BKSK Architects, LLP New York, NY
A 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 Apartment Complex for 2 Clients
Existing: Building is composed of 3 row houses. On top is a mock-up of our proposed penthouse addition which went under review with the NYC Historical Committee, Landmarks.
4 - 8 E 94th Street was originally an adoption center. Our Client 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 occupied the basement - 4th floor. While the other client occupied 5th - 6th Floor. Our firm was involved with designing the exterior 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. 53
4 - 8 East 94th Street, New York NY Site Overview PAR K
E 9 4T H
STREET
CENTRAL
Proposed Design on Site Plan
Existing Building on Sanborne Map
54
4 - 8 East 94th Street, New York NY Existing Elevation, Proposed Elevation 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 variance 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.
TOP NEW BULKHEAD
9'-5 1/2"
EL. + 76' - 2"
ROOF FLR. SUBFLOOR
11'-2"
EL. + 66' - 8.5"
SIXTH FLR. SUBFLOOR
10'-7 1/2"
EL. + 55' - 6.5"
FIFTH FLR. SUBFLOOR 5th Floor Subfloor
66'-8 1/2"
FOURTH FLR. SUBFLOOR
11'-3 1/2"
EL. + 34' - 1 1/2"
BUILDING HEIGHT: 4 - 8 EAST 94TH STREET
10'-9 1/2"
EL. + 44' - 11"
THIRD FLR. SUBFLOOR
11'-6 1/2"
EL. + 22' - 10"
EL. + 11'- 3.5"
11'-3 1/2"
4
RAKE AND REPOINT MORTAR JOINTS
SECOND FLR. SUBFLOOR
FIRST FLR. SUBFLOOR EL. 0'-0"
Proposed Front Facade Facing E 94th Street
10'-0"
Existing Front Facade Facing E 94th Street
CELLAR FLR. SUBFLOOR EL. -10'-0"
55
4 - 8 East 94th Street, New York NY Construction Type Overview Understanding the Construction of the building was critical in doing our design intervention. The building 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. New Design would remove 1st Floor portion to create a large backyard. (See Proposed Elevation on next page) EXISTING ELEVATOR SYSTEM TO BE REMOVED. SHAFT TO REMAIN. RELOCATE OPENING FOR NEW ELEVATOR.
REMOVE UPPER PORTION OF LOT LINE BRICK WALLS TO ALIGN W/ BOTTOM OF BLUESTONE CAP OF EXISTING WALLS IN REAR YARD.
UP
DN
EXISTING CHIMNEY TO BE REMOVED
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 4
NOTE A REMOVE EXISTING WINDOWS ON FRONT WALL
EXISTING PORTION OF SLAB TO BE REMOVED FOR NEW STAIR. SEE STRUCTURAL DRAWINGS FOR THE FRAMING. SEE LSS DRAWINGS FOR INTERIOR DEMOLITION.
REMOVE EXISTING WINDOWS AND DOORS. REMOVE EXISTING BRICK WALL ABOVE LEVEL OF REAR YARD. REMOVE STONE CAPS, CONCRETE AND LINTELS. DEMO EXISTING STAIR
SEE NOTE A
REMOVE EXISTING IRON BARS & WOOD WINDOWS, FRAME, EXISTING DOOR. REMOVE PARTITIONS OF BRICK BETWEEN DOOR & WINDOWS.
SEE NOTE A
EXISTING METAL RAILING AND ROOF TO BE REMOVED AND REINSTALLED AFTER NEW PLATFORM DECK IS BUILT. CAREFLLUY REMOVE EXISTING STEEL RAILING/PERGOLA FROM FLOOR TO CEILING. STORE INSIDE & PREPARE FOR RESTORATION TO BE REINSTALLED AFTER NEW FLOOR IS COMPLETED. REMOVE EXISTING STONE FLOOR, COVE, SLAB AND FOUNDATION WALL.
REMOVE EXISTING RAILING, PAVERS, STEPS AND WINGWALLS ABOVE LEVEL OF REAR YARD
REMOVE EXISTING CONCRETE STEPS AND WALLS THAT CONNECT TO LOWER PLATFORM
(E 9 4 T H S T R E E T)
1 BRICK WIDE PORTION OF MASONRY TO BE REMOVED FROM THIS WALL.
NOTE C: INTERIOR DEMOLITION AS PER LSS SCOPE OF WORK
SEE NOTE B REMOVE EXISTING DOORS.
EXISTING MASONRY FIREPLACE CHIMNEY & FLUES TO BE EVALUATED FOR REUSE OR DEMOLITION
EXISTING COLUMN TO REMAIN
Building 6 PRICING SET NOT FOR CONSTRUCTION
6/11/08
ISSUE/REVISION
DATE
INTERIOR ARCHITECT: LEROY STREET STUDIO ARCHITECTURE PC 113 HESTER STREET NEW YORK, NY 10002
REMOVE EXISTING LANDING AND CONCRETE/STONE PLATFORM WITH STUCCO BASE.
Ph: 212 431 6780 Fx: 212 431 6781 E: info@leroystreetstudio.com SEE NOTE B
REMOVE EXISTING CONCRETE PATIO, FLOOR DRAINS, PIPES, ETC.
SEE NOTE A
STRUCTURAL ENGINEER:
Building 8
DN
ROBERT SILMAN ASSOCIATES 88 UNIVERSITY PLACE NEW YORK, NY 10003
EXISTING TREE TO REMAIN. CONSTRUCTION OPERATIONS TO MAINTAIN A 15' MIN. DISTANCE FROM EXISTING TRUNK IN ORDER TO PROTECT ITS ROOTS PROVIDE TEMPORARY.
Ph: 212 620 7970 Fx: 212 620 8157 E: e.pendleton@silman.com
REMOVE EXISTING WOOD WINDOWS
MECHANICAL ENGINEER:
UP PARTY WALL TO BE PROTECTED FROM VIBRATION EFFECTS OF INTERIOR DEMOLITION
1 A-101
DEMO PLAN - FIRST FLOOR SCALE: 1/4" = 1' - 0"
SEE NOTE A
EXISTING COLUMN TO REMAIN
SEE STRUCTURAL DRAWINGS FOR NEW FRAMING & FOR RECOMMENDATIONS ON TEMPORARY SUPPORT. REMOVE FLUE
GENERAL NOTES:
DEMOLITION NOTES:
1. Scope of Work: Interior demolition of existing office building throughout. No change to use, egress or occupancy under this application.
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 work shall conform to the requirements of the New York City Building Code, Fire Department regulations, utility company requirements, and the best trade practices.
Ph: 212 338 9801 Fx: 212 338 9802 E: haneng@optonline.net
DEMO EXISTING STAIR AND ELEVATOR.
REMOVE EXISTING METAL DOOR AND SADDLE, HARDWARE, ETC. BLUESTONE SILSL & LINTELS TO REMAIN.
Existing First Floor
HANINGTON ENGINEERING CONSULTANTS 501 FIFTH AVENUE, SUITE 1809 NEW YORK, NY 10017
REMOVE EXISTING GLASS BLOCK PARTITIONS
REMOVE EXISTING LANDING AND STEPS
2. All existing surfaces and equipment to remain shall be fully protected from damage. The Contractor shall assume full responsibilty for damage and shall make repairs required without additional cost to the Owner.
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.
BKSK
2. Structural: Contractor to provide adequate temporary bracing and shoring wherever any structural work is involved.
A R C H I T E C T S, L L P
New Expanded Backyard
3. Before commencing work, the Contractor shall file all required Certificates of Insurance with the Department of Buildings, obtain all required permits, and pay all fees required by governing New York City Agencies.
4. 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. 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 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 damages or injuries caused by or during the execution of the work. 8. The Contractor shall lay out his own work, and shall provide all dimensions for other 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.
3. No debris shall be allowed to accumulate on the site. Debris shall be removed by 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 adequately supported by either temporary shoring or new structural elements as requirecd to protect the stability and integrity of the existing structure.
3. Fire Safety: All building materials stored at construction area, and/or in any area of the building are to be secured in a locked area. Access to such areas to be controlled by Owner and/or General Contractor.
4. Dust Control: Debris, dirt, and dust to be kept to a minimum, and be confined to the immediate construction area; and be cleaned up and cleared from building periodically to avoid any excessive accumulation.
7. The Contractor shall provide, erect and maintain all temporary barrier and guards, and all temporary shoring and bracing as required by Department of Building rules and regulations.
212.807.9600 212.807.6405
4 - 8 East 94th Street New York, NY 10128
5. Construction operations will arrange for temporary power.
6. Remove or relocate all wiring, plumbing, and mechanical equipment affected by removal 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 or plugged
8. The Contractor shall provide adequate weather protection for the building and its contents during the course of the work. All openings in any wall or roof shall be protected from all forms of weather or water penetration.
N E W Y O R K, N Y 1 0 0 1 0
Fx
EXTERIOR ENVELOPE MACK RESIDENCE & MOUSSAZADEH RESIDENCE
5. All adjoining property affected by any operations of demolition shall be protected per the requirements of sub-chapter 19 of the NYC Building Code.
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.
28 WEST 25 STREET
Ph
PROJECT NAME:
DRAWING TITLE:
FIRST FLOOR DEMOLITION PLAN
LEGEND EXISTING TO BE REMOVED EXISTING TO REMAIN
DRAWING NUMBER: DATE: SCALE:
06/09/08 1/4" = 1' - 0"
PROJECT NO.
0625
A-101
BKSK Client Entrance + Elevator to 5th and 6th Floor.
Building 6 - 8 was framed with steel beams and girders. Originally building was framed with wood.
Leroy Street Studio Entrance Image of a typical Bay Window Framing.
Proposed First Floor
4 - 8 East 94th Street, New York NY Existing West Elevation, Proposed West Elevation (Facing Central Park) Expanding the backyard would involve removing the First floor Extension 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”.
16
15
14
131
121
11
10
8
9
7
6
5
C-22
4
C-16
3
NEW PARAPET AT MECHANICAL SPACE
C-18 C-23
EL. + 76' - 2"
1
2
C-21
CONSTRUCTION NOTES C-1
CAST STONE PANELS TO MATCH EXISTING IN CO TEXTURE.
C-2
4" STANDARD BRICK VENEER. COLOR TO BE DET
C-3
NEW NEW SOLID SOLID MAHOGANY MAHOGANY WINDOWS WINDOWS & & DOORS DOORS TO TO SEE SEE WINDOW WINDOW SCHEDULE. SCHEDULE. DOORS DOORS AND AND WINDOW WINDOW
TO TO HAVE HAVE LOW LOW 'E' 'E' -- DOUBLE DOUBLE INSULATED INSULATED -- LAMINA LAMINA
TOP NEW BULKHEAD
C-19
C-24
C-11 C-10 C-8
EL. + 66' - 8.5" ROOF FLR. SUBFLOOR C-9
C-17 C-5
C-4
CAST STONE HEADERS TO MATCH EXISTING IN C TEXTURE.
C-5
CAST STONE MOULDED CORNICE TO BE INSTALL & LCC ROOF. COMPOSITION, COLOR & TEXTURE
C-6
NEW 1/2" THICK GREY MOTLED SLATE ROOF BY E UNDERLAYMENT & EXTERIOR SHEATHING ON LIG
C-7
20 OZ. LCC DORMER SURROUND INCLUDING PED PEDIMENTS
C-8
20 OZ. - LCC STANDING SEAM ROOF ABOVE DORM
C-9
6" CAST STONE COPING ABOVE MASONRY WALL.
C-10
20 oz- L.C.C. COPING & CORNICE AT EDGE OF RO
C-11
WROUGHT IRON HANDRAIL 1 1/2" ANCHOR BARS PAINT FIN (TYPICAL).
C-12
NEW STAIR & ELEVATOR BULKHEAD W/ BRICK V
C-13
EXTEND EXISTING CHIMNEYS TO PROJECT 45" AB PROVIDE CAST STONE CAPS THROUGHOUT.
C-14
NEW STAIR BULKHEAD W/ METAL FRAMING & ST & WINDOWS TO BE SOLID MAHOGANY W/ LOW 'E PROVIDE CAST STONE COPING EDGE ATTACHED
C-15
NEW BRONZE CIRCULAR SKYLIGHT W/ SWITCH G FLASHING DETAIL AT BULKHEAD ROOF.
C-1
EL. + 55' - 6.5" SIXTH FLR. SUBFLOOR
C-17
C-16
6" CAST STONE COPING AT STAIR/ELEVATOR BUL
C-17
6" CAST STONE COPING AT END OF TERRACE ON WEST WALL.
C-18
NEW MECHANICAL UNITS TO BE INSTALLED. PR IN ROOF - AS PER SPECS.
C-19
6" CAST STONE ABOVE MASONRY PARAPET.
C-20
REPLACEMENT AND NEW ALUMINUM LOT-LINE D LOW 'E' DOUBLE INSULATED TEMPERED GLASS, PROVIDE BRICK SILL TO NEW WINDOWS TO MAT
C-21 C-22
ALUMINUM ALUMINUM LOT-LINE LOT-LINE DOUBLE DOUBLE HUNG HUNG WINDOWS WINDOWS W W TEMPERED TEMPERED GLASS. GLASS. LAYOUT LAYOUT HEIGHT HEIGHT TO TO MATCH MATCH ELEVATION. EX ELEVATION. PROVIDE PROVIDE BRICK BRICK SILL SILL TO TO MATCH MATCH EXI EX
C-22
ALUMINUM ALUMINUM LOT-LINE LOT-LINE DOUBLE DOUBLE HUNG HUNG WINDOWS WINDOWS W W TEMPERED TEMPERED GLASS, GLASS, SIMULATED SIMULATED DIVIDED DIVIDED LITES. LITES. STAIR STAIR WINODWS. WINODWS.
C-23
4 1/2" CAST STONE @ PARAPET IN THE REAR RO 6+8
C-24 C-31 C-44
CAVITY WALL ASSEMBLY: 4" BRICK VENEER WIT NEW MOLDED COPING EDGE CAST STONE COPIN 6" CMU BACK METAL FURRING TO RECEIV ATTACHED TOWALL. NEW SLAB. REAR ADDITION AT BUILDING 4.
C-25
4 1/4" BLUESTONE SILL TYP.. TO MATCH EXISTIN BUILDING 6 - 8 (TYP.)
EL. + 44' - 11" FIFTH FLR. SUBFLOOR
EL. + 34' - 1 1/2"
GENERAL NOTES:
C-24
FOURTH FLR. SUBFLOOR
THE RESTORATION OF EXISTING FACADES SHALL INCLUD LIMITED TO THE REPAIR AND/OR REPLACEMENT OF: 01. C-22
C-20
C-21
C-20
EL. + 22' - 10" THIRD FLR. SUBFLOOR
OPEN MORTAR JOINTS UNDER CAST STONE COP
02.
SHIFTED/ CRACKED BRICK, BOWED LINTELS.
03.
VERTICAL THERMAL CRACKS IN MASONRY
04.
OPEN JOINTS IN BRICK AND CAST STONE MASON AT VARIOUS LOCATIONS.
05.
CRACKED CAST STONE MASONRY.
06.
SHELF ANGLE DETERIORATION AND ASSOCIATED 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 MASONRY.
11.
DETERIORATED MORTAR JOINTS AT SILLS.
12.
DETERIORATED POINTING MORTAR AT BRICK PA
13.
OPEN STEP CRACKS THROUGHOUT NEW FOUNDATION WALL FOR REAR PORCH SLAB TO BELOW FROST LINE PER NYC CODE. STONE R
EL. + 11'- 3.5" SECOND FLR. SUBFLOOR
EL. 0'-0" FIRST FLR. SUBFLOOR
16
Existing Side Elevation, Facing Central Park
15
14
131
121
11
10
9
8
7
6
5
4
3
2
1
1 A-402
Proposed Side Elevation Showing Expanded Backyard EL. -10'-0"
57
WEST ELEVATION ALT A 1/4" = 1' - 0"
4 - 8 East 94th Street, New York NY BKSK Penthouse Space : 5th Floor Plan
CLOSET NEW ANGLED PARAPET WALL
BATH
NANNY CL
BEDROOM 3 19R DN
CLOSET
19R UP
GUEST BEDROOM CL.
NEW PARAPET WALL TO MATCH EXISTING
GUEST SUITE RD
LAUNDRY BATH
CLOSET
LINEN NEW DRAIN
NEW CAST STONE COLUMNS TO MATCH EXISTING
STAIR HALL OFFICE UP
BEDROOM 2
ROOF BELOW
BATH Storage
SHELF
SHELF
HER BATH HER CLOSET
BENCH
MASTER BEDROOM
SHOWER
TERRACE BELOW
HIS CLOSET
HIS BATH
RD
5th Floor Plan 4 - 8 EAST 94th STREET Proposed Fifth Floor Plan
August 19th, 2008 Project No. 0639 Scale: 1/4" = 1'-0"
BKSK BKSK A R C HI TEC T S
L L P
6th Floor Deck Detail
58
4 - 8 East 94th Street, New York NY BKSK Penthouse Space: 6th Floor Plan NEW ANGLED PARAPET WALL
POWDER RM FIREPLACE
VESTIBULE LIVING
CL
19R DN
18R UP
FOYER
DINING
ROOF BELOW
TERRACE
DEN
DN
UP
STAIR
30'-0"
18'-8 1/2"
MW DUMBWAITER
REF/FRZ
WD
PANTRY
FAMILY RM. KITCHEN BREAKFAST TERRACE BELOW
DW DW LSS FLUE TO BE BURIED IN WALL PARTITION
NEW PARTY WALL TO BE 1/2" FROM PROPERTY LINE
R/ O
C L
EDGE OF PARTY WALL 2 1/2" FROM NEIGHBOR'S CHIMNEY
NEIGHBOR'S PARAPET WALL TO BE REMOVED
NEW ANGLED PARAPET WALL
6th Floor Plan Moussazadeh - Nazarian Residence
July 30, 2008 Project No. 0639
4-8 East 94th Street - 6th Floor
BKSK BKSK A R CH I TE C TS
L LP
6th Floor Atrium View
59
4 - 8 East 94th Street, New York NY BKSK Penthouse Space: Roof Plan 12:6.5
Cond. 1
Cond. 2
Cond. 3
4.5:124.5:12
12:6.5
Cond. 4
12:6.5
4.5:124.5:12
STAIR/ELEVATOR BUILKHEAD
30'-0"
12:6.5
ROOF BELOW
TERRACE BELOW
12:6.5
12:6.5 TERRACE BELOW
12:6.5
TERRACE BELOW
12:6.5
Roof Plan
60
Dormer Detail: While the building’s framing is steel, the dormers would be assembled with light gauge steel construction.
4 - 8 East 94th Street, New York NY Building 4 Rear Addition 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 occupants to overlook the backyard.
First Floor Plan Showing Rear Addition
Wall Section: Steel Framing attached to existing composite steel framing
Building 4 Section
61
M.O. 8'-2 7/8"
M.O. 7'-8 5/8"
M.O. 9'-4 1/4"
7 7/8"
3'-9"
TYPE -18 New York NY 4 - 8 East 94th Street,
Rear Elevation/Partial Window Schedule
PRICING S NOT FOR C
M.O.
TYPE 22 12'-6 7/8"
ISSUE/
INTERIOR
TYPE 23
M.O. 15'-1"
LEROY ST 113 HEST NEW YOR
TYPE 24
NEW STAIR & ELEVATOR BULKHEAD W/ BRICK VENEER TO MATCH EXISTING.
CS-2
PATCH SPALLED CAST STONE WITH RESTORATION MORTAR TO MATCH EXISTING ADJACENT CAST STONE IN COLOR AND TEXTURE.
NEW SOLID MAHOGANY WINDOWS & DOORS TO BE INSTALLED IN PAVERS. THIS LEVEL EXTEND EXISTING CHIMNEYS TO PROJECT 45" ABOVE TOP OF ROOF SEE WINDOW AND WINDOWS FACING E 94TH STREET (FRONT) PROVIDE CAST SCHEDULE. STONE CAPSDOORS THROUGHOUT. TO HAVE LOW 'E' - DOUBLE INSULATED - LAMINATED GLASS. 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.
CS-3
REMOVE EBEDDED METAL OR OTHER FEATURES, INCLUDING EMBEDDED ANCHORS, FROM CAST STONE AND PATCH HOLE WITH RESTORATION MORTAR TO MATCH EXISTING ADJACENT STONE IN COLOR AND TEXTURE.
CS-3 CS-4
REMOVE PAINT (INCLUDING GRAFFITI) FROM CAST STONE.
CS-5 CS-3
NEW BRONZE CIRCULAR SKYLIGHT W/ SWITCH GLASS. PROVIDE CURB & FLASHING DETAIL AT BULKHEAD ROOF.
RAKE AND REPOINT CAST STONE MORTAR JOINTS WITH MORTAR TO MATCH EXISTING IN COLOR AND COMPOSITION BASED ON SCIENTIFIC ANALYSIS.
CS-5a CS-3
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-6 CS-3
REMOVE SEALANT AND ADHESIVE FROM STONE.
C-53 C-11
9'-5 1/2"
C-45
C-52 C-23
C-15 C-16
6" CAST STONE COPING AT STAIR/ELEVATOR BULKHEAD.
C-51 C-26
WINDOW TYPES & CONFIGURATIONS WINDOW TYPES & CONFIGURATIONS C-50 C-29
11'-2"
C-21 C-43 C-49 C-11
M.O. 3'-9"
C-24
TYPE 25
B-10
C-24
BLUESTONE SILL (TYP.) SOUTH ELEVATION EL. + 44' - 11" FIFTH FLR. SUBFLOOR
C-27
M.O. 9'-4 1/4"
TYPE -18
EL. + 34' - 1 1/2" FOURTH FLR. SUBFLOOR
TYPE -18 B-10 C-43 C-41
SM-3 B-3
11'-3 1/2"
B-2 B-8
C-42 C-43
66'-8 1/2"
C-44
BUILDING HEIGHT: 4 - 8 EAST 94TH STREET
10'-9 1/2"
C-45 C-11
7 7/8"
3'-9"
M.O. 8'-2 1/4"
7 7/8"
BRICK MASONRY
M.O. 8'-2 1/4"
3'-9" B-6 B-3
TYPE 27
4 1/4" BLUESTONE SILL TYP.. TO MATCH EXISTING BUILDING 6 - 8 (TYP.) M.O. 3'-8"
C-28
B-6 B-3
TYPE 22
C-30 C-11
M.O. PATCH CRACKED BRICK WITH RESTORATION MORTAR, OR REPLACE WITH BRICK, TO MATCH EXISTING ADJACENT BRICK IN COLOR AND TEXTURE.
C-28
EXISTING METAL ROOF AND PORCH RAILING TO BE RESTORED AND RELOCATED 8" TO THE WEST. ALUMINUM LOT-LINE DOUBLE HUNG WINDOWS WITH DOUBLE INSULATED LOW 'E' NEW SOLID MAHOGANY GLAZED DOORS/DOOR AND SIDE LITES TEMPERED GLASS. LAYOUT HEIGHT TO MATCH WINDOWS IN REAR (SOUTH) WITH LOW 'E' PROVIDE DOUBLE INSULATED ELEVATION. BRICK SILLTEMPERED TO MATCH GLASS. EXISTING.
B-2
PATCH SPALLED BRICK WITH RESTORATION MORTAR TO MATCH EXISTING ADJACENT BRICK IN COLOR AND TEXTURE.
B-3
REMOVE EMBEDDED METAL OR OTHER FEATURES, INCLUDING EMBEDDED ANCHORS, FROM BRICK AND PATCH HOLE WITH RESTORATION MORTAR TO MATCH EXISTING ADJACENT BRICK IN COLOR AND TEXTURE.
DUMBWAITER SURROUND TO MATCH ALUMINUM LOT-LINE DOUBLE HUNG STAIR. WINDOWS W/ LOW 'E' DOUBLE INSULATED TEMPERED GLASS, SIMULATED DIVIDED LITES. INSTALL LIMITING HARDWARE IN STAIR WINODWS. CAST STONE MOLDED FASCIA TO BE INSTALLED AT EDGE OF BALCONY.
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-5
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 WITH MORTAR TO MATCH EXISTING IN COLOR AND COMPOSITION BASED ON SCIENTIFIC ANALYSIS.
C-31 C-32 C-31 C-33
EXISTING MASONRY WALL TO RECEIVE 4" BRICK VENEER TO MATCH REAR YARD WALL. INSTALL BLUESTONE CAP TO MATCH EXISTING. SOLID MAHOGANY FOLDING DOORS WITH LOW 'E' DOUBLE INSULATED TEMPERED GLASS.
C-31 C-34
BLUESTONE SILL AND TREAD OF STEP ACCESS TO PATIO.
B-7
C-31 C-35
EXISTING ORNAMENTAL IRON RAILINING TO BE REMOVED, RESTORED AND REINSTALLED.
B-8
C-31 C-36
NEW FOUNDATION WALL FOR REAR PORCH SLAB. FOUNDATION AND FOOTING TO BELOW FROST LINE PER NYC CODE. STONE RISER AND TREADS TO REAR YARD.
C-31 C-37
STONE PAVING OVER NEW CONCRETE SLAB.
C-31 C-38
EXISTING BLUESTONE SILL TO REMAIN.
C-31 C-39
NEW SOLID MAHOGANY DOUBLE HUNG WINDOWS TO BE INSTALLED IN EXISTING MASONRY OPENINGS.
C-31 C-40
EXISTING SILL TO BE RESTORED.
C-31 C-43
B-3 B-3
B-4 EL. 0'-0" FIRST FLR. SUBFLOOR
C-36
C-36
B-6
PROVIDE BACKER ROD AND SEALANT AT INTERSECTION OF LCC MASONRY.
05.
CRACKED CAST STONE MASONRY.
06.
SHELF ANGLE DETERIORATION AND ASSOCIATED DISPLACED/ CRACKED MASONRY.
09.
SHIFTED CAST STONE MASONRY.
2.
CLEAN ALL STONE (BLUESTONE) MASONRY INCLUDING REMOVAL OF EFFLORESCENCE, ORGANIC STAINING, RUST AND OTHER METAL STAINING AND REMOVAL OF SEVERE SOILING.
3.
CLEAN ALL BRICK MASONRY INCLUDING REMOVAL OF EFFLORESCENCE, ORGANIC STAINING, RUST AND OTHER METAL STAINING AND REMOVAL OF SEVERE SOILING.
5.
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 MORTAR TO MATCH ADJACENT MASONRY IN COLOR, TEXTURE AND PERFORMANCE CHARACTERISTICS.
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.
LOOSE SHEET METAL CAPS. OPEN JOINTS AT SHEET METAL REGLETS. OPEN VERTICAL JOINTS BETWEEN CAST STONE AND BRICK MASONRY.
11.
DETERIORATED MORTAR JOINTS AT SILLS.
12.
DETERIORATED POINTING MORTAR AT BRICK PARAPETS
13.
OPEN STEP CRACKS THROUGHOUT
REMOVE PAINT FROM CAST STONE, STONE AND BRICK MASONRY WHERE INDICATED INCLUDING: A) ADJACENT TO ALL RAILINGS AND GRILLES B) ADJACENT TO ALL WINDOWS AND DOORS
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; MORTAR TO 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 WITH RESTORATION MORTAR TO MATCH CAST STONE OR STONE IN COLOR, TEXTURE AND PERFORMANCE CHARACTERISTICS.
INTERIOR ARCHITECT:
62
Proposed Rear Elevation TYPE 25
15'-1 1/4"
TYPE 25
M.O. 5'-1 3/4"
TYPE 26
STRUCTURAL ENGINEER:
Typical Window Grouping, Building 4 TYPE 26 M.O. 12'-11"
W
ROBERT SILMAN ASSOCIATES 88 UNIVERSITY PLACE NEW YORK, NY 10003 Ph: 212 620 7970 Fx: 212 620 8157 E: e.pendleton@silman.com
DRAWING NU DATE:
MECHANICAL ENGINEER: HANINGTON ENGINEERING CONSULTANTS 501 FIFTH AVENUE, SUITE 1809 NEW YORK, NY 10017
SCALE:
SCALE 3"=1'-0"
Ph: 212 338 9801 Fx: 212 338 9802 E: haneng@optonline.net
SCALE 3"=1'-0"
PROJECT NO
Typical Window Detail
M.O.
12'-6 7/8"
TYPE 23
BKSK
A R C H I T M.O. E C T S 12'-11 , L L P
TYPE 24 28 WEST 25 STREET N E W Y O R K, N Y 1 0 0 1 0 Ph
1/2" Fx
212.807.9600 212.807.6405
M.O. 12'-11 1/2"
PROJECT NAME:
EXTERIOR ENVELOPE MACK RESIDENCE & MOUSSAZADEH RESIDENCE 4 - 8 East 94th Street New York, NY 10128
DRAWING TITLE:
REAR ELEVATION
DRAWING NUMBER:
06/11/08 1/4" = 1' - 0"
PROJECT NO.
12'-11 1/2"
M.O. 12'-11" M.O. 5'-1 3/4"
DRAWING TI
Ph: 212 431 6780 Fx: 212 431 6781 E: info@leroystreetstudio.com
SCALE:
15'-1 1/4"
M.O. 12'-9 1/2"
6/11/08
DATE
NEW YORK, NY 10002
DATE:
EL. -10'-0" FIRST FLR. SUBFLOOR
PROJECT NA
LEROY STREET STUDIO ARCHITECTURE PC 113 HESTER STREET
CLEAN ALL CAST STONE MASONRY INCLUDING REMOVAL OF EEFLORESCENCE, ORGANIC STAINING, RUST AND OTHER METAL STAINING AND REMOVAL OF SEVERE SOILING.
E
D
1/4" = 1' - 0"
SECURE LEAD-COATED COPPER SEAMS
SM-3
M.O. 12'-11 1/2"REMOVE ALL VINES (DEAD AND ALIVE) FROM ALL MASONRY. 4.
SHIFTED/ CRACKED BRICK, BOWED LINTELS.
10.
10'-0"
C-35
OPEN MORTAR JOINTS UNDER CAST STONE COPINGS.
NEW SOLID MAHOGANY DOUBLE HUNG WINDOWS TO BE INSTALLED IN EXISTING VERTICAL THERMAL CRACKS IN MASONRY MASONRY OPENINGS. OPEN JOINTS IN BRICK AND CAST STONE MASONRY AT MASONRY AT VARIOUS LOCATIONS.
08.
STRAIGHTEN EXISTING STANDING SEAMS.
SM-2
1.
02.
04.
REMOVE EXISTING CEMENT PLASTER AND PROVIDE NEW CEMENT PLASTER TO MATCH EXISTING IN COLOR AND TEXTURE.
PRICING SET NOT FOR CONSTRUCTION
ISSUE/REVISION
12'-6 7/8" RESTORATION NOTES TYPICAL
NEW MOLDED COPING EDGE CAST STONE COPING EDGE TO BE ATTACHED TO NEW SLAB.
03.
07.
S-2
REAR ELEVATION
CLEAN BRICK ORGANIC STAINING.
SM-1
NEW FOUNDATION WALL FOR REAR PORCH SLAB. FOUNDATION AND FOOTING TO BELOW LINE PER NYCSHALL CODE. INCLUDE STONE RISER AND TREADS TO REAR YARD. THE RESTORATION OFFROST EXISTING FACADES BUT NOT LIMITED TO THE REPAIR AND/OR REPLACEMENT OF:
B-9
B-1
C-37
1 A-401
CLEAN BRICK RUSTING STAIN.
ARCHI
M.O. 11'-1 7/8"
YORK, NEW YORK
Nana Wall Door, Building 4
M.O. 6'-11 1/4"
11'-3 1/2"
B-4
BLUESTONE
M.O. 8'-7 7/8"
M.O. 8'-7 7/8"
CEMENT PLASTER WATER TABLE
C-38
CP-1
C
B-9
RESTORATION NOTE, STANDING SEAMS:
M.O.NOTES: 15'-1" GENERAL
01.
CLEAN SEVERE BRICK SOILING.
RESTORATION NOTE, CEMENT PLASTER:
TYPENEW 22SOLID MAHOGANY DOUBLE HUNG WINDOWS W/ LOW 'E' DOUBLE INSULATED GLASS. TYPICAL LITE PATTERN, SEE SCHEDULE.
C-31 C-44
12'-9 1/2" NEW
REMOVE SEALANT AND ADHESIVE FROM BRICK.
B-10
CP-1
BK
4-8 EAST 94th STREET
B-1
C-31
TYPE 21
TYPE 20
M.O. 5'-6 5/8"
RESTORATION NOTE, BRICK:
TYPE 23
TYP.
B
TYPE 28
TYPICAL METAL WINDOW PROFILE
TYPE 20 EXISTING & PROPOSED REAR ELEVATIONS
EXISTING METAL ROOF AND PORCH RAILING TO BE RESTORED AND RELOCATED 8" TO THE WEST.
C-39 C-40
C-39
A
CLEAN SEVERE STONE SOILING.
TYPICAL WOOD WINDOW PROFILE
C-28
EXISTING STONE HEADER TO REMAIN/RESTORE AS PER SPECS.
S-5 B-3
B-6 B-3
REMOVE SEALANT AND ADHESIVE FROM STONE.
CS-3 S-1 S-7
CLEAN STONE RUST STAINING.
NEW SOLID MAHOGANY FRENCH DOOR AND SIDE LITES. M.O. TO ALIGN W/ WINDOWS ABOVE. PROVIDE BLUESTONE SUBSILL AND HEADER.
EL. + 11'- 3.5" SECOND FLR. SUBFLOOR
C-34
CS-3 S-1 S-6
CLEAN ORGANIC STAINING.
C-31 C-41
B-6
C-33
RAKE AND REPOINT STONE MORTAR JOINTS WITH MORTAR TO MATCH EXISTING IN COLOR AND COMPOSITION BASED ON SCIENTIFIC ANALYSIS.
M.O. 15'-1 1/4"
M.O. 15'-1" C-31
C-32
CS-3 S-1 S-5
CS-3 S-8 S-1
C-31 C-42
CL
REMOVE PAINT (INCLUDING GRAFFI) FROM STONE.
CS-3 S-9 S-1
C-40 C-43
11'-6 1/2"
C-29
REMOVE EMBEDDED METAL OR OTHER FEATURES, INCLUDING EMBEDDED
CS-3 S-1 S-4
10" BLUESTONE HEADER TO MATCH EXISTING IN BUILDING 6 - 8 (TYP.)
C-41 C-40
EL. + 22' - 10" THIRD FLR. SUBFLOOR
PATCH CRACKED STONE WITH RESTORATION MORTAR TO MATCH EXISTING ADJACENT STONE IN COLOR AND TEXTURE. ANCHORS, TYPE 19FROM STONE AND PATCH HOLE WITH RESTORATION MORTAR TO MATCH EXISTING ADJACENT STONE IN COLOR AND TEXTURE.
NEW SOLID MAHOGANY DOUBLE HUNG WINDOWS TO REPLACE EXISTING. DOUBLE HUNG WINDOW BY BUILDING 4 PARTY WALL TO MOVE 2 BRICKS TOWARD THE WEST.
C-30
Ph: 212 3 Fx: 212 3 E: haneng
PROPOSED REAR ELEVATION
PATCH CRACKED STONE WITH RESTORATION MORTAR TO MATCH EXISTING ADJACENT STONE IN COLOR AND TEXTURE.
S-2 CS-3 S-1
C-26
SM-1 PERGOLA AND NEW DOOR UNIT TO BE CENTERED BETWEEN WINDOWS
CLEAN CAST ORGANIC STAINING.
C-27
C-29
C-46 C-42
TREAT EXISTING LINTELS AND SILLS (TYP.)
11
CS-9 CS-3
S-1 CS-3 S-3
CAVITY WALL ASSEMBLY: 4" BRICK VENEER WITH RIGID INSULATION 6" CMU BACK WALL. METAL FURRING TO RECEIVE INTERIOR DRYWALL REAR ADDITION AT BUILDING 4.
C-251/4" M.O. 15'-1
CLEAN CAST STONE RUST STAINING.
CS-3 S-1
NEW STAIR BULKHEAD W/ METAL FRAMING & STUCCO FINISH, GLAZED DOOR, 4 &1/2" CAST STONE @SOLID PARAPET IN THE REAR ROOF BUILDING WINDOWS TO BE MAHOGANY W/ LOW 'E'OF DOUBLE INSUALTED GLASS. 6 PROVIDE +8 CAST STONE COPING EDGE ATTACHED TO CONCRETE SLAB.
C-23
CS-8 CS-3
RESTORATION NOTE, STONE:
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. TEMPERED GLASS, SIMULATED DIVIDED LITES. INSTALL LIMITING HARDWARE IN STAIR WINODWS.
EL. + 55' - 6.5" SIXTH FLR. SUBFLOOR
MECHANIC
HANINGTO 501 FIFTH NEW YOR
CLEAN SEVERE CAST STONE SOILING.
CS-7 CS-3
TYPE C-22 19ALUMINUM LOT-LINE DOUBLE HUNG WINDOWS W/ LOW 'E' DOUBLE INSULATED
B-5
M.O. 5'-1 1/2"
M.O. 5'-1 1/2"
B-2
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-22 C-21
C-48 C-44
C-39
M.O. 12'-11"
C-20
Ph: 212 6 Fx: 212 6 E: e.pendl
Existing Elevation EXISTINGRear REAR ELEVATION
12'-11 1/2"
BLUESTONE LINTEL C-47 (TYP.) SOUTH ELEVATION
TYPE 26
M.O. 5'-1 3/4"
6" CAST STONE ABOVE MASONRY PARAPET.
M.O. 8'-2 1/4"
M.O. 3'-9"
NEW MECHANICAL UNITS TO BE INSTALLED. PROVIDE VIBRATION ISOLATORS IN ROOF - AS PER SPECS.
C-19
M.O. 8'-2 1/4"
TYPE 18
C-18
M.O. 9'-4 1/4"
C-25
TYPE 18
10'-7 1/2"
15'-1 1/4"
6" CAST STONE COPING AT END OF TERRACE ON WEST WALL.
M.O. 7'-8 5/8"
EL. + 66' - 8.5" ROOF FLR. SUBFLOOR
C-26
C-17
STRUCTU
ROBERT S 88 UNIVER NEW YOR
M.O. 6'-3 3/8"
M.O. 6'-11 1/4"
C-14 C-45
C-20
C-24
CAST STONE PANELS TO MATCH COMPOSITION, COLOR & WROUGHT IRON HANDRAIL 1 1/2"EXISTING ANCHOR IN BARS & 1/2" PICKETSTEXTURE. PAINT FIN (TYPICAL).
C-13
C-30
M.O. 8'-7 7/8"
C-10
PATCH CRACKED CAST STONE WITH RESTORATION MORTAR TO MATCH EXISTING ADJACENT CAST STONE IN COLOR AND TEXTURE.
CS-1
C-1 C-11 C-12
EL. + 76' - 2"
3/4"
TOP NEW BULKHEAD
M.O. 12'-11 1/2"
M.O. 8'-2 7/8"
C-14
C-12
Ph: 212 4 Fx: 212 4 E: info@le
RESTORATION NOTE, CAST STONE:
3/4"
C-15 C-16 C-17
M.O. 12'-11 1/2" C-10 20 oz- L.C.C. COPING & CORNICE AT EDGE OF ROOF CONSTRUCTION NOTES
E
M.O. 7'-8 5/8"
D
M.O. 6'-3 3/8"
C-16
C
M.O. 6'-3 3/8"
B
A
M.O. 6'-11 1/4"
C-18
A-401
0625
12'-11 1/2" TYPICAL WOOD WINDOW PROFILE
TYPE 27
TYPE 28 TYPE 27
TYPE 28
M.O. 3'-8"
M.O. 5'-6 5/8" M.O. 3'-8"
M.O. 5'-6 5/8"