E 94th Street

BKSK Architects, LLPNew York, NYA firm with an emphasis on Large Scale Developer Driven Residential Architecture

Project: 4 - 8 E 94th Street, Upper East, Conversion of 21,000 SF Institutional Building into a 21,000 SF Apart-ment Complex for 2 Clients

4 - 8 E 94th Street was originally an adoption center. Our Cli-ent purchased the entire building and chose a contractor who recommended BKSK to do the work. 4-8 East 94th Street was a complex project in that there were many approvals required for it to go ahead. Firstly the project is in a Landmark region (preservationist district) which required a mock-up as well as lengthy presentation for our design to be approved. There were 2 clients for this project. There were also 2 architecture firms involved as well, BKSK and Leroy Street Studio. One client oc-cupied the basement - 4th floor. While the other client occupied 5th - 6th Floor. Our firm was involved with designing the exte-rior shell and doing the space for the client occupying the upper floors. With 2 architects involved on one project made the filing process with building department (DOB) very complicated.

Existing: Building is composed of 3 row houses. On top is a mock-up of our proposed penthouse addi-tion which went under review with the NYC Historical Committee, Landmarks.

53

4 - 8 East 94th Street, New York NY

Site Overview

Existing Building on Sanborne Map

C E N T R A L P A R K

Proposed Design on Site Plan

E 9

4 T

H

S T

R E

E T

54

SCALE

:

PROJECT NO.

B K S KA R C H I T E C T S , L L P

2 8 W E S T 2 5 S T R E E T

N E W Y O R K, N Y 1 0 0 1 0

P h 2 1 2 . 8 0 7 . 9 6 0 0

F x 2 1 2 . 8 0 7 . 6 4 0 5

D A T EI S S U E / R E V I S I O N

0625

EXTERIOR ENVELOPE

MACK RESIDENCE &

MOUSSAZADEH RESIDENCE

4 - 8 East 94th Street

New York, NY 10128

PROJECT NAME:

DRAWING TITLE:

DATE:

DRAWING NUMBER:

08/18/08

PRICING SET -

NOT FOR CONSTRUCTION 6/11/08

INTERIOR ARCHITECT:

LEROY STREET STUDIO ARCHITECTURE PC

113 HESTER STREET

NEW YORK, NY 10002

Ph: 212 431 6780

Fx: 212 431 6781

E: [email protected]

MECHANICAL ENGINEER:

HANINGTON ENGINEERING CONSULTANTS

501 FIFTH AVENUE, SUITE 1809

NEW YORK, NY 10017

Ph: 212 338 9801

Fx: 212 338 9802


STRUCTURAL ENGINEER:

ROBERT SILMAN ASSOCIATES

88 UNIVERSITY PLACE

NEW YORK, NY 10003

Ph: 212 620 7970

Fx: 212 620 8157


FRONT ELEVATION

1/4" = 1' - 0"A-400

5th Floor Subfloor

TOP NEW BULKHEAD

EL. + 76' - 2"

4

EL. 0'-0"

FIRST FLR. SUBFLOOR

EL. + 11'- 3.5"

SECOND FLR. SUBFLOOR

EL. + 22' - 10"

THIRD FLR. SUBFLOOR

EL. + 34' - 1 1/2"

FOURTH FLR. SUBFLOOR

EL. + 44' - 11"

FIFTH FLR. SUBFLOOR

EL. + 55' - 6.5"

SIXTH FLR. SUBFLOOR

11

'-3

1/2

"1

1'-

6 1

/2

"1

1'-

3 1

/2

"1

0'-

9 1

/2

"1

0'-

7 1

/2

"

66

'-8

1/2

"

BU

ILD

ING

HEIG

HT: 4

- 8

EA

ST 9

4TH

STREET

11

'-2

"

EL. + 66' - 8.5"

ROOF FLR. SUBFLOOR

10

'-0

"

EL. -10'-0"

CELLAR FLR. SUBFLOOR

9'-

5 1

/2

"

RA

KE A

ND

REPO

INT M

ORTA

R J

OIN

TS


Existing Elevation, Proposed Elevation

Existing Front Facade Facing E 94th StreetProposed Front Facade Facing E 94th Street

Our proposed design is a penthouse which exceeds the zoning height of 60’ - 0”. However Landmarks approved this design under zoning resolution 74-711 which states that a design may be granted a vari-ance in a historic region so long as the new design contributes to the neighborhood.. Our firm in this case would be removing the ugly modern portion (far right in elevation) with a continuous penthouse that is more contextual.

55


Construction Type OverviewUnderstanding the Construction of the building was critical in doing our design intervention. The build-ing needed to be reframed on all floors. What was most critical was how our space (Floor 5, 6 and Roof) were structurally arranged because the rest of the floors would have to carry the loads and resolve down to the foundation level.

Building 4 was composed of composite steel framing (i.e. steel framing with concrete form work). This is an outdated form of construction as steel is fireproofed with spray on concrete.

Building 6 - 8 was framed with steel beams and girders. Originally building was framed with wood.

Image of a typical Bay Window Framing.

New Expanded Backyard

Leroy Street Studio Entrance

BKSK Client Entrance + El-evator to 5th and 6th Floor.

Building 4

Building 6

Building 8

Existing First Floor

Proposed First Floor

UP

DN

UP

DN

REMOVE EXISTING RAILING,PAVERS, STEPS AND WINGWALLSABOVE LEVEL OF REAR YARD

REMOVE EXISTING WINDOWS AND DOORS.REMOVE EXISTING BRICK WALL ABOVE LEVEL OF REAR YARD. REMOVE STONE CAPS, CONCRETE ANDLINTELS.

REMOVE UPPER PORTION OF LOT LINE BRICK WALLS TO ALIGN W/ BOTTOM OF BLUESTONE CAP OF EXISTINGWALLS IN REAR YARD.

REMOVE EXISTING CONCRETESTEPS AND WALLS THAT CONNECT TO LOWER PLATFORM

REMOVE EXISTING LANDINGAND CONCRETE/STONE PLATFORMWITH STUCCO BASE.

REMOVE EXISTING LANDING AND STEPS

REMOVE EXISTING WOOD WINDOWS

REMOVE EXISTING GLASS BLOCK PARTITIONS

REMOVE EXISTING METAL DOOR AND SADDLE, HARDWARE, ETC.BLUESTONE SILSL & LINTELS TO REMAIN. SEE NOTE A

SEE NOTE ASEE NOTE B

SEE NOTE BREMOVE EXISTINGDOORS.

EXISTING PORTION OFSLAB TO BE REMOVEDFOR NEW STAIR. SEE STRUCTURAL DRAWINGS FOR THE FRAMING. SEELSS DRAWINGS FOR INTERIOR DEMOLITION.

SEE NOTE A

SEE NOTE A

REMOVE EXISTING IRON BARS & WOOD WINDOWS,FRAME, EXISTING DOOR. REMOVE PARTITIONS OF BRICK BETWEEN DOOR & WINDOWS.

EXISTING METAL RAILING AND ROOF TO BE REMOVED AND REINSTALLED AFTER NEW PLATFORM DECK IS BUILT.CAREFLLUY REMOVE EXISTING STEEL RAILING/PERGOLAFROM FLOOR TO CEILING. STORE INSIDE & PREPARE FORRESTORATION TO BE REINSTALLED AFTER NEW FLOOR IS COMPLETED. REMOVE EXISTING STONE FLOOR, COVE,SLAB AND FOUNDATION WALL.

EXISTING TREE TO REMAIN.CONSTRUCTION OPERATIONS TO MAINTAIN A 15' MIN. DISTANCEFROM EXISTING TRUNK IN ORDER TO PROTECT ITS ROOTS PROVIDE TEMPORARY.

NOTE C:INTERIOR DEMOLITION AS PERLSS SCOPE OF WORK

SEE STRUCTURAL DRAWINGS FOR NEWFRAMING & FOR RECOMMENDATIONSON TEMPORARY SUPPORT.

REMOVE FLUE

1 BRICK WIDE PORTION OF MASONRYTO BE REMOVED FROM THIS WALL.

NOTE AREMOVE EXISTINGWINDOWSON FRONT WALL

EXISTING COLUMNTO REMAIN

EXISTING COLUMNTO REMAIN (E

9 4

T H

S

T R

E E

T)

EXISTING ELEVATOR SYSTEM TO BE REMOVED.SHAFT TO REMAIN. RELOCATE OPENING FORNEW ELEVATOR.

EXISTING MASONRY FIREPLACE CHIMNEY &FLUES TO BE EVALUATED FOR REUSE ORDEMOLITION

REMOVE EXISTING CONCRETE PATIO, FLOOR DRAINS, PIPES, ETC.

DEMO EXISTING STAIR AND ELEVATOR.

DEMO EXISTING STAIR

PARTY WALL TO BE PROTECTED FROM VIBRATION EFFECTS OF INTERIORDEMOLITION

EXISTING CHIMNEYTO BE REMOVED

SCALE:

PROJECT NO.


2 8 W E S T 2 5 S T R E E T

N E W Y O R K, N Y 1 0 0 1 0

P h 2 1 2 . 8 0 7 . 9 6 0 0

F x 2 1 2 . 8 0 7 . 6 4 0 5


0625

EXTERIOR ENVELOPEMACK RESIDENCE &


4 - 8 East 94th StreetNew York, NY 10128

PROJECT NAME:

DRAWING TITLE:

DATE:

DRAWING NUMBER:

06/09/08

PRICING SET - NOT FOR CONSTRUCTION 6/11/08

INTERIOR ARCHITECT:

LEROY STREET STUDIO ARCHITECTURE PC113 HESTER STREETNEW YORK, NY 10002

Ph: 212 431 6780Fx: 212 431 6781E: [email protected]


HANINGTON ENGINEERING CONSULTANTS501 FIFTH AVENUE, SUITE 1809NEW YORK, NY 10017



ROBERT SILMAN ASSOCIATES88 UNIVERSITY PLACENEW YORK, NY 10003


FIRST FLOOR DEMOLITION PLAN

1/4" = 1' - 0"A-101

DEMO PLAN - FIRST FLOORSCALE: 1/4" = 1' - 0"

1A-101

LEGENDEXISTING TO BE REMOVED

EXISTING TO REMAIN

GENERAL NOTES:

1. Scope of Work: Interior demolition of existing office building throughout.No change to use, egress or occupancy under this application.

2. All work shall conform to the requirements of the New York City Building Code,Fire Department regulations, utility company requirements, and the best tradepractices.

3. Before commencing work, the Contractor shall file all required Certificates ofInsurance with the Department of Buildings, obtain all required permits, and payall fees required by governing New York City Agencies. 4. The Contractor shall verify all existing conditions in the field prior to commencingwork, and shall report any discrepancies between drawings and field conditionsto the Architect.

5. Minor details not usually shown or specified, but necessary for proper construction of any part of the work shall be included as if they were indicated on the drawings.

6. The Contractor shall coordinate all work procedures with requirements of local authorities and building management.

7. The Contractor shall be responsible for the protection of all conditions andmaterials within the proposed construction area. The Contractor shall designand install adequate shoring and bracing for all structural or removal tasks.The Contractor shall have sole responsibility for any damages or injuries causedby or during the execution of the work.

8. The Contractor shall lay out his own work, and shall provide all dimensions forother trades (plumbing, electrical, etc.)

9. Plumbing and electrical work shall be performed by persons licensed in their trades, who shall arrange for and obtain inspections and required sign-offs.

10. 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.

11. All piping and wiring shall be removed to a point of concealment and shall be properly capped or plugged.

SAFETY NOTES:

1. General: All work to be done in accordance with the New York City Building Code,Article 19, and regulations of all other agencies having jurisdiction.

2. Structural: Contractor to provide adequate temporary bracing and shoring wherever any structural work is involved.

3. Fire Safety: All building materials stored at construction area, and/or in any areaof the building are to be secured in a locked area. Access to such areas to becontrolled by Owner and/or General Contractor.

4. Dust Control: Debris, dirt, and dust to be kept to a minimum, and be confinedto the immediate construction area; and be cleaned up and cleared from building periodically to avoid any excessive accumulation.

5. Construction operations will arrange for temporary power.

DEMOLITION NOTES:

1. Contractor shall perform all operations of demolition and removal indicated on the drawings and as may be required by the work. All work shall be done carefully and neatly, in a systematic manner.

2. All existing surfaces and equipment to remain shall be fully protected from damage. The Contractor shall assume full responsibilty for damage andshall make repairs required without additional cost to the Owner.

3. No debris shall be allowed to accumulate on the site. Debris shall be removedby the contractor as the job proceeds. The site shall be left broom clean at the completion of the demolition.

4. No structural elements shall be removed unless portions affected are adequatelysupported by either temporary shoring or new structural elements as requirecd toprotect the stability and integrity of the existing structure.

5. All adjoining property affected by any operations of demolition shall be protectedper the requirements of sub-chapter 19 of the NYC Building Code.

6. Remove or relocate all wiring, plumbing, and mechanical equipment affected byremoval of partitions. Removed pipes and/or lines shall be cut to a point of concealment behind or below finish surfaces, and shall be properly capped orplugged

7. The Contractor shall provide, erect and maintain all temporary barrier and guards, and all temporary shoring and bracing as required by Department ofBuilding rules and regulations.

8. The Contractor shall provide adequate weather protection for the buildingand its contents during the course of the work. All openings in any wall orroof shall be protected from all forms of weather or water penetration.

9. The Contractor shall file all necessary Certificates of Insurance with the Department of Buildings, pay all fees, obtain all permits and provide any and all bonds required by any city agency in order to the work herein described.

New Design would remove 1st Floor portion to create a large backyard. (See Proposed Elevation on next page)

Image of a typical Bay Window Framing.

SCALE:

PROJECT NO.


2 8 W E S T 2 5 S T R E E T

N E W Y O R K, N Y 1 0 0 1 0

P h 2 1 2 . 8 0 7 . 9 6 0 0

F x 2 1 2 . 8 0 7 . 6 4 0 5


0625




PROJECT NAME:

DRAWING TITLE:

DATE:

DRAWING NUMBER:

06/11/08


INTERIOR ARCHITECT:









WEST ELEVATION

1/4" = 1' - 0"A-402

EL. 0'-0"

FIRST FLR. SUBFLOOR

EL. + 11'- 3.5"

SECOND FLR. SUBFLOOR

EL. + 22' - 10"

THIRD FLR. SUBFLOOR

EL. + 34' - 1 1/2"

FOURTH FLR. SUBFLOOR

EL. + 44' - 11"

FIFTH FLR. SUBFLOOR

EL. + 55' - 6.5"

SIXTH FLR. SUBFLOOR

EL. + 66' - 8.5"

ROOF FLR. SUBFLOOR

EL. -10'-0"

15 1112 4 28 16 37 511111314 91016

1112 4 28 16 37 511 91015 11131416

TOP NEW BULKHEAD

EL. + 76' - 2"

C-11

C-10

C-8

C-9

C-17

C-23 C-21

C-16C-22

C-19

C-5

C-1

C-17

C-24

NEW PARAPET ATMECHANICAL SPACEC-18

C-24

C-20

C-21C-20C-22

WEST ELEVATION ALT A1/4" = 1' - 0"

1A-402

C-24 CAVITY WALL ASSEMBLY: 4" BRICK VENEER WITH RIGID INSULATION6" CMU BACK WALL. METAL FURRING TO RECEIVE INTERIOR DRYWALL -REAR ADDITION AT BUILDING 4.

C-23 4 1/2" CAST STONE @ PARAPET IN THE REAR ROOF OF BUILDING6 + 8

C-22 ALUMINUM LOT-LINE DOUBLE HUNG WINDOWS W/ LOW 'E' DOUBLE INSULATEDTEMPERED GLASS, SIMULATED DIVIDED LITES. INSTALL LIMITING HARDWARE INSTAIR WINODWS.

C-22 ALUMINUM LOT-LINE DOUBLE HUNG WINDOWS WITH DOUBLE INSULATED LOW 'E'TEMPERED GLASS. LAYOUT HEIGHT TO MATCH WINDOWS IN REAR (SOUTH)

C-21 ALUMINUM LOT-LINE DOUBLE HUNG WINDOWS WITH DOUBLE INSULATED LOW 'E'TEMPERED GLASS. LAYOUT HEIGHT TO MATCH WINDOWS IN REAR (SOUTH)ELEVATION. PROVIDE BRICK SILL TO MATCH EXISTING.

C-20 REPLACEMENT AND NEW ALUMINUM LOT-LINE DOUBLE HUNG WINDOWS W/ LOW 'E' DOUBLE INSULATED TEMPERED GLASS, SIMULATED DIVIDED LITES. PROVIDE BRICK SILL TO NEW WINDOWS TO MATCH EXISTING.

C-19 6" CAST STONE ABOVE MASONRY PARAPET.

C-18

C-17

C-16 6" CAST STONE COPING AT STAIR/ELEVATOR BULKHEAD.

6" CAST STONE COPING AT END OF TERRACE ONWEST WALL.

C-15

C-14

C-13

C-12

C-11

C-10

C-9

C-8

C-7

C-6

C-5

C-4

WROUGHT IRON HANDRAIL 1 1/2" ANCHOR BARS & 1/2" PICKETS-PAINT FIN (TYPICAL).

20 oz- L.C.C. COPING & CORNICE AT EDGE OF ROOF

6" CAST STONE COPING ABOVE MASONRY WALL.6" CAST STONE COPING ABOVE MASONRY WALL.

20 OZ. LCC DORMER SURROUND INCLUDING PEDESTALS, MOULDINGS & PEDIMENTS

CONSTRUCTION NOTES

C-3

C-2

C-1

CAST STONE PANELS TO MATCH EXISTING IN COMPOSITION, COLOR &TEXTURE.

4" STANDARD BRICK VENEER. COLOR TO BE DETERMINED.

NEW SOLID MAHOGANY WINDOWS & DOORS TO BE INSTALLED IN THIS LEVEL -SEE WINDOW SCHEDULE. DOORS AND WINDOWS FACING E 94TH STREET (FRONT)TO HAVE LOW 'E' - DOUBLE INSULATED - LAMINATED GLASS.

CAST STONE HEADERS TO MATCH EXISTING IN COMPOSITION, COLOR & TEXTURE.

CAST STONE MOULDED CORNICE TO BE INSTALLED AT EDGE OF NEW SLATE& LCC ROOF. COMPOSITION, COLOR & TEXTURE TO MATCH EXISTING.

NEW 1/2" THICK GREY MOTLED SLATE ROOF BY EVERGREEN. PROVIDE UNDERLAYMENT & EXTERIOR SHEATHING ON LIGHT GAUGE METAL FRAMING.

20 OZ. - LCC STANDING SEAM ROOF ABOVE DORMERS.

NEW STAIR & ELEVATOR BULKHEAD W/ BRICK VENEER TO MATCH EXISTING.

EXTEND EXISTING CHIMNEYS TO PROJECT 45" ABOVE TOP OF ROOF PAVERS.PROVIDE CAST STONE CAPS THROUGHOUT.

NEW STAIR BULKHEAD W/ METAL FRAMING & STUCCO FINISH, GLAZED DOOR,& WINDOWS TO BE SOLID MAHOGANY W/ LOW 'E' DOUBLE INSUALTED GLASS.PROVIDE CAST STONE COPING EDGE ATTACHED TO CONCRETE SLAB.

NEW BRONZE CIRCULAR SKYLIGHT W/ SWITCH GLASS. PROVIDE CURB & FLASHING DETAIL AT BULKHEAD ROOF.

NEW MECHANICAL UNITS TO BE INSTALLED. PROVIDE VIBRATION ISOLATORSIN ROOF - AS PER SPECS.

NEW FOUNDATION WALL FOR REAR PORCH SLAB. FOUNDATION AND FOOTINGTO BELOW FROST LINE PER NYC CODE. STONE RISER AND TREADS TO REAR YARD.

ALUMINUM LOT-LINE DOUBLE HUNG WINDOWS W/ LOW 'E' DOUBLE INSULATEDTEMPERED GLASS, SIMULATED DIVIDED LITES. INSTALL LIMITING HARDWARE INSTAIR WINODWS.

ALUMINUM LOT-LINE DOUBLE HUNG WINDOWS WITH DOUBLE INSULATED LOW 'E'TEMPERED GLASS. LAYOUT HEIGHT TO MATCH WINDOWS IN REAR (SOUTH) ALUMINUM LOT-LINE DOUBLE HUNG WINDOWS WITH DOUBLE INSULATED LOW 'E'TEMPERED GLASS. LAYOUT HEIGHT TO MATCH WINDOWS IN REAR (SOUTH)ELEVATION. PROVIDE BRICK SILL TO MATCH EXISTING.

CS-2

CS-1 PATCH CRACKED CAST STONE WITH RESTORATION MORTAR TO MATCH EXISTING ADJACENT CAST STONE IN COLOR AND TEXTURE.

PATCH SPALLED CAST STONE WITH RESTORATION MORTAR TO MATCHEXISTING ADJACENT CAST STONE IN COLOR AND TEXTURE.

CS-3 REMOVE EBEDDED METAL OR OTHER FEATURES, INCLUDING EMBEDDEDANCHORS, FROM CAST STONE AND PATCH HOLE WITH RESTORATION MORTAR TO MATCH EXISTING ADJACENT STONE IN COLOR AND TEXTURE.

CS-3

RESTORATION NOTE, CAST STONE:

CS-4 REMOVE PAINT (INCLUDING GRAFFITI) FROM CAST STONE.

CS-3CS-5 RAKE AND REPOINT CAST STONE MORTAR JOINTS WITH MORTAR TO MATCH EXISTING IN COLOR AND COMPOSITION BASED ON SCIENTIFICANALYSIS.

CS-3CS-5a PROVIDE SEALANT WITH BACKER ROD AT TOP & SIDE JOINTS OF PROJECTING CORNICES AND PARAPET COPING; COLOR TO MATCH ORIGINAL MORTAR COLOR BASED ON SCIENTIFIC ANALYSIS.

CS-3CS-6 REMOVE SEALANT AND ADHESIVE FROM STONE.

CS-3CS-7 CLEAN SEVERE CAST STONE SOILING.

CS-3CS-8 CLEAN CAST STONE RUST STAINING.

CS-3CS-9 CLEAN CAST ORGANIC STAINING.

CS-3S-1CS-3S-1 PATCH CRACKED STONE WITH RESTORATION MORTAR TO MATCH EXISTING ADJACENT STONE IN COLOR AND TEXTURE.

CS-3S-1 PATCH CRACKED STONE WITH RESTORATION MORTAR TO MATCH EXISTING ADJACENT STONE IN COLOR AND TEXTURE.

CS-3S-2

CS-3S-1 REMOVE EMBEDDED METAL OR OTHER FEATURES, INCLUDING EMBEDDED ANCHORS, FROM STONE AND PATCH HOLE WITH RESTORATION MORTARTO MATCH EXISTING ADJACENT STONE IN COLOR AND TEXTURE.

CS-3S-3

RESTORATION NOTE, STONE:

CS-3S-1 REMOVE PAINT (INCLUDING GRAFFI) FROM STONE.CS-3S-4

CS-3S-1 RAKE AND REPOINT STONE MORTAR JOINTS WITH MORTAR TO MATCH EXISTING IN COLOR AND COMPOSITION BASED ON SCIENTIFIC ANALYSIS.

CS-3S-5

CS-3S-1 REMOVE SEALANT AND ADHESIVE FROM STONE.CS-3S-6

CS-3S-1 CLEAN SEVERE STONE SOILING.CS-3S-7

CS-3S-1 CLEAN STONE RUST STAINING.CS-3S-8

CS-3S-1 CLEAN ORGANIC STAINING.CS-3S-9

B-1

RESTORATION NOTE, BRICK:

PATCH CRACKED BRICK WITH RESTORATION MORTAR, OR REPLACE WITHBRICK, TO MATCH EXISTING ADJACENT BRICK IN COLOR AND TEXTURE.

B-2 PATCH SPALLED BRICK WITH RESTORATION MORTAR TO MATCH EXISTINGADJACENT BRICK IN COLOR AND TEXTURE.

B-3 REMOVE EMBEDDED METAL OR OTHER FEATURES, INCLUDING EMBEDDED ANCHORS, FROM BRICK AND PATCH HOLE WITH RESTORATION MORTAR TOMATCH EXISTING ADJACENT BRICK IN COLOR AND TEXTURE.

B-4 REMOVE EMBEDDED NON-MATCHING MORTAR PATCH FROM BRICK AND PATCH VOID WITH RESTORATION MORTAR TO MATCH EXISTING ADJACENT BRICK IN COLOR AND TEXTURE.


B-6 RAKE AND REPOINT OPEN OR NON-MATCHING BRICK MORTAR JOINTS WITHMORTAR TO MATCH EXISTING IN COLOR AND COMPOSITION BASED ON SCIENTIFIC ANALYSIS.

B-7 REMOVE SEALANT AND ADHESIVE FROM BRICK.

B-8 CLEAN SEVERE BRICK SOILING.

B-9 CLEAN BRICK RUSTING STAIN.

B-10 CLEAN BRICK ORGANIC STAINING.

CP-1

RESTORATION NOTE, CEMENT PLASTER:

REMOVE EXISTING CEMENT PLASTER AND PROVIDE NEW CEMENT PLASTERTO MATCH EXISTING IN COLOR AND TEXTURE.

SM-1

RESTORATION NOTE, STANDING SEAMS:

STRAIGHTEN EXISTING STANDING SEAMS.

SM-2 SECURE LEAD-COATED COPPER SEAMS

SM-3 PROVIDE BACKER ROD AND SEALANT AT INTERSECTION OF LCC MASONRY.

TYPICAL RESTORATION NOTES

1. CLEAN ALL CAST STONE MASONRY INCLUDING REMOVAL OF EEFLORESCENCE,ORGANIC STAINING, RUST AND OTHER METAL STAINING AND REMOVAL OF SEVERE SOILING.

2. CLEAN ALL STONE (BLUESTONE) MASONRY INCLUDING REMOVAL OF EFFLORESCENCE, ORGANIC STAINING, RUST AND OTHER METAL STAININGAND REMOVAL OF SEVERE SOILING.

3. CLEAN ALL BRICK MASONRY INCLUDING REMOVAL OF EFFLORESCENCE, ORGANIC STAINING, RUST AND OTHER METAL STAINING AND REMOVAL OFSEVERE SOILING.

4. REMOVE ALL VINES (DEAD AND ALIVE) FROM ALL MASONRY.

5. REMOVE PAINT FROM CAST STONE, STONE AND BRICK MASONRY WHEREINDICATED INCLUDING: A) ADJACENT TO ALL RAILINGS AND GRILLES B) ADJACENT TO ALL WINDOWS AND DOORS

6. REMOVE ALL EXISTING ATTACHED ELEMENTS INCLUDING WIRES AND ASSOCIATED ATTACHMENTS AND OTHER ATTACHMENTS (INCLUDING EMBEDDED ANCHORS) WHERE INDICATED. PATCH MASONRY AT ALL REMOVED ATTACHMENTS AND EMBEDMENTS WITH RESTORATION MORTARTO MATCH ADJACENT MASONRY IN COLOR, TEXTURE AND PERFORMANCECHARACTERISTICS.

7. RAKE AND REPOINT CAST STONE MASONRY JOINTS WHERE INDICATED; MORTAR TO MATCH ORIGINAL BASED ON SCIENTIFIC ANALYSIS. IN ADDITION TO THOSE INDICATED RAKE AND REPOINT 100 SQ. FEET OF JOINTS.

8. RAKE AND REPOINT CAST STONE MASONRY JOINTS WHERE INDICATED; MORTAR TO MATCH ORIGINAL BASED ON SCIENTIFIC ANALYSIS.

9. RAKE AND REPOINT BRICK MASONRY JOINTS WHERE INDICATED; MORTARTO MATCH ORIGINAL BASED ON SCIENTIFIC ANALYSIS. IN ADDITION TO THOSE INDICATED RAKE AND REPOINT 100 SQ. FT. OF JOINTS.

10. PATCH SPALLED AND CRACKED CAST STONE AND STONE MASONRY WITHRESTORATION MORTAR TO MATCH CAST STONE OR STONE IN COLOR,TEXTURE AND PERFORMANCE CHARACTERISTICS.


C-25 4 1/4" BLUESTONE SILL TYP.. TO MATCH EXISTING BUILDING 6 - 8 (TYP.)








C-18

C-17



C-15

C-14

C-13

C-12

C-11

C-10

C-9

C-8

C-7

C-6

C-5

C-4



6" CAST STONE COPING ABOVE MASONRY WALL.6" CAST STONE COPING ABOVE MASONRY WALL.

20 OZ. LCC DORMER SURROUND INCLUDING PEDESTALS, MOULDINGS & PEDIMENTS

CONSTRUCTION NOTES

C-3

C-2

C-1

CAST STONE PANELS TO MATCH EXISTING IN COMPOSITION, COLOR &TEXTURE.

4" STANDARD BRICK VENEER. COLOR TO BE DETERMINED.


CAST STONE HEADERS TO MATCH EXISTING IN COMPOSITION, COLOR & TEXTURE.

CAST STONE MOULDED CORNICE TO BE INSTALLED AT EDGE OF NEW SLATE& LCC ROOF. COMPOSITION, COLOR & TEXTURE TO MATCH EXISTING.

NEW 1/2" THICK GREY MOTLED SLATE ROOF BY EVERGREEN. PROVIDE UNDERLAYMENT & EXTERIOR SHEATHING ON LIGHT GAUGE METAL FRAMING.

20 OZ. - LCC STANDING SEAM ROOF ABOVE DORMERS.






C-31C-44 NEW MOLDED COPING EDGE CAST STONE COPING EDGE TO BEATTACHED TO NEW SLAB.

01. OPEN MORTAR JOINTS UNDER CAST STONE COPINGS.

02. SHIFTED/ CRACKED BRICK, BOWED LINTELS.

03. VERTICAL THERMAL CRACKS IN MASONRY

04. OPEN JOINTS IN BRICK AND CAST STONE MASONRY AT MASONRYAT VARIOUS LOCATIONS.

05. CRACKED CAST STONE MASONRY.

06. SHELF ANGLE DETERIORATION AND ASSOCIATED DISPLACED/CRACKED MASONRY.

07. SHIFTED CAST STONE MASONRY.

08. LOOSE SHEET METAL CAPS.

09. OPEN JOINTS AT SHEET METAL REGLETS.

10. OPEN VERTICAL JOINTS BETWEEN CAST STONE AND BRICKMASONRY.

11. DETERIORATED MORTAR JOINTS AT SILLS.

12. DETERIORATED POINTING MORTAR AT BRICK PARAPETS

13. OPEN STEP CRACKS THROUGHOUT

GENERAL NOTES:

THE RESTORATION OF EXISTING FACADES SHALL INCLUDE BUT NOT LIMITED TO THE REPAIR AND/OR REPLACEMENT OF:


Existing West Elevation, Proposed West Elevation (Facing Central Park)

Expanding the backyard would involve removing the First floorExtension as seen in the existing elevation. The New Penthouse would shorten the height as well to 68’-6” on Building 4 while the existing building has a height of 75’-0”.

Existing Side Elevation, Facing Central Park Proposed Side Elevation Showing Expanded Backyard

57

B K S KB K S K

A R C H I T E C T S L L P

Proposed Fifth Floor Plan

4 - 8 E A S T 9 4 t h S T R E E T

August 19th, 2008Project No. 0639

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

ROOF BELOW

TERRACE

BELOW

RD

RD

CL19R

UP19R

DN

NANNY

BEDROOM 3

CLOSET

LAUNDRY

GUEST SUITE

CLOSET

STAIR HALL

MASTER BEDROOM

HIS BATHHIS CLOSET

HER CLOSET

BEN

CH

OFFICE

BATH

BATH

CLOSET

SHELFSHELF

LINEN

HER BATH

GUEST BEDROOM

BEDROOM 2

SHOWER

UP

BATH

CL.

Storage

NEW PARAPET WALL TO

MATCH EXISTING

NEW CAST STONE COLUMNS

TO MATCH EXISTING

NEW DRAIN

NEW ANGLED

PARAPET WALL

6th Floor Deck Detail


BKSK Penthouse Space : 5th Floor Plan

5th Floor Plan

58

18'-8 1/2"

CL18R

UP19R

DN

ROOF BELOW

TERRACE

BELOW

30'-0"

July 30, 2008Project No. 0639

B K S KB K S K

A R C H I T E C T S L L P

4-8 East 94th Street - 6th Floor

Moussazadeh - Nazarian Residence

TERRACE

FOYER

VESTIBULE

POWDER RM

L I V I N G

DEN

FAMILY RM.

DINING

STAIR

PANTRY

REF/FRZ

UPDN

FIREPLACE

KITCHEN

DUMBWAITER

DW

DW

MW

WD

R/

O

BREAKFAST

CL

NEW ANGLED

PARAPET WALL

NEW ANGLED

PARAPET WALL

NEIGHBOR'S

PARAPET WALL

TO BE REMOVED

NEW PARTY WALL

TO BE 1/2" FROM

PROPERTY LINE

EDGE OF

PARTY WALL

2 1/2" FROM

NEIGHBOR'S

CHIMNEY

LSS FLUE TO BE

BURIED IN

WALL PARTITION


BKSK Penthouse Space: 6th Floor Plan

6th Floor Atrium View

6th Floor Plan

59

STAIR/ELEVATOR

BUILKHEAD

30'-0"

ROOF BELOW

TERRACE

BELOW

Cond. 1 Cond. 2 Cond. 3 Cond. 4

4.5

:12

4.5

:12

4.5

:12

4.5

:12

12:6.5

12:6.5

12:6.5

12:6.5

12:6.5

12:6.5

12:6.5

12:6.5

TERRACE

BELOW

TERRA

CE

BELO

W

Dormer Detail: While the building’s framing is steel, the dormers would be assembled with light gauge steel construction.

Roof Plan


BKSK Penthouse Space: Roof Plan

60


Building 4 Rear Addition

Wall Section: Steel Framing attached to existing composite steel framing

Building 4 Section

While our firm removed the first floor portion of Building 4 which would require an addition to fill the void. The design adheres to the zoning setback of 30’-0” and we created a steel framed addition with a masonry cavity wall that has wide windows which would allow occu-pants to overlook the backyard.

61

First Floor Plan Showing Rear Addition

SCALE:

PROJECT NO.


2 8 W E S T 2 5 S T R E E T

N E W Y O R K, N Y 1 0 0 1 0

P h 2 1 2 . 8 0 7 . 9 6 0 0

F x 2 1 2 . 8 0 7 . 6 4 0 5


0625




PROJECT NAME:

DRAWING TITLE:

DATE:

DRAWING NUMBER:

06/11/08


INTERIOR ARCHITECT:









REAR ELEVATION

1/4" = 1' - 0"A-401

REAR ELEVATION1/4" = 1' - 0"

1A-401

FIRST FLR. SUBFLOOREL. 0'-0"

SECOND FLR. SUBFLOOREL. + 11'- 3.5"

THIRD FLR. SUBFLOOREL. + 22' - 10"

FOURTH FLR. SUBFLOOREL. + 34' - 1 1/2"

FIFTH FLR. SUBFLOOREL. + 44' - 11"

SIXTH FLR. SUBFLOOREL. + 55' - 6.5"

11'-3

1/2

"11

'-6 1

/2"

11'-3

1/2

"10

'-9 1

/2"

10'-7

1/2

"

66'-8

1/2

"

BUIL

DING

HEI

GH

T: 4

- 8

EAST

94T

H ST

REE

T

11'-2

"

ROOF FLR. SUBFLOOREL. + 66' - 8.5"

10'-0

"

FIRST FLR. SUBFLOOREL. -10'-0"

CL

TOP NEW BULKHEADEL. + 76' - 2"

9'-5

1/2

"

PERGOLA AND NEW DOORUNIT TO BECENTERED BETWEENWINDOWS

A B C D E

A B C D E

C-16

C-12

C-10

C-20

C-53

C-52

C-51

C-50

C-49

C-48

C-47

C-46

C-45

C-44

C-43

C-42

C-41

C-40

C-39

C-39

C-38

C-37

C-36

C-21

C-25

C-24

C-27

C-28

C-29

C-30

C-31

C-32

C-33

C-34

C-35

C-18


NEW SOLID MAHOGANY DOUBLE HUNG WINDOWS TO BE INSTALLED IN EXISTINGMASONRY OPENINGS.



CS-2




CS-3











CS-3S-2


CS-3S-3




CS-3S-5





B-1












CP-1



SM-1


















FIRST FLR. SUBFLOOREL. 0'-0"

SECOND FLR. SUBFLOOREL. + 11'- 3.5"

THIRD FLR. SUBFLOOREL. + 22' - 10"

FOURTH FLR. SUBFLOOREL. + 34' - 1 1/2"

FIFTH FLR. SUBFLOOREL. + 44' - 11"

SIXTH FLR. SUBFLOOREL. + 55' - 6.5"

11'-3

1/2

"11

'-6 1

/2"

11'-3

1/2

"10

'-9 1

/2"

10'-7

1/2

"

66'-8

1/2

"

BUIL

DING

HEI

GH

T: 4

- 8

EAST

94T

H ST

REE

T

11'-2

"

ROOF FLR. SUBFLOOREL. + 66' - 8.5"

10'-0

"

FIRST FLR. SUBFLOOREL. -10'-0"

CL

TOP NEW BULKHEADEL. + 76' - 2"

9'-5

1/2

"

PERGOLA AND NEW DOORUNIT TO BECENTERED BETWEENWINDOWS

A B C D E

A B C D E

C-17

C-12

C-10 C-11

C-23

C-26

C-29

C-11

C-44

C-39

C-42

C-11

C-44

C-41

C-43

C-40

C-43

C-40

C-39

C-38

C-37

C-36

C-43

C-25

C-24

C-27

C-28

C-29

C-11

C-31

C-32

C-33

C-34

C-35

C-26

C-18

C-45C-45

C-15

C-14

C-30

C-16

B-6

S-2

BLUESTONE SILL (TYP.) SOUTH ELEVATION

B-4

BLU

ESTO

NE

B-3S-5

TYP.

B-3B-6

CP-1

B-6

B-3SM-3

B-10

BLUESTONE LINTEL (TYP.) SOUTH ELEVATION

B-5

B-3B-6

SM-1

BRIC

K M

ASO

NRY

B-8

WAT

ER T

ABLE

CEM

ENT

PLAS

TER

B-3B-6

TREATEXISTINGLINTELSAND SILLS(TYP.)

B-3

B-3 B-9

B-1

B-4

B-2

B-10

B-2

C-24


NEW SOLID MAHOGANY DOUBLE HUNG WINDOWS TO BE INSTALLED IN EXISTINGMASONRY OPENINGS.



CS-2




CS-3











CS-3S-2


CS-3S-3




CS-3S-5





B-1












CP-1



SM-1


















C-25 4 1/4" BLUESTONE SILL TYP.. TO MATCH EXISTING BUILDING 6 - 8 (TYP.)

C-26 10" BLUESTONE HEADER TO MATCH EXISTING IN BUILDING 6 - 8 (TYP.)


C-27 NEW SOLID MAHOGANY DOUBLE HUNG WINDOWS TO REPLACEEXISTING. DOUBLE HUNG WINDOW BY BUILDING 4 PARTY WALL TOMOVE 2 BRICKS TOWARD THE WEST.

C-28 EXISTING METAL ROOF AND PORCH RAILING TO BE RESTORED ANDRELOCATED 8" TO THE WEST.

C-28 EXISTING METAL ROOF AND PORCH RAILING TO BE RESTORED ANDRELOCATED 8" TO THE WEST.

C-29 NEW SOLID MAHOGANY GLAZED DOORS/DOOR AND SIDE LITES WITH LOW 'E' DOUBLE INSULATED TEMPERED GLASS.

C-30 DUMBWAITER SURROUND TO MATCH STAIR.

C-31 CAST STONE MOLDED FASCIA TO BE INSTALLED AT EDGE OFBALCONY.

C-31 CAST STONE MOLDED FASCIA TO BE INSTALLED AT EDGE OFBALCONY.

C-31C-32 EXISTING MASONRY WALL TO RECEIVE 4" BRICK VENEER TO MATCHREAR YARD WALL. INSTALL BLUESTONE CAP TO MATCH EXISTING.

C-31C-33 SOLID MAHOGANY FOLDING DOORS WITH LOW 'E' DOUBLE INSULATEDTEMPERED GLASS.

C-31C-34 BLUESTONE SILL AND TREAD OF STEP ACCESS TO PATIO.

C-31C-35

C-31C-36 NEW FOUNDATION WALL FOR REAR PORCH SLAB. FOUNDATION AND FOOTINGTO BELOW FROST LINE PER NYC CODE. STONE RISER AND TREADS TO REAR YARD.

C-31C-37 STONE PAVING OVER NEW CONCRETE SLAB.

C-31C-38 EXISTING BLUESTONE SILL TO REMAIN.

C-31C-39 NEW SOLID MAHOGANY DOUBLE HUNG WINDOWS TO BE INSTALLED IN EXISTINGMASONRY OPENINGS.

C-31C-40 EXISTING SILL TO BE RESTORED.

C-31C-41 EXISTING STONE HEADER TO REMAIN/RESTORE AS PER SPECS.C-31C-41 EXISTING STONE HEADER TO REMAIN/RESTORE AS PER SPECS.

C-31C-42 NEW SOLID MAHOGANY FRENCH DOOR AND SIDE LITES. M.O. TO ALIGN W/ WINDOWS ABOVE. PROVIDE BLUESTONE SUBSILL AND HEADER.

C-31C-43 NEW SOLID MAHOGANY DOUBLE HUNG WINDOWS W/ LOW 'E' DOUBLE INSULATED GLASS. TYPICAL LITE PATTERN, SEE SCHEDULE.

C-31C-44 NEW MOLDED COPING EDGE CAST STONE COPING EDGE TO BEATTACHED TO NEW SLAB.







C-18

C-17



C-15

C-14

C-13

C-12

C-11

C-10








EXISTING ORNAMENTAL IRON RAILINING TO BE REMOVED, RESTOREDAND REINSTALLED.

01. OPEN MORTAR JOINTS UNDER CAST STONE COPINGS.

02. SHIFTED/ CRACKED BRICK, BOWED LINTELS.

03. VERTICAL THERMAL CRACKS IN MASONRY

04. OPEN JOINTS IN BRICK AND CAST STONE MASONRY AT MASONRYAT VARIOUS LOCATIONS.

05. CRACKED CAST STONE MASONRY.

06. SHELF ANGLE DETERIORATION AND ASSOCIATED DISPLACED/CRACKED MASONRY.

07. SHIFTED CAST STONE MASONRY.

08. LOOSE SHEET METAL CAPS.

09. OPEN JOINTS AT SHEET METAL REGLETS.

10. OPEN VERTICAL JOINTS BETWEEN CAST STONE AND BRICKMASONRY.

11. DETERIORATED MORTAR JOINTS AT SILLS.

12. DETERIORATED POINTING MORTAR AT BRICK PARAPETS

13. OPEN STEP CRACKS THROUGHOUT

GENERAL NOTES:

THE RESTORATION OF EXISTING FACADES SHALL INCLUDE BUT NOT LIMITED TO THE REPAIR AND/OR REPLACEMENT OF:

CONSTRUCTION NOTES

C-1 CAST STONE PANELS TO MATCH EXISTING IN COMPOSITION, COLOR &TEXTURE.

WINDOW TYPES & CONFIGURATIONS

TYPE -18

TYPE 18

M.O. 3'-9"

3'-9"

7 7/

8"M

.O. 5

'-1 1

/2"

SCALE:

PROJECT NO.


2 8 W E S T 2 5 S T R E E T

N E W Y O R K, N Y 1 0 0 1 0

P h 2 1 2 . 8 0 7 . 9 6 0 0

F x 2 1 2 . 8 0 7 . 6 4 0 5


0625




PROJECT NAME:

DRAWING TITLE:

DATE:

DRAWING NUMBER:

06/11/08


INTERIOR ARCHITECT:









M.O. 12'-9 1/2"

M.O

. 7'-8

5/8

"

TYPE 20

M.O.

M.O. 11'-1 7/8"

M.O

. 8'-2

7/8

"

TYPE 21

15'-1 1/4"

M.O. 15'-1"

M.O

. 8'-7

7/8

"

TYPE 22

12'-11 1/2"

M.O. 12'-11 1/2"

M.O

. 6'-1

1 1/

4"

TYPE 23

12'-6 7/8"

M.O. 12'-11 1/2"

M.O

. 6'-3

3/8

"

TYPE 24

M.O. 15'-1 1/4"

M.O

. 9'-4

1/4

"

TYPE 19

M.O. 5'-1 3/4"

M.O

. 8'-2

1/4

"

TYPE 25

M.O. 12'-11"

M.O

. 8'-2

1/4

"

TYPE 26

M.O. 3'-8"

M.O

. 8'-2

1/4

"

TYPE 27

M.O. 5'-6 5/8"

M.O

. 8'-2

1/4

"

TYPE 28

WINDOW SCHEDULEAND TYPES

A-7011/2"=1'-0"

TYPICAL WOODWINDOW PROFILE

3/4"

SCALE 3"=1'-0"

TYPICAL METALWINDOW PROFILE

3/4"

SCALE 3"=1'-0"


TYPE -18

TYPE 18

M.O. 3'-9"

3'-9"

7 7/

8"M

.O. 5

'-1 1

/2"

SCALE:

PROJECT NO.


2 8 W E S T 2 5 S T R E E T

N E W Y O R K, N Y 1 0 0 1 0

P h 2 1 2 . 8 0 7 . 9 6 0 0

F x 2 1 2 . 8 0 7 . 6 4 0 5


0625




PROJECT NAME:

DRAWING TITLE:

DATE:

DRAWING NUMBER:

06/11/08


INTERIOR ARCHITECT:









M.O. 12'-9 1/2"

M.O

. 7'-8

5/8

"

TYPE 20

M.O.

M.O. 11'-1 7/8"

M.O

. 8'-2

7/8

"

TYPE 21

15'-1 1/4"

M.O. 15'-1"

M.O

. 8'-7

7/8

"

TYPE 22

12'-11 1/2"

M.O. 12'-11 1/2"

M.O

. 6'-1

1 1/

4"

TYPE 23

12'-6 7/8"

M.O. 12'-11 1/2"

M.O

. 6'-3

3/8

"

TYPE 24

M.O. 15'-1 1/4"

M.O

. 9'-4

1/4

"

TYPE 19

M.O. 5'-1 3/4"

M.O

. 8'-2

1/4

"

TYPE 25

M.O. 12'-11"

M.O

. 8'-2

1/4

"

TYPE 26

M.O. 3'-8"

M.O

. 8'-2

1/4

"

TYPE 27

M.O. 5'-6 5/8"

M.O

. 8'-2

1/4

"

TYPE 28


A-7011/2"=1'-0"


3/4"

SCALE 3"=1'-0"


3/4"

SCALE 3"=1'-0"


TYPE -18

TYPE 18

M.O. 3'-9"

3'-9"

7 7/

8"M

.O. 5

'-1 1

/2"

SCALE:

PROJECT NO.


2 8 W E S T 2 5 S T R E E T

N E W Y O R K, N Y 1 0 0 1 0

P h 2 1 2 . 8 0 7 . 9 6 0 0

F x 2 1 2 . 8 0 7 . 6 4 0 5


0625




PROJECT NAME:

DRAWING TITLE:

DATE:

DRAWING NUMBER:

06/11/08


INTERIOR ARCHITECT:









M.O. 12'-9 1/2"

M.O

. 7'-8

5/8

"

TYPE 20

M.O.

M.O. 11'-1 7/8"

M.O

. 8'-2

7/8

"

TYPE 21

15'-1 1/4"

M.O. 15'-1"

M.O

. 8'-7

7/8

"

TYPE 22

12'-11 1/2"

M.O. 12'-11 1/2"

M.O

. 6'-1

1 1/

4"

TYPE 23

12'-6 7/8"

M.O. 12'-11 1/2"

M.O

. 6'-3

3/8

"

TYPE 24

M.O. 15'-1 1/4"

M.O

. 9'-4

1/4

"

TYPE 19

M.O. 5'-1 3/4"

M.O

. 8'-2

1/4

"

TYPE 25

M.O. 12'-11"

M.O

. 8'-2

1/4

"

TYPE 26

M.O. 3'-8"

M.O

. 8'-2

1/4

"

TYPE 27

M.O. 5'-6 5/8"

M.O

. 8'-2

1/4

"TYPE 28


A-7011/2"=1'-0"


3/4"

SCALE 3"=1'-0"


3/4"

SCALE 3"=1'-0"

4-8 EAST 94th STREETNEW YORK, NEW YORK B K S K

A R C H I T E C T S , L L P

L.P.C. REVISION 09.27.07

L.P.C. HEARING 09.11.07

L.P.C. FILING 08.31.07

EXISTING REAR ELEVATION

EXISTING & PROPOSED REAR ELEVATIONS11

PROPOSED REAR ELEVATIONExisting Rear Elevation

Proposed Rear Elevation Typical Window Grouping, Building 4


Rear Elevation/Partial Window Schedule

Nana Wall Door, Building 4 Typical Window Detail

62

E 94th Street

Documents

Transcript of E 94th Street