L-001.00 JOB NO. ................. PAGE NO. 1 OF 10 EXISTING - - PowerPoint PPT Presentation

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L-001.00 JOB NO. ................. PAGE NO. 1 OF 10 EXISTING - - PowerPoint PPT Presentation

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TENANT SAFETY PLAN THE CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE FOLLOWING REQUIREMENTS FOR CONSTRUCTION WITHIN OCCUPIED PREMISES. 200'-0" 1. THE CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY 100'-0" 100'-0"

slide-1
SLIDE 1

PRINCE STREET MERCER STREET BROADWAY

125'-0" 200'-0"

BLOCK 512

LOT 20

50'-0" 48'-0" 124'-0" 100'-0" 100'-0" 3'-0" 1'-0"

PRINCE ST. BROADWAY

  • W. HOUSTON

PLOT PLAN NOT TO SCALE

579 BROADWAY BLOCK: 512 LOT: 20 ZONING: M1-5B MAP: 12c CLASS 3 NON-FIREPROOF (OLD CODE) EXISTING 5 STORIES AND CELLAR AND SUBCELLAR OCCUPANCY: MIXED COMMERCIAL AND RESIDENTIAL COMMUNITY BOARD NO. 102 METES AND BOUNDS DIMENSIONS SHOWN ARE DERIVED FROM TAX MAP

LIST OF DRAWINGS

NORTH L-001 PLOT PLAN, LIST OF DRAWINGS, CONTRACTOR NOTES, TENANT SAFETY PLAN, TAX MAP AND LANDMARK'S SOHO DISTRICT MAP L-002 EXISTING CONTEXTUAL PHOTOS L-002A CURRENT CONTEXTUAL PHOTOS L-003 EXISTING AND PROPOSED ELEVATIONS L-003A EXISTING AND PROPOSED ELEVATIONS L-004 EXISTING AND PROPOSED GROUND FLOOR PLANS L-005 EXISTING AND PROPOSED ELEVATIONS, SECTIONS AND PLANS L-006 BAY 1: PROPOSED GROUND FLOOR ELEVATION, SECTION & PLAN DETAILS L-007 BAY 2: PROPOSED GROUND FLOOR ELEVATION, SECTION & PLAN DETAILS L-008 BAY 3: PROPOSED GROUND FLOOR ELEVATION, SECTION & PLAN DETAILS

L-001.00

JOHN FURTH PEACHY, ARCHITECT 146 FRANKLIN ST., NEW YORK, N.Y.

DRAWING NO. DRAWING TITLE PLOT PLAN, LIST OF DRAWINGS, CONTRACTOR NOTES, TENANT SAFETY PLAN, TAX MAP AND LANDMARK'S SOHO DISTRICT MAP REVISION DESCRIPTION DATE

JFP

CHECKED BY DRAWN BY

SSC 03/20/18

DATE

AS NOTED

SCALE

152 MERCER STREET NEW YORK, NY NEW STOREFRONT INFILL: GROUND FLOOR

1 OF 10

PAGE NO.

.................

JOB NO.

TENANT SAFETY PLAN

TAX MAP NOT TO SCALE LANDMARK'S SOHO DISTRICT MAP NOT TO SCALE

NORTH THE CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE FOLLOWING REQUIREMENTS FOR CONSTRUCTION WITHIN OCCUPIED PREMISES.

  • 1. THE CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY

BRACING AND SHORING WHEREVER ANY STRUCTURAL WORK IS INVOLVED.

  • 2. CONSTRUCTION OPERATION WILL NOT BLOCK HALLWAYS OR

MEANS OF EGRESS OF THE BUILDING.

  • 3. ALL BUILDING MATERIALS STORED AT THE CONSTRUCTION AREA,

ARE TO BE SECURED IN A LOCKED AREA WITH ACCESS CONTROLLED BY THE OWNER AND/OR GENERAL CONTRACTOR.

  • 4. ALL MATERIAL TO BE STORED IN A ORDERLY FASHION.
  • 5. ALL FLAMMABLE MATERIALS ARE TO BE KEPT TIGHTLY SEALED IN

THEIR ORIGINAL CONTAINERS. SUCH MATERIALS SHALL BE KEPT AWAY FROM HEAT OR OPEN FLAMES.

  • 6. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN AN

ADEQUATELY VENTILATED SPACE.

  • 7. ALL ELECTRICAL POWER IS TO BE SHUT-OFF WHERE THERE IS

EXPOSED CONDUIT.

  • 8. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA IS TO BE

SHUT OFF AFTER WORKING HOURS. 9.THE CONTRACTOR, AT ALL TIMES, SHALL MAKE SURE THERE IS NO LEAKAGE OF NATURAL GAS IN BUILDING, OR ANY OTHER FLAMMABLE GAS USED IN CONSTRUCTION.

  • 10. THE CONTRACTOR SHALL NOT BURN ANY DEBRIS OR MAINTAIN

ANY OPEN FLAMES ON THE SITE. 11.CONSTRUCTION OPERATION WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO OTHER TENANTS OF THE BUILDING. 12.DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. 13.DEBRIS, DIRT AND DUST SHALL BE CLEANED UP AND REMOVED FROM THE SITE PERIODICALLY TO AVOID ANY EXCESSIVE ACCUMULATION. 14.CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8 A.M. TO 5 P.M., MONDAYS THROUGH FRIDAYS, EXCEPT LEGAL HOLIDAYS. 15.THE CONTRACTOR SHALL OBTAIN THE WRITTEN CONSENT OF ALL PARTIES AFFECTED BY HIS WORKING DURING OTHER THAN REGULAR WORK HOURS AND OBTAIN ALL REQUIRED PERMITS FOR SUCH WORK PRIOR TO COMMENCEMENT.

CONTRACTOR NOTES

  • 1. BEFORE STARTING WORK, THE CONTRACTOR SHALL OBTAIN ALL

REQUIRED PERMITS AND SHALL VERIFY EXISTING DIMENSIONS AND CONDITIONS AT THE BUILDING.

  • 2. THE CONTRACTOR SHALL PROPERLY PROTECT AND MAKE SAFE

ADJACENT PROPERTY AS JOB CONDITIONS REQUIRE.

  • 3. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND REQUIRED

PRECAUTIONS DURING BUILDING OPERATIONS AS PER ARTICLE 10 FOR STORAGE OF MATERIALS AS PER SECTION C26-551.0, PROTECTION OF PUBLIC AND WORKERS AS PER SECTION C26-552.0 AND PROTECTION OF ADJOINING PROPERTY AS PER SECTION C26-561.0.

  • 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION

OF ALL EXISTING AND NEW CONDITIONS AND MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA. ANY DAMAGE CAUSED DURING THE EXECUTION OF THE WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE REPAIRED TO THE OWNER'S SATISFACTION, AT THE EXPENSE OF THE CONTRACTOR AND ONCE DURING CONSTRUCTION OPERATIONS.

  • 5. THE CONTRACTOR SHALL KEEP THE CONSTRUCTION SITE FREE AND

CLEAR OF ALL DEBRIS AND KEEP OUT ALL UNAUTHORIZED

  • PERSONS. UPON COMPLETION OF THE WORK, CONSTRUCTION

AREAS SHALL BE CLEANED AND DELIVERED TO THE OWNER BROOM CLEAN.

  • 6. THE CONTRACTOR SHALL PROPERLY COMPLY WITH ALL APPLICABLE

REQUIREMENTS OF LOCAL LAW 76 RELATING TO ASBESTOS ABATEMENT.

  • 7. THE CONTRACTOR SHALL MAINTAIN THE BUILDING IN A MANNER AS

TO PROTECT IT FROM WATER DAMAGE CAUSED BY WEATHER AND BROKEN PIPES.

  • 8. THE CONTRACTOR SHALL VERIFY DIMENSIONS IN FIELD. DO NOT

SCALE THE DRAWINGS. BEFORE COMMENCING WORK, DISCUSS DISCREPANCIES WITH OWNER/ARCHITECT. THIS PROPOSAL IS FOR THE STOREFRONT INFILL ONLY. (3 BAYS TOTAL)

  • NO SIDEWALK OR STEEL DIAMOND PLATE VAULT DECKING PROPOSED.
  • ALL EXISTING AND HISTORIC CAST IRON MATERIAL (SHUTTERS,

COLUMNS) TO REMAIN UNDISTURBED.

  • EXISTING SIAMESE SPRINKLER CONNECTION AND OIL BURNER

WHISTLE RISER TO REMAIN UNDISTURBED.

slide-2
SLIDE 2

L-002.00

JOHN FURTH PEACHY, ARCHITECT 146 FRANKLIN ST., NEW YORK, N.Y.

DRAWING NO. DRAWING TITLE

EXISTING CONTEXTUAL PHOTOS

CIRCA 5/14/12

REVISION DESCRIPTION DATE

JFP

CHECKED BY DRAWN BY

SSC 03/20/18

DATE

AS NOTED

SCALE

152 MERCER STREET NEW YORK, NY NEW STOREFRONT INFILL: GROUND FLOOR

2 OF 10

PAGE NO.

...................

JOB NO.

STOREFRONT ELEVATIONS EXISTING NORTH & SOUTH SIDEWALK VIEWS

THIS PROPOSAL IS FOR THE STOREFRONT INFILL ONLY. (3 BAYS TOTAL)

  • NO SIDEWALK OR STEEL DIAMOND PLATE VAULT DECKING PROPOSED.
  • ALL EXISTING AND HISTORIC CAST IRON MATERIAL (SHUTTERS,

COLUMNS) TO REMAIN UNDISTURBED.

  • EXISTING SIAMESE SPRINKLER CONNECTION AND OIL BURNER

WHISTLE RISER TO REMAIN UNDISTURBED.

NORTH VIEW SOUTH VIEW

EXISTING METAL DISPLAY INFILL (BOTH SIDES) 152 MERCER STREET AREA OF WORK EXISTING METAL AND GLASS DOORS WITH LED ADVERTISING SIGN ABOVE

150-152 MERCER STREET EXISTING ELEVATION

slide-3
SLIDE 3

L-002A.00

JOHN FURTH PEACHY, ARCHITECT 146 FRANKLIN ST., NEW YORK, N.Y.

DRAWING NO. DRAWING TITLE

CURRENT CONTEXTUAL PHOTOS

REVISION DESCRIPTION DATE

JFP

CHECKED BY DRAWN BY

SSC 03/20/18

DATE

AS NOTED

SCALE

152 MERCER STREET NEW YORK, NY NEW STOREFRONT INFILL: GROUND FLOOR

3 OF 10

PAGE NO.

...................

JOB NO.

CURRENT BUILDING ELEVATION (03/20/18)

THIS PROPOSAL IS FOR THE STOREFRONT INFILL ONLY. (3 BAYS TOTAL)

  • NO SIDEWALK OR STEEL DIAMOND PLATE VAULT DECKING PROPOSED.
  • ALL EXISTING AND HISTORIC CAST IRON MATERIAL (SHUTTERS,

COLUMNS) TO REMAIN UNDISTURBED.

  • EXISTING SIAMESE SPRINKLER CONNECTION AND OIL BURNER

WHISTLE RISER TO REMAIN UNDISTURBED.

BAY 1 (03/20/18) BAY 2 (03/20/18) BAY 3 (03/20/18) CURRENT STOREFRONT ELEVATION (03/20/18)

slide-4
SLIDE 4

148

SIGNAGE S I G N A G E

152 152 S I G N A G E

SHAFTWAY SHAFTWAY

SHAFTWAY

TOP OF PARAPET AT COPING TOP OF ROOF RAILING FINISHED SIDEWALK ELEVATION & CELLAR LANDING (GROUND FLOOR) 148 MERCER STREET ADJACENT BUILDING: FILED AND APPROVED UNDER LPC DOCKET 067955, CNE 08-1728

S I G N A G E

5TH FLOOR 4TH FLOOR 3RD FLOOR 2ND FLOOR 1ST FLOOR 8'-5 1/2"

S I G N A G E

150 MERCER STREET FILED AND APPROVED UNDER LPC DOCKET 171461, COFA 17-2065

  • EXIST. 1ST FLOOR BEYOND

NO WORK PROPOSED 5'-1 1/2" 5'-1 1/4" 152 MERCER STREET 1ST FLOOR: FILED AND APPROVED UNDER LPC DOCKET 166960, COFA 16-7760 154 MERCER STREET ADJACENT BUILDING 5'-1 3/4" GROUND FLOOR: AREA OF PROPOSED WORK (REMOVAL OF STOREFRONT INFILL) TENANT ENTRY DOORS TO REMAIN (SOLID METAL DOORS)

152 MERCER

148

SIGNAGE S I G N A G E

152 152 S I G N A G E

SHAFTWAY SHAFTWAY

SHAFTWAY

TOP OF PARAPET AT COPING TOP OF ROOF RAILING FINISHED SIDEWALK ELEVATION & CELLAR LANDING (GROUND FLOOR)

S I G N A G E

5TH FLOOR 4TH FLOOR 3RD FLOOR 2ND FLOOR 1ST FLOOR 8'-5 1/2"

S I G N A G E

  • EXIST. 1ST FLOOR BEYOND

NO WORK PROPOSED 148 MERCER STREET ADJACENT BUILDING: FILED AND APPROVED UNDER LPC DOCKET 067955, CNE 08-1728 150 MERCER STREET FILED AND APPROVED UNDER LPC DOCKET 171461, COFA 17-2065 5'-1 1/2" 5'-1 1/4" 152 MERCER STREET 1ST FLOOR: FILED AND APPROVED UNDER LPC DOCKET 166960, COFA 16-7760 154 MERCER STREET ADJACENT BUILDING 5'-1 3/4" AREA OF PROPOSED WORK WINDOW & DOOR INFILL TRIM DETAILS TO MATCH PREVIOUSLY APPROVED 150 MERCER STREET TENANT ENTRY DOORS TO REMAIN (SOLID METAL DOORS)

152 MERCER

L-003.00

JOHN FURTH PEACHY, ARCHITECT 146 FRANKLIN ST., NEW YORK, N.Y.

DRAWING NO. DRAWING TITLE

EXISTING AND PROPOSED ELEVATIONS

REVISION DESCRIPTION DATE

JFP

CHECKED BY DRAWN BY

SSC 03/20/18

DATE

AS NOTED

SCALE

152 MERCER STREET NEW YORK, NY NEW STOREFRONT INFILL: GROUND FLOOR

4 OF 10

PAGE NO.

...................

JOB NO.

1/8" = 1'-0"

EXISTING ELEVATION 1

1/8" = 1'-0"

PROPOSED ELEVATION 2

THIS PROPOSAL IS FOR THE STOREFRONT INFILL ONLY. (3 BAYS TOTAL)

  • NO SIDEWALK OR STEEL DIAMOND PLATE VAULT DECKING PROPOSED.
  • ALL EXISTING AND HISTORIC CAST IRON MATERIAL (SHUTTERS,

COLUMNS) TO REMAIN UNDISTURBED.

  • EXISTING SIAMESE SPRINKLER CONNECTION AND OIL BURNER

WHISTLE RISER TO REMAIN UNDISTURBED.

GENERAL NOTES

  • 1. ALL EXISTING HISTORIC CAST IRON MATERIAL TO BE RESTORED

AND RETAINED.

  • 2. NO CAST IRON COMPONENT TO BE PUNCTURED OR ALTERED

WITH NEW CONSTRUCTION

  • 3. EXISTING HISTORIC SHUTTERS ON THE GROUND FLOOR TO BE

OPEN AND PLACED IN EXISTING COLUMN POCKET.

slide-5
SLIDE 5

148

SIGNAGE S I G N A G E

152 152 S I G N A G E

SHAFTWAY SHAFTWAY

SHAFTWAY

TOP OF PARAPET AT COPING TOP OF ROOF RAILING FINISHED SIDEWALK ELEVATION & CELLAR LANDING (GROUND FLOOR) 148 MERCER STREET ADJACENT BUILDING: FILED AND APPROVED UNDER LPC DOCKET 067955, CNE 08-1728

S I G N A G E

5TH FLOOR 4TH FLOOR 3RD FLOOR 2ND FLOOR 1ST FLOOR 8'-5 1/2"

S I G N A G E

150 MERCER STREET FILED AND APPROVED UNDER LPC DOCKET 171461, COFA 17-2065

  • EXIST. 1ST FLOOR BEYOND

NO WORK PROPOSED 5'-1 1/2" 5'-1 1/4" 152 MERCER STREET 1ST FLOOR: FILED AND APPROVED UNDER LPC DOCKET 166960, COFA 16-7760 154 MERCER STREET ADJACENT BUILDING 5'-1 3/4" GROUND FLOOR: AREA OF PROPOSED WORK (REMOVAL OF STOREFRONT INFILL) TENANT ENTRY DOORS TO REMAIN (SOLID METAL DOORS)

152 MERCER

148

SIGNAGE S I G N A G E

152 152 S I G N A G E

SHAFTWAY SHAFTWAY

SHAFTWAY

TOP OF PARAPET AT COPING TOP OF ROOF RAILING FINISHED SIDEWALK ELEVATION & CELLAR LANDING (GROUND FLOOR)

S I G N A G E

5TH FLOOR 4TH FLOOR 3RD FLOOR 2ND FLOOR 1ST FLOOR 8'-5 1/2"

S I G N A G E

  • EXIST. 1ST FLOOR BEYOND

NO WORK PROPOSED 148 MERCER STREET ADJACENT BUILDING: FILED AND APPROVED UNDER LPC DOCKET 067955, CNE 08-1728 150 MERCER STREET FILED AND APPROVED UNDER LPC DOCKET 171461, COFA 17-2065 5'-1 1/2" 5'-1 1/4" 152 MERCER STREET 1ST FLOOR: FILED AND APPROVED UNDER LPC DOCKET 166960, COFA 16-7760 154 MERCER STREET ADJACENT BUILDING 5'-1 3/4" AREA OF PROPOSED WORK WINDOW & DOOR INFILL TRIM DETAILS TO MATCH PREVIOUSLY APPROVED 150 MERCER STREET TENANT ENTRY DOORS TO REMAIN (SOLID METAL DOORS)

152 MERCER

BENJAMIN MOORE "BEACHCOMBER", BM 993 BENJAMIN MOORE "DURANGO DUST", 2165-60

L-003A.00

JOHN FURTH PEACHY, ARCHITECT 146 FRANKLIN ST., NEW YORK, N.Y.

DRAWING NO. DRAWING TITLE

EXISTING AND PROPOSED ELEVATIONS

REVISION DESCRIPTION DATE

JFP

CHECKED BY DRAWN BY

SSC 03/20/18

DATE

AS NOTED

SCALE

152 MERCER STREET NEW YORK, NY NEW STOREFRONT INFILL: GROUND FLOOR

5 OF 10

PAGE NO.

...................

JOB NO.

1/8" = 1'-0"

EXISTING ELEVATION 1

1/8" = 1'-0"

PROPOSED ELEVATION 2

THIS PROPOSAL IS FOR THE STOREFRONT INFILL ONLY. (3 BAYS TOTAL)

  • NO SIDEWALK OR STEEL DIAMOND PLATE VAULT DECKING PROPOSED.
  • ALL EXISTING AND HISTORIC CAST IRON MATERIAL (SHUTTERS,

COLUMNS) TO REMAIN UNDISTURBED.

  • EXISTING SIAMESE SPRINKLER CONNECTION AND OIL BURNER

WHISTLE RISER TO REMAIN UNDISTURBED.

GENERAL NOTES

  • 1. ALL EXISTING HISTORIC CAST IRON MATERIAL TO BE RESTORED

AND RETAINED.

  • 2. NO CAST IRON COMPONENT TO BE PUNCTURED OR ALTERED

WITH NEW CONSTRUCTION

  • 3. EXISTING HISTORIC SHUTTERS ON THE GROUND FLOOR TO BE

OPEN AND PLACED IN EXISTING COLUMN POCKET.

PAINT NOTES

  • 1. SCRAPE AND PAINT EXISTING CAST IRON SHUTTERS, COLUMNS,

TRIM, SILLS AND THRESHOLDS. PRIMER - BENJAMIN MOORE RUSTOLEUM FINISH - BENJAMIN MOORE BM 993 "BEACHCOMBER"

  • 2. PAINT NEW WOOD WINDOW AND DOOR INFILL:

PRIMER - BENJAMIN MOORE FINISH - BENJAMIN MOORE 2165-60 "DURANGO DUST"

slide-6
SLIDE 6

PROPERTY LINE PROPERTY LINE DN FREIGHT ELEVATOR DN DN ELEVATOR VESTIBULE 50'-0" MERCER STREET CONCRETE SIDEWALK STEEL DIAMONDPLATE DN DN UP 50'-0" MERCER STREET PROPERTY LINE PROPERTY LINE AREA OF PROPOSED

  • WORK. SEE L005.00

DETAIL 3 DN FREIGHT ELEVATOR DN DN ELEVATOR VESTIBULE CONCRETE SIDEWALK DISPLAY DN DN UP NO WORK PROPOSED AT TENANT ENTRANCE DISPLAY

L-004.00

JOHN FURTH PEACHY, ARCHITECT 146 FRANKLIN ST., NEW YORK, N.Y.

DRAWING NO. DRAWING TITLE

EXISTING AND PROPOSED GROUND FLOOR PLANS

REVISION DESCRIPTION DATE

JFP

CHECKED BY DRAWN BY

SSC 03/20/18

DATE

AS NOTED

SCALE

152 MERCER STREET NEW YORK, NY NEW STOREFRONT INFILL: GROUND FLOOR

6 OF 10

PAGE NO.

...................

JOB NO.

1/8" = 1'-0"

EXISTING CELLAR (GROUND FLOOR) PLAN 1

1/8" = 1'-0"

PROPOSED CELLAR (GROUND FLOOR) PLAN 2

THIS PROPOSAL IS FOR THE STOREFRONT INFILL ONLY. (3 BAYS TOTAL)

  • NO SIDEWALK OR STEEL DIAMOND PLATE VAULT DECKING PROPOSED.
  • ALL EXISTING AND HISTORIC CAST IRON MATERIAL (SHUTTERS,

COLUMNS) TO REMAIN UNDISTURBED.

  • EXISTING SIAMESE SPRINKLER CONNECTION AND OIL BURNER

WHISTLE RISER TO REMAIN UNDISTURBED.

slide-7
SLIDE 7

9 L-005 5 L-005

BAY 1 BAY 2 BAY 3

FINISHED SIDEWALK ELEVATION & CELLAR LANDING (GROUND FLOOR) 1ST FLOOR 8'-5 1/2" 5'-1 1/2" 5'-1 3/4" 1'-0" 1'-0" 5'-1 1/4" 1'-0" 1'-0" 7 L-005 METAL & GLASS DOORS AND LED SIGNAGE ABOVE TO BE REMOVED METAL INFILL SILL BULKHEAD PANEL WITH MECH. LOUVERS (BOTH SIDES) METAL INFILL TO BE REMOVED (BOTH BAY 1 AND BAY 3) 8'-5 1/2" PUBLIC STAIRHALL 'A' 1ST FLOOR FINISHED SIDEWALK ELEVATION & CELLAR LANDING (GROUND FLOOR) NOTE: PER LICENSED ENGINEERS SPECIFICATIONS, SECURE NEW WOOD INFILL TO EXISTING MATERIAL OTHER THAN HISTORIC CAST IRON MATERIAL 1' - 8 1/4" 1' - 10 1/4" BOILER ROOM FAI DUCT & FAN TO REMAIN 8'-5 1/2" VERSANI STORE 1ST FLOOR FINISHED SIDEWALK ELEVATION & CELLAR LANDING (GROUND FLOOR)

  • EXIST. CAST IRON

SHUTTERS AND COLUMN TO REMAIN 8'-5 1/2" VERSANI STORE 1ST FLOOR FINISHED SIDEWALK ELEVATION & CELLAR LANDING (GROUND FLOOR) FIELD VERIFY EXIST. WOOD JOIST LOCATION 8'-5 1/2" PUBLIC STAIRHALL 'A' (NO WORK) 1ST FLOOR FINISHED SIDEWALK ELEVATION & CELLAR LANDING (GROUND FLOOR) NOTE: PER LICENSED ENGINEERS SPECIFICATIONS, SECURE NEW WOOD INFILL TO EXISTING MATERIAL OTHER THAN HISTORIC CAST IRON MATERIAL FAI SLEEVE AND GRILLE SEE L-006.0 DETAIL 5 SEE L-006.0 DETAIL 5 1' -5" EXISTING ACCESS DOOR TO REMAIN 3/4" PLY- WOOD

2'-0 1/4" 1'-6"

10 L-005 6 L-005

BAY 1 BAY 2 BAY 3

FINISHED SIDEWALK ELEVATION & CELLAR LANDING (GROUND FLOOR) 1ST FLOOR 8'-5 1/2" 5'-1 1/2" 5'-1 3/4" 1'-0" 1'-0" 5'-1 1/4" 1'-0" 1'-0" 8 L-005 AWNING PANEL HINGED ON BOTH SIDES WITH METAL ANGLE BRACE (TYP. BOTH SIDES) 6'-0" 6'-0" 6'-0" +/- SEE L-006.0 DETAIL 4 SEE L-007.0 DETAIL 4 1'-4" ± SEE L-008.0 DETAIL 4 1'-4" ± 3'-0"X7'-10" ACTIVE LEAF 1'-10"X7'-10" INACTIVE LEAF 2'-0"x6'-0" ACCESS PANEL 6'-0" 6'-0" 6'-0" +/-

  • EXIST. BOILER

ROOM FAI WITH FAN TO REMAIN VERSACE STORE

  • EXIST. SPRINKLER

SYSTEM MANIFOLD TO REMAIN 3'-0"X7'-10" ACTIVE LEAF 1'-10"X7'-10" INACTIVE LEAF 2'-0"x6'-0" ACCESS PANEL 8'-5 1/2" 1ST FLOOR FINISHED SIDEWALK ELEVATION & CELLAR LANDING (GROUND FLOOR) EXIST. BOILER CHIMNEY AND FLUE (NO WORK) 1' - 8 1/4" 1' - 10 1/4"

  • EXIST. SPRINKLER SYSTEM

MANIFOLD TO REMAIN FOR HYDRAULIC TEST 8'-5 1/2" 1ST FLOOR FINISHED SIDEWALK ELEVATION & CELLAR LANDING (GROUND FLOOR) FAI SLEEVE AND GRILLE 1' -5" SEE L-008.0 DETAIL 5 SEE L-008.0 DETAIL 5

2'-0 1/4" 1'-6"

3/4" PLY- WOOD

L-005.00

JOHN FURTH PEACHY, ARCHITECT 146 FRANKLIN ST., NEW YORK, N.Y.

DRAWING NO. DRAWING TITLE

EXISTING AND PROPOSED ELEVATIONS, SECTIONS AND PLANS

REVISION DESCRIPTION DATE

JFP

CHECKED BY DRAWN BY

SSC 03/20/18

DATE

AS NOTED

SCALE

152 MERCER STREET NEW YORK, NY NEW STOREFRONT INFILL: GROUND FLOOR

7 OF 10

PAGE NO.

...................

JOB NO.

1/2" = 1'-0"

1

1/2" = 1'-0"

PROPOSED SECTION DETAIL 6 2 EXISTING CELLAR (GROUND FLOOR) ELEVATION

1/2" = 1'-0"

PROPOSED CELLAR (GROUND FLOOR) ELEVATION 3

1/2" = 1'-0"

PROPOSED CELLAR (GROUND FLOOR) PLAN: WINDOW & FRAME BAY 1

1/2" = 1'-0"

PROPOSED SECTION DETAIL 10 BAY 3

1/2" = 1'-0"

EXISTING SECTION DETAIL 5 BAY 1

1/2" = 1'-0"

EXISTING SECTION DETAIL 9 BAY 3 4

1/2" = 1'-0"

PROPOSED CELLAR (GROUND FLOOR) PLAN: SILL BULKHEAD

1/2" = 1'-0"

PROPOSED SECTION DETAIL 8 BAY 2

1/2" = 1'-0"

EXISTING SECTION DETAIL 7 BAY 2

THIS PROPOSAL IS FOR THE STOREFRONT INFILL ONLY. (3 BAYS TOTAL)

  • NO SIDEWALK OR STEEL DIAMOND PLATE VAULT DECKING PROPOSED.
  • ALL EXISTING AND HISTORIC CAST IRON MATERIAL (SHUTTERS,

COLUMNS) TO REMAIN UNDISTURBED.

  • EXISTING SIAMESE SPRINKLER CONNECTION AND OIL BURNER

WHISTLE RISER TO REMAIN UNDISTURBED.

slide-8
SLIDE 8

8'-5 1/2" 1ST FLOOR FINISHED SIDEWALK ELEVATION & CELLAR LANDING (GROUND FLOOR) SLEEVE AND GRILLE SEE L-006.0 DETAIL 5 SEE L-006.0 DETAIL 5 2'-0 1/4" 1'-6" 3/4" PLYWOOD FAI 1' -5" 5'-1 1/2" 4'-5 1/2" 2'-0" NEW 5"X3'-4" +/- FAI GRILLES AT SILL PANELS BAY 1 AND 3 (TYP) 8'-3" SEE L-006.0 DETAIL 6 5'-41 4" 4" 4" 3'-10 1/2" 31 2" 31 2" 4" 4" 1'-0" 1'-0" AWNING PANEL HINGED ON BOTH SIDES WITH METAL ANGLE BRACE (TYP. BOTH SIDES) EXISTING WHISTLE RISER TO REMAIN EXISTING SIAMESE CONNECTION TO REMAIN 41 2" 1" 4" 11 2" 81 4" 11 2" 4" 11 2" 21 4" EXISTING COLUMN TO COLUMN SEE L-006.0 DETAIL 4 1'-4" 2'-0"x6'-0" ACCESS PANEL

EXISTING METAL SHUTTER LOCK BAR TO REMAIN 31 2" 4" 41 8" 31 4" 4" 3/4" PLYWOOD BRACE AS REQUIRED 1' - 10 1/4" 3 4" 31 2" 4" 1" FAI 2'-0" 1' - 5" 1" 1" 11 4" 1" 1" 41 2" 1" 4" 11 2" 51 4" 11 2" 4" 3 4" 11 2" 1 2" 33 4" 23 8" 21 4" ± FIELD VERIFY RELATIONSHIP OF EXISTING SHUTTER BAR AND NEW WOOD TRIM. CONFIRM WITH ARCHITECT ALIGN GLASS LINES OF WINDOWS AND DOOR 3/4" x 3/4" COVE MOLDING 1" x 1" COVE MOLDING NEW SLIDING METAL ANGLE BRACE NEW METAL GRILLE PANEL INSERT FOR VENTILATION GROUND FLOOR 1/8" MIN. VIF - TOP, BOTTOM AND SIDES SILL BULKHEAD NOSING TO DIE INTO CAST IRON FLANGE - NO OVERLAP 1'-0" 11 4" 4" 31 2" 3 4" 21 4" 3 4" 1" LINE OF SILL NOSING SET BACK 1

2" MIN.

FROM OUTSIDE EDGE OF CAST IRON

  • COLUMN. TYP. BOTH BAY 1 & BAY 3

FIELD VERIFY - CONFIRM WITH ARCHITECT 1 2" 4" 4" 2'-0" 1" 1 4" 11 4" 41 2" 1" 4" 11 2" 51 4" 11 2" 4" 3 4" 11 2" THUMBTURN (BOTH SIDES)

L-006.00

JOHN FURTH PEACHY, ARCHITECT 146 FRANKLIN ST., NEW YORK, N.Y.

DRAWING NO. DRAWING TITLE

BAY 1: PROPOSED GROUND FLOOR ELEVATION, SECTION AND PLAN DETAILS

REVISION DESCRIPTION DATE

JFP

CHECKED BY DRAWN BY

SSC 03/20/18

DATE

AS NOTED

SCALE

152 MERCER STREET NEW YORK, NY NEW STOREFRONT INFILL: GROUND FLOOR

8 OF 10

PAGE NO.

...................

JOB NO.

1" = 1'-0"

BAY 1: PROPOSED ELEVATION 1

1" = 1'-0"

BAY 1: PROPOSED SECTION 3

1" = 1'-0"

BAY 1: PROPOSED PLAN 2

3" = 1'-0"

BAY 1: PLAN DETAIL 4

3" = 1'-0"

BAY 1: SECTION DETAIL 5

BAY 3 SIMILAR BAY 3 SIMILAR BAY 3 SIMILAR 3" = 1'-0"

BAY 1: DETAIL 6

NOTE: WINDOW AND DOOR MANUFACTURER AND STOREFRONT CONTRACTOR ARE RESPONSIBLE FOR ALL COMPONENTS WITHIN THE EXISTING OPENING TO MEET STANDARDS OF LPC APPROVED DRAWINGS. ALL WOOD INFILL MATERIALS, TRIM DETAILS, DIMENSIONS, PROPORTIONS, PROFILES AND DOOR HARDWARE TO MATCH HISTORIC COMPONENTS OF PREVIOUSLY APPROVED 150 MERCER STREET. THIS PROPOSAL IS FOR THE STOREFRONT INFILL ONLY. (3 BAYS TOTAL)

  • NO SIDEWALK OR STEEL DIAMOND PLATE VAULT DECKING PROPOSED.
  • ALL EXISTING AND HISTORIC CAST IRON MATERIAL (SHUTTERS,

COLUMNS) TO REMAIN UNDISTURBED.

  • EXISTING SIAMESE SPRINKLER CONNECTION AND OIL BURNER

WHISTLE RISER TO REMAIN UNDISTURBED.

slide-9
SLIDE 9

8'-5 1/2" VERSANI STORE SEE L-007.0 DETAIL 5 SEE L-007.0 DETAIL 5 FIELD VERIFY 5'-1 3/4" 8'-3" WOOD PANEL 2'-10"X8" BRUSHED STAINLESS STEEL KICKPLATE BOTH SIDES 1'-8"X8" KICKPLATE 1 1/2" 1'-10"± 3'-0" (HOLD) 1 1/2" 7'-10" 2 3/4" 1 3/4" 8" 1'-2" 3 3/4" 5'-2 3/4" 4" 4" 4" 1'-4" 4" 4" 2'-4" 1'-0" 1'-0" EXISTING COLUMN TO COLUMN LINE OF UNDERSIDE OF EXISTING CAST IRON THRESHOLD (LINTEL) 1/8"± 1/8"± NOTE: VIF CLEARANCE DOORS MUST CLEAR METAL BAR TO OPEN 2'-0" 2'-11" VERIFY WITH ARCHITECT THUMB LATCH 2" VIF SIDEWALK HEIGHT VARIES 3" LINE OF UNDERSIDE OF EXISTING CAST IRON THRESHOLD (LINTEL) ALIGN ALIGN 3" 3" METAL SHUTTER LOCK BAR IN FOREGROUND (TYP.) VIF CLEARANCE DOORS MUST CLEAR METAL BAR TO OPEN SEE L-007.0 DETAIL 4 NEW DOOR STOP WITH HOOK AS REQUESTED BY OWNER 3'-0"X7'-10" ACTIVE LEAF 1'-10"X7'-10" INACTIVE LEAF BLOCKING AS REQUIRED EXISTING CAST IRON SHUTTERS AND COLUMN TO REMAIN UNDISTURBED (TYP.) EXISTING SIAMESE CONNECTION AND OIL WHISTLE TO REMAIN

CAULK ALL AROUND 21 4" 1" 13 4" 1" 4" 1 2" 4" 41 2" 4" EXISTING CAST IRON LINTEL TO REMAIN BLOCKING AS REQUIRED FUTURE DOOR CLOSER AS APPROVED BY OWNER ALIGN GLASS WITH WINDOW GLASS LINE 3 4" 13 4" 21 4" 1" 2" 1 2" 11 4" BRUSHED STAINLESS STEEL KICKPLATE BOTH SIDES 10" 1 5 16" 31 8" 21 4" 5 8" 113 8" 1 5 16" 3 4" 5 8" 2'-0" (HOLD) 1" ± 33 4" ALIGN GLASS WITH WINDOW BAY ZERO INTERNATIONAL DOOR SEAL AND THRESHOLD OR EQUAL 4" 4" 1 4" 1 4" NEW WOOD ASTRAGAL

L-007.00

JOHN FURTH PEACHY, ARCHITECT 146 FRANKLIN ST., NEW YORK, N.Y.

DRAWING NO. DRAWING TITLE

BAY 2: PROPOSED GROUND FLOOR ELEVATION, SECTION AND PLAN

REVISION DESCRIPTION DATE

JFP

CHECKED BY DRAWN BY

SSC 03/20/18

DATE

AS NOTED

SCALE

152 MERCER STREET NEW YORK, NY NEW STOREFRONT INFILL: GROUND FLOOR

9 OF 10

PAGE NO.

...................

JOB NO.

1" = 1'-0"

BAY 2: PROPOSED ELEVATION 1

1" = 1'-0"

BAY 2: PROPOSED SECTION 3

1" = 1'-0"

BAY 2: PROPOSED PLAN 2

3" = 1'-0"

BAY 2: PLAN DETAIL 4

3" = 1'-0"

BAY 2: DETAIL 5

NOTE: HARDWARE APPROVED BY OWNER AND ARCHITECT EXISTING COLUMN TO COLUMN OPENING TO BE CONFIRMED BY STOREFRONT CONTRACTOR AND FABRICATOR FABRICATOR TO CONFIRM DOOR DIMENSIONS BEFORE FABRICATION WITH OWNER AND ARCHITECT NOTE: WINDOW AND DOOR MANUFACTURER AND STOREFRONT CONTRACTOR ARE RESPONSIBLE FOR ALL COMPONENTS WITHIN THE EXISTING OPENING TO MEET STANDARDS OF LPC APPROVED DRAWINGS. ALL WOOD INFILL MATERIALS, TRIM DETAILS, DIMENSIONS, PROPORTIONS, PROFILES AND DOOR HARDWARE TO MATCH HISTORIC COMPONENTS OF PREVIOUSLY APPROVED 150 MERCER STREET. THIS PROPOSAL IS FOR THE STOREFRONT INFILL ONLY. (3 BAYS TOTAL)

  • NO SIDEWALK OR STEEL DIAMOND PLATE VAULT DECKING PROPOSED.
  • ALL EXISTING AND HISTORIC CAST IRON MATERIAL (SHUTTERS,

COLUMNS) TO REMAIN UNDISTURBED.

  • EXISTING SIAMESE SPRINKLER CONNECTION AND OIL BURNER

WHISTLE RISER TO REMAIN UNDISTURBED.

slide-10
SLIDE 10

1ST FLOOR FINISHED SIDEWALK ELEVATION & CELLAR LANDING (GROUND FLOOR) SLEEVE AND GRILLE FAI 8'-5 1/2" SEE L-008.0 DETAIL 5 SEE L-008.0 DETAIL 5 2'-0 1/4" 1'-6" 3/4" PLYWOOD 1' -5" 8'-3" 5'-1 1/4" 4'-5 1/4" SEE L-008.0 DETAIL 6 2'-0" NEW 5"X3'-4" +/- FAI GRILLES AT SILL PANELS BAY 1 AND 3 (TYP) AWNING PANEL HINGED ON BOTH SIDES WITH METAL ANGLE BRACE (TYP. BOTH SIDES) 5'-41 4" 4" 4" 3'-10 1/4" 31 2" 31 2" 4" 4" 1'-0" 1'-0" 41 2" 4" 11 2" 81 4" 11 2" 4" 11 2" 21 4" EXISTING COLUMN TO COLUMN SEE L-008.0 DETAIL 4

EXISTING METAL SHUTTER LOCK BAR 31 2" 4" 41 8" 31 4" 4" 1' - 10 1/4" 3 4" 31 2" 4" 1" FAI 2'-0" 1' - 5" 1" 1" 11 4" 1" 1" 41 2" 1" 4" 11 2" 51 4" 11 2" 4" 3 4" 11 2" 1 2" 33 4" (HOLD) 23 8" 21 4" ± 3/4" PLYWOOD BRACE AS REQUIRED 11 4" 1'-4" 33 4" 1" 4" 31 2" LINE OF SILL NOSING SET BACK 1

2" MIN.

FROM OUTSIDE EDGE OF CAST IRON

  • COLUMN. TYP. BOTH BAY 1 & BAY 3

1 2" EXISTING HISTORIC CAST IRON SHUTTERS TO REMAIN UNOBSTRUCTED IN FOLDED POSITION 4" 2'-0" 1" 1 4" 11 4" 41 2" 1" 4" 11 2" 51 4" 11 2" 4" 3 4" 11 2" THUMBTURN (BOTH SIDES)

L-008.00

JOHN FURTH PEACHY, ARCHITECT 146 FRANKLIN ST., NEW YORK, N.Y.

DRAWING NO. DRAWING TITLE

BAY 3: PROPOSED GROUND FLOOR ELEVATION, SECTION AND PLAN DETAILS

REVISION DESCRIPTION DATE

JFP

CHECKED BY DRAWN BY

SSC 03/20/18

DATE

AS NOTED

SCALE

152 MERCER STREET NEW YORK, NY NEW STOREFRONT INFILL: GROUND FLOOR

10 OF 10

PAGE NO.

...................

JOB NO.

1" = 1'-0"

BAY 3: PROPOSED ELEVATION 1

1" = 1'-0"

BAY 3: PROPOSED SECTION 3

1" = 1'-0"

BAY 3: PROPOSED PLAN 2

3" = 1'-0"

BAY 3: PLAN DETAIL 4

3" = 1'-0"

BAY 3: SECTION DETAIL 5

3" = 1'-0"

BAY 3: DETAIL 6

SILL BULKHEAD AND COMPONENTS OF BAY 1 AND BAY 3 TO MATCH SEE BAY 1 FOR NOTES NOTE: WINDOW AND DOOR MANUFACTURER AND STOREFRONT CONTRACTOR ARE RESPONSIBLE FOR ALL COMPONENTS WITHIN THE EXISTING OPENING TO MEET STANDARDS OF LPC APPROVED DRAWINGS. ALL WOOD INFILL MATERIALS, TRIM DETAILS, DIMENSIONS, PROPORTIONS, PROFILES AND DOOR HARDWARE TO MATCH HISTORIC COMPONENTS OF PREVIOUSLY APPROVED 150 MERCER STREET. THIS PROPOSAL IS FOR THE STOREFRONT INFILL ONLY. (3 BAYS TOTAL)

  • NO SIDEWALK OR STEEL DIAMOND PLATE VAULT DECKING PROPOSED.
  • ALL EXISTING AND HISTORIC CAST IRON MATERIAL (SHUTTERS,

COLUMNS) TO REMAIN UNDISTURBED.

  • EXISTING SIAMESE SPRINKLER CONNECTION AND OIL BURNER

WHISTLE RISER TO REMAIN UNDISTURBED.