ADDENDUM 260316 EFP-HPF 73109 CD's.pdf

W

ES

T

DR

R7A

PROSPECT PARK TENNIS HOUSE

RECONSTRUCTION

arks

NOT TO SCALE

LOCATION PLAN

CAPITAL PROJECTS

OLMSTED CENTER

FLUSHING MEADOWS CORONA PARK

FLUSHING, NEW YORK, NY 11368

NOT TO SCALE

AERIAL PHOTO/ EX. SITE/ STRUCTURE

PROJECT LOCATION

52 WEST DRIVE, BROOKLYN NY, 11215

BOROUGH OF BROOKLYN

CONSULTANTS:

PROSPECT PARK ALLIANCE

CONTROL POINT ASSOCIATES INC. PC

ABS ENGINEERING, PLLC

B0

-3

M

CONTRACT #: B073-319M

CITY OF NEW YORK PARKS & RECREATION

COMMISSIONER

SUE DONOGHUE

DEPUTY COMMISSIONER, CAPITAL PROJECTS

THÉRÈSE BRADDICK

ARCHITECTURE AND ENGINEERING

ASSISTANT COMMISSIONER

VESNA HADZIBABIC, PE, SECB, LEED AP BD+C

CHIEF OF ARCHITECTURE AND ENGINEERING PROGRAM MANAGEMENT

TERENCE MCCORMICK, PE

ARCHITECTURE TEAM LEADER

JORGE PRADO, RA

LANDSCAPE ARCHITECTURE

ASSISTANT COMMISSIONER

VINCENT CIRRITO, RLA

CHIEF OF LANDSCAPE ARCHITECTURE

NANCY PRINCE, RLA, ASLA

CHIEF OF LANDSCAPE PROGRAM MANAGEMENT

MEREDITH GRIFFIN

TEAM LEADER, BRONX

ANDREW PENZI, RLA

TEAM LEADER, BROOKLYN

CHRISTOPHER SYRETT, RLA

TEAM LEADER, MANHATTAN

DESMOND SPILLANE, RLA

TEAM LEADER, QUEENS

ERIC MATTES, RLA

TEAM LEADER, STATEN ISLAND

ADRIAN SMITH, RLA

CONSTRUCTION

CHIEF OF CONSTRUCTION

PHILIP GRANITTO

NORTH NORTH

PROJECT LOCATION

ERIC BOORSTYN, AIA, LEED AP

IRIS RODRIGUEZ-ROSA

arobertson Rectangle arobertson Text Box

PROSPECT PARK TENNIS HOUSE PRESERVATION

arobertson Rectangle arobertson Snapshot

PROJECT CODE SUMMARY

1. THE GENERAL CONTRACTOR MUST CONDUCT A

PRE-DEMOLITION MEETING AND SITE WALK THROUGH WITH

THE ARCHITECT AND OWNER PRIOR TO COMMENCEMENT OF

ANY DEMOLITION OR REMOVAL OF MATERIALS UNLESS

OTHERWISE NOTIFIED. ITEMS TO BE REMOVED AND

SALVAGED OR DISCARDED SHALL BE IDENTIFIED.

2. ALL SALVAGED MATERIALS, WHETHER RETAINED FOR

REINSTALLATION OR REFERENCED DURING FABRICATION OF

REPLACEMENTS, SHALL BE STORED AT A SECURE, DRY, AND

WEATHER-PROTECTED FACILITY.

3. REFER TO THE CONTRACT SPECIFICATIONS FOR ADDITIONAL

DEMOLITION AND WASTE REQUIREMENTS.

4. THE CONTRACTOR SHALL DEMOLISH AND REMOVE FROM

PROJECT WORK AREA ALL ITEMS DESIGNATED IN THE

CONTRACT DOCUMENTS AND AS DIRECTED BY THE

RESIDENT ENGINEER.

5. DISPOSE OF DEMOLITION MATERIAL IN A MANNER APPROVED

BY NYC CODES AND PARKS MANAGEMENT IMMEDIATELY

FOLLOWING DEMOLITION UNLESS OTHERWISE INSTRUCTED

BY ARCHITECT.

6. ALL MATERIALS NOTED FOR DEMOLITION BECOME PROPERTY

OF THE CONTRACTOR UNLESS SPECIFICALLY NOTED

OTHERWISE. WHERE SUITABLE, REUSE MATERIALS WITH

ARCHITECT'S PERMISSION.

7. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR

PROTECTION OF ADJACENT PROPERTY AND ANY ITEMS THAT

MAY BE ADVERSELY EFFECTED BY THE DEMOLITION

EQUIPMENT, DEBRIS, AND DUST.

8. ALL AREAS INDICATED FOR REMOVALS WITH ADJACENT

SURFACES TO REMAIN SHALL BE "NEAT CUT".

1. THE CONTRACTOR SHALL INSPECT EXISTING CONDITIONS AT

JOB SITE BEFORE SUBMITTING BID. THE CONTRACTOR WILL BE

RESPONSIBLE FOR ALL CONDITIONS ON SITE WHETHER

INDICATED ON DRAWINGS OR NOT.

2. THE CONTRACTOR'S WORK SHALL COMPLY WITH ALL

APPLICABLE SECTIONS OF THE CURRENT NEW YORK CITY

BUILDING CODES AND ALL OTHER APPLICABLE CODES,

ORDINANCES, AND LOCAL LAWS.

3. THE CONTRACTOR SHALL SUPPLY ALL LABOR, TOOLS,

MATERIALS AND EQUIPMENT NECESSARY TO COMPLETE THE

WORK AS CALLED FOR ON THE DRAWINGS AND

SPECIFICATIONS.

4. ALL MATERIALS AND EQUIPMENT NOTED ON DRAWINGS ARE

NEW UNLESS INDICATED AS EXISTING.

5. OMISSIONS FROM THE DRAWINGS OR SPECIFICATIONS OR THE

MISDESCRIPTION OF DETAILS OF WORK WHICH ARE

MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE

DRAWINGS AND SPECIFICATIONS, OR WHICH ARE

CUSTOMARILY PERFORMED, SHALL NOT RELIEVE THE

CONTRACTOR FROM PERFORMING SUCH WORK, BUT SHALL BE

PERFORMED AS IF CORRECTLY SET FORTH AND DESCRIBED TO

FURNISH A COMPLETE INSTALLATION IN ACCEPTABLE

CONDITION TO THE AGENCY.

6. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION

OF ALL TRADES AT THE SITE, WHETHER PART OF THIS

CONTRACT OR UNDER A SEPARATE CONTRACT.

7. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL

INSPECTIONS AND FINAL APPROVALS FROM ALL

GOVERNING AGENCIES, INCLUDING BUT NOT LIMITED TO THE

CERTIFICATE OF OCCUPANCY AND PUBLIC ASSEMBLY PERMITS.

8. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN

THE FIELD PRIOR TO COMMENCING WORK, AND SHALL REPORT

ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD

CONDITIONS TO THE ARCHITECT.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE

PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE

PROPOSED CONSTRUCTION AREA. THE CONTRACTOR SHALL

DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR

ALL STRUCTURAL OR REMOVAL TASKS. THE CONTRACTOR

SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR

INJURIES CAUSED BY OR DURING THE EXECUTION OF THE

WORK.

10. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL

PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES

(PLUMBING, ELECTRICAL, ETC.).

11. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING,

REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK

INDICATED ON THE DRAWINGS AND ALL OTHER WORK THAT

MAY BE REQUIRED TO COMPLETE THE JOB.

12. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF

CONCEALMENT AND SHALL BE PROPERLY CAPPED OR

PLUGGED.

13. THE CONTRACTOR SHALL PROTECT ALL ADJACENT EXISTING

ELEMENTS TO REMAIN.

14. HAZARDOUS MATERIALS MAY BE ENCOUNTERED DURING

CONSTRUCTION OPERATIONS, INCLUDING ASBESTOS AND

LEAD. COMPLY WITH ALL APPLICABLE REGULATIONS, LAWS,

AND ORDINANCES CONCERNING THE REMOVAL, HANDLING,

AND PROTECTION AGAINST EXPOSURE OR ENVIRONMENTAL

POLLUTION.

15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS WORK,

FOR THE COORDINATION BETWEEN HIS RESPECTIVE

SUBCONTRACTORS AND THEIR PORTION OF WORK, AND ANY

OF THE OWNER'S CONTRACTORS OR SUBCONTRACTORS.

16. THE CONTRACTOR IS REQUIRED TO PATCH AND REPAIR ALL

ADJACENT WALLS AND SURFACES AT SITE, DAMAGED DURING

DEMOLITION AND CONSTRUCTION OR WITHIN THE BUILDING AS

A RESULT OF DEBRIS REMOVAL.

1. THE CONTRACTOR SHALL COORDINATE ALL OPERATIONS

WITH THE RESIDENT ENGINEER. THIS SHALL INCLUDE BUT

NOT BE LIMITED TO AREAS FOR MATERIAL STORAGE, ACCESS

TO AND FROM WORK AREA, TIMING AND SEQUENCE OF

WORK, SPECIAL CONSIDERATIONS OF NOISY, DUSTY, OR

VAPORED OPERATIONS, AND/OR UTILITY INTERRUPTIONS.

2. EXTREME CARE MUST BE TAKEN DURING ALTERATION AND

NEW CONSTRUCTION SO AS NOT TO DAMAGE EXISTING

INSTALLATIONS. IN CONNECTION TO OR ALTERING EXISTING

STRUCTURE, THE CONTRACTOR SHALL SUPPLY BRACING,

SHORING AND OTHER SUPPORTS FOR EXISTING MEMBERS

AS REQUIRED TO ASSURE THEIR STRUCTURAL INTEGRITY &

STABILITY. WHERE EXISTING FINISHES ARE BROKEN OR

DAMAGED THEY SHALL BE RESTORED TO THEIR ORIGINAL

STATE AFTER STRUCTURE IS IN PLACE.

3. THE CONTRACTOR SHALL PROPERLY SHORE, UNDERPIN,

SHEET, BRACE, AND MAKE SAFE ALL FLOORS, SIDEWALKS,

WALLS, FOOTING, FOUNDATIONS, EARTH CUTS, AND

ADJACENT PROPERTY AS THE JOB CONDITIONS WARRANT.

4. THE CONTRACTOR SHALL MAKE NO DEVIATION FROM THE

DRAWINGS WITHOUT WRITTEN APPROVAL OF THE

ARCHITECT.

5. ALL PAVED WALKS, SURFACES, AND AREAWAYS WILL BE

DRAINED ADEQUATELY WITHIN THE SITE.

6. NON-COMBUSTIBLE FIRESTOPPING SHALL BE USED IN FIRE

DIVISIONS, FIREPLACES, FLUES, AND CHIMNEYS AND AS

REQUIRED BY NYC BUILDING CODE.

7. ALL EXTERIOR DOORS SHALL BE WEATHERSTRIPPED.

8. ALL DOORS TO HAVE AUTOMATIC CLOSURES WITH A HOLD

OPEN FEATURE UNLESS OTHERWISE INDICATED.

9. EXIT LIGHTING SHALL BE ON CIRCUITS THAT ARE SEPARATE

FROM ANY OTHER CIRCUITS TAKEN OFF HEAD OF MAIN

SWITCH.

10. ALL DIMENSIONS SHOWN ON DRAWINGS SHALL BE VERIFIED

IN FIELD BEFORE WORK PROGRESSES. DO NOT SCALE

DRAWING.

11. ANY DISCREPANCIES NOTICED IN THE DRAWINGS OR

SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF

THE ARCHITECT BEFORE PROCEEDING WITH CONSTRUCTION.

12. THE CONTRACTOR SHALL GUARANTEE ALL WORK

PERFORMED UNDER THIS CONTRACT FOR A PERIOD OF ONE

YEAR AFTER COMPLETION AND FINAL ACCEPTANCE BY THE

OWNER UNLESS OTHERWISE INDICATED IN CONTRACT

DOCUMENTS.

13. ON SITE STORAGE OF ALL NEW BUILDING MATERIALS SHALL

BE IN A DRY, SECURE LOCATION AS DIRECTED BY THE

RESIDENT ENGINEER.

14. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN

TEMPORARY ENCLOSURES OR FACILITIES FOR THE

PROTECTION OF NEW WORK WHEN DEEMED NECESSARY BY

THE RESIDENT ENGINEER AND SHALL REMOVE TEMPORARY

FACILITIES WHEN NO LONGER REQUIRED.

15. THE CONTRACTOR SHALL KEEP THE PREMISES FREE FROM

ACCUMULATION OF WASTE MATERIALS OF HIS WORK. UPON

COMPLETION EACH WORK DAY, THE CONTRACTOR SHALL

REMOVE ALL DEBRIS AND LEAVE THE AREA IN A "BROOM

CLEAN" CONDITION.

16. ALL REMOVED MATERIAL AND DEBRIS SHALL BE LEGALLY

DISPOSED AWAY FROM THE PREMISES.

17. AT THE CONCLUSION OF JOB, THE CONTRACTOR SHALL

REMOVE CONSTRUCTION FENCE AND REPLACE ALL

DAMAGED PAVING, LANDSCAPING, ETC. AT NO ADDITIONAL

COST TO THE CITY.

18. ALL WALL, ROOF, AND FLOOR PENETRATIONS FOR MEP

WORK SHALL BE MADE BY GENERAL CONTRACTOR. MEP

CONTRACTORS TO COORDINATE LOCATIONS AND SIZES WITH

GC.

19. PENETRATION OF FIRE RATED ASSEMBLIES, WALLS AND/OR

FLOOR/CEILING, SHALL BE COMPLETELY FIRE-STOPPED AND

VOIDS SEALED WITH NONCOMBUSTIBLE MATERIALS.

20. ACCESS PANELS OF APPROVED TYPE SHALL BE PROVIDED

FOR ALL CONCEALED CONTROLS, VALVES, ETC. SEE MEP

DRAWINGS FOR LOCATIONS.

21. THE GENERAL CONTRACTOR SHALL ACCOMMODATE ALL

CONCEALED AND/OR RECESSED MEP ITEMS.

22. THE GENERAL CONTRACTOR SHALL ONLY BUILD OUT NEW

HUNG CEILINGS, FLOORS, AND SOFFITS CONCEALING

HEATING AND/OR PLUMBING PIPES, VENTILATION DUCTS

AND/OR ELECTRICAL WIRING AFTER TESTING OF THESE

ITEMS BY THE MEP CONTRACTORS.

THE SITE SAFETY PLAN(S) SHALL INCLUDE, BUT SHALL NOT BE

LIMITED TO, NOTES, SIDEWALK BRIDGES, FENCES, EGRESS,

SCAFFOLDING, FIRE PROTECTION ETC. THEY SHOULD ADDRESS

ANY POTENTIAL INTERACTION BETWEEN THE BUILDING

OCCUPANTS AND GENERAL PUBLIC AND EXPOSURE TO THE

CONSTRUCTION PROCESS. THE PLAN(S) SHALL SHOW THE

BUILDINGS EGRESS DOORS AS ACCESSIBLE DURING

CONSTRUCTION UNLESS AN ALTERNATIVE EGRESS PLAN IS

PROVIDED OR THE WORK IS TO BE PERFORMED WHEN THE

BUILDING IS UNOCCUPIED PER BC. 3303.11 OF THE 2014 NYC

BUILDING CODE.

GENERAL DEMOLITION NOTES

GENERAL NOTES

CONSTRUCTION NOTES

SITE SAFETY AND PROTECTION NOTES

LIST OF DRAWINGS

SCOPE OF WORK SUMMARY

23. UPON COMPLETION OF MEP WORK, THE GENERAL

CONTRACTOR SHALL PATCH/RESTORE AND PAINT THE

OPENINGS TO MATCH THE SURROUNDING AREA.

24. FIRE RATED PARTITIONS SHALL EXTEND FROM FLOOR

SURFACE TO UNDERSIDE OF FLOOR/ROOF STRUCTURE

ABOVE AND SEALED THERE TO, UNLESS OTHERWISE NOTED.

25. INSTALL FLASHINGS AND COUNTERFLASHINGS AT ALL

EXTERIOR PENETRATIONS. SEAL ALL PENETRATIONS.

CONSTRUCTION NOTES (CONT.)

TENNIS HOUSE PRESERVATION

NYS GRANT PROJECT NUMBER: 173109

WORK GENERALLY TO INCLUDE:

· CLEARING OF CLOGGED AREAWAY DRAINS

· PIN REPAIR AT STONE CORNICE

· POINTING MISSING OR DETERIORATED MORTAR JOINTS AT

LIMESTONE, GRANITE AND BRICK.

· CLEANING OF GENERAL SOILING AT EXTERIOR LIMESTONE,

GLAZED BRICK, GRANITE AND TERRAZZO.

· INSTALLING PROTECTIVE FINISH AT EXTERIOR MOSAIC AND

TERRAZZO FLOORING

· REPAINTING ACCESSIBLE RAMP RAILINGS

NOTE: THERE IS A SEPARATE PROJECT RELATED TO THIS

STRUCTURE: NYC PARKS PROJECT NO. B073-319M

SHEET NO. DRAWING NO. DRAWING TITLE

1 G001.00 LIST OF DRAWINGS AND GENERAL NOTES

2 A101.00 FIRST FLOOR PLAN

3 A201.00 EXTERIOR ELEVATIONS 1 OF 2

4 A202.00 EXTERIOR ELEVATIONS 2 OF 2

5 A301.00 SECTIONS THROUGH PORTICO

6 A302.00 INTERIOR ELEVATIONS AT PAVILION

7 A401.00 DETAILS - MISC.

8 A402.00 AREAWAY DETAILS

1. THIS PROJECT IS A SIGNIFICANT HISTORIC STRUCTURE AND A

DESIGNATED LANDMARK UNDER THE JURISDICTION OF THE

LANDMARKS PRESERVATION COMMISSION OF NEW YORK CITY. THE

COMMISSION HAS APPROVED THE WORK OUTLINED IN THIS

CONTRACT; HENCE CHANGES TO ANY ELEMENT OF THE WORK

CANNOT BE MADE WITHOUT PRIOR APPROVAL OF THE COMMISSION.

2. MATERIALS AND FURNISHINGS TO BE DISASSEMBLED, SALVAGED,

AND REINSTALLED AS INDICATED, BUT NOT LIMITED TO, WHAT ARE

SHOWN ON THE DRAWINGS.

3. PORTIONS OF DETERIORATED ASSEMBLIES TO BE REPLICATED AS

SHOWN ON THE DRAWINGS SHALL BE RETAINED OR DOCUMENTED

AS EXAMPLES TO GUIDE THE REPLACEMENT WORK.

4. ALL SALVAGED AND HISTORIC MATERIALS SHALL BE STORED AT A

DRY AND SECURE LOCATION BY THE CONTRACTOR.

5. MATERIALS OF HISTORIC VALUE THAT ARE REMOVED AND CANNOT

BE REFURBISHED, REPAIRED, OR REPLACED WILL BE SAVED AS

DIRECTED BY THE ARCHITECT. NO DISPOSAL OF SUCH MATERIAL

SHALL OCCUR WITHOUT APPROVAL OF THE ARCHITECT.

LANDMARKS/SHPO NOTES

DISCIPLINE LEAD:

DESIGNER:

DRAFTED BY:

CHECKED BY:

CONTRACT NO.: DATE:

PROJECT TITLE:

ADDRESS:

NO. DATE REVISION

LOT:BLOCK:

DRAWING TITLE:

DRAWING NO.:

SHEETS IN

CONTRACT SET:

SHEET OF

RESERVED FOR PLAN EXAMINER'S STAMPS

00000

TENNIS HOUSE PRESERVATION

1117 01

52 WEST DRIVE, BROOKLYN, NY

11215

CONSULTANTS:

N/A

NYC PARKS PROJECT MANAGER:

PROSPECT PARK ALLIANCE

DESIGN & CONSTRUCTION

95 PROSPECT PARK WEST

BROOKLYN, NY 11215

(T) 718.965.7766

N/A

ALDEN MADDRY, RA

S. ENRIQUEZ / A. PLAVSKINA

S. ENRIQUEZ

ALDEN MADDRY, RA

05/01/2022

GENERAL NOTES

G-001.00

DRAWING SYMBOLS

THIS PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD

HAZARD AREA (SFHA)

THE BUILDING WILL NOT BE OCCUPIED DURING

CONSTRUCTION

ADDRESS:

BLOCK:

LOT:

ZONING DISTRICT:

ZONING MAP:

NYC LANDMARK:

OCCUPANCY GROUP:

CONSTRUCTION CLASS:

NO. STORIES:

OCCUPANCY:

BUILT AREA:

BUILDING HEIGHT:

ENERGY CONSERVATION

CONSTRUCTION CODE

OF NEW YORK CITY:

NY FIRE DEPARTMENT

ACESS:

FIRE DISTRICT LOCATION:

NOT A MULTIPLE DWELLING

52 WEST DRIVE,

BROOKLYN, NY 11215

BUILDING SITE IS PARKLAND AND

THEREFORE IS UNZONED LAND

16D

YES

PUB - PUBLIC BUILDING

OLD - CLASS 2 / NEW - IIB:

PROTECTED WOOD JOIST

2 STORY

N/A

2921 SF, GROSS

30' - 3"

EXEMPT DUE TO HISTORIC STATUS,

PER ECCCNYS §101.4.2

AT GRADE

INSIDE FIRE DISTRICT

XX

XXXX EXTERIOR ELEVATION

XX

XXXX BUILDING SECTION NO

XX

XXXX SECTION NO

XXXX

XX DETAIL NO

DESCRIPTIONSYMBOLS

W

XX WINDOW NO

P

X PARTITION NO

SAW CUT

XXXXXXXXXXXXXXX

EL XXX.XX DATUM

XXXXX

X

X

X INTERIOR ELEVATION

XXXXX XXXXX

XXX ROOM IDENTIFICATION

X REVISION NO

BREAK

XX

COLUMN NO

STANDARD DETAIL SYMBOL

(LANDSCAPE)

XX

XX

PAVING SYMBOLHB

D

XX DOOR NO

SAFETY SURFACE COLOR

SYMBOL

HT

BL

CURB TYPE#1

CONSTRUCTION SIGN

EXISTING TREE

(NUMBER DENOTES CALIPER)

POINT OF BEGINNING

10"

23"

C S

TREE STUMP W/ DIAMETER

ZONING MAP

NOTE: NYC PARK LAND IS UNZONED LAND

PROJECT SITE

WITHIN PROSPECT PARK

dyum RA_Stamp_DY

NOT IN

CONTRACT

NOT IN

CONTRACT

21 103 4 13

5'-6" 9'-2" 5'-6" 6'-2" 9'-2" 6'-0" 9'-2"

- 5

'-4

COVERED

PAVILION

PORTICO

FOYER

FOYER

FOYER

FOYER

UP

STAIR #1

STAIR #2E

STAIR #3

UP

STAIR #2W

UP

DWN

DWN

DWN

A-302

A201

A202

A202

A201

A402

A301

A301

A301

A301

8' -9

1 2" 5'

-7 1 2"

9' -2

5'

-3

9' -1

1 2" 5'

-3

NOTES LEGEND

TYPICAL WORK AT BUILDING EXTERIOR (NORTH, EAST, SOUTH

& WEST FACADES:

MASONRY CLEANING

- LS1 - PROVIDE CLEANING OF GENERAL SOILING AT 100%

OF LIMESTONE AT EXTERIOR FACADES.

- GR1 - PROVIDE CLEANING OF GENERAL SOILING AT 100%

OF GRANITE AT EXTERIOR FACADES.

- BR1 - PROVIDE CLEANING OF GENERAL SOILING AT ALL

GLAZED BRICK.

MASONRY POINTING

- LS3 - PROVIDE POINTING AT ALL MISSING OR

DETERIORATED LIMESTONE MORTAR JOINTS, INCLUDING

AT 100% OF CORNICE.

- GR2 - PROVIDE POINTING AT ALL MISSING OR

DETERIORATED GRANITE MORTAR JOINTS, INCLUDING

AT 100% OF BASE AND INSIDE OF AREAWAYS AND STAIR

#3 TO BOILER RM.

- BR2 - PROVIDE POINTING AT ALL MISSING OR

DETERIORATED GLAZED BRICK MORTAR JOINTS.

JOINT SEALANTS

- JS1 - PROVIDE NEW SEALANT AT PERIMETER OF ALL

CELLAR WINDOWS.

PAINT

- PT1 - PROVIDE NEW PAINT AT ALL EXISTING RAMP, STAIR

AND AREAWAY RAILINGS TO REMAIN.

UTILITIES

- CLEAR AREAWAYS OF DIRT AND DEBRIS.

- REPLACE AREAWAY DRAIN COVER AT ONE LOCATION.

CONFIRM LOCATION WITH RESIDENT ENGINEER.

- NOTE: AS PART OF A SEPARATE CONTRACT, THE OWNER

WILL ENGAGE A CONTRACTOR TO PROVIDE TELEVISED

INSPECTION OF DRAIN LINES AND CLEAR EXISTING

STORM/SANITARY SEWER PIPE.

TYP. WORK AT PAVILION & PORTICO WALLS:

- PROVIDE REMOVAL OF FERROUS

STAINS AT INTERIOR LIMESTONE AND

GLAZED BRICK AS NOTED ON A-301

AND A-302.

- PROVIDE REMOVAL OF OIL STAINS AT

INTERIOR LIMESTONE AND GLAZED

BRICK AS NOTED A-301 AND A-302.

PROVIDE ALL

NEW

RAILINGS

AND RAILING

POSTS AT

THIS

LOCATION

RAMP

RAMP

RAMP RAILINGS

28'-3"

GRANITE BASE

14121198765

H

G

F

E

D

C

B

A

H

G

F

E

D

C

B

A

SPECIFIC WORK AT LOCATIONS CALLED OUT ON DRAWINGS:

TYP. AT ALL

WINDOW WELLS

AREAWAY S1 AREAWAY S2

AREAWAY

E1

AREAWAY

W1

AREAWAY

W2

AREAWAY N1 AREAWAY N2 AREAWAY N3

PT1

MT4

MT1

MT2

MT1MT2

MT2

MT2

MT1

MT1

MT1MT2 MT2 MT2

MT1

MT1

MT3

MT3

MT3

XX#

PT1

FL1

FL3 FL3

FL3

FL2

FL1

FL2

FL1

FL3

FL2

FL1

FL3

FL2

FL3

FL2

FL2

FL2FL2

FL1

FL3

FL1

FL3

FL2FL3

FL3

FL3

FL3

GR3

MT2

FL3

MASONRY CLEANING

MC1 REMOVE ISOLATED FERROUS STAINS FROM

MASONRY.

MC2 REMOVE ISOLATED OIL STAINS FROM

MASONRY

MASONRY POINTING

GR3

PROVIDE LEAD JOINT COVERS AT UPWARD

FACING JOINTS AT GRANITE (DTL. 8/A-401).

THERMAL & MOISTURE PROTECTION

JS2

PROVIDE SEALANT CRACK REPAIR IN MASONRY

(DTL. 7/A-401).

JS3 PROVIDE SEALANT JOINT REPAIR IN MASONRY.

FINISHES - FLOORING

FL1

REMOVE AND RESET SECTION OF MOSAIC

FLOORING (DTL. 10/A-401).

FL2 PROVIDE TERRAZZO PATCHING (DTL. 9/A-401).

FL3

PROVIDE NEW MOSAIC FLOORING TO MATCH

ADJACENT (DTL. 10/A-401).

MASONRY RESTORATION CONT'D

MR5

PROVIDE PATCH REPAIR AT STONE UNIT

(DTLS. 1 AND 2/A-401).

MASONRY RESTORATION

MR1

REMOVE, SALVAGE AND REINSTALL UNIT (DTL.

6/A-401).

MR2 PROVIDE GROUT CRACK REPAIR AT MASONRY

UNIT.

MR3

PROVIDE DUTCHMAN REPAIR AT MASONRY

UNIT (DTL. 3/A-401).

MR4

PROVIDE S.S. PIN REPAIR AT STONE UNIT

(DTLS. 4 AND 5/A-401).

METAL RAILINGS

MT1 PROVIDE NEW PAINTED RAILINGS TO

MATCH EXISTING.

MT2 PROVIDE NEW PAINTED RAILING POSTS TO

MATCH EXISTING.

MT3 REMOVE AND RESET EXISTING POSTS &

RAILING WITH NEW BASES.

MT4 RESET EXISTING GATE AND MAKE

OPERABLE.

TYP. AT ALL

EXIST. RAILINGS

EXISTING AREAWAY

DRAIN

EXISTING SECURITY

GRILLE

EXISTING AREAWAY

RAILING

TYP. AT RAMP

GR2GR1

1 FIRST FLOOR PLAN

SCALE: 1/4" = 1-'-0"

4' 8'

SCALE: 1/4" = 1'-0"

2'0

4/15/2022 #### /Volumes/GoogleDrive/My Drive/Design and Construction/PROJECTS/Tennis House/DESIGN/07.2 CAD NYS GRANT/A-101 PLANS.dwg\

DISCIPLINE LEAD:

DESIGNER:

DRAFTED BY:

CHECKED BY:

CONTRACT NO.: DATE:

PROJECT TITLE:

ADDRESS:

NO. DATE REVISION

LOT:BLOCK:

DRAWING TITLE:

DRAWING NO.:

SHEETS IN

CONTRACT SET:

SHEET OF

RESERVED FOR PLAN EXAMINER'S STAMPS

00000

TENNIS HOUSE PRESERVATION

1117 01

52 WEST DRIVE, BROOKLYN, NY

11215

CONSULTANTS:

N/A

NYC PARKS PROJECT MANAGER:

PROSPECT PARK ALLIANCE

DESIGN & CONSTRUCTION

95 PROSPECT PARK WEST

BROOKLYN, NY 11215

(T) 718.965.7766

N/A

ALDEN MADDRY, RA

S. ENRIQUEZ / A. PLAVSKINA

S. ENRIQUEZ

ALDEN MADDRY, RA

05/01/2022

FIRST FLOOR PLAN

A-101.00

FIRST FLOOR

B.O. AREAWAY

FINISH GRADE

155.65'

+/- 148.87'

T.O. ROOF TILE

+/- 186.35'

ATTIC F.F.

165.9'

T.O. LIMESTONE CORNICE

+/- 176.35'

OPEN TO

PORTICO

A301

A301

A301

MR4

X

MR3

MR2

AREAWAY E1

STAIR #3

STAIR #2E

GR2 GR1

GRANITE

FIRST FLOOR

B.O. AREAWAY

FINISH

GRADE

155.65'

+/- 148.87'

T.O. ROOF TILE

+/- 186.35'

ATTIC F.F.

T.O. LIMESTONE CORNICE

+/- 176.35'

JS1GR1

TYP. AT ALL

AREAWAYS

GR2

GR2GR1

TYP. AT RAMP

TYP. AT RAMP

METAL GRANITE BASE METAL

PT1

PT1 PT1

MR2

EXISTING MARBLE

RONDELLES

MT2

MT1 MT1

MT2

MT2

MT1

MT3 MR2

AREAWAY N3 AREAWAY N2 AREAWAY N1

165.9'

NOTE ON POINTING WORK:

MAJORITY OF MISSING OR

DETERIORATED MASONRY

JOINTS ARE LOCATED AT

THE CORNICE, BASE AND AT

WINDOW WELLS.

GRANITE

LI

M

ES

TO

N E

G R

AN

IT

E

LI

M

ES

TO

N E

GLAZED

BRICK

GLAZED

BRICK

C

LA

Y

TI

LE

LEGEND

SPECIFIC WORK AT LOCATIONS CALLED OUT ON DRAWINGS:

MASONRY CLEANING

MC1 REMOVE ISOLATED FERROUS STAINS FROM

MASONRY.

MC2 REMOVE ISOLATED OIL STAINS FROM MASONRY

MASONRY POINTING

GR3

PROVIDE LEAD JOINT COVERS AT UPWARD FACING

JOINTS AT GRANITE (DTL. 8/A-401).

MASONRY RESTORATION

MR1

REMOVE, SALVAGE AND REINSTALL UNIT (DTL.

6/A-401).

MR2 PROVIDE GROUT CRACK REPAIR AT MASONRY UNIT.

MR3

PROVIDE DUTCHMAN REPAIR AT MASONRY UNIT (DTL.

3/A-401).

MR4

PROVIDE S.S. PIN REPAIR AT STONE UNIT (DTLS. 4

AND 5/A-401).

MR5

PROVIDE PATCH REPAIR AT STONE UNIT (DTLS. 1 AND

2/A-401).

NOTES

TYPICAL WORK AT BUILDING EXTERIOR (NORTH, EAST, SOUTH

& WEST FACADES:

MASONRY CLEANING

- LS1 - PROVIDE CLEANING OF GENERAL SOILING AT 100%

OF LIMESTONE AT EXTERIOR FACADES.

- GR1 - PROVIDE CLEANING OF GENERAL SOILING AT 100%

OF GRANITE AT EXTERIOR FACADES.

- BR1 - PROVIDE CLEANING OF GENERAL SOILING AT ALL

GLAZED BRICK.

MASONRY POINTING

- LS3 - PROVIDE POINTING AT ALL MISSING OR

DETERIORATED LIMESTONE MORTAR JOINTS, INCLUDING

AT 100% OF CORNICE.

- GR2 - PROVIDE POINTING AT ALL MISSING OR

DETERIORATED GRANITE MORTAR JOINTS, INCLUDING

AT 100% OF BASE AND INSIDE OF WINDOW WELLS.

- BR2 - PROVIDE POINTING AT ALL MISSING OR

DETERIORATED GLAZED BRICK MORTAR JOINTS.

JOINT SEALANTS

- JS1 - PROVIDE NEW SEALANT AT PERIMETER OF ALL

CELLAR WINDOWS.

METAL RAILINGS

MT1 PROVIDE NEW PAINTED RAILINGS TO MATCH

EXISTING.

MT2 PROVIDE NEW PAINTED RAILING POSTS TO MATCH

EXISTING.

MT3 REMOVE AND RESET EXISTING POSTS & RAILING

WITH NEW BASES.

THERMAL & MOISTURE PROTECTION

JS2

PROVIDE SEALANT CRACK REPAIR IN MASONRY (DTL.

7/A-401).

JS3 PROVIDE SEALANT JOINT REPAIR IN MASONRY.

FINISHES - FLOORING

FL1

REMOVE AND RESET SECTION OF MOSAIC FLOORING

(DTL. 10/A-401).

FL2 PROVIDE TERRAZZO PATCHING (DTL. 9/A-401).

FL3

PROVIDE NEW MOSAIC FLOORING TO MATCH

ADJACENT (DTL. 10/A-401).

FINISHES - PAINT

PT1 PROVIDE NEW PAINT AT ALL EXISTING RAMP, STAIR

AND WINDOW WELL RAILINGS TO REMAIN.

1 NORTH ELEVATION

1/4" = 1'-0"

2 EAST ELEVATION

1/4" = 1'-0"

4' 8'

Scale: 1/4" = 1'-0"

2'0

4' 8'

Scale: 1/4" = 1'-0"

2'0

DISCIPLINE LEAD:

DESIGNER:

DRAFTED BY:

CHECKED BY:

CONTRACT NO.: DATE:

PROJECT TITLE:

ADDRESS:

NO. DATE REVISION

LOT:BLOCK:

DRAWING TITLE:

DRAWING NO.:

SHEETS IN

CONTRACT SET:

SHEET OF

RESERVED FOR PLAN EXAMINER'S STAMPS

00000

TENNIS HOUSE PRESERVATION

1117 01

52 WEST DRIVE, BROOKLYN, NY

11215

CONSULTANTS:

N/A

NYC PARKS PROJECT MANAGER:

PROSPECT PARK ALLIANCE

DESIGN & CONSTRUCTION

95 PROSPECT PARK WEST

BROOKLYN, NY 11215

(T) 718.965.7766

S. ENRIQUEZ / A. PLAVSKINA

S. ENRIQUEZ

03/23/2023

EXTERIOR ELEVATIONS 1 OF 2

A201.00

FIRST FLOOR

B.O. AREAWAY

FINISH GRADE

155.65'

+/- 148.87'

T.O. ROOF TILE

+/- 186.35'

ATTIC F.F.

T.O. LIMESTONE CORNICE

+/- 176.35'

MR2

JS2

MR2JS3

MR4

MR3

X

AREAWAY S2AREAWAY S1

STAIR #1 STAIR #2ESTAIR #2W

MT1 MT1MT2

MT2

MT1 MT1

MT2

MT2

T.O. ROOF TILE

+/- 186.35'

ATTIC F.F.

165.9'

FIRST FLOOR

155.65'

B.O. AREAWAY

+/- 148.87'

FINISH GRADE

EXTG. CELLAR FLOOR

T.O. LIMESTONE CORNICE

+/- 176.35'

OPEN TO

PORTICO

MR2 MR1

MR2

MR2

MR4

MR2

MR1

MR2 MR2

TYP. AT RAMP

PT1

METAL GRANITE BASE

AREAWAY W1

AREAWAY W2

STAIR #2W STAIR #1

PT1

GR2

GR1

MT4 MT1

MT2

MT2

1 SOUTH ELEVATION

1/4" = 1'-0"

2 WEST ELEVATION

1/4" = 1'-0"

4' 8'

Scale: 1/4" = 1'-0"

2'0

DISCIPLINE LEAD:

DESIGNER:

DRAFTED BY:

CHECKED BY:

CONTRACT NO.: DATE:

PROJECT TITLE:

ADDRESS:

NO. DATE REVISION

LOT:BLOCK:

DRAWING TITLE:

DRAWING NO.:

SHEETS IN

CONTRACT SET:

SHEET OF

RESERVED FOR PLAN EXAMINER'S STAMPS

00000

TENNIS HOUSE PRESERVATION

1117 01

52 WEST DRIVE, BROOKLYN, NY

11215

CONSULTANTS:

N/A

NYC PARKS PROJECT MANAGER:

PROSPECT PARK ALLIANCE

DESIGN & CONSTRUCTION

95 PROSPECT PARK WEST

BROOKLYN, NY 11215

(T) 718.965.7766

S. ENRIQUEZ / A. PLAVSKINA

S. ENRIQUEZ

03/23/2023

EXTERIOR ELEVATIONS 2 OF 2

A-202.00

AA A

FIRST FLOOR

FINISH GRADE

155.65'

ATTIC F.F.

165.9'

5 6 7 8 9 10 11 14

AA A

A AA

13 12 11 10 9 8 7 6 5 4 3 2 1

TYP. WORK AT PORTICO WALLS:

- PROVIDE REMOVAL OF FERROUS

STAINS AT LIMESTONE AND GLAZED

BRICK.

- PROVIDE REMOVAL OF OIL STAINS AT

LIMESTONE AND GLAZED BRICK.

LEGEND

SPECIFIC WORK AT LOCATIONS CALLED OUT ON DRAWINGS:

MASONRY CLEANING

MC1 REMOVE ISOLATED FERROUS STAINS FROM

MASONRY.

MC2 REMOVE ISOLATED OIL STAINS FROM

MASONRY

EXIST. GUASTAVINO TILE

CEILING

EXIST. DOOR TO BE

REPLACED BY OTHERS.

EXIST. DOOR

TO REMAIN.

OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN

TOP. OF LIMESTONE

CORNICE

A AA

OPEN OPEN OPEN OPEN OPEN OPEN

OPEN

OPEN

GLAZED BRICK

LIMESTONE

COLUMN

LIMESTONE

PILASTER

12 13

SEE A-101 FOR

WORK AT GRANITE

STEPS

LIMESTONE

BALUSTERS

EXIST. GUASTAVINO TILE

CEILING

TOP. OF LIMESTONE

CORNICE

OPEN OPEN

FIRST FLOOR

FINISH GRADE

155.65'

ATTIC F.F.

165.9'

TYP. WORK AT PORTICO WALLS:

- PROVIDE REMOVAL OF FERROUS

STAINS AT LIMESTONE AND GLAZED

BRICK.

- PROVIDE REMOVAL OF OIL STAINS AT

LIMESTONE AND GLAZED BRICK.

MC2 MC2 MC2 MC2

MC2 MC2 MC2MC2 MC2MC2

MC2 MC2

LIMESTONE

COLUMN

LIMESTONE

PILASTER

1 SECTION THROUGH PORTICO - LOOKING NORTH

SCALE: 1/4" = 1'-0"

2 SECTION THROUGH PORTICO - LOOKING SOUTH

SCALE: 1/4" = 1'-0"

4' 8'

SCALE: 1/4" = 1'-0"

2'0

4' 8'

SCALE: 1/4" = 1'-0"

2'0

DISCIPLINE LEAD:

DESIGNER:

DRAFTED BY:

CHECKED BY:

CONTRACT NO.: DATE:

PROJECT TITLE:

ADDRESS:

NO. DATE REVISION

LOT:BLOCK:

DRAWING TITLE:

DRAWING NO.:

SHEETS IN

CONTRACT SET:

SHEET OF

RESERVED FOR PLAN EXAMINER'S STAMPS

00000

TENNIS HOUSE PRESERVATION

1117 01

52 WEST DRIVE, BROOKLYN, NY

11215

CONSULTANTS:

N/A

NYC PARKS PROJECT MANAGER:

PROSPECT PARK ALLIANCE

DESIGN & CONSTRUCTION

95 PROSPECT PARK WEST

BROOKLYN, NY 11215

(T) 718.965.7766

ALDEN MADDRY RA

S. ENRIQUEZ / A. PLAVSKINA

S. ENRIQUEZ

ALDEN MADDRY RA

05/01/2022

SECTIONS THROUGH PORTICO

A-301.00

WEST EAST

N

PLAN KEY

PAVILION

RAMP

H F A

5 6 7 8 9 10 114

11 10 9 8 7 6 5 4

EL.168.35' +/-

EL.175.85' +/-

EL. 155.65' +/-

MC2

MC2MC2 MC2

PORTICO PAVILION

LEGEND

SPECIFIC WORK AT LOCATIONS CALLED OUT ON DRAWINGS:

MASONRY CLEANING

MC1 REMOVE ISOLATED FERROUS STAINS FROM

MASONRY.

MC2 REMOVE ISOLATED OIL STAINS FROM

MASONRY

7' -6

'-1 1"

MC2 MC2

MC1

MC2

FINISH

GRADE

OPEN

GLAZED BRICK

LIMESTONE

LIMESTONE

COLUMN

TOP OF LIMESTONE

CORNICE

GUASTAVINO TILE

CEILING

GLAZED BRICK

EXISTING DOORS

TO REMAIN

GLAZED BRICK

LIMESTONE

EL.168.35' +/-

EL.175.85' +/-

EL. 155.65' +/-

7' -6

'-1 1"

HFA PORTICOPAVILION

OPEN

GLAZED BRICK

LIMESTONE

LIMESTONE

COLUMN

TOP OF LIMESTONE

CORNICE

GUASTAVINO TILE

CEILING

GLAZED BRICK

EXISTING DOORS

TO REMAIN

GLAZED BRICK

LIMESTONE

OPEN OPEN OPEN OPEN OPEN OPEN

OPEN OPEN OPEN OPENOPEN OPEN OPEN

EL.168.35' +/-

EL.175.85' +/-

EL.168.35' +/-

EL.175.85' +/-

EL. 155.65' +/-

EL. 155.65' +/-

GUASTAVINO TILE

CEILING

TOP OF LIMESTONE

CORNICE

LIMESTONE

COLUMN

LIMESTONE

GUASTAVINO TILE

CEILING

TOP OF LIMESTONE

CORNICE

LIMESTONE

COLUMN

LIMESTONE

MC2

MC2

MC2

DISCIPLINE LEAD:

DESIGNER:

DRAFTED BY:

CHECKED BY:

CONTRACT NO.: DATE:

PROJECT TITLE:

ADDRESS:

NO. DATE REVISION

LOT:BLOCK:

DRAWING TITLE:

DRAWING NO.:

SHEETS IN

CONTRACT SET:

SHEET OF

RESERVED FOR PLAN EXAMINER'S STAMPS

00000

TENNIS HOUSE PRESERVATION

1117 01

52 WEST DRIVE, BROOKLYN, NY

11215

CONSULTANTS:

N/A

NYC PARKS PROJECT MANAGER:

PROSPECT PARK ALLIANCE

DESIGN & CONSTRUCTION

95 PROSPECT PARK WEST

BROOKLYN, NY 11215

(T) 718.965.7766

1 INTERIOR ELEVATION - PAVILION LOOKING WEST

SCALE: 1/4" = 1'-0"

4' 8'

SCALE: 1/4" = 1'-0"

2'0

2 INTERIOR ELEVATION - PAVILION LOOKING NORTH

SCALE: 1/4" = 1'-0"

4 INTERIOR ELEVATION - PAVILION LOOKING SOUTH

SCALE: 1/4" = 1'-0"

3 INTERIOR ELEVATION - PAVILION LOOKING EAST

SCALE: 1/4" = 1'-0"

ALDEN MADDRY RA

S. ENRIQUEZ / A. PLAVSKINA

S. ENRIQUEZ

ALDEN MADDRY RA

05/01/2022

INTERIOR ELEVATIONS AT

PAVILION

A-302.00

WEST EAST

N

PLAN KEY

4' 8'

SCALE: 1/4" = 1'-0"

2'04' 8'

SCALE: 1/4" = 1'-0"

2'0

4' 8'

SCALE: 1/4" = 1'-0"

2'0

PAVILION

PORTICO

SET DUTCHMAN TO HOST MASONRY UNIT IN-PLACE

USING SPECIFIED MORTARS. MATE UNIT EDGES TO FORM

FLUSH 1/16" (MAX.) JOINT.

MASONRY DUTCHMAN, TOOL SURFACE TO REPLICATE

ORIGINAL STONE SHAPE, PROFILE, AND TEXTURE

STAGGERED THREADED S.S. RODS IN STRUCTURAL

ADHESIVE. MIN. 1/4"Ø

MINIMIZE

CLEARANCE

POINT JOINT WITH

POINTING MORTAR

NOTE: DO NOT EXTEND PATCHES ACROSS JOINTS.

FORM EDGES OF PATCHES ENDING AT EDGES OF

STONE UNITS IN LINE WITH ORIGINAL EDGES OF

UNITS. PREPARE AND POINT JOINTS WITH POINTING

MORTAR

CUT BACK TO SOUND STONE,

UNDERCUT EDGES TO PROVIDE

SHALLOW KEY, ROUGHEN UNIT TO

PROVIDE BONDING SURFACE FOR

PATCHING MORTAR.

MATCH COLOR, TOOLING AND TEXTURE

OF ADJACENT STONE SURFACE

CUT BACK TO SOUND MATERIAL, UNDERCUT EDGES TO

PROVIDE KEY

REPLICATE COLOR, TOOLING AND TEXTURE OF ADJACENT

STONE SURFACE

THREADED S.S. ROD, 2" O.C SET IN EPOXY., TYP.

NOTE: DO NOT EXTEND PATCHES ACROSS JOINTS. FORM EDGES OF

PATCHES ENDING AT EDGES OF STONE UNITS IN LINE WITH ORIGINAL

EDGES OF UNITS. PREPARE AND POINT JOINTS WITH POINTING MORTAR

SQUARE OFF SOUND TERRAZZO

BOND BREAKER OR

POLYETHYLENE TAPE. INSTALL AT

PERIMETER OF REPAIR.

NEW EPOXY TERRAZZO. APPROX.

3/8" THICKNESS

FLEXIBLE EPOXY MEMBRANE WITH

FIBERGLASS MESH

EXISTING CONCRETE UNDERBED

EXIST.

TERRAZZO

EXISTING 3/8" TILE

BOND BREAKER OR

POLYETHYLENE TAPE

NEW 3/8" TILE, FINISHED WITH

SPECIFIED GROUT

THINSET

EXISTING CONCRETE UNDERBED

EXISTING 1/4" MORTAR

CRACK ISOLATION MEMBRANE, IF

CONCRETE IS CRACKED

EXISTING CRACKED

STONE

FILL CRACK WITH EPOXY UP TO

4" AWAY FROM CRACK, FILL

REMAINING WITH SPECIFIED

GROUT

FILL HOLE WITH

CEMENTITIOUS

PATCHING MORTAR

MATCHING COLOR,

TOOLING AND TEXTURE

OF ADJACENT STONE

SURFACE

3/8" Ø THREADED S.S.

RODS SET IN

STRUCTURAL ADHESIVE

COUNTERSINK 14"Ø

HOLE. PATCH WITH

PATCHING MORTAR TO

MATCH STONE COLOR

AND PROFILE

PIN

EXIST. STONE

INJECT SPECIFIED GROUT

INTO CRACK. REPAIR

CRACK SURFACE AS

SPECIFIED TO MATCH

ADJACENT SURFACE(S).

NOTE: ASSUME TWO (2)

PINS AT EACH

LOCATION SHOWN.

8"Ø S.S. ADHESIVE

ANCHORS, TYP., INTO

BACK-UPS.S. DROP PIN

2" WIDE x1/8" THK. STL.

ANGLE MIN. TWO PER STONE

EXIST. STONE

ROUT OUT FRONT PORTION OF

CRACK AND PROVIDE JOINT

SEALANT AND BACKER ROD. MASK

EDGES TO PROVIDE A NEAT AND

CLEAN APPERANCE

EXISTING MASONRY

BACKER ROD

SEALANT

LEAD JOINT

COVER

BACKER ROD

SEALANT

LEAD JOINT

COVER

CUT EXIST.

MORTAR

CUT EXIST.

MORTAR

NOT TO SCALE

DUTCHMAN DETAIL

A-401

DISCIPLINE LEAD:

DESIGNER:

DRAFTED BY:

CHECKED BY:

CONTRACT NO.: DATE:

PROJECT TITLE:

ADDRESS:

NO. DATE REVISION

LOT:BLOCK:

DRAWING TITLE:

DRAWING NO.:

SHEETS IN

CONTRACT SET:

SHEET OF

RESERVED FOR PLAN EXAMINER'S STAMPS

00000

TENNIS HOUSE PRESERVATION

1117 01

52 WEST DRIVE, BROOKLYN, NY

11215

CONSULTANTS:

N/A

NYC PARKS PROJECT MANAGER:

PROSPECT PARK ALLIANCE

DESIGN & CONSTRUCTION

95 PROSPECT PARK WEST

BROOKLYN, NY 11215

(T) 718.965.7766

ALDEN MADDRY, RA

S. ENRIQUEZ / A. PLAVSKINA

S. ENRIQUEZ

S. RABINOWITZ

05/01/2022

DETAILS

A-401.00

NOT TO SCALE

STONE PATCHING (DEPTH < 2 IN.)

A-401

NOT TO SCALE

STONE PATCHING (DEPTH > 2 IN.)

A-401

NOT TO SCALE

TERRAZZO PATCH REPAIR

A-401

NOT TO SCALE

MOSAIC TILE REPAIR

A-401

NOT TO SCALE

CRACK PIN REPAIR - THREADED ROD

A-401

NOT TO SCALE

CRACK PIN REPAIR - MICRO-PIN

A-401

NOT TO SCALE

REINSTALL STONE UNITS

A-401

NOT TO SCALE

SEALANT CRACK REPAIR

A-401

NOT TO SCALE

LEAD JOINT COVER

A-401

TYPICAL AREAWAY

A402

EL. 148.65' +/-

3' -5

3 4"

EL. 155.64' +/-

6" DIA. FLANGE WITH

2 SQ. HEAD

ANCHOR BOLTS*

3 1/2" DIA.

BALL TYP

2 1/2" O.D.

RAILING TYP.

3 1/2" CUBE TYP.

3" DIA.

1' -5

3 4" 1'

-4 1 2"

GRADE

TOP OF GRANITE BASE

LIMESTONE

HEX BLOCK

PAVER.

TYPICAL AREAWAY

BOT. OF AREAWAY

NOTE:

VERIFY ALL DIMENSIONS IN FIELD.

CELLAR INTERIOR

WOOD WINDOW - JS1

GRANITE BASE -

GR1, GR2

*NOTE: AT LOCATIONS WHERE EXISTING POSTS ARE REQUIRED TO BE REMOVE AND

RESET, PROVIDE NEW BASE FLANGE AND ANCHOR BOLTS.

PREPARE EXISTING BLUESTONE AND CONCRETE TO RECEIVE THE NEW HARDWARE.

GRANITE CURB

9'-2"

GRADE

EL. 148.65' +/-

3' -5

3 4"

EL. 155.64' +/-

1' -5

3 4" 1'

-4 1 2"

TOP OF

GRANITE

BASE

BOT. OF AREAWAY

GENERAL NOTES

- ALL DIMENSIONS ARE APPROXIMATE. CONTRACTOR TO

VERIFY ACTUAL DIMENSIONS IN FIELD.

GRANITE CURB

CL

CL

METAL POST

- SEE POST & RAILING

SCHEDULE

METAL RAILING

- SEE POST & RAILING

SCHEDULE

MORTAR JOINT - GR3

METAL SECURITY

GRATING EXIST. TO

REMAIN

GRANITE BASE

(INTERIOR - CELLAR)

CONCRETE

WOOD WINDOW - JS1

3' -1

1'

-4 1 2"

3'-51 2"

SEE NOTES SECTION ON

THIS SHEET FOR TYPICAL

WORK AT ALL

AREAWAYS.

CL

CLCL

CLCL

GR1, GR2

GRANITE - GR1, GR2, GR3

GRANITE CURB

CONCRETE

WOOD

WINDOW - JS1

METAL RAILING

METAL POST

GRANITE - GR1, GR2, GR3

LI

M

E S

TO

N

E G

R A

N

IT

E

LI

M

E S

TO

N

E

LS

1, L S3

G R

A N

IT

E

G

R 1, G R

2, G

R

GRANITE - GR1, GR2

CONCRETE

TYPICAL WORK AT AREAWAYS AND BELOW GRADE STAIR:

MASONRY CLEANING

- LS1 - PROVIDE CLEANING OF GENERAL SOILING AT 100% OF LIMESTONE AT

EXTERIOR FACADES.

- GR1 - PROVIDE CLEANING OF GENERAL SOILING AT 100% OF GRANITE AT EXTERIOR

FACADES.

MASONRY POINTING

- LS3 - PROVIDE POINTING AT ALL MISSING OR DETERIORATED LIMESTONE MORTAR

JOINTS, INCLUDING AT 100% OF CORNICE.

- GR2 - PROVIDE POINTING AT ALL MISSING OR DETERIORATED GRANITE MORTAR

JOINTS, INCLUDING AT 100% OF BASE AND INSIDE OF AREAWAYS AND STAIR #3 TO

BOILER RM.

- GR2 - PROVIDE LEAD JOINT COVERS AT UPWARD FACING JOINTS AT GRANITE (DTL.

8/A-401).

JOINT SEALANTS

- JS1 - PROVIDE NEW SEALANT AT PERIMETER OF ALL CELLAR WINDOWS.

PAINT

- PT1 - PROVIDE NEW PAINT AT ALL EXISTING RAMP, STAIR AND AREAWAY RAILINGS

TO REMAIN.

UTILITIES

- CLEAR AREAWAYS OF DIRT AND DEBRIS.

- REPLACE AREAWAY DRAIN COVER AT ONE LOCATION. CONFIRM LOCATION WITH

RESIDENT ENGINEER.

- NOTE: AS PART OF A SEPARATE CONTRACT, THE OWNER WILL ENGAGE A

CONTRACTOR TO PROVIDE TELEVISED INSPECTION OF DRAIN LINES AND CLEAR

EXISTING STORM/SANITARY SEWER PIPE.

SPECIFIC WORK AT METAL POSTS & RAILINGS (SEE ALSO

SCHEDULE ON THIS SHEET):

- MT1 - PROVIDE NEW PAINTED RAILINGS TO MATCH EXISTING.

- MT2 - PROVIDE NEW PAINTED RAILING POSTS TO MATCH EXISTING.

- MT3 - REMOVE AND RESET EXISTING POSTS & RAILING WITH NEW BASES.

- MT4 - RESET EXISTING GATE AND MAKE OPERABLE.

1 TYPICAL AREAWAY PLAN

SCALE: 3/4" = 1'-0"

0 1' 2'

SCALE: 3/4" = 1'-0"

N/A

ALDEN MADDRY RA

S. ENRIQUEZ / A. PLAVSKINA

S. ENRIQUEZ

ALDEN MADDRY RA

05/01/2022

AREAWAY DETAILS

A-402.00

DISCIPLINE LEAD:

DESIGNER:

DRAFTED BY:

CHECKED BY:

CONTRACT NO.: DATE:

PROJECT TITLE:

ADDRESS:

NO. DATE REVISION

LOT:BLOCK:

DRAWING TITLE:

DRAWING NO.:

SHEETS IN

CONTRACT SET:

SHEET OF

RESERVED FOR PLAN EXAMINER'S STAMPS

00000

TENNIS HOUSE PRESERVATION

1117 01

52 WEST DRIVE, BROOKLYN, NY

11215

CONSULTANTS:

N/A

NYC PARKS PROJECT MANAGER:

2 TYPICAL AREAWAY ELEVATION

SCALE: 3/4" = 1'-0"

3 TYPICAL AREAWAY SECTION

SCALE: 3/4" = 1'-0"

0 1' 2'

SCALE: 3/4" = 1'-0"

0 1' 2'

SCALE: 3/4" = 1'-0"