STAIR, 8 TREADS AND

PARAPET; ASSUME 100%;

SEE 5/A2.0

REPOINT OPEN JOINTS AT

LIMESTONE WATER

TABLE; ASSUME 100%;

REPOINT SKY-FACING

JOINTS PER 2/A5.1

REPOINT OPEN JOINTS AT

TERRACOTTA & LIMESTONE CORNICE

SEE 3/A2.0 FOR REFERENCE PHOTO;

ASSUME 100%; REPLACE BROKEN

TERRACOTTA UNITS WITH CUSTOM TO

MATCH EXISTING, ASSUME 15%

REQUIRE REPLACEMENT. SEE 3/A5.1

REPOINT OPEN JOINTS AT

LIMESTONE BASE; ASSUME

100%

REPOINT OPEN JOINTS AT

LIMESTONE

ENTABLATURE. ASSUME

100%. REPLACE ALL

SKYWARD JOINTS PER

1/A5.1

REPOINT OPEN

JOINTS AT TOWER

BRICK, THIS ELEV.

ASSUME 20%.

REPOINT OPEN JOINTS AT BRICK

AT SOUTHWEST FACADE,

MULTIPLE LOCATIONS; ASSUME

10% TOTAL

REPAIR LARGE INCIPIENT

SPALL AT LIMESTONE

WATER TABLE; PROVIDE

DUTCHMAN REPAIR TO

MATCH ORIGINAL STONE

REPOINT OPEN

JOINTS AT

LIMESTONE

ENTABLATURE;

ASSUME 100%

REPOINT OPEN JOINTS AT

LIMESTONE ENTABLATURE;

ASSUME 100%.

REPLACE ALL SKYWARD

SEALANT JOINTS PER 1/A5.1

STRIP PAINT &

REMOVE CORROSION

FROM WINDOW

GUARDS. REPLACE

ALL FAILED ANCHORS

WITH NEW STAINLESS

STEEL ANCHORS. RE-

PAINT WITH 3-COAT

HIGH PERFORMANCE

FINISH. TYP ALL 3RD

FLR WINDOW

GUARDS THIS ELEV.

SE

E

DW

G

A2 .1

SE

E

DW

G

A2 .1

STAIR N.I.C.

CF

A2.7

A1.0

REPOINT OPEN JOINTS

AT METAL GRATE

ANCHORS, ASSUME

RESETTING 8 BRICKS

PER GRATE. TYP ALL

3RD FLOOR WINDOWS

WITH METAL GUARDS

THIS ELEV. SEE 2/A2.0

REMOVE LOOSE PAINT &

CORROSION FROM CAST

IRON BALCONIES, REPLACE

MISSING ELEMENTS, TYP.

ALL BALCONIES.

LIMESTONE UPPER BASE

GRANITE LOWER BASE

REPLACE FAILED SEALANT AT JOINTS

BETWEEN LIMESTONE ENTABLATURE &

COPPER CLADDING, TYP ALL TOWER

ELEVATIONS, SEE 4/A2.0

LEGEND

REPAIR CRACK

1. FOR STONE CRACK REPAIR SEE

1/A5.0 & 2/A5.0

2. FOR BRICK CRACK REPAIR SEE

8/A5.0

3. AT CAST IRON CRACKS - REPAIR

CRACK WITH FILLER

4. FOR TERRA COTTA

REPLACEMENT SEE 3/A5.1

REPAIR FRACTURE

1. FOR STONE REPAIR SEE 3/A5.0

2. FOR TERRA COTTA

REPLACEMENT SEE 3/A5.1

3. AT CAST IRON CRACKS - REPAIR

CRACK WITH FILLER

REPAIR STAR CRACK, PROVIDE

DUTCHMAN REPAIR, SEE 6/A5.0

REMOVE & RESET DISPLACED

BRICK/STONE

REPOINT OPEN JOINT; SEE 7/A5.0

PATCH SMALL STONE SPALL; SEE

4/A5.0

PROVIDE DUTCHMAN REPAIR AT

LARGE STONE SPALL; SEE 6/A5.0

REPLACE SPALLED BRICK; SEE

9/A5.0

REMOVE FERROUS INSERTS;

REPAIR PER 5/A5.0; CLEAN

CORROSION STAINING

REMOVE EFFLORESCENCE

REMOVE GYPSUM CRUST, TYP ALL

EXPOSED SIDES OF STONE

REPLACE FAILED REPAIR; SEE 5/A5.1

FOR PATCH REPAIRS

REPLACE INCOMPATIBLE REPAIR;

SEE 5/A5.1 FOR PATCH REPAIRS

REPLACE FAILED SEALANT

BURSTING, PROVIDE DUTCHMAN

REPAIR; SEE 6/A5.0 TYP; AT

LIMESTONE SILLS, SEE 4/A5.1

IR

FR

CF

SS

SL

REPOINT OPEN JOINTS AT

METAL GUARD ANCHORS.

REPLACE ALL FAILED

ANCHORS WITH NEW SS

ANCHORS. ASSUME

RESETTING 8 BRICKS PER

GRATE

TERRA COTTA

LIMESTONE

COPPER CLADDING NIC

REPLACE FAILED

SEALANT AT JOINTS

BETWEEN

LIMESTONE

ENTABLATURE AND

COPPER CLADDING,

TYP ALL TOWER

ELEVATIONS

REPOINT OPEN

JOINTS AT

GRANITE STAIR

TREADS

REPOINT OPEN

LIMESTONE &

GRANITE JOINTS AT

STAIR PARAPET, TYP.

OF

DESIGNED:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

176547

312431

61STATUE OF LIBERTY NATIONAL MONUMENT

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FACADE RESTORATION SOUTH

ELEVATION WEST

AP

CR, JG

05/20/22

BBB

A2.0

8 0 8 16

SCALE OF FEET

A2.0

1 SOUTH ELEVATION WEST

NTSA2.0

2 TYP 3RD FLOOR METAL GRATE

3" = 1'-0"

3 3RD FLOOR TERRA COTTA & LIMESTONE CORNICE

NTSA2.0

4 TYP TOWER ENTABLATURE

3" = 1'-0"

5 SOUTH FACADE STAIR

REPOINT OPEN JOINTS

AT LIMESTONE &

GRANITE BASE; ASSUME

100%

REPOINT OPEN JOINTS

AT LIMESTONE WATER

TABLE, ASSUME 100%;

REPOINT SKY-FACING

JOINTS PER 2/A5.1

REPOINT OPEN

JOINTS AT

LIMESTONE

ENTABLATURE;

ASSUME 100%

REPOINT OPEN

JOINTS IN BRICK;

ASSUME 100%

REPOINT OPEN JOINTS AT

LIMESTONE ENTABLATURE,

ASSUME 100%; REPLACE ALL

SKYWARD FACING JOINTS PER

1/A5.1

REPOINT OPEN JOINTS AT

TOWER BRICK THIS ELEV.

ASUME 50%

REPOINT OPEN JOINTS AT LIMESTONE

ENTABLATURE, ASSUME 100%;

REPLACE ALL SKYWARD FACING

JOINTS PER 1/A5.1

INSTALL SEALANT AT JOINT BETWEEN

STONE AND BRICK MASONRY.

REPOINT OPEN JOINTS AT

METAL GRATE ANCHORS,

ASSUME RESETTING 8

BRICKS PER GRATE. TYP ALL

3RD FLOOR WINDOWS WITH

METAL GUARDS THIS ELEV.

STRIP PAINT &

REMOVE

CORROSION FROM

METAL WINDOW

GUARDS. RE-PAINT

WITH 3-COAT HIGH

PERFORMANCE

FINISH. TYP ALL 3RD

FLR WINDOW

GUARDS THIS

ELEVATION. SEE

2/A2.0

SE

E

DW

G

A2 .0

SE

E

DW

G

A2 .0

SEE W SERIES FOR

SKYLIGHT REPLACEMENT

REPLACE 10

SPALLED BRICK

A2.7

A1.0

REPLACE BROKEN TERRACOTTA

UNITS WITH CUSTOM TO MATCH

EXISTING, ASSUME 15% REQUIRE

REPLACEMENT. SEE 3/A5.1

REPLACE FAILED SEALANT AT

JOINTS BETWEEN LIMESTONE

ENTABLATURE & COPPER

CLADDING, TYP ALL TOWER

ELEVATIONS, SEE 4/A2.0

GENERAL NOTES

1. THE RESTORATION ELEVATIONS ARE

BASED ON A RECTIFIED LASER POINT

CLOUD SCAN. CONTRACTOR TO VERIFY

QUANTITIES, AS THE DRAWINGS INCLUDE

DISTORTIONS, NON-ORTHOGONAL

SURFACES, AND LIMITED AREAS NOT

VISIBLE.

2. REFER TO A4 DRAWINGS FOR WORK AT

WINDOWS AND DOORS.

LEGEND

REPAIR CRACK

1. FOR STONE CRACK REPAIR SEE

1/A5.0 & 2/A5.0

2. FOR BRICK CRACK REPAIR SEE

8/A5.0

3. AT CAST IRON CRACKS - REPAIR

CRACK WITH FILLER

4. FOR TERRA COTTA

REPLACEMENT SEE 3/A5.1

REPAIR FRACTURE

1. FOR STONE REPAIR SEE 3/A5.0

2. FOR TERRA COTTA

REPLACEMENT SEE 3/A5.1

3. AT CAST IRON CRACKS - REPAIR

CRACK WITH FILLER

REPAIR STAR CRACK, PROVIDE

DUTCHMAN REPAIR, SEE 6/A5.0

REMOVE & RESET DISPLACED

BRICK/STONE

REPOINT OPEN JOINT; SEE 7/A5.0

PATCH SMALL STONE SPALL; SEE

4/A5.0

PROVIDE DUTCHMAN REPAIR AT

LARGE STONE SPALL; SEE 6/A5.0

REPLACE SPALLED BRICK; SEE

9/A5.0

REMOVE FERROUS INSERTS;

REPAIR PER 5/A5.0; CLEAN

CORROSION STAINING

REMOVE EFFLORESCENCE

REMOVE GYPSUM CRUST, TYP ALL

EXPOSED SIDES OF STONE

REPLACE FAILED REPAIR; SEE 5/A5.1

FOR PATCH REPAIRS

REPLACE INCOMPATIBLE REPAIR;

SEE 5/A5.1 FOR PATCH REPAIRS

REPLACE FAILED SEALANT

BURSTING, PROVIDE DUTCHMAN

REPAIR; SEE 6/A5.0 TYP; AT

LIMESTONE SILLS, SEE 4/A5.1

IR

FR

CF

SS

SL

OF

DESIGNED:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

176547

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FACADE RESTORATION SOUTH

ELEVATION EAST

AP

CR, JG

05/20/22

BBB

A2.1

A2.1

1 SOUTH ELEVATION EAST

8 0 8 16

REPOINT OPEN

BRICK JOINTS;

ASSUME 100%

(TYP) AT

DELINEATED

AREAS

REPOINT ALL OPEN

JOINTS AT 2ND FLR

WINDOW SILLS (TYP.

THIS ELEV)

REPOINT OPEN JOINTS AT

LIMESTONE WATER TABLE;

ASSUME 100%; REPOINT SKY-

FACING JOINTS PER 2/A5.1

REPOINT OPEN JOINTS AT

TERRACOTTA CORNICE.

ASSUME 100%

REPLACE BROKEN

TERRACOTTA UNITS,

ASSUME 15% REQUIRE

REPLACEMENT

REPOINT OPEN BRICK

JOINTS AT DELINEATED

AREA; ASSUME 60%.

REPOINT OPEN

JOINTS AT BRICK AND

LIMESTONE PIER;

ASSUME 100%

REPOINT OPEN JOINTS AT

LIMESTONE ENTABLATURE;

ASSUME 100%. REPOINT

SKY-FACING JOINTS PER

1/A5.1.

REPOINT OPEN JOINTS AT

LIMESTONE

ENTABLATURE, ASSUME

100%; REPOINT SKY-

FACING JOINTS PER 1/A5.1

REPOINT OPEN JOINTS AT

TOWER BRICK, THIS ELEV.

ASSUME 50%.

REPOINT OPEN

JOINTS AT TOWER

BRICK, THIS ELEV.

ASSUME 60%

REPOINT OPEN JOINTS AT

BRICK AND LIMESTONE

PIER; ASSUME 100%

REPLACE CRACKED

TERRA COTTA ARCH

ELEMENTS (3)

REPLACE CRACKED

TERRA COTTA ARCH

ELEMENTS (4)

REPLACE 26

SPALLED BRICKS

REPOINT OPEN BRICK

JOINTS, ASSUME 100%

REPLACE 3 SPALLED

BRICKS

REPOINT OPEN BRICK

JOINTS, ASSUME 100% AT

DELINEATED AREA;

REPLACE 32 SPALLED

BRICKS

FR(x1)

FR

FR

REPLACE 2 SPALLED

BRICKS

SS(x2)

CF(x2)

REMOVE &

RESET 1

STONE UNIT

REMOVE & RESET 1

LIMESTONE UNIT

REPOINT OPEN BRICK

JOINTS; ASSUME 100% AT

DELINEATED AREAS

REPOINT OPEN BRICK

JOINTS; ASSUME 100% IN

DELINEATED AREA

REPOINT OPEN

BRICK JOINTS;

ASSUME 100%

AT DELINEATED

AREAS

REPLACE

FRACTURED BRICK

IN DELINEATED

AREA; ASSUME 5%

REPOINT OPEN JOINTS AT

LIMESTONE COPING; ASSUME

100%. REPOINT SKY-FACING

JOINTS PER 1/A5.1

PROVIDE EXPANSION

JOINT SIM TO 10/A5.0

REPOINT OPEN BRICK

JOINTS IN DELINEATED

AREAS (TYP); ASSUME 100%

SS

STRIP PAINT & REMOVE CORROSION

FROM METAL GRATES. RE-PAINT WITH

3-COAT HIGH PERFORMANCE FINISH.

SS

SS

CF

CF(x2) CF SS

CONTRACTOR TO PERFORM GPR SCAN OF ENTIRE

LIMESTONE & SHEET METAL CORNICE OF

RAIROAD TICKET OFFICE TO CONFIRM METAL PINS

PRESENT AT ALL CRACK LOCATIONS

CAST IRON PILASTERS &

MULLIONS, SEE A4.4.

GR

AN

IT

E

BA

SE

STONE CORNICE IS PARTIALLY BEHIND

COPPER CORNICE FASCIA. REPOINTING

AND REPAIRS OF STONE MAY REQUIRE

TEMPORARY REMOVAL & REINSTALLATION

OF CORNICE FASCIA.

REPLACE SEALANT

AT PILASTER

BASES, TYP

REPAIR BROKEN

RAILING

CF

GENERAL NOTES

1. THE RESTORATION ELEVATIONS ARE

BASED ON A RECTIFIED LASER POINT

CLOUD SCAN. CONTRACTOR TO VERIFY

QUANTITIES, AS THE DRAWINGS INCLUDE

DISTORTIONS, NON-ORTHOGONAL

SURFACES, AND LIMITED AREAS NOT

VISIBLE.

2. REFER TO A4 DRAWINGS FOR WORK AT

WINDOWS AND DOORS.

LEGEND

REPAIR CRACK

1. FOR STONE CRACK REPAIR SEE

1/A5.0 & 2/A5.0

2. FOR BRICK CRACK REPAIR SEE

8/A5.0

3. AT CAST IRON CRACKS - REPAIR

CRACK WITH FILLER

4. FOR TERRA COTTA

REPLACEMENT SEE 3/A5.1

REPAIR FRACTURE

1. FOR STONE REPAIR SEE 3/A5.0

2. FOR TERRA COTTA

REPLACEMENT SEE 3/A5.1

3. AT CAST IRON CRACKS - REPAIR

CRACK WITH FILLER

REPAIR STAR CRACK, PROVIDE

DUTCHMAN REPAIR, SEE 6/A5.0

REMOVE & RESET DISPLACED

BRICK/STONE

REPOINT OPEN JOINT; SEE 7/A5.0

PATCH SMALL STONE SPALL; SEE

4/A5.0

PROVIDE DUTCHMAN REPAIR AT

LARGE STONE SPALL; SEE 6/A5.0

REPLACE SPALLED BRICK; SEE

9/A5.0

REMOVE FERROUS INSERTS;

REPAIR PER 5/A5.0; CLEAN

CORROSION STAINING

REMOVE EFFLORESCENCE

REMOVE GYPSUM CRUST, TYP ALL

EXPOSED SIDES OF STONE

REPLACE FAILED REPAIR; SEE 5/A5.1

FOR PATCH REPAIRS

REPLACE INCOMPATIBLE REPAIR;

SEE 5/A5.1 FOR PATCH REPAIRS

REPLACE FAILED SEALANT

BURSTING, PROVIDE DUTCHMAN

REPAIR; SEE 6/A5.0 TYP; AT

LIMESTONE SILLS, SEE 4/A5.1

IR

FR

CF

SS

SL

OF

DESIGNED:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

176547

312431

61STATUE OF LIBERTY NATIONAL MONUMENT

REHABILITATE EXTERIOR SYSTEMS OF MAIN

IMMIGRATION BUILDING

5/1 9/2

2 9

:36 :36

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FACADE RESTORATION EAST

ELEVATION

AP

CR, JG

05/20/22

BBB

A2.2

A2.2

1 EAST ELEVATION

A2.2

2 TICKET OFFICE EAST ELEV

JOINTS AT

LIMESTONE

WATERTABLE,

ASSUME 100%.

REPOINT SKY-

FACING JOINTS

PER 2/A5.1

REPOINT ALL OPEN

SKYWARD FACING

JOINTS AT ENTABLATURE

PER 1/A5.1

REPOINT OPEN JOINTS

BENEATH CORNICE;

ASSUME 100%

REPOINT 1'-0" BAND OF

OPEN BRICK JOINTS

BELOW LIMESTONE

COPING

REPOINT OPEN

JOINTS AT

LIMESTONE

ENTABLATURE;

ASSUME 100%

REPOINT OPEN JOINTS AT

LIMESTONE ENTABLATURE,

ASSUME 100%; REPLACE

OPEN SKY-FACING JOINTS

PER 1/A5.1

REPOINT OPEN

BRICK JOINTS,

ASSUME 100% AT

DELINEATED AREA

REPOINT OPEN JOINTS AT

LIMESTONE & GRANITE

BASE, ASSUME 100%.

REPOINT OPEN JOINTS

AT LIMESTONE

VOUSSOIRES (TYP),

ASSUME 50%

REPOINT OPEN BRICK JOINTS;

ASSUME 40% AT DELINEATED

AREA

REPOINT OPEN

BRICK JOINTS;

ASSUME 25% AT

DELINEATED AREA

REPOINT OPEN JOINTS

AT TERRACOTTA

CORNICE; ASSUME

100%.

REPLACE BROKEN

TERRACOTTA UNITS,

ASSUME 15% REQUIRE

REPLACEMENT. SEE

A/A5.1 FOR

REPLACEMENT DETAIL

REPOINT OPEN

BRICK JOINTS IN

DELINEATED

AREAS, ASSUME

100%

REPOINT OPEN

JOINTS AT LIMESTONE

ENTABLATURE,

ASSUME 100%;

REPLACE OPEN

SKYWARD-FACING

JOINTS PER 1/A5.1

STRIP PAINT & REMOVE CORROSION

FROM METAL WINDOW GUARDS. RE-

PAINT WITH 3-COAT HIGH

PERFORMANCE FINISH. TYP ALL 3RD

FLR WINDOW GUARDS THIS

ELEVATION. SEE 2/A2.0

SE

E

DW

G

A2 .4

SE

E

DW

G

A2 .4

REPOINT OPEN JOINTS

AT LIMESTONE

SURROUND; ASSUME

100%

REPLACE 10

SPALLED BRICK

REPLACE 18' X 3'

AREA OF SPALLED

BRICK

REPLACE 1'-6" X 3'

AREA OF SPALLED

BRICK

REPOINT OPEN JOINTS AT

METAL GRATE ANCHORS,

ASSUME RESETTING 8

BRICKS PER GRATE. TYP ALL

3RD FLOOR WINDOWS WITH

METAL GUARDS THIS ELEV.

A2.6

A1.0

REMOVE LOOSE PAINT &

CORROSION FROM CAST

IRON BALCONIES, REPLACE

MISSING ELEMENTS, TYP ALL

BALCONIES.

REPLACE CRACKED

TERRA COTTA TILE

ARCH ELEMENTS (3)

CONTRACTOR TO PERFORM GPR

SCAN OF ENTIRE LIMESTONE

CORNICE OF RAILROAD TICKET

OFFICE TO CONFIRM METAL PINS

PRESENT AT ALL CRACK LOCATIONS

REPLACE FAILED SEALANT AT

JOINTS BETWEEN LIMESTONE

ENTABLATURE & COPPER

CLADDING, TYP ALL TOWER

ELEVATIONS, SEE 4/A2.0

STONE CORNICE IS PARTIALLY BEHIND COPPER

GUTTER. REPOINTING AND REPAIRS OF STONE

MAY REQUIRE TEMPORARY REMOVAL &

REINSTALLATION OF GUTTER

REPOINT OPEN BRICK JOINTS IN

DELINEATED AREA, ASSUME 100%

GENERAL NOTES

1. THE RESTORATION ELEVATIONS ARE

BASED ON A RECTIFIED LASER POINT

CLOUD SCAN. CONTRACTOR TO VERIFY

QUANTITIES, AS THE DRAWINGS INCLUDE

DISTORTIONS, NON-ORTHOGONAL

SURFACES, AND LIMITED AREAS NOT

VISIBLE.

2. REFER TO A4 DRAWINGS FOR WORK AT

WINDOWS AND DOORS.

LEGEND

REPAIR CRACK

1. FOR STONE CRACK REPAIR SEE

1/A5.0 & 2/A5.0

2. FOR BRICK CRACK REPAIR SEE

8/A5.0

3. AT CAST IRON CRACKS - REPAIR

CRACK WITH FILLER

4. FOR TERRA COTTA

REPLACEMENT SEE 3/A5.1

REPAIR FRACTURE

1. FOR STONE REPAIR SEE 3/A5.0

2. FOR TERRA COTTA

REPLACEMENT SEE 3/A5.1

3. AT CAST IRON CRACKS - REPAIR

CRACK WITH FILLER

REPAIR STAR CRACK, PROVIDE

DUTCHMAN REPAIR, SEE 6/A5.0

REMOVE & RESET DISPLACED

BRICK/STONE

REPOINT OPEN JOINT; SEE 7/A5.0

PATCH SMALL STONE SPALL; SEE

4/A5.0

PROVIDE DUTCHMAN REPAIR AT

LARGE STONE SPALL; SEE 6/A5.0

REPLACE SPALLED BRICK; SEE

9/A5.0

REMOVE FERROUS INSERTS;

REPAIR PER 5/A5.0; CLEAN

CORROSION STAINING

REMOVE EFFLORESCENCE

REMOVE GYPSUM CRUST, TYP ALL

EXPOSED SIDES OF STONE

REPLACE FAILED REPAIR; SEE 5/A5.1

FOR PATCH REPAIRS

REPLACE INCOMPATIBLE REPAIR;

SEE 5/A5.1 FOR PATCH REPAIRS

REPLACE FAILED SEALANT

BURSTING, PROVIDE DUTCHMAN

REPAIR; SEE 6/A5.0 TYP; AT

LIMESTONE SILLS, SEE 4/A5.1

IR

FR

CF

SS

SL

OF

DESIGNED:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

176547

312431

61STATUE OF LIBERTY NATIONAL MONUMENT

REHABILITATE EXTERIOR SYSTEMS OF MAIN

IMMIGRATION BUILDING

5/1 9/2

2 9

:36 :36

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FACADE RESTORATION NORTH

ELEVATION EAST

AP

CR, JG

05/20/22

BBB

A2.3

8 0 8 16

SCALE OF FEET

A2.3

1 NORTH ELEVATION EAST

JOINTS AT

LIMESTONE

WATER TABLE,

ASSUME 100%;

REPLACE SKY-

FACING JOINTS

PER 2/A5.1

REPOINT OPEN JOINTS AT

TERRACOTTA CORNICE;

ASSUME 100%. REPLACE

BROKEN TERRACOTTA UNITS,

ASSUME 15% REQUIRE

REPLACEMENT

REPOINT OPEN JOINTS AT

LIMESTONE & GRANITE

BASE; ASSUME 100%

REPOINT OPEN JOINTS AT

LIMESTONE CORNICE,

ASSUME 100%

REPOINT OPEN JOINTS

AT LIMESTONE

ENTABLATURE, ASSUME

100%; REPLACE OPEN

SKYWARD FACING

JOINTS PER 1/A5.1

REPOINT OPEN SKY-FACING

JOINTS AT LIMESTONE

ENTABLATURE ARCH PER 1/A5.1;

ASSUME 100%

REPOINT ALL OPEN SKY-

FACING JOINTS AT

LIMESTONE & GRANITE BASE

REPOINT 1'-0"

BAND OF OPEN

BRICK JOINTS

BELOW

LIMESTONE

COPING

REPOINT ALL

OPEN JOINTS

UNDER

CORNICE

REPOINT OPEN

BRICK JOINTS IN

DELINEATED

AREA; ASSUME

100%

REPOINT OPEN

JOINTS AT

LIMESTONE

ENTABLATURE;

ASSUME 100%

REPOINT OPEN

JOINTS AT

LIMESTONE

VOUSSOIRES

(TYP); ASSUME

50%

STRIP PAINT & REMOVE

CORROSION FROM METAL

WINDOW GUARDS. RE-PAINT

WITH 3-COAT HIGH

PERFORMANCE FINISH. TYP ALL

3RD FLR WINDOW GUARDS THIS

ELEVATION. SEE 2/A2.0

SEE 3/A2.4 FOR RAILROAD TICKET

OFFICE VESTIBULE ELEVATION

SE

E

DW

G

A2 .3

SE

E

DW

G

A2 .3

IR(x4)

REPLACE 5

SPALLED BRICK

REPOINT OPEN

BRICK JOINTS

AT DELINEATED

AREA; ASSUME

40%

REPOINT OPEN JOINTS AT

METAL GRATE ANCHORS,

ASSUME RESETTING 8

BRICKS PER GRATE. TYP ALL

3RD FLOOR WINDOWS WITH

METAL GUARDS THIS ELEV.

A2.6

A1.0

CONTRACTOR TO

PERFORM GPR SCAN OF

ENTIRE LIMSETONE

CORNICE OF RAILROAD

TICKET OFFICE TO

CONFIRM METAL PINS

PRESENT AT ALL CRACK

LOCATIONS

REPAIR LARGE CONCRETE

SPALL AT WINDOW HEADER

REPOINT OPEN

BRICK JOINTS IN

DELINEATED

AREA, ASSUME

100%

REPAIR CRACK AT

GRANITE LANDING

REPLACE FAILED

SEALANT AT JOINTS

BETWEEN LIMESTONE

ENTABLATURE &

COPPER CLADDING, TYP

ALL TOWER

ELEVATIONS, SEE 4/A2.0

IR

REPOINT OPEN

JOINTS AT

LIMESTONE

CORNICE & COPING,

ASSUME 100%

SS

SS

CF

GENERAL NOTES

1. THE RESTORATION ELEVATIONS ARE

BASED ON A RECTIFIED LASER POINT

CLOUD SCAN. CONTRACTOR TO VERIFY

QUANTITIES, AS THE DRAWINGS INCLUDE

DISTORTIONS, NON-ORTHOGONAL

SURFACES, AND LIMITED AREAS NOT

VISIBLE.

2. REFER TO A4 DRAWINGS FOR WORK AT

WINDOWS AND DOORS.

REPOINT OPEN JOINTS

AT LIMESTONE

CORNICE & COPING,

ASSUME 100%

LEGEND

REPAIR CRACK

1. FOR STONE CRACK REPAIR SEE

1/A5.0 & 2/A5.0

2. FOR BRICK CRACK REPAIR SEE

8/A5.0

3. AT CAST IRON CRACKS - REPAIR

CRACK WITH FILLER

4. FOR TERRA COTTA

REPLACEMENT SEE 3/A5.1

REPAIR FRACTURE

1. FOR STONE REPAIR SEE 3/A5.0

2. FOR TERRA COTTA

REPLACEMENT SEE 3/A5.1

3. AT CAST IRON CRACKS - REPAIR

CRACK WITH FILLER

REPAIR STAR CRACK, PROVIDE

DUTCHMAN REPAIR, SEE 6/A5.0

REMOVE & RESET DISPLACED

BRICK/STONE

REPOINT OPEN JOINT; SEE 7/A5.0

PATCH SMALL STONE SPALL; SEE

4/A5.0

PROVIDE DUTCHMAN REPAIR AT

LARGE STONE SPALL; SEE 6/A5.0

REPLACE SPALLED BRICK; SEE

9/A5.0

REMOVE FERROUS INSERTS;

REPAIR PER 5/A5.0; CLEAN

CORROSION STAINING

REMOVE EFFLORESCENCE

REMOVE GYPSUM CRUST, TYP ALL

EXPOSED SIDES OF STONE

REPLACE FAILED REPAIR; SEE 5/A5.1

FOR PATCH REPAIRS

REPLACE INCOMPATIBLE REPAIR;

SEE 5/A5.1 FOR PATCH REPAIRS

REPLACE FAILED SEALANT

BURSTING, PROVIDE DUTCHMAN

REPAIR; SEE 6/A5.0 TYP; AT

LIMESTONE SILLS, SEE 4/A5.1

IR

FR

CF

SS

SL

OF

DESIGNED:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

176547

312431

61STATUE OF LIBERTY NATIONAL MONUMENT

REHABILITATE EXTERIOR SYSTEMS OF MAIN

IMMIGRATION BUILDING

5/1 9/2

2 9

:36 :39

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FACADE RESTORATION NORTH

ELEVATION WEST

AP

CR, JG

05/20/22

BBB

A2.4

8 0 8 16

SCALE OF FEET

A2.4

1 NORTH ELEV WEST

A2.4

3 RR TICKET OFFICE VESTIBULE NORTH ELEVATION

A2.4

2 RR TICKET OFFICE SOUTH ELEVATION

A2.4

4 NORTH VESTIBULE WEST ELEVATION

REPOINT 100% LIMESTONE BASE

REPOINT OPEN JOINTS AT

LIMESTONE WATER TABLE,

ASSUME 100%; REPLACE

SKYWARD FACING JOINTS

PER 2/A5.1

REPOINT OPEN JOINTS

AT TERRACOTA

CORNICE, ASSUME

100%. REPLACE

BROKEN TERRACOTTA

UNITS, ASSUME 15%

REQUIRE

REPLACEMENT

REPLACE 20

SPALLED BRICKS

TOTAL AT

VARIOUS

LOCATIONS THIS

ELEVATION

REPLACE 15 SPALLED BRICKS

REPOINT OPEN JOINTS AT

LIMESTONE

ENTABLATURE, ASSUME

100%; REPLACE OPEN

SKYWARD FACING JOINTS

PER 1/A5.1

REPOINT OPEN JOINTS

AT TOWER BRICK, THIS

ELEV; ASSUME 25%

REPOINT OPEN JOINTS

AT TOWER BRICK, THIS

ELEV; ASSUME 20%

REPOINT OPEN JOINTS AT

LIMESTONE

ENTABLATURE, ASSUME

100%; REPLACE OPEN

SKYWARD FACING JOINTS

PER 1/A5.1

REPOINT OPEN

LIMESTONE

SKYWARD-FACING

JOINTS PER 1/A5.1,

ASSUME 100%

REPLACE FAILED

PATCH REPAIR AT

SKYWARD STONE

FACE

REPOINT OPEN BRICK JOINTS

IN DELINEATED AREA,

ASSUME 100%

REPLACE 20 SPALLED BRICK

REPOINT OPEN BRICK

JOINTS IN DELINEATED

AREA, ASSUME 100%

REPLACE

100%

SEALANT

JOINTS

AT (6) ANCHOR BOLTS,

REMOVE AND REPLACE BOLT

WITH STAINLESS STEEL

REPLICA. SET IN ANCHOR

SETTING MORTAR. REMOVE

CRACKED STONE AND

PROVIDE DUTCHMAN.

REMOVE PAINT AND

CORROSION FROM

METAL GUARDS. PAINT

WITH 3-COAT HIGH

PERFORMANCE FINISH.

REPLACE 10

SPALLED BRICK

CF

REPLACE 10

SPALLED BRICKS

IR(x3)

REPOINT OPEN BOTTOM

JOINTS AROUND KEYSTONE

8" HIGH GRANITE BASE

BELOW LIMESTONE

REMOVE VEGETATION

AT JOINT BETWEEN

WALL AND LANDING

REPAIR SPALLED

CONCRETE AT RAILING

POSTS; SEE 3/A2.5

A4.6

A2.5

REPOINT OPEN BRICK JOINTS IN DELINEATED AREA, ASSUME 100%

CONTRACTOR TO PERFORM

GPR SCAN OF ENTIRE

LIMESTONE CORNICE OF

RAILROAD TICKET OFFICE TO

CONFIRM METAL PINS

PRESENT AT ALL CRACK

LOCATIONS

COPPER GUTTER

PARTIALLY COVERING

LIMESTONE CORNICE

GENERAL NOTES

1. THE RESTORATION ELEVATIONS ARE

BASED ON A RECTIFIED LASER POINT

CLOUD SCAN. CONTRACTOR TO VERIFY

QUANTITIES, AS THE DRAWINGS INCLUDE

DISTORTIONS, NON-ORTHOGONAL

SURFACES, AND LIMITED AREAS NOT

VISIBLE.

2. REFER TO A4 DRAWINGS FOR WORK AT

WINDOWS AND DOORS.

LEGEND

REPAIR CRACK

1. FOR STONE CRACK REPAIR SEE

1/A5.0 & 2/A5.0

2. FOR BRICK CRACK REPAIR SEE

8/A5.0

3. AT CAST IRON CRACKS - REPAIR

CRACK WITH FILLER

4. FOR TERRA COTTA

REPLACEMENT SEE 3/A5.1

REPAIR FRACTURE

1. FOR STONE REPAIR SEE 3/A5.0

2. FOR TERRA COTTA

REPLACEMENT SEE 3/A5.1

3. AT CAST IRON CRACKS - REPAIR

CRACK WITH FILLER

REPAIR STAR CRACK, PROVIDE

DUTCHMAN REPAIR, SEE 6/A5.0

REMOVE & RESET DISPLACED

BRICK/STONE

REPOINT OPEN JOINT; SEE 7/A5.0

PATCH SMALL STONE SPALL; SEE

4/A5.0

PROVIDE DUTCHMAN REPAIR AT

LARGE STONE SPALL; SEE 6/A5.0

REPLACE SPALLED BRICK; SEE

9/A5.0

REMOVE FERROUS INSERTS;

REPAIR PER 5/A5.0; CLEAN

CORROSION STAINING

REMOVE EFFLORESCENCE

REMOVE GYPSUM CRUST, TYP ALL

EXPOSED SIDES OF STONE

REPLACE FAILED REPAIR; SEE 5/A5.1

FOR PATCH REPAIRS

REPLACE INCOMPATIBLE REPAIR;

SEE 5/A5.1 FOR PATCH REPAIRS

REPLACE FAILED SEALANT

BURSTING, PROVIDE DUTCHMAN

REPAIR; SEE 6/A5.0 TYP; AT

LIMESTONE SILLS, SEE 4/A5.1

IR

FR

CF

SS

SL

OF

DESIGNED:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

176547

312431

61STATUE OF LIBERTY NATIONAL MONUMENT

REHABILITATE EXTERIOR SYSTEMS OF MAIN

IMMIGRATION BUILDING

5/1 9/2

2 9

:36 :41

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FACADE RESTORATION WEST

ELEVATION

AP

CR, JG

05/20/22

BBB

A2.5

A2.5

1 WEST ELEVATION

8 0 8 16

SCALE OF FEET

A2.5 2 Railroad Office West ElevationNTSA2.5

3 SPALLING CONCRETE AT WEST ELEVATION

JOINTS AT TOWER

BRICK, THIS ELEV;

ASSUME 100%

REMOVE (4) RUSTED

ANCHORS, REMOVE

DAMAGED STONE.

INSTALL NEW

DUTCHMAN AND

REANCHOR GRATE

WITH (4) STAINLESS

STEEL ANCHORS TO

MATCH SIZE OF

EXISTING.

REPLACE 2

SPALLED BRICKS

& REPOINT

REPOINT OPEN JOINTS

AT LIMESTONE

ENTABLATURE,

ASSUME 100%;

REPOINT OPEN

SKYWARD FACING

JOINTS PER 1/A5.1

REPOINT OPEN

JOINTS AT TOWER

BRICK, THIS ELEV;

ASSUME 50%

REPOINT OPEN JOINST

AT LIMESTONE

ENTABLATURE, ASSUME

100%; REPOINT OPEN

SKYWARD FACING

JOINTS PER 1/A5.1

REPOINT OPEN

BRICK JOINTS,

ASSUME 100%

REPOINT OPEN

BRICK JOINTS,

ASSUME 100%

REMOVE PAINT AND CORROSION

FROM METAL GUARDS. PAINT WITH 3-

COAT HIGH PERFORMANCE FINISH.

TYP ALL GUARDS THIS ELEVATION

BID OPTION 7:

REMOVE EFFLORESCENCE

FROM INTERIOR TOWER

BRICK, TYP (SEE ABOVE

PHOTO). ASSUME 600 SF

PER TOWER

BID OPTION 7:

REMOVE EFFLORESCENCE

FROM INTERIOR TOWER

BRICK. ASSUME 600 SF

SS

INSTALL BIRD NETTING SYSTEM AT ALL TOWER OPENINGS. ANCHOR

WITH STAINLESS STEEL TO INTERIOR FACE OF TOWER (TYP, ALL

TOWERS). SET ANCHORS IN MORTAR JOINTS, DO NOT ANCHOR IN

BRICK OR STONE

REPLACE FAILED

SEALANT AT JOINTS

BETWEEN LIMESTONE

ENTABLATURE &

COPPER CLADDING,

TYP ALL TOWER

ELEVATIONS, SEE

4/A2.0

REPLACE FAILED

SEALANT AT JOINTS

BETWEEN LIMESTONE

ENTABLATURE &

COPPER CLADDING,

TYP ALL TOWER

ELEVATIONS, SEE

4/A2.0

SCAFFOLDING &

SUPPORTS NOT

PERMITTED TO BEAR ON

SKYWARD FACING

TOWER ELEMENTS,

INCLUDING GUTTER &

CORNICES, TYP.

REMOVE CORROSION FROM EXPOSED

TRUSSES AT UNDERSIDE OF ROOF. PAINT

WITH 3-COAT HIGH PERFORMANCE FINISH.

REPOINT OPEN JOINTS

AT LIMESTONE

CORNICE, ASSUME

100%

REPLACE FAILED SEALANT

AT FLASHING, ASSUME

100%

REPOINT OPEN JOINTS AT

LIMESTONE CORNICE,

ASSUME 100%

SEE STRUCT. DWGS FOR REQUIRED BRICK

REMOVALS & STEEL REPAIR. INSTALL NEW

BACKUP BRICK PER STRUCT. DWGS. INSTALL

NEW FACEBRICK TO MATCH EXISTING

ADJACENT BRICK. APPLY WATERPROOFING

TO ALL STEEL EXPOSED BY STRUCTURAL

REPAIRS.

SEE STRUCT DWGS FOR REQUIRED BRICK REMOVALS &

STEEL REPAIR. INSTALL NEW BACKUP BRICK PER STRUCT.

DWGS. INSTALL NEW FACE BRICK TO MATCH EXISTING

ADJACENT BRICK. APPLY SHEET MEMBRANE

WATERPROOFING TO ALL STEEL EXPOSED BY

STRUCTURAL REPAIRS.

SALVAGE & REMOVE UPPER

PORTION OF PRIMARY & SECONDARY

KEYSTONES. SEE 6/A5.1 FOR

REINSTALLATION & REPAIR.

CF

REPLACE

SEALANT AT EXG

EXPANSION

JOINTS PER

10/A5.0

REPLACE SEALANT

AT EXG EXPANSION

JOINT PER 10/A5.0

REPLACE

SEALANT AT EXG

EXPANSION

JOINTS PER

10/A5.0

A5.1A2.6

CLEAN EXISTING LEADERS &

PROTECT DOWNSPOUTS,

TYP. REFER TO A5.2 FOR

MORE INFORMATION

GENERAL NOTES

1. THE RESTORATION ELEVATIONS ARE

BASED ON A RECTIFIED LASER POINT

CLOUD SCAN. CONTRACTOR TO VERIFY

QUANTITIES, AS THE DRAWINGS INCLUDE

DISTORTIONS, NON-ORTHOGONAL

SURFACES, AND LIMITED AREAS NOT

VISIBLE.

2. REFER TO A4 DRAWINGS FOR WORK AT

WINDOWS AND DOORS.

LEGEND

REPAIR CRACK

1. FOR STONE CRACK REPAIR SEE

1/A5.0 & 2/A5.0

2. FOR BRICK CRACK REPAIR SEE

8/A5.0

3. AT CAST IRON CRACKS - REPAIR

CRACK WITH FILLER

4. FOR TERRA COTTA

REPLACEMENT SEE 3/A5.1

REPAIR FRACTURE

1. FOR STONE REPAIR SEE 3/A5.0

2. FOR TERRA COTTA

REPLACEMENT SEE 3/A5.1

3. AT CAST IRON CRACKS - REPAIR

CRACK WITH FILLER

REPAIR STAR CRACK, PROVIDE

DUTCHMAN REPAIR, SEE 6/A5.0

REMOVE & RESET DISPLACED

BRICK/STONE

REPOINT OPEN JOINT; SEE 7/A5.0

PATCH SMALL STONE SPALL; SEE

4/A5.0

PROVIDE DUTCHMAN REPAIR AT

LARGE STONE SPALL; SEE 6/A5.0

REPLACE SPALLED BRICK; SEE

9/A5.0

REMOVE FERROUS INSERTS;

REPAIR PER 5/A5.0; CLEAN

CORROSION STAINING

REMOVE EFFLORESCENCE

REMOVE GYPSUM CRUST, TYP ALL

EXPOSED SIDES OF STONE

REPLACE FAILED REPAIR; SEE 5/A5.1

FOR PATCH REPAIRS

REPLACE INCOMPATIBLE REPAIR;

SEE 5/A5.1 FOR PATCH REPAIRS

REPLACE FAILED SEALANT

BURSTING, PROVIDE DUTCHMAN

REPAIR; SEE 6/A5.0 TYP; AT

LIMESTONE SILLS, SEE 4/A5.1

IR

FR

CF

SS

SL

OF

DESIGNED:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

176547

312431

61STATUE OF LIBERTY NATIONAL MONUMENT

RE…