1
REMOVE CONCRETE PAVEMENT AND SUBSTRATE ABOVE CONCRETE ACCESS PANELS IN BASEMENT CEILING. REMOVE CLEANLY TO EXISTING JOINT LINES. CAREFULLY REMOVE AND SALVAGE CONCRETE ACCESS PANELS FOR REINSTALLATION. FOLLOWING COMPLETION OF USE OF ACCESS OPENING, REINSTALL ACCESS PANELS. PROVIDE NEW SUBSTRATE (INCLUDING WATERPROOFING) AND CONCRETE PAVEMENT SLAB TO MATCH EXISTING ADJACENT, INCLUDING, BUT NOT LIMITED TO: STRENGTH, SLOPE FOR DRAINAGE, CONTROL JOINT PATTERN, COLOR, TEXTURE. COORDINATE PLACEMENT OF REINFORCEMENT WITH STRUCTURAL DRAWINGS PROTECT EXISTING CONCRETE PAVEMENT, TILES, STAIRS, AND DRAINS TO REMAIN (TYP.) 14'-3" PROTECT EXISTING GRANITE RETAINING WALLS AND BUILDING EXTERIOR TO REMAIN (TYP.) GENERAL NOTES: 1. CONTRACTOR IS TO VERIFY ALL CONDITIONS IN THE FIELD. NOTIFY THE COMMISSIONER IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. 2. CONTRACTOR IS TO MARK OUT ALL LOCATIONS FOR REVIEW BY COMMISSIONER PRIOR TO ANY CUTTING OF OR APPLICATION TO HISTORIC FABRIC, INCLUDING BUT NOT LIMITED TO, PLASTER WALLS AND WOOD PANELING. 3. REFER TO PROJECT MANUAL FOR ADDITIONAL INFORMATION. 4. SCALE IS AS NOTED FOR FULL SIZED, 36” X 48" SHEETS. A-202 TEL. OFFICE CHIEF CLERK G-125 ■>A NEW CONCRETE PAVEMENT SLAB. MATCH EXISTING ADJACENT, INCLUDING, BUT NOT LIMITED TO: STRENGTH, SLOPE FOR DRAINAGE, CONTROL JOINT PATTERN, COLOR, TEXTURE. COORDINATE PLACEMENT OF REINFORCEMENT WITH STRUCTURAL DRAWINGS------------ PARTIAL GROUND FLOOR PLAN SCALE: 1/4" = 1’-0" CONCRETE PAVEMENT AND SUBSTRATE (5) CONCRETE ACCESS PANELS MAINTAIN POSITIVE DRAINAGE TO EXISTING DRAIN EXISTING GRANITE SITE WALL EXISTING DRAIN A-202 -------------------------------------- -x -l .. \ r *\ / i ................ I t irr-'v-TTT77“ .... - I .. " i I i i I Y —v Jt v -U A-202 EXISTING GRANITE STAIRS NEW WATERPROOFING EXISTING WATERPROOFING 7-0" EQUIPMENT ROOM B-110 EXISTING CONCRETE SLAB TO REMAIN NEW WATERPROOFING Ji CM MAINTAIN POSITIVE DRAINAGE TO EXISTING DRAIN NEW SEALANT. FILL TO 1/8" OF TOP SURFACE - BOND BREAKER 1/4" OR 1/2" PREFORMED JOINT FILLER. MATCH TO THICKNESS OF ADJACENT PAVEMENT <7 <7 <7 4 4 < 4 . <7 4 <7 <7 4 ' <7 4 <7 4 4 <7 REINSTALL REMOVABLE ACCESS PANELS FOLLOWING COMPLETION OF USE. — 7-0" X 14-0" CLEAR ACCESS OPENING- EXISTING CONCRETE BEAM TO REMAIN ----- <7 A NEW WATERPROOFING EXISTING WATERPROOFING CM t 9 CM SECTION LOOKING EAST SCALE: 1/4" = 1'-0" DETAIL SCALE: 3" = 1'-0" DETAIL SCALE: 3" = 1'-0" REMOVE AND SALVAGE FOR REINSTALLATION (5) CONCRETE ACCESS PANELS IN BASEMENT CEILING. REFER TO MECHANICAL DRAWINGS FOR EXTENT OF USE OF OPENING. FOLLOWING COMPLETION OF USE, REINSTALL PANELS. REFER TO STRUCTURAL DRAWINGS. 7'-0" CLEAR EQUIPMENT ROOM B-110 J L 1 J EXTENT OF PLASTER REMOVAL ALLOWED FOR ALTERNATE PIPE INSTALLATION ROUTE, ONLY IF REQUIRED. REFER TO 13/A-201 FOR PREFERRED ROUTE. CAREFULLY REMOVE PORTION OF FLAT PLASTER CEILING AS REQUIRED TO INSTALL NEW PIPES. REFER TO MECHANICAL DRAWINGS. PROTECT ALL PLASTER WITHIN 12" OF DECORATIVE SHALLOW RELIEF PLASTER CORNICE TO REMAIN. UPON COMPLETION OF WORK PROVIDE NEW PAINTED PLASTER ON LATH TO MATCH EXISTING V A-202J > REMOVE SECTION OF DUCT TO ALLOW FOR ACCESS TO CONCRETE ACCESS PANELS ABOVE. REINSTALL FOLLOWING COMPLETION OF WORK. REFER TO MECHANICAL DRAWINGS. PROTECT ALL ORNAMENTAL PLASTER AT CEILING AND WALLS TO REMAIN, INCLUDING BUT NOT LIMITED TO ALL SHALLOW RELIEF PLASTER. TYP. PIPE CHASE BEYOND. REFER TO SHEET A-201. DO NOT ACCESS FROM COURT ROOM. PARTIAL BASEMENT FLOOR PLAN SCALE: 1/4" = i'-O" CITY COURT #539 - CEILING DETAIL LOOKING NORTH NTS 0 1" 2" 3" 4" 5" 6SCALE: 3" = 1'-0* 0 2' 4' 8' SCALE: 1/4" - 1'-0" NEW YORK CITY DEPARTMENT OF DESIGN + CONSTRUCTION JLWSP 512 Seventh Avenue New York, NY 10018 (212)532-9600 www.wspgroup.com/usa JHPA JAN HIRD POKORNY ASSOCIATES 39 WEST 3 7 T H STREET NEW YORK NY 10 018 TELEPHONE 212.759.6462 FACSIMILE 212.759.6540 DOB STAMP NO. ISSUE / REVISION 01 02 03 04 05 DESIGN DEVELOPMENT 50% CD 100% CD 100% CD 100% CD DATE 01/30/2015 05/29/2015 12/18/2015 04/08/2016 06/16/2016 DIVISION OF PUBLIC BUILDINGS FMS ID: FMS ID -E 1 4-0008 PROJECT MANHATTAN SUPREME COURT 60 CENTRE ST. NEW YORK, NY 10007 DEPARTMENT OF CITYWIDE ADMINISTRATIVE SERVICES FOR THE: DRAWING TITLE DETAILS BASEMENT ACCESS PANELS DATE 06/16/2016 SCALE AS NOTED SEAL m h PROJECT NO. B14.07120 DRAWN BY JHPA CHECKED BY JHPA DRAWING NUMBER A-202.00 SHEET OF 22 22

NEW YORK CITY DEPARTMENT OF JLWSP...supreme court 60 centre st. new york, ny 10007 department of citywide administrative services for the: drawing title details basement access panels

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Page 1: NEW YORK CITY DEPARTMENT OF JLWSP...supreme court 60 centre st. new york, ny 10007 department of citywide administrative services for the: drawing title details basement access panels

REMOVE CONCRETE PAVEMENT AND SUBSTRATE ABOVE CONCRETE ACCESS PANELS IN BASEMENT CEILING. REMOVE CLEANLY TO EXISTING JOINT LINES. CAREFULLY REMOVE AND SALVAGE CONCRETE ACCESS PANELS FOR REINSTALLATION. FOLLOWING COMPLETION OF USE OF ACCESS OPENING, REINSTALL ACCESS PANELS. PROVIDE NEW SUBSTRATE (INCLUDING WATERPROOFING) AND CONCRETE PAVEMENT SLAB TO MATCH EXISTING ADJACENT, INCLUDING, BUT NOT LIMITED TO: STRENGTH, SLOPE FOR DRAINAGE, CONTROL JOINT PATTERN, COLOR, TEXTURE. COORDINATE PLACEMENT OF REINFORCEMENT WITH STRUCTURAL DRAWINGS

PROTECT EXISTING CONCRETE PAVEMENT, TILES, STAIRS, AND DRAINS TO REMAIN (TYP.)

14'-3"

PROTECT EXISTING GRANITE RETAINING WALLS AND BUILDING EXTERIOR TO REMAIN (TYP.)

GENERAL NOTES:

1. CONTRACTOR IS TO VERIFY ALL CONDITIONS IN THE FIELD. NOTIFY THE COMMISSIONER IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND.

2. CONTRACTOR IS TO MARK OUT ALL LOCATIONS FOR REVIEW BY COMMISSIONER PRIOR TO ANY CUTTING OF OR APPLICATION TO HISTORIC FABRIC, INCLUDING BUT NOT LIMITED TO, PLASTER WALLS AND WOOD PANELING.

3. REFER TO PROJECT MANUAL FOR ADDITIONAL INFORMATION.

4. SCALE IS AS NOTED FOR FULL SIZED, 36” X 48" SHEETS.

A-202

TEL. OFFICE CHIEF CLERK G-125

■>A

NEW CONCRETE PAVEMENT SLAB. MATCH EXISTING ADJACENT, INCLUDING, BUT NOT LIMITED TO: STRENGTH, SLOPE FOR DRAINAGE, CONTROL JOINT PATTERN, COLOR, TEXTURE. COORDINATE PLACEMENT OF REINFORCEMENT WITH STRUCTURAL DRAWINGS------------

PARTIAL GROUND FLOOR PLANSCALE: 1/4" = 1’-0"

CONCRETE PAVEMENT AND SUBSTRATE

(5) CONCRETE ACCESS PANELS

MAINTAIN POSITIVE DRAINAGE TO EXISTING DRAIN

EXISTING GRANITE SITE WALL

EXISTING DRAIN

A-202

-------------------------------------- - x - l .. \ r *\ / ■ i—................ I ■ t ir r - 'v -T T T 77“ .... - I .. "

i

Ii i

I Y—v —Jt v -U

A-202 EXISTING GRANITE STAIRS

NEW WATERPROOFING

EXISTING WATERPROOFING

7-0"

EQUIPMENT ROOMB-110

EXISTING CONCRETE SLAB TO REMAIN

NEW WATERPROOFING

JiCM

MAINTAIN POSITIVE DRAINAGE TO EXISTING DRAIN

NEW SEALANT. FILL TO 1/8" OF TOP SURFACE -

BOND BREAKER

1/4" OR 1/2" PREFORMED JOINT FILLER. MATCH TO THICKNESS OF ADJACENT PAVEMENT

<7<7

<7 4

4 < 4

. <7

4<7

<7

4

■ ' <7

4<7

■ 44

<7

REINSTALL REMOVABLE ACCESS PANELS FOLLOWINGCOMPLETION OF USE. —

7-0" X 14-0" CLEAR ACCESS OPENING-

EXISTING CONCRETE BEAM TO REMAIN -----

< 7A

NEW WATERPROOFING

EXISTING WATERPROOFING

CM

t

9CM

SECTION LOOKING EASTSCALE: 1/4" = 1'-0"

DETAILSCALE: 3" = 1'-0"

DETAILSCALE: 3" = 1'-0"

REMOVE AND SALVAGE FOR REINSTALLATION (5) CONCRETE ACCESS PANELS IN BASEMENT CEILING. REFER TO MECHANICAL DRAWINGS FOR EXTENT OF USE OF OPENING. FOLLOWING COMPLETION OF USE, REINSTALL PANELS. REFER TO STRUCTURAL DRAWINGS.

7'-0" CLEAR

EQUIPMENT ROOM B-110J L

1

J

EXTENT OF PLASTER REMOVAL ALLOWED FOR ALTERNATE PIPE INSTALLATION ROUTE, ONLY IF REQUIRED. REFER TO 13/A-201 FOR PREFERRED ROUTE.

CAREFULLY REMOVE PORTION OF FLAT PLASTER CEILING AS REQUIRED TO INSTALL NEW PIPES. REFER TO MECHANICAL DRAWINGS. PROTECT ALL PLASTER WITHIN 12" OF DECORATIVE SHALLOW RELIEF PLASTER CORNICE TO REMAIN. UPON COMPLETION OF WORK PROVIDE NEW PAINTED PLASTER ON LATH TO MATCH EXISTING

V A-202J

>

REMOVE SECTION OF DUCT TO ALLOW FOR ACCESS TO CONCRETE ACCESS PANELS ABOVE. REINSTALL FOLLOWING COMPLETION OF WORK. REFER TO MECHANICAL DRAWINGS.

PROTECT ALL ORNAMENTAL PLASTER AT CEILING AND WALLS TO REMAIN, INCLUDING BUT NOT LIMITED TO ALL SHALLOW RELIEF PLASTER. TYP.

PIPE CHASE BEYOND. REFER TO SHEET A-201. DO NOT ACCESS FROM COURT ROOM.

PARTIAL BASEMENT FLOOR PLANSCALE: 1/4" = i'-O"

CITY COURT #539 - CEILING DETAIL LOOKING NORTHNTS

0 1" 2" 3" 4 " 5" 6”

SCALE: 3" = 1'-0*0 2' 4' 8'

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

NEW YORK CITY DEPARTMENT OFDESIGN + CONSTRUCTION

JLWSP512 Seventh Avenue New York, NY 10018

(2 1 2 )5 3 2 -9 6 0 0 www.wspgroup.com/usa

JHPAJ A N H I R D P O K O R N Y A S S O C I A T E S3 9 W E S T 3 7 T H S T R E E T N E W Y O R K N Y 1 0 0 1 8 T E L E P H O N E 2 1 2 . 7 5 9 . 6 4 6 2 F A C S I M I L E 2 1 2 . 7 5 9 . 6 5 4 0

DOB STAMP

NO. ISSUE / REVISION

01

02

03

04

05

DESIGN DEVELOPMENT

50% CD

100% CD

100% CD

100% CD

DATE

01/30/2015

05/29 /2015

12/18/2015

04/08 /2016

06/16/2016

DIVISION OF PUBLIC BUILDINGSFMS ID:

FMS ID -E 1 4-0008PROJECT

MANHATTAN SUPREME COURT

60 CENTRE ST.NEW YORK, NY 10007

DEPARTMENT OF CITYWIDE ADMINISTRATIVE SERVICES

FOR THE:

DRAWING TITLE

DETAILS BASEMENT ACCESS PANELS

DATE06/16/2016

SCALEAS NOTED

SEAL

m s È h

PROJECT NO.B14.07120

DRAWN BYJHPA

CHECKED BYJHPA

DRAWING NUMBER

A-202.00SHEET OF

22 22