Uploaded on

 

  • Full Name Full Name Comment goes here.
    Are you sure you want to
    Your message goes here
    Be the first to comment
No Downloads

Views

Total Views
473
On Slideshare
0
From Embeds
0
Number of Embeds
0

Actions

Shares
Downloads
0
Comments
0
Likes
1

Embeds 0

No embeds

Report content

Flagged as inappropriate Flag as inappropriate
Flag as inappropriate

Select your reason for flagging this presentation as inappropriate.

Cancel
    No notes for slide

Transcript

  • 1. 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 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 Existing: Building is composed of 3 row houses. On top is a mock-up of our proposed penthouse addi- (preservationist district) which required a mock-up as well as tion which went under review with the NYC Historical Committee, Landmarks. 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. 53
  • 2. 4 - 8 East 94th Street, New York NY Site Overview CENTRAL PAR K STREET E 9 4T H Proposed Design on Site Plan Existing Building on Sanborne Map 54
  • 3. 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 vari- ance in a historic region so long as the new design contributes to TOP NEW BULKHEAD the neighborhood.. Our firm in this case would be removing the ugly EL. + 76' - 2" modern portion (far right in elevation) with a continuous penthouse that 9'-5 1/2" is more contextual. ROOF FLR. SUBFLOOR EL. + 66' - 8.5" 11'-2" SIXTH FLR. SUBFLOOR EL. + 55' - 6.5" 10'-7 1/2" FIFTH FLR. SUBFLOOR 5th Floor Subfloor EL. + 44' - 11" 10'-9 1/2" BUILDING HEIGHT: 4 - 8 EAST 94TH STREET FOURTH FLR. SUBFLOOR 66'-8 1/2" EL. + 34' - 1 1/2" 11'-3 1/2" THIRD FLR. SUBFLOOR EL. + 22' - 10" 11'-6 1/2" SECOND FLR. SUBFLOOR EL. + 11'- 3.5" RAKE AND REPOINT MORTAR JOINTS 4 11'-3 1/2" 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. 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 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. New Design would remove 1st Floor portion to create a large backyard. (See Proposed Elevation on next page) REMOVE UPPER PORTION OF LOT LINE BRICK WALLS EXISTING ELEVATOR SYSTEM TO BE REMOVED. TO ALIGN W/ BOTTOM OF BLUESTONE CAP OF EXISTING SHAFT TO REMAIN. RELOCATE OPENING FOR WALLS IN REAR YARD. NEW ELEVATOR. Building 4 was composed of composite steel framing Building 4 NOTE A REMOVE (i.e. steel framing with concrete form work). This is an EXISTING WINDOWS EXISTING PORTION OF ON FRONT WALL SLAB TO BE REMOVED FOR NEW STAIR. SEE STRUCTURAL DRAWINGS FOR THE FRAMING. SEE LSS DRAWINGS FOR INTERIOR DEMOLITION. outdated form of construction as steel is fireproofed with EXISTING CHIMNEY TO BE REMOVED UP DN REMOVE EXISTING WINDOWS AND DOORS. spray on concrete. REMOVE EXISTING BRICK WALL ABOVE LEVEL OF REAR YARD. REMOVE STONE CAPS, CONCRETE AND LINTELS. DEMO EXISTING SEE NOTE A STAIR Building 6 1 BRICK WIDE PORTION OF MASONRY (E 9 4 T H S T R E E T) TO BE REMOVED FROM THIS WALL. 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 REMOVE EXISTING RAILING, FROM FLOOR TO CEILING. STORE INSIDE & PREPARE FOR PAVERS, STEPS AND WINGWALLS RESTORATION TO BE REINSTALLED AFTER NEW FLOOR IS ABOVE LEVEL OF REAR YARD COMPLETED. REMOVE EXISTING STONE FLOOR, COVE, NOTE C: SEE NOTE B PRICING SET - SLAB AND FOUNDATION WALL. NOT FOR CONSTRUCTION 6/11/08 INTERIOR DEMOLITION AS PER REMOVE EXISTING LSS SCOPE OF WORK DOORS. ISSUE/REVISION DATE REMOVE EXISTING CONCRETE STEPS AND WALLS THAT CONNECT EXISTING MASONRY FIREPLACE CHIMNEY & TO LOWER PLATFORM FLUES TO BE EVALUATED FOR REUSE OR DEMOLITION INTERIOR ARCHITECT: EXISTING COLUMN TO REMAIN LEROY STREET STUDIO ARCHITECTURE PC 113 HESTER STREET NEW YORK, NY 10002 REMOVE EXISTING LANDING AND CONCRETE/STONE PLATFORM Ph: 212 431 6780 WITH STUCCO BASE. Fx: 212 431 6781 E: info@leroystreetstudio.com SEE NOTE B REMOVE EXISTING CONCRETE SEE NOTE A STRUCTURAL ENGINEER: PATIO, FLOOR DRAINS, PIPES, ETC. Building 8 ROBERT SILMAN ASSOCIATES DN 88 UNIVERSITY PLACE NEW YORK, NY 10003 EXISTING TREE TO REMAIN. CONSTRUCTION OPERATIONS Ph: 212 620 7970 TO MAINTAIN A 15' MIN. DISTANCE Fx: 212 620 8157 FROM EXISTING TRUNK IN ORDER TO E: e.pendleton@silman.com PROTECT ITS ROOTS PROVIDE TEMPORARY. REMOVE EXISTING WOOD WINDOWS MECHANICAL ENGINEER: HANINGTON ENGINEERING CONSULTANTS REMOVE EXISTING GLASS BLOCK PARTITIONS 501 FIFTH AVENUE, SUITE 1809 REMOVE EXISTING LANDING AND STEPS NEW YORK, NY 10017 UP REMOVE EXISTING METAL DEMO EXISTING STAIR AND ELEVATOR. Ph: 212 338 9801 DOOR AND SADDLE, HARDWARE, ETC. Fx: 212 338 9802 BLUESTONE SILSL & LINTELS TO REMAIN. SEE NOTE A E: haneng@optonline.net SEE STRUCTURAL DRAWINGS FOR NEW FRAMING & FOR RECOMMENDATIONS PARTY WALL TO BE PROTECTED FROM EXISTING COLUMN ON TEMPORARY SUPPORT. VIBRATION EFFECTS OF INTERIOR TO REMAIN DEMOLITION REMOVE FLUE GENERAL NOTES: Existing First Floor DEMOLITION NOTES: SAFETY NOTES: 1. Scope of Work: Interior demolition of existing office building throughout. 1. Contractor shall perform all operations of demolition and removal indicated on 1. General: All work to be done in accordance with the New York City Building Code, 28 WEST 25 STREET BKSK No change to use, egress or occupancy under this application. the drawings and as may be required by the work. All work shall be done Article 19, and regulations of all other agencies having jurisdiction. carefully and neatly, in a systematic manner. N E W Y O R K, N Y 1 0 0 1 0 2. All work shall conform to the requirements of the New York City Building Code, 2. Structural: Contractor to provide adequate temporary bracing and shoring Ph 212.807.9600 Fire Department regulations, utility company requirements, and the best trade 2. All existing surfaces and equipment to remain shall be fully protected from wherever any structural work is involved. practices. A R C H I T E C T S, L L P damage. The Contractor shall assume full responsibilty for damage and Fx 212.807.6405 New Expanded Backyard shall make repairs required without additional cost to the Owner. 3. Fire Safety: All building materials stored at construction area, and/or in any area 3. Before commencing work, the Contractor shall file all required Certificates of of the building are to be secured in a locked area. Access to such areas to be 1 DEMO PLAN - FIRST FLOOR Insurance with the Department of Buildings, obtain all required permits, and pay 3. No debris shall be allowed to accumulate on the site. Debris shall be removed controlled by Owner and/or General Contractor. PROJECT NAME: A-101 SCALE: 1/4" = 1' - 0" all fees required by governing New York City Agencies. by the contractor as the job proceeds. The site shall be left broom clean at the EXTERIOR ENVELOPE completion of the demolition. 4. Dust Control: Debris, dirt, and dust to be kept to a minimum, and be confined MACK RESIDENCE & 4. The Contractor shall verify all existing conditions in the field prior to commencing to the immediate construction area; and be cleaned up and cleared from work, and shall report any discrepancies between drawings and field conditions MOUSSAZADEH RESIDENCE 4. No structural elements shall be removed unless portions affected are adequately building periodically to avoid any excessive accumulation. to the Architect. supported by either temporary shoring or new structural elements as requirecd to protect the stability and integrity of the existing structure. 5. Construction operations will arrange for temporary power. 4 - 8 East 94th Street 5. Minor details not usually shown or specified, but necessary for proper New York, NY 10128 construction of any part of the work shall be included as if they were indicated 5. All adjoining property affected by any operations of demolition shall be protected on the drawings. per the requirements of sub-chapter 19 of the NYC Building Code. 6. The Contractor shall coordinate all work procedures with requirements of 6. Remove or relocate all wiring, plumbing, and mechanical equipment affected by DRAWING TITLE: local authorities and building management. 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 7. The Contractor shall be responsible for the protection of all conditions and plugged Building 6 - 8 was framed with steel beams and girders. materials within the proposed construction area. The Contractor shall design and install adequate shoring and bracing for all structural or removal tasks. 7. The Contractor shall provide, erect and maintain all temporary barrier and FIRST FLOOR The Contractor shall have sole responsibility for any damages or injuries caused by or during the execution of the work. guards, and all temporary shoring and bracing as required by Department of Building rules and regulations. LEGEND DEMOLITION PLAN 8. The Contractor shall lay out his own work, and shall provide all dimensions for EXISTING TO BE REMOVED 8. The Contractor shall provide adequate weather protection for the building other trades (plumbing, electrical, etc.) and its contents during the course of the work. All openings in any wall or BKSK Client Entrance + El- roof shall be protected from all forms of weather or water penetration. EXISTING TO REMAIN 9. Plumbing and electrical work shall be performed by persons licensed in their DRAWING NUMBER: Originally building was framed with wood. trades, who shall arrange for and obtain inspections and required sign-offs. 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 A-101 DATE: 10. The Contractor shall do all cutting, patching, repairing as required to perform bonds required by any city agency in order to the work herein described. 06/09/08 all of the work indicated on the drawings, and all other work that may be required to complete the job. SCALE: evator to 5th and 6th Floor. 1/4" = 1' - 0" 11. All piping and wiring shall be removed to a point of concealment and shall be properly capped or plugged. PROJECT NO. 0625 Leroy Street Studio Entrance Image of a typical Bay Window Framing. Proposed First Floor
  • 5. 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 CONSTRUCTION NOTES 16 15 14 13 1 12 1 11 10 9 8 7 6 5 4 3 2 1 C-1 CAST STONE PANELS TO MATCH EXISTING IN CO TEXTURE. would shorten the height as well to 68’-6” on Building 4 while the NEW PARAPET AT C-2 4" STANDARD BRICK VENEER. COLOR TO BE DET C-22 C-16 C-18 MECHANICAL SPACE C-3 NEW SOLID MAHOGANY WINDOWS & DOORS TO NEW SOLID MAHOGANY WINDOWS & DOORS TO EL. + 76' - 2" C-23 C-21 SEE WINDOW SCHEDULE. DOORS AND WINDOW existing building has a height of 75’-0”. SEE WINDOW SCHEDULE. DOORS AND WINDOW TOP NEW BULKHEAD TO HAVE LOW 'E' - DOUBLE INSULATED - LAMINA TO HAVE LOW 'E' - DOUBLE INSULATED - LAMINA C-19 C-24 C-4 CAST STONE HEADERS TO MATCH EXISTING IN C TEXTURE. C-11 C-5 CAST STONE MOULDED CORNICE TO BE INSTALL & LCC ROOF. COMPOSITION, COLOR & TEXTURE C-10 C-6 NEW 1/2" THICK GREY MOTLED SLATE ROOF BY E UNDERLAYMENT & EXTERIOR SHEATHING ON LIG C-8 C-7 20 OZ. LCC DORMER SURROUND INCLUDING PED PEDIMENTS C-8 20 OZ. - LCC STANDING SEAM ROOF ABOVE DORM EL. + 66' - 8.5" ROOF FLR. SUBFLOOR C-9 6" CAST STONE COPING ABOVE MASONRY WALL. C-9 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-17 C-5 NEW STAIR & ELEVATOR BULKHEAD W/ BRICK V C-12 C-13 EXTEND EXISTING CHIMNEYS TO PROJECT 45" AB PROVIDE CAST STONE CAPS THROUGHOUT. C-1 C-14 NEW STAIR BULKHEAD W/ METAL FRAMING & ST & WINDOWS TO BE SOLID MAHOGANY W/ LOW 'E PROVIDE CAST STONE COPING EDGE ATTACHED EL. + 55' - 6.5" SIXTH FLR. SUBFLOOR C-15 NEW BRONZE CIRCULAR SKYLIGHT W/ SWITCH G FLASHING DETAIL AT BULKHEAD ROOF. C-16 6" CAST STONE COPING AT STAIR/ELEVATOR BUL C-17 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, EL. + 44' - 11" PROVIDE BRICK SILL TO NEW WINDOWS TO MAT FIFTH FLR. SUBFLOOR C-21 C-22 ALUMINUM LOT-LINE DOUBLE HUNG WINDOWS W ALUMINUM LOT-LINE DOUBLE HUNG WINDOWS W TEMPERED GLASS. LAYOUT HEIGHT TO MATCH TEMPERED GLASS. LAYOUT HEIGHT TO MATCH ELEVATION. PROVIDE BRICK SILL TO MATCH EXI ELEVATION. PROVIDE BRICK SILL TO MATCH EX EX C-22 ALUMINUM LOT-LINE DOUBLE HUNG WINDOWS W ALUMINUM LOT-LINE DOUBLE HUNG WINDOWS W TEMPERED GLASS, SIMULATED DIVIDED LITES. TEMPERED GLASS, SIMULATED DIVIDED LITES. STAIR WINODWS. STAIR 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" BRICKSTONE COPIN NEW MOLDED COPING EDGE CAST VENEER WIT 6" CMU BACK WALL. SLAB. FURRING TO RECEIV ATTACHED TO NEW METAL REAR ADDITION AT BUILDING 4. C-25 4 1/4" BLUESTONE SILL TYP.. TO MATCH EXISTIN BUILDING 6 - 8 (TYP.) EL. + 34' - 1 1/2" GENERAL NOTES: FOURTH FLR. SUBFLOOR C-24 THE RESTORATION OF EXISTING FACADES SHALL INCLUD LIMITED TO THE REPAIR AND/OR REPLACEMENT OF: 01. OPEN MORTAR JOINTS UNDER CAST STONE COP 02. SHIFTED/ CRACKED BRICK, BOWED LINTELS. C-22 C-20 C-21 03. VERTICAL THERMAL CRACKS IN MASONRY 04. OPEN JOINTS IN BRICK AND CAST STONE MASON C-20 AT VARIOUS LOCATIONS. 05. CRACKED CAST STONE MASONRY. 06. SHELF ANGLE DETERIORATION AND ASSOCIATED CRACKED MASONRY. EL. + 22' - 10" 07. SHIFTED CAST STONE MASONRY. THIRD FLR. SUBFLOOR 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 1 WEST ELEVATION ALT A 16 15 14 13 1 12 1 11 10 9 8 7 6 5 4 3 2 1 A-402 1/4" = 1' - 0" Existing Side Elevation, Facing Central Park Proposed Side Elevation Showing Expanded EL. -10'-0" Backyard 57
  • 6. 4 - 8 East 94th Street, New York NY BKSK Penthouse Space : 5th Floor Plan CLOSET NEW ANGLED BATH PARAPET WALL NANNY BEDROOM 3 C L 19R UP 19R CLOSET DN GUEST BEDROOM CL. NEW PARAPET WALL TO MATCH EXISTING GUEST SUITE LAUNDRY RD BATH CLOSET LINEN NEW DRAIN NEW CAST STONE COLUMNS STAIR HALL TO MATCH EXISTING OFFICE UP ROOF BELOW BEDROOM 2 BATH Storage SHELF SHELF HER BATH HER CLOSET MASTER BEDROOM BENCH SHOWER TERRACE BELOW HIS CLOSET HIS BATH RD 5th Floor Plan August 19th, 2008 Project No. 0639 Scale: 1/4" = 1'-0" 4 - 8 EAST 94th STREET Proposed Fifth Floor Plan BKSK BKSK A R C HI TEC T S L L P 6th Floor Deck Detail 58
  • 7. 4 - 8 East 94th Street, New York NY BKSK Penthouse Space: 6th Floor Plan NEW ANGLED PARAPET WALL POWDER RM FIREPLACE VESTIBULE C L LIVING 18R UP 19R DN FOYER DINING TERRACE DEN ROOF BELOW 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 R/ BURIED IN O WALL PARTITION EDGE OF NEW PARTY WALL NEIGHBOR'S PARTY WALL TO BE 1/2" FROM C L PARAPET WALL 2 1/2" FROM PROPERTY LINE TO BE REMOVED NEIGHBOR'S NEW ANGLED CHIMNEY PARAPET WALL 6th Floor Plan July 30, 2008 Moussazadeh - Nazarian Residence 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
  • 8. 4 - 8 East 94th Street, New York NY BKSK Penthouse Space: Roof Plan 12:6.5 12:6.5 4.5:124.5:12 Cond. 1 Cond. 2 Cond. 3 Cond. 4 STAIR/ELEVATOR BUILKHEAD 12:6.5 4.5:124.5:12 30'-0" 12:6.5 ROOF BELOW 12:6.5 TERRACE BELOW 12:6.5 TERRACE BELOW 12:6.5 TERRACE BELOW 12:6.5 Roof Plan Dormer Detail: While the building’s framing is steel, the dormers would be assembled with light gauge steel construction. 60
  • 9. 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 occu- pants to overlook the backyard. First Floor Plan Showing Rear Addition Wall Section: Steel Framing attached to Building 4 Section existing composite steel framing 61
  • 10. 3'-9" 7 7/8" M.O. 9'-4 1/4" M.O. 8'-2 7/8" M.O. 7'-8 5/8" 4 - 8 East 94th Street, New York NY TYPE -18 Rear Elevation/Partial Window Schedule PRICING S TYPE 22 M.O. NOT FOR C ISSUE/ 12'-6 7/8" INTERIOR M.O. 15'-1" TYPE 23 LEROY ST 113 HEST TYPE 24 NEW YOR Ph: 212 4 Fx: 212 4 M.O. 12'-11 1/2" E: info@le C-18 C-16 C-10 20 oz- L.C.C. COPING & CORNICE AT EDGE OF ROOF CONSTRUCTION NOTES RESTORATION NOTE, CAST STONE: A B C D E M.O. 12'-11 1/2" C-15 C-1 CS-1 PATCH CRACKED CAST STONE WITH RESTORATION MORTAR TO MATCH STRUCTU C-11 WROUGHT IRON HANDRAIL 1 1/2"EXISTING IN COMPOSITION, COLOR & CAST STONE PANELS TO MATCH ANCHOR BARS & 1/2" PICKETS- EXISTING ADJACENT CAST STONE IN COLOR AND TEXTURE. TEXTURE. PAINT FIN (TYPICAL). C-17 C-16 C-14 NEW STAIR & ELEVATOR BULKHEAD W/ BRICK VENEER TO MATCH EXISTING. CS-2 PATCH SPALLED CAST STONE WITH RESTORATION MORTAR TO MATCH ROBERT S TOP NEW BULKHEAD C-12 EXISTING ADJACENT CAST STONE IN COLOR AND TEXTURE. 88 UNIVER EL. + 76' - 2" REMOVE EBEDDED METAL OR OTHER FEATURES, INCLUDING EMBEDDED NEW YOR C-12 CS-3 C-30 C-13 EXTEND EXISTING CHIMNEYS TO PROJECT 45" ABOVE INSTALLED IN PAVERS. NEW SOLID MAHOGANY WINDOWS & DOORS TO BE TOP OF ROOF THIS LEVEL - ANCHORS, FROM CAST STONE AND PATCH HOLE WITH RESTORATION PROVIDE CAST SCHEDULE. DOORS AND WINDOWS FACING E 94TH STREET (FRONT) SEE WINDOW STONE CAPS THROUGHOUT. MORTAR TO MATCH EXISTING ADJACENT STONE IN COLOR AND TEXTURE. M.O. 8'-7 7/8" TO HAVE LOW 'E' - DOUBLE INSULATED - LAMINATED GLASS. Ph: 212 6 NEW STAIR BULKHEAD W/ METAL FRAMING & STUCCO FINISH, GLAZED DOOR, CS-3 CS-4 REMOVE PAINT (INCLUDING GRAFFITI) FROM CAST STONE. C-14 Fx: 212 6 & WINDOWS TO BE SOLID MAHOGANY W/ LOW 'E' DOUBLE INSUALTED GLASS. PROVIDE CAST STONE COPING EDGE ATTACHED TO CONCRETE SLAB. E: e.pendl M.O. 6'-11 1/4" C-10 C-45 C-45 C-11 C-53 CS-5 CS-3 RAKE AND REPOINT CAST STONE MORTAR JOINTS WITH MORTAR TO 9'-5 1/2" MATCH EXISTING IN COLOR AND COMPOSITION BASED ON SCIENTIFIC M.O. 6'-3 3/8" NEW BRONZE CIRCULAR SKYLIGHT W/ SWITCH GLASS. PROVIDE CURB & ANALYSIS. C-15 C-23 C-52 FLASHING DETAIL AT BULKHEAD ROOF. CS-5a CS-3 PROVIDE SEALANT WITH BACKER ROD AT TOP & SIDE JOINTS OF MECHANIC C-20 PROJECTING CORNICES AND PARAPET COPING; COLOR TO MATCH C-16 6" CAST STONE COPING AT STAIR/ELEVATOR BULKHEAD. ORIGINAL MORTAR COLOR BASED ON SCIENTIFIC ANALYSIS. HANINGTO C-26 C-51 CS-6 CS-3 REMOVE SEALANT AND ADHESIVE FROM STONE. 501 FIFTH WINDOW TYPES & CONFIGURATIONS C-17 6" CAST STONE COPING AT END OF TERRACE ON NEW YOR EL. + 66' - 8.5" WEST WALL. WINDOW TYPES & CONFIGURATIONS CS-7 CS-3 CLEAN SEVERE CAST STONE SOILING. ROOF FLR. SUBFLOOR C-18 NEW MECHANICAL UNITS TO BE INSTALLED. PROVIDE VIBRATION ISOLATORS Ph: 212 3 Existing Rear ELEVATION EXISTING REAR Elevation C-26 IN ROOF - AS PER SPECS. CS-8 CS-3 CLEAN CAST STONE RUST STAINING. Fx: 212 3 E: haneng C-19 6" CAST STONE ABOVE MASONRY PARAPET. CS-9 CS-3 CLEAN CAST ORGANIC STAINING. PROPOSED REAR ELEVATION C-50 C-29 C-20 REPLACEMENT AND NEW ALUMINUM LOT-LINE DOUBLE HUNG WINDOWS W/ C-43 C-21 LOW 'E' DOUBLE INSULATED TEMPERED GLASS, SIMULATED DIVIDED LITES. RESTORATION NOTE, STONE: 11'-2" C-11 C-49 PROVIDE BRICK SILL TO NEW WINDOWS TO MATCH EXISTING. CS-3 S-1 PATCH CRACKED STONE WITH RESTORATION MORTAR TO MATCH EXISTING ADJACENT STONE IN COLOR AND TEXTURE. 12'-11 1/2" C-22 C-21 ALUMINUM LOT-LINE DOUBLE HUNG WINDOWS WITH DOUBLE INSULATED LOW 'E' 15'-1 1/4" TYPE 18 TEMPERED GLASS. LAYOUT HEIGHT TO MATCH WINDOWS IN REAR (SOUTH) ELEVATION. PROVIDE BRICK SILL TO MATCH EXISTING. S-2 CS-3 S-1 PATCH CRACKED STONE WITH RESTORATION MORTAR TO MATCH EXISTING ADJACENT STONE IN COLOR AND TEXTURE. C-25 TYPE 18 C-44 C-48 TYPE 19 C-22 ALUMINUM LOT-LINE DOUBLE HUNG WINDOWS W/ LOW 'E' DOUBLE INSULATED S-1 CS-3 S-3 REMOVE EMBEDDED METAL OR OTHER FEATURES, INCLUDING EMBEDDED M.O. 3'-9" TEMPERED GLASS, SIMULATED DIVIDED LITES. INSTALL LIMITING HARDWARE IN TYPE 19FROM STONE AND PATCH HOLECOLORRESTORATION MORTAR ANCHORS, WITH M.O. 3'-9" STAIR WINODWS. TO MATCH EXISTING ADJACENT STONE IN AND TEXTURE. TYPICAL WOOD TYPICAL METAL C-24 EL. + 55' - 6.5" SIXTH FLR. SUBFLOOR C-23 NEW STAIR BULKHEAD W/ METAL FRAMING & STUCCO FINISH, GLAZED DOOR, 4 & WINDOWS TO BE SOLID MAHOGANY W/ LOW 'E'OF BUILDING 1/2" CAST STONE @ PARAPET IN THE REAR ROOF DOUBLE INSUALTED GLASS. CS-3 S-1 S-4 REMOVE PAINT (INCLUDING GRAFFI) FROM STONE. WINDOW PROFILE WINDOW PROFILE 6 PROVIDE CAST STONE COPING EDGE ATTACHED TO CONCRETE SLAB. +8 CS-3 S-1 S-5 RAKE AND REPOINT STONE MORTAR JOINTS WITH MORTAR TO MATCH BLUESTONE C-24 CAVITY WALL ASSEMBLY: 4" BRICK VENEER WITH RIGID INSULATION EXISTING IN COLOR AND COMPOSITION BASED ON SCIENTIFIC ANALYSIS. TYPE 21 TYPE 25 TYPE 26 LINTEL (TYP.) TYPE 27 6" CMU BACK WALL. METAL FURRING TO RECEIVE INTERIOR DRYWALL - TYPE 28 11 C-47 SOUTH ELEVATION REAR ADDITION AT BUILDING 4. CS-3 S-1 S-6 REMOVE SEALANT AND ADHESIVE FROM STONE. TYPE 20 C-39 C-25 M.O. 15'-1 1/4" 4 1/4" BLUESTONE SILL TYP.. TO MATCH EXISTING CS-3 S-7 S-1 CLEAN SEVERE STONE SOILING. EXISTING & PROPOSED REAR ELEVATIONS 20 TYPE BK BUILDING 6 - 8 (TYP.) 10'-7 1/2" M.O. 5'-1 3/4" M.O. 12'-11" M.O. 3'-8" M.O. 5'-6 5/8" M.O. 5'-1 1/2" M.O. 15'-1 1/4" B-5 M.O. 5'-1 1/2" C-26 10" BLUESTONE HEADER TO MATCH EXISTING IN BUILDING 6 - 8 (TYP.) CS-3 S-8 S-1 CLEAN STONE RUST STAINING. C-27 NEW SOLID MAHOGANY DOUBLE HUNG WINDOWS TO REPLACE CS-3 S-9 S-1 CLEAN ORGANIC STAINING. ARCHI B-2 B-10 BLUESTONE SILL (TYP.) SOUTH ELEVATION EXISTING. DOUBLE HUNG WINDOW BY BUILDING 4 PARTY WALL TO MOVE 2 BRICKS TOWARD THE WEST. RESTORATION NOTE, BRICK: 4-8 EAST 94th STREET M.O. 11'-1 7/8" C-28 EXISTING METAL ROOF AND PORCH RAILING TO BE RESTORED AND B-1 M.O. PATCH CRACKED BRICK WITH RESTORATION MORTAR, OR REPLACE WITH 12'-9 1/2" NEW YORK, NEW YORK PROJECT NA EL. + 44' - 11" RELOCATED 8" TO THE WEST. C-27 BRICK, TO MATCH EXISTING ADJACENT BRICK IN COLOR AND TEXTURE. M.O. 12'-9 1/2" FIFTH FLR. SUBFLOOR C-28 EXISTING METAL ROOF AND PORCH RAILING TO BE RESTORED AND B-2 PATCH SPALLED BRICK WITH RESTORATION MORTAR TO MATCH EXISTING RELOCATED 8" TO THE WEST. ADJACENT BRICK IN COLOR AND TEXTURE. 3/4" PRICING SET - 6/11/08 3/4" ALUMINUM LOT-LINE DOUBLE HUNG WINDOWS WITH DOUBLE INSULATED LOW 'E' REMOVE EMBEDDED METAL OR OTHER FEATURES, INCLUDING EMBEDDED NOT FOR CONSTRUCTION C-29 NEW SOLID MAHOGANY GLAZED DOORS/DOOR AND SIDE LITESREAR (SOUTH) TEMPERED GLASS. LAYOUT HEIGHT TO MATCH WINDOWS IN B-3 C-42 C-46 ANCHORS, FROM BRICK AND PATCH HOLE WITH RESTORATION MORTAR TO WITH LOW 'E' PROVIDEINSULATED TEMPERED GLASS. ELEVATION. DOUBLE BRICK SILL TO MATCH EXISTING. MATCH EXISTING ADJACENT BRICK IN COLOR AND TEXTURE. ISSUE/REVISION DATE 3'-9" C-30 DUMBWAITER SURROUND TO MATCH STAIR. ALUMINUM LOT-LINE DOUBLE HUNG WINDOWS W/ LOW 'E' DOUBLE INSULATED B-4 REMOVE EMBEDDED NON-MATCHING MORTAR PATCH FROM BRICK AND M.O. 8'-2 1/4" 3'-9" 10'-9 1/2" 7 7/8" C-11 C-45 INTERIOR ARCHITECT: BUILDING HEIGHT: 4 - 8 EAST 94TH STREET TEMPERED GLASS, SIMULATED DIVIDED LITES. INSTALL LIMITING HARDWARE IN PATCH VOID WITH RESTORATION MORTAR TO MATCH EXISTING ADJACENT M.O. 8'-2 1/4" M.O. 8'-2 1/4" M.O. 8'-2 1/4" BRICK IN COLOR AND TEXTURE. BRICK MASONRY STAIR WINODWS. 7 7/8" B-6 B-3 C-31 CAST STONE MOLDED FASCIA TO BE INSTALLED AT EDGE OF M.O. 9'-4 1/4" LEROY STREET STUDIO ARCHITECTURE PC TREAT BALCONY. B-5 REMOVE EMBEDDED NON-MATCHING MORTAR PATCH FROM BRICK AND 113 HESTER STREET M.O. 9'-4 1/4" EXISTING PATCH VOID WITH RESTORATION MORTAR TO MATCH EXISTING ADJACENT NEW YORK, NY 10002 DRAWING TI C-31 C-32 EXISTING MASONRY WALL TO RECEIVE 4" BRICK VENEER TO MATCH BRICK IN COLOR AND TEXTURE. LINTELS C-24 REAR YARD WALL. INSTALL BLUESTONE CAP TO MATCH EXISTING. Ph: 212 431 6780 AND SILLS C-44 RAKE AND REPOINT OPEN OR NON-MATCHING BRICK MORTAR JOINTS WITH M.O. 8'-2 7/8" (TYP.) B-6 Fx: 212 431 6781 C-31 C-33 SOLID MAHOGANY FOLDING DOORS WITH LOW 'E' DOUBLE INSULATED MORTAR TO MATCH EXISTING IN COLOR AND COMPOSITION BASED ON E: info@leroystreetstudio.com W M.O. 7'-8 5/8" TEMPERED GLASS. SCIENTIFIC ANALYSIS. TYPE -18 EL. + 34' - 1 1/2" M.O. 7'-8 5/8" TYPE -18 REMOVE SEALANT AND ADHESIVE FROM BRICK. 66'-8 1/2" FOURTH FLR. SUBFLOOR C-31 C-34 BLUESTONE SILL AND TREAD OF STEP ACCESS TO PATIO. B-7 STRUCTURAL ENGINEER: B-10 C-31 C-35 EXISTING ORNAMENTAL IRON RAILINING TO BE REMOVED, RESTORED B-8 CLEAN SEVERE BRICK SOILING. ROBERT SILMAN ASSOCIATES AND REINSTALLED. 88 UNIVERSITY PLACE CLEAN BRICK RUSTING STAIN. NEW YORK, NY 10003 C-41 C-43 NEW FOUNDATION WALL FOR REAR PORCH SLAB. FOUNDATION AND FOOTING B-9 C-31 C-36 TO BELOW FROST LINE PER NYC CODE. STONE RISER AND TREADS TO REAR YARD. Ph: 212 620 7970 B-2 CLEAN BRICK ORGANIC STAINING. Fx: 212 620 8157 DRAWING NU B-10 11'-3 1/2" C-31 C-37 STONE PAVING OVER NEW CONCRETE SLAB. E: e.pendleton@silman.com B-8 SM-3 B-3 C-43 C-42 DATE: C-31 C-38 EXISTING BLUESTONE SILL TO REMAIN. RESTORATION NOTE, CEMENT PLASTER: MECHANICAL ENGINEER: C-40 C-41 CP-1 REMOVE EXISTING CEMENT PLASTER AND PROVIDE NEW CEMENT PLASTER C-31 C-39 NEW SOLID MAHOGANY DOUBLE HUNG WINDOWS TO BE INSTALLED IN EXISTING TO MATCH EXISTING IN COLOR AND TEXTURE. HANINGTON ENGINEERING CONSULTANTS SCALE: MASONRY OPENINGS. 501 FIFTH AVENUE, SUITE 1809 SM-1 NEW YORK, NY 10017 RESTORATION NOTE, STANDING SEAMS: PERGOLA EL. + 22' - 10" C-31 C-40 EXISTING SILL TO BE RESTORED. Ph: 212 338 9801 SCALE 3"=1'-0" SCALE 3"=1'-0" PROJECT NO AND NEW DOOR SM-1 STRAIGHTEN EXISTING STANDING SEAMS. Fx: 212 338 9802 B-6 B-3 E: haneng@optonline.net UNIT TO BE THIRD FLR. SUBFLOOR C-31 C-41 EXISTING STONE HEADER TO REMAIN/RESTORE AS PER SPECS. C-28 CENTERED BETWEEN SECURE LEAD-COATED COPPER SEAMS Nana Wall Door, Building 4 Typical Window Detail WINDOWS SM-2 C-31 C-42 NEW SOLID MAHOGANY FRENCH DOOR AND SIDE LITES. M.O. TO ALIGN W/ C-43 C-40 TYPE 22 M.O. WINDOWS ABOVE. PROVIDE BLUESTONE SUBSILL AND HEADER. PROVIDE BACKER ROD AND SEALANT AT INTERSECTION OF LCC MASONRY. C-29 SM-3 C-40 C-39 TYPENEW SOLID GLASS. TYPICAL LITEHUNG WINDOWS W/ LOW 'E' DOUBLE C-31 C-43 22 INSULATED MAHOGANY DOUBLE PATTERN, SEE SCHEDULE. 12'-6 7/8" RESTORATION NOTES TYPICAL 11'-6 1/2" C-11 C-30 C-31 C-44 NEW MOLDED COPING EDGE CAST STONE COPING EDGE TO BE 12'-6 7/8" C L ATTACHED TO NEW SLAB. 1. CLEAN ALL CAST STONE MASONRY INCLUDING REMOVAL OF EEFLORESCENCE, ORGANIC STAINING, RUST AND OTHER METAL STAINING AND REMOVAL OF M.O. 15'-1" TYPE 23 SEVERE SOILING. M.O. 15'-1" 2. CLEAN ALL STONE (BLUESTONE) MASONRY INCLUDING REMOVAL OF TYPE 23 B-6 GENERAL NOTES: EFFLORESCENCE, ORGANIC STAINING, RUST AND OTHER METAL STAINING TYPE 24 C-31 NEW FOUNDATION WALL FOR REAR PORCH SLAB. FOUNDATION AND FOOTING AND REMOVAL OF SEVERE SOILING. THE RESTORATION OFFROST LINE PER NYCSHALL INCLUDERISERNOT TREADS TO REAR YARD. TO BELOW EXISTING FACADES CODE. STONE BUT AND LIMITED TO THE REPAIR AND/OR REPLACEMENT OF: 3. CLEAN ALL BRICK MASONRY INCLUDING REMOVAL OF EFFLORESCENCE, 28 WEST 25 STREET EL. + 11'- 3.5" BKSK ORGANIC STAINING, RUST AND OTHER METAL STAINING AND REMOVAL OF SECOND FLR. SUBFLOOR SEVERE SOILING. N E W Y O R K, N Y 1 0 0 1 0 01. OPEN MORTAR JOINTS UNDER CAST STONE COPINGS. M.O. 12'-11 1/2" 4. REMOVE ALL VINES (DEAD AND ALIVE) FROM ALL MASONRY. Ph 212.807.9600 02. SHIFTED/ CRACKED BRICK, BOWED LINTELS. A R C H I T M.O.S 12'-11 E C T , L L P 1/2" C-39 Fx 212.807.6405 5. REMOVE PAINT FROM CAST STONE, STONE AND BRICK MASONRY WHERE 03. NEW SOLID MAHOGANY DOUBLE HUNG WINDOWS TO BE INSTALLED IN EXISTING VERTICAL THERMAL CRACKS IN MASONRY INDICATED INCLUDING: M.O. 12'-11 1/2" C-32 S-5 B-3 MASONRY OPENINGS. A) ADJACENT TO ALL RAILINGS AND GRILLES PROJECT NAME: TYP. C-38 04. OPEN JOINTS IN BRICK AND CAST STONE MASONRY AT MASONRY B) ADJACENT TO ALL WINDOWS AND DOORS EXTERIOR ENVELOPE 11'-3 1/2" AT VARIOUS LOCATIONS. MACK RESIDENCE & 6. REMOVE ALL EXISTING ATTACHED ELEMENTS INCLUDING WIRES AND B-4 ASSOCIATED ATTACHMENTS AND OTHER ATTACHMENTS (INCLUDING MOUSSAZADEH RESIDENCE 05. BLUESTONE CRACKED CAST STONE MASONRY. EMBEDDED ANCHORS) WHERE INDICATED. PATCH MASONRY AT ALL B-3 06. REMOVED ATTACHMENTS AND EMBEDMENTS WITH RESTORATION MORTAR 4 - 8 East 94th Street SHELF ANGLE DETERIORATION AND ASSOCIATED DISPLACED/ M.O. 8'-7 7/8" C-33 CRACKED MASONRY. TO MATCH ADJACENT MASONRY IN COLOR, TEXTURE AND PERFORMANCE New York, NY 10128 B-3 B-9 CHARACTERISTICS. M.O. 8'-7 7/8" 07. SHIFTED CAST STONE MASONRY. B-1 7. RAKE AND REPOINT CAST STONE MASONRY JOINTS WHERE INDICATED; M.O. 6'-11 1/4" MORTAR TO MATCH ORIGINAL BASED ON SCIENTIFIC ANALYSIS. IN DRAWING TITLE: 08. LOOSE SHEET METAL CAPS. M.O. 6'-11 1/4" B-6 B-3 B-4 ADDITION TO THOSE INDICATED RAKE AND REPOINT 100 SQ. FEET OF JOINTS. M.O. 6'-3 3/8" C-34 EL. 0'-0" CEMENT PLASTER WATER TABLE 09. OPEN JOINTS AT SHEET METAL REGLETS. M.O. 6'-3 3/8" FIRST FLR. SUBFLOOR 8. RAKE AND REPOINT CAST STONE MASONRY JOINTS WHERE INDICATED; MORTAR TO MATCH ORIGINAL BASED ON SCIENTIFIC ANALYSIS. 10. OPEN VERTICAL JOINTS BETWEEN CAST STONE AND BRICK S-2 MASONRY. 9. RAKE AND REPOINT BRICK MASONRY JOINTS WHERE INDICATED; MORTAR REAR ELEVATION CP-1 TO MATCH ORIGINAL BASED ON SCIENTIFIC ANALYSIS. IN ADDITION TO 11. DETERIORATED MORTAR JOINTS AT SILLS. THOSE INDICATED RAKE AND REPOINT 100 SQ. FT. OF JOINTS. C-37 C-35 12. DETERIORATED POINTING MORTAR AT BRICK PARAPETS 10. PATCH SPALLED AND CRACKED CAST STONE AND STONE MASONRY WITH 10'-0" RESTORATION MORTAR TO MATCH CAST STONE OR STONE IN COLOR, DRAWING NUMBER: C-36 C-36 13. OPEN STEP CRACKS THROUGHOUT TEXTURE AND PERFORMANCE CHARACTERISTICS. B-6 1 REAR ELEVATION E A-401 DATE: A B C D A-401 1/4" = 1' - 0" 06/11/08 SCALE: 1/4" = 1' - 0" EL. -10'-0" PROJECT NO. 0625 12'-11 1/2" FIRST FLR. SUBFLOOR 15'-1 1/4" 12'-11 1/2" 62 Proposed Rear Elevation 15'-1 1/4" Typical Window Grouping, Building 4 TYPICAL WOOD WINDOW PROFILE TYPE 25 TYPE 26 TYPE 27 TYPE 28 TYPE 25 TYPE 26 TYPE 27 TYPE 28 M.O. 5'-1 3/4" M.O. 12'-11" M.O. 3'-8" M.O. 5'-6 5/8" M.O. 5'-1 3/4" M.O. 12'-11" M.O. 3'-8" M.O. 5'-6 5/8"