WEST STREET ON STREET - New York...1 proposed west elevation - west street scope of work 1 remove...

WESTBETH ARTISTS’ HOUSING463 WEST STREET

NEW YORK, NY. 10014

PROJECT LOCATION:

BLOCK: 0639 LOT: 01LOT AREA: 96,999 +/- SFLOT FRONTAGE: 294 FTLOT DEPTH: 374 FTNUMBER OF FLOORS: 13GROSS FLOOR AREA: 542,808 +/- SF RESIDENTIAL UNITS: 384TOTAL # UNITS: 384ZONING: C6-3COMMUNITY BOARD: 102CENSUS TRACT: 79

SCOPE OF PROPOSED EXTERIOR WORK AT WEST STREET PASSAGEWAY [SECTION A]:

-REMOVE AND REBUILD EXISTING STAIR TO MATCH EXISTING-PROVIDE ADA CONCRETE RAMP AT WEST STREET PASSAGEWAY ENTRANCE FROM BOTTOM OF EXISTING CONCRETE STAIR UP TO EXISTING COURTYARD.

1

23

4

1

2 3

4

BETHUNE STREET

WES

T ST

REE

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BANK STREET

WA

SHIN

GTO

N S

TREE

T

NAERIAL VIEWS FROM ALL EXISTING MAIN CORNERS OF WESTBETH COMPLEX

SITE LOCATION

ARCHITECT:

PEREZ ARCHITECTURE86 34TH STREET, SUITE D-601BROOKLYN, NY 11232

PRESERVATION CONSULTANT:

AYON STUDIO41 UNION SQUARE WESTSUITE 516NEW YORK, NY 10003 PAGE 1

Westbeth Artists’ Housing, Section arrangement used by Westbeth

Section D Section C Section H

Section A Section B

Section I

Section G

WestbethPark

Sect

ion

L

Sect

ion

E

Wes

t St

Bank St

Was

hing

ton

St

Bethune St

BUILDING SECTIONS WITHIN THE BELL TELEPHONE LABORATORIES COMPLEX

Map Legend

* Note: Map elements may not be to scale.

Graphic Source: New York City Department of City Planning, MapPLUTO, Edition 09v1, 2009. Author: New York City Landmarks Preservation Commission, JM. Date: October 25, 2011

¯ Building sections within the landmark site100Feet

Note: The building Sections depicted on this map are the historic Section denominations used by the WesternElectric Co. and Bell Labs (At the time of designation, Westbeth uses a slightly different Section arrangement).

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NEW YORK, NY. 10014

BUILDING SECTIONS

NOTE:LPC DESIGNATIONS ARE USED THROUGHOUT THIS REPORT;REFERENCES ON THE CONSTRUCTION DOCUMENTS USE THE CURRENT BUILDING SECTION ARRANGMENT AS NOTED BELOW:

ARCHITECT:




BETHUNE STREET

WAS

HING

TON

STRE

ET

WES

T ST

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BANK STREETCL

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N.I.C.

N.I.C.

N.I.C.10 STORY

13 STORY - ARCADE 1 BELOW

12 STORY

4 STORY 4 STORY

3 STORY

2 STORY

2 STORY

3 STORY

1 STORY

11 STORY

10 STORY

11 STORY

12 STORY

12 STORY

12 STORY

COURTYARD

PLAZA

BRIDGE @ 11TH FLOOR

CHIMNEY

INACTIVECHIMNEY

SECTIONI

SECTION A

SECTIONL SECTION G

SECTION B

SECTION C

14 STORY 15 STORY

9 STORY

3 STORY

2 STORY4 STORY

2 STORY

(HIGHLINE)

13 STORYMULTI-FAMILY HOUSINGCONCRETE W/ MASONRY EXTERIORHOUSE NUMBER: 463BLOCK:639LOT:1LOT AREA: 96,999 SQ FT (366.76' x 234.91' x 375.25' x 295.19')SFHA: AEPRELIMINARY BASE FLOOD ELEVATION (PBFE): 11.00'FLOOD RESISTANT CONSTRUCTION ELEVATION (FRCE): 12.00'TOTAL BUILDING SQUARE FOOTAGE: 637,555 SQ FTRESIDENTIAL SQUARE FOOTAGE: 616,421 SQ FTCOMMERCIAL SQUARE FOOTAGE: 21,134 SQ FTNUMBER OF UNITS: 384

LIGHTWELL

12 STORY11 STORY

295.1

9'

375.25'

234.9

1'

366.76'

ROOF @ 4TH FLOOR

ROOF @ 5TH FLOOR

PARAPET @ 24" ABOVE ROOF

ROOF @ 12TH FLOORSHED

ROOF @ 13TH FLOOR

STAIR ACCESS FROM ROOF @11TH FLOOR

ROOF @ 11TH FLOOR

PITCHED ROOF @ 12TH FLOOR

ROOF @ 11TH FLOOR

ROOF @ 11TH FLOOR

ROOF @ 11TH FLOOR

ROOF @ 11TH FLOOR

ROOF @ 11TH FLOOR

WATER TANKON ROOF @ 11TH FLOOR

NOT IN USE

CONCRETE SHEDON ROOF @ 11TH FLOOR

NOT IN USE

ROOF @ 11TH FLOOR

ROOF @ 14TH FLOOR

ROOF @ 14TH FLOOR

ROOF @ 14TH FLOOR

ROOF @ 13TH FLOOR

ROOF @ 13TH FLOOR

ROOF @ 13TH FLOOR

STAIR ACCESSON ROOF @ 14TH FLOOR

SLOPED COPPERROOF @ 15TH FLOOR

ROOF @ 16TH FLOORROOF @ 11TH FLOOR

SLOPED TERRA COTTAROOF @ 12TH FLOOR


ROOF @ 3RD FLOORRAILROAD EASEMENTNOT IN USE

ROOF @ 4TH FLOOR

ROOF @ 4TH FLOOR

ROOF @ 4TH FLOOR

ROOF @ 5TH FLOORELEVATOR TOWERELEVATOR NOT IN USE

ROOF @ 10TH FLOOR

ROOF @ 3RD FLOOR

ROOF @ 4TH FLOOR

ROOF @ 4TH FLOOR

STORAGE TANKON ROOF @ 4TH FLOORNOT IN USE

STORAGE TANKON ROOF @ 4TH FLOORNOT IN USE

METAL SHEDON ROOF

@ 4TH FLOORNOT IN USE

ROOF @ 5TH FLOORSTAIR BULKHEAD

STAIR ACCESSON ROOF @ 4TH FLOOR

BRIDGE @ 11TH FLOOR STAIR ACCESS



SHED ON ROOF@ 4TH FLOORNOT IN USE

STAIR ACCESS FROMROOF @ 11TH FLOOR


ROOF @ 12TH FLOOR

DN

UP

ROOF @3RD FLOOR

SKYLIGHT

SKYLIGHT

SKYLIGHT

UP

10 STORY

SECTION HA-207 4

6

1

2

A-207 5

6

7

8

A-2041

A-2021

A-20

31

A-20

42

A-2043

A-200+11

2

1

2

1

N.I.C.

N.I.C.

1A-300

1A-301

SECT

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E

BANK STREET ENTRANCEEXISTING MEIER 1968 ACCESSIBLE RAMP

SECTION D

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NOTE: SHADING OF BUILDINGSANNOTATED WITHCORRESPONDENCE TO BUILDINGHEIGHT; LIGHTER SHADESREPRESENTING THE SHORTERBUILDINGS AND DARKER SHADESREPRESENTING THE TALLERBUILDINGS

BUILDINGS DEPARTMENT BSCAN STICKER

SCALE:1 EXISTING SITE PLAN1/20" = 1'-0"

BUILDINGS DEPARTMENT EMPLOYEE STAMPDESCRIPTION

DRAWN BY:

05-15-1031

EXISTING SITE PLAN

A-001.00

SHEET TITLE

DATE:PROJECT NO:

REVISIONS:

SHEET IDENTIFICATION NO

CHECKED BY:

DATE

PAGE NO

PROFESSIONAL OF RECORD STAMP

PEREZ ARCHITECTURE86 34th STREET, SUITE D-601BROOKLYN, NY 11232WWW.E-PEREZ.COM

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12A REMOVE EXISTING ASPHALT PAVERS + STRUCTURAL DECK ATCOURTYARD. REPLACESTRUCTURAL SLAB. REMOVE + REPLACE FLOOD COMPROMISEDSTEEL BEAMS AND COLUMNS BENEATH COURTYARD. PROVIDECONCEALED WATERPROOFING, FLOORDRAINS, AND REPLACEDASPHALT PAVERS. ALLREPLACEMENT PAVERMATERIAL, SIZE, COLOR,TEXTURE, AND PATTERNSHALL MATCH EXISTING(PAVER SAMPLES TO BEPROVIDED FOR MOCK-UPAPPROVAL DURING CONSTRUCTION).

12B PROVIDE ADA CONCRETERAMP AT WEST STREETPASSAGEWAY ENTRANCEFROM BOTTOM OF EXISTING CONCRETESTAIR UP TO EXISTINGCOURTYARD WITH ALLNECESSARY FALL PROTECTION AND HANDRAILS PER SECTION504.(HANDRAIL PAINT SAMPLES TO BE PROVIDED FOR MOCK-UPAPPROVAL DURING CONSTRUCTION).

12C REMOVE + REPLACE EXISTING CONCRETESTAIRS WITHIN COURTYARD; CONCRETE MATERIAL TOMATCH EXISTING COLOR +TOOLING. PROVIDE SECTION 504 COMPLIANTHANDRAILS AT NEW STAIRS. SOUTH MID-HANDRAIL IMBEDDEDWITHIN STAIRS TO MATCHEXISTING HISTORIC LOCATION. (HANDRAILPAINT SAMPLES TO BEPROVIDED FOR MOCK-UPAPPROVAL DURING CONSTRUCTION).

23 REMOVE + REPLACE 22FLAGS OF SIDEWALK TOMATCH EXISTING MATERIAL COLOR + TOOLING.

24 PROVIDE BACKER ROD +SEALANT ALONG BUILDING JOINT.

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NEW YORK, NY. 10014

EXISTING SITE PLAN

LEGEND:

EXISTING ENTRANCE 114

ARCHITECT:



AYON STUDIO41 UNION SQUARE WESTSUITE 516NEW YORK, NY 10003

EXISTING BETHUNESTREET ENTRANCE

EXISTING WESTSTREET ENTRANCEPASSAGEWAY

EXISTING BANKSTREET ENTRANCE

AREA OFWORK

115

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NEW YORK, NY. 10014

RICHARD MEIER PLANHISTORIC PHOTOGRAPH

ARCHITECT:




WESTBETH FLOOR PLAN WITH COURTYARDBY RICHARD MEIER

VIEW OF COURYARD FROM TOP OF RAMPPHOTO BY EZRA STOLLER@ EZRA STOLLER/ESTO

PAGE 4


NEW YORK, NY. 10014

HISTORIC PHOTOGRAPH

ARCHITECT:




VIEW OF COURYARD FROM WEST STREET PASSAGEWAYPHOTO BY EZRA STOLLER@ EZRA STOLLER/ESTO PAGE 5

5'-6"

1ST FLOORELEV. 5'-6"

GRADEELEV.0'-0"

178'-

91 2"

12'-2

"

2ND FLOORELEV. 17'-8"

12'-1

"

3RD FLOORELEV. 29'-9"

12'-1

"

4TH FLOORELEV. 41'-10"

12'-1

"


12'-1

"


12'-1

"


12'-0

1 2"

8TH FLOORELEV. 90'-11

2"

12'-1

1 2"


12'-1

"


14'-1

01 2"


2"

14'-6

"


2"

16'-6

"


18'-7

"

ROOFELEV. 114'-4"

12.00'FLOOD RESISTANT CONSTRUCTIONELEVATION (FRCE)11.00'BASE FLOOD ELEVATION

0.00'NAVD88 DATUM

3.20'BOILER FLOOR

7.71'PROPERTY LINE

7.30'PROPERTY LINE

-7.89'BUILDING 'H' ELEVATOR PIT

-2.89'LOWEST POINT OF CELLAR SLAB

12.95'INNER COURTYARD

7.48'PROPERTY LINE


BUILDINGS DEPARTMENT EMPLOYEE STAMPNO DESCRIPTION

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EXISTINGWEST ELEVATION

A-200.00

SHEET TITLE

DATE:PROJECT NO:

REVISIONS:


CHECKED BY:

DATE


SCALE: 1/16" = 1'-0"1 WEST ELEVATION - WEST STREET

SCOPE OF WORK

KEY PLANNOT TO SCALE

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5'-6"

1ST FLOORELEV. 5'-6"

GRADEELEV.0'-0"

178'-

91 2"

8'-1"

12'-2

"

2ND FLOORELEV. 17'-8"

12'-1

"

3RD FLOORELEV. 29'-9"

12'-1

"


12'-1

"


12'-1

"


12'-1

"


12'-0

1 2"


2"

12'-1

1 2"


12'-1

"


LOWEST POINT OFCELLAR

ELEV.-8'-1"

14'-1

01 2"


2"

14'-6

"


2"

16'-6

"


18'-7

"

ROOFELEV. 114'-4"

12.00'FLOOD RESISTANT CONSTRUCTIONELEVATION (FRCE)11.00'BASE FLOOD ELEVATION

0.00'NAVD88 DATUM

3.20'BOILER FLOOR

7.30'PROPERTY LINE

-7.89'BUILDING 'H' ELEVATOR PIT

-2.89'LOWEST POINT OF CELLAR SLAB

7.48'PROPERTY LINE

PREPARE + STAIN MORTAR JTS ATEXISTING GLASS BLOCK

WINDOWS TO REMAIN, TYP.

41116"

3'-0"


BUILDINGS DEPARTMENT EMPLOYEE STAMPNO DESCRIPTION

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A-201.00

SHEET TITLE

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REVISIONS:


CHECKED BY:

DATE


SCALE: 1/16" = 1'-0"1 PROPOSED WEST ELEVATION - WEST STREET

SCOPE OF WORK1 REMOVE ALUM. CELLAR

WINDOWS, REPLACE WITH GLASS BLOCK

15 REPOINT 25 SQFTBRICK MASONRY AT BLDG I

18 REPLACE 3'-6" X 7'-0" STEELDOOR, FRAME, ANDTHRESHOLD DUE TOSTORM-WATER CORROSION

19 ABATE LBP ORNATE GATES + DOORS; PER ENVIRONMENTALCONSULTANT. SEE LBPDRAWINGS FOR MOREINFORMATION.

NOTE:PROVIDE WHITE MINERAL

COATING AT MASONRY,MASONRE - MINERAL COATING (WHITE COLOR) BYCATHEDRAL STONE PRODUCTS

AFTER LBP ABATEMENT PAINT AT ALL STEEL WINDOWS, MULLIONS, MUNTINS, TYP.

PROVIDE TNEMEC3 COAT SYSTEM:PRIME COAT (RED COLOR): 135 CHEMBUILD BY TNEMECSECOND COAT (GRAY COLOR): 135 CHEMBUILD BYTNEMECTOP COAT (SELECTED BY OWNER): 740 ENDURA-SHIELD BY TNEMEC

NOTE:I BUILDING IS A COMMERCIALPROPERTY; WINDOWS BELOW THEFRCE WILL NOT BE PROTECTEDUNDER THE BUILD IT BACKPROGRAM. ONLY BRICKRE-POINTING AT THE FOUNDATIONWILL BE INCLUDED IN THE SCOPEOF THE PROJECT.

21 ABATE ACM (ASSUMED) BY REMOVAL OF WALL AND WINDOW CAULKING PER THE NYC ASBESTOS CONTROL PROGRAM, ASBESTOS RULES AND REGULATIONS - TITLE 15, CHAPTER - 1 OF THE RULES OF THE CITY OF NEW YORK.

- INCLUDE NEW WINDOWCAULKING AFTER

ABATEMENT, PER DIV. 7 OFTHE SPECIFICATIONS.

KEY PLANNOT TO SCALE

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EXISTING WEST STREET FACADEELEVATIONS AND PHOTOGRAPHS

EXISTING ELEVATION OF WEST STREET PASSAGEWAY ENTRANCE

PROPOSED ELEVATION OF WEST STREET PASSAGEWAY ENTRANCE - WITH ADA RAMP

2 8

1 8

ARCHITECT:




EXISTING FACADE FROM OF WEST STREET

EXISTING DECORATIVE GATE - WEST STREET PASSAGEWAY PAGE 6

116

BETHUNE STREET

WAS

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WES

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BANK STREETCL

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10 STORY

13 STORY

12 STORY

4 STORY 4 STORY

3 STORY

2 STORY

2 STORY

3 STORY

1 STORY

11 STORY

10 STORY

11 STORY

12 STORY

12 STORY

12 STORY

STAIR ACCESS

WATER TANK(NOT IN USE)

INNERCOURTYARD

COURTYARD

BRIDGE @ 11TH FLOOR

CHIMNEY

CHIMNEY

EXISTING 10" HOUSE TRAPBENEATH 36 X 36 MANHOLE IN SIDEWALK, REF 1/P-305.00 (PROVIDEBACKFLOW PREVENTER IN NEW MAN HOLE)

BUILDINGI

SECTIONA

BUILDINGL SECTION G

SECTION H

SECTION C

SECTION B

A-2031

A-2011

A-20

21

2

2

A-205

2

1

2

A-2041

A-206

8

6

57

A-206 41

2

A-20

01

14 STORY15 STORY

9 STORY

3 STORY

2 STORY4 STORY

2 STORY

HIGHLINE

SECTION D

13 STORYMULTI-FAMILY HOUSINGCONCRETE W/ MASONRY EXTERIORHOUSE NUMBER: 463BLOCK:639LOT:1LOT AREA: 96,999 SQ FT (366.76' x 3234.91' x 375.25' x 295.19')SFHA: AEPRELIMINARY BASE FLOOD ELEVATION (PBFE): 11.00'FLOOD RESISTANT CONSTRUCTION ELEVATION (FRCE): 12.00'TOTAL BUILDING SQUARE FOOTAGE: 637,555 SQ FTRESIDENTIAL SQUARE FOOTAGE: 616,421 SQ FTCOMMERCIAL SQUARE FOOTAGE: 21,134 SQ FTNUMBER OF UNITS: 384

LIGHTWELL

12 STORY11 STORY

1

3

1

3 6

295.

19'

375.25'

234.

91'

366.76'

I:\PR

J\05-

15-1

031

- WES

TBET

H AR

TIST

S CO

MM

UNIT

Y RE

SILI

ENCY

DES

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NY,

NY

(SUB

TO

SWA)

\DW

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9/26

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6©

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NOTE: SHADING OF BUILDINGSANNOTATED WITHCORRESPONDENCE TO BUILDINGHEIGHT; LIGHTER SHADESREPRESENTING THE SHORTERBUILDINGS AND DARKER SHADESREPRESENTING THE TALLERBUILDINGS


SCALE:1 SITE PLAN1/20" = 1'-0"

BUILDINGS DEPARTMENT EMPLOYEE STAMP

D

E

A

S

DP

R

S

C

P

P

APP-

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58

SCOPE OF WORK

6

12

17

17

INSTALL BACKUP GENERATOR.

NOTE: NEW GENERATOR TOBE LOWERED THROUGHSKYLIGHT OPENING ONCESKYLIGHT HAS BEENDEMOLISHED.

INSTALL BACK FLOWPREVENTERS; REF. MEP

RENOVATE COURTYARDAND RETROFIT UDERLYING STRUCTURE.REMOVE AND REPLACEFLOOD-COMPROMISEDBEAMS UNDERNEATH WESTSTREET COURTYARD ENTRANCE; REF STRUCT.ABATE LBP FROMSURFACES AFFECTED BYSCOPE OF WORK. REF. LBPREPORT AND A-204/205.

PROVIDE FULLREPLACEMENT OFMEMBRANE ROOF ATSECOND FLOOR, OVER NEWGENERATOR LOCATION.REPOINT MASONY, REPOINTPARAPET CAP AT SECONDFLOOR ROOF THAT ISALLOWING WATERINFILTRATION

ABATE LBP FROMUNDERSIDE OF BRIDGE;PER ENVIRONMENTALCONSULTANT . SEE LBPDRAWING FOR MOREINFORMATION

ABATE ACM (ASSUMED) BYREMOVAL OF ROOFINGCOVERS/MEMBRANES,RELATED FLASHINGS,AND ALL ASPHALTCOATINGS ANDMASTICS/CEMENTS, ANDTHE LIKE (INCLUDINGTHAT ON THE SKYLIGHT)DOWN TO THEIRRELATED SUBSTRATES;WALL AND WINDOWCAULKING PER THE NYCASBESTOS CONTROLPROGRAM, ASBESTOSRULES AND REGULATIONS -TITLE 15, CHAPTER - 1 OFTHE RULES OF THE CITY OFNEW YORK.

23 REMOVE AND REPACE TWOFLAGS OF SIDEWALK TOREPAIR TRIPPING HAZARD,AND INSTALL BACKFLOWDEVICE

24 REMOVE AND REPLACEFOUNDATION CAULKINGALONG BETHUNE STREET

12

6

17

4

4

0

2

2

19

21

21

21

21

19

12

34

4

4

21

4

4

23 244

4

OPEN

EXISTING FLOOR DRAINS

EXISTING TOP SLAB

EXISTING LOWER SLAB

EXISTING PAVERS

EXISTING COLUMNS

6'-0"

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NEW FLOOR DRAINS,AND PIPING REPLACEDIN-KIND, TYP.NEW CONC. SLAB,MEMBRANE, STEEL WITHCEMENTITOUS FIREPROTECTION PER CODE;REF. STRUCT.

NEW PAVERS TO MATCHEXISTING SIZE, COLOR,AND AGGREGATE, TYP.

NEW CMU BLOCKWALL TO BOTTOM OF DECK, TYP.REF. CELLAR PLAN FOR LOCATIONS

NEW COLUMNS,REF. STRUCT.

6'-0"

C:\U

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PAGE NO


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NEW YORK, NY. 10014

EXISTING + PROPOSED LONGITUDINAL BUILDING SECTIONS B-B

PROPOSED LONGITUDINAL SECTION - B

EXISTING LONGITUDINAL SECTION - B

B

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B

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NEW YORK, NY. 10014

WEST STREET ENTRANCE EXTERIOR ELEVATIONS:

1/8 - ENLARGRED ELEVATION OF EXISTING WEST STREET PASSAGEWAY ENTRANCE 2/8 - ENLARGED ELEVATION OF PROPOSED WEST STREET PASSAGEWAY ENTRANCE(WITH ADA RAMP)

412"

3'-0"

3'-3"

3'-6"

6'-9"

12.00'FLOOD RESISTANT CONSTRUCTIONELEVATION (FRCE)

11.00'BASE FLOOD ELEVATION

12.95'EXISTING COURTYARD

NO DESCRIPTION

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PROPOSED ENLARGEDWEST STREETELEVATIONS

A-215.001 SCALE: 3/8" = 1'-0"ENLARGED - EXISTING WEST STREET ELEVATION

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SCOPE OF WORK

1 PROVIDE REINFORCEDCONCRETE WALKABLESURFACE TO BE INSTALLEDAT ARCADE 1 WITHIN THEINNER COURTYARD TOFACILITATE ADA ACCESSIBILITY FROM WESTSTREET

2 INSTALL 42" FALL PROTECTION AS REQUIREDPER NYC BC 1010.8

3 PAINT RAILING BLACK TOMATCH EXISTING RAILINGTHROUGHOUT INNER COURTYARD

4 PROVIDE AUTOMATIC DOORPER ANSI 117.1 FOR ADAACCESS TO ELEVATOR "C"

5 PAVING MATERIAL TO BERESERVED AFTERREMOVAL. ALLREPLACEMENT ASPHALT PAVER MATERIAL,SIZE, COLOR, TEXTURE ANDPATTERN SHALL MATCHEXISTING

412"

3'-0"

3'-3"

3'-6"

6'-9"



12.95'EXISTING COURTYARD

NO DESCRIPTION

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DATE


PROPOSED ENLARGEDWEST STREETELEVATIONS

A-215.001 SCALE: 3/8" = 1'-0"ENLARGED - EXISTING WEST STREET ELEVATION

17 OF 22PAGE NO




2 SCALE: 3/8" = 1'-0"ENLARGED - PROPOSED WEST STREET ELEVATION - ACCESSIBLE SURFACE

12.22.2016

EXTE

RIOR

PER

MIT

SET

SCOPE OF WORK






ARCHITECT:




NOTE: EXISTING DECORATIVE IRON GATES NOT SHOWN FOR CLARITY NOTE: EXISTING DECORATIVE IRON GATES NOT SHOWN FOR CLARITY

PAGE 8


NEW YORK, NY. 10014

EXISTING AND PROPOSED AT WEST STREET ENTRANCE

1/9 - EXISTING WEST STREET ENTRANCE 2/9 - PROPOSED WEST STREET ENTRANCE WITH ADA RAMP

ARCHITECT:





NEW YORK, NY. 10014

EXISTING AND PROPOSED PASSAGEWAY AT WEST STREET ENTRANCE

1/10 - EXISTING PASSAGEWAY 2/10 - PROPOSED PASSAGEWAY WITH ADA RAMP

ARCHITECT:





NEW YORK, NY. 10014

EXISTING AND PROPOSED AT WEST STREET PASSAGEWAY

1/11 - EXISTING PASSAGEWAY VIEW FROM COURTYARD 2/11 - PROPOSED PASSAGEWAY VIEW FROM COURTYARD WITH NEW RAMP

ARCHITECT:





NEW YORK, NY. 10014

EXISTING COURTYARD [SECTIONS A, B, C + D]

CLOSE UP VIEW OF EXISTING ASPHALT PAVERS

ARCHITECT:





NEW YORK, NY. 10014

ENLARGED MEIER REFERENCE A63[SECTIONS A, B, C + D]

MEIER E1/A-63 REFERENCE FOR EXISTING MATERIAL AT CONCRETE RAMP - SHORED + PROTECTED DURING CONSTRUCTION

MEIER S1/A-63 REFERENCE FOR EXISTING HANDRAIL

MEIER D1/A-63 REFERENCE FOR RAMP

ARCHITECT:




EXISTINGFLOORDRAIN

EXISTINGFLOORDRAIN

11'-4

"

37'-7"

14'-7

"

74'-1"

EXISTINGFLOORDRAIN

14'-1

0"

17'-1

0"7'-

41 2"7'-

111 2"

33'-2

"

58'-2"12'-8"92'-114"13'-4"31'-113

4"

208'-3"

2ND FLOOR ABOVE

EXISTINGCOURTYARD

EXISTINGPASSAGEWAY

EXISTINGFLOORDRAIN

EXISTING SEMI-CIRCULARCONCRETE BENCH TO REMAIN

REMOVEEXISTINGH.M. DOOR

REMOVE EXISTINGBLACK PIPEHANDRAILS, TYP.

1 15

3 15

EXISTING SEMI-CIRCULARCONCRETE RAMP TO REMAIN

NEW PAVERS TO MATCH EXISTING

18'-3

"7'-

41 2"6'-

111 2"

32'-7

"

61'-0"12'-8"

PROPOSED 1:12 ADA COMPLIANTSWITCHBACK RAMP FROM WEST

ST. ENTRANCE TO COURTYARD

PAVERS TO MATCH EXISTING,SUPPORTING SLAB, AND

STRUCTURAL STEEL AS PERSCOPE OF WORK;

REF. STRUCT

NEW CONC. STAIRS FROMWEST ST. ENTRANCE TO

COURTYARD, TO MATCH EXIST.

NEW FLOOR DRAIN

NEW FLOOR DRAIN

NEW FLOOR DRAIN

2

1

2

1

2ND FLOOR ABOVE

EXISTING SEMI-CIRCULARCONCRETE BENCH TO REMAIN NEW PAVERS TO MATCH EXISTING

NEW FLOOR DRAIN

22'-2"

Ø5'-0"

16'-8"

22'-2"

7'-2" REQ. F.P.

20'-7

"

INNERCOURTYARD

PROPOSEDPASSAGEWAY

17'-10"57'-914"

149'-314"

6

1'-0"TYP.

NEW AUTOMATIC H.M.DOOR FOR ACCESSTO ELEVATOR "C" TOMATCH EXISTING/ PTD.

3'-11 2"

11'-8

1 2"

1:48

1:48

1:48

1:48

1:48

27'-912" REQ. F.P.

7'-11

1 2" RE

Q. F

.P.

3'-0"

CLEA

R

32'-2

"

5

4 A-304

Ø5'-0"

3'-11 2"

3'-11 2"

3'-11 2"

3'-71 2"

7'-2" REQ. F.P.

5'-6"

A-304

A-304

2 A-304

4 A-215

7'-81 2"

REQ.

F.P

.

11'-7

"

32'-2

"

3'-10

1 2"

R3'-11 34"

1'-0"

1'-0"

1A-304 EXISTING SEMI-CIRCULAR

CONCRETE RAMP TO REMAIN

NO DESCRIPTION

DRAWN BY:

05-15

PROPOSED ENLARGECOURTYARD REPAIRPLAN

A-002.00

ERS\

PALL

EN\D

ESKT

OP\20

1702

03_E

XTER

IOR

DOB\

WES

TBET

H_FI

RST

FLOO

R PL

AN_2

0170

206.D

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2/7

/2017

SHEET TITLE

DATE:PROJECT NO:

REVISIONS:


CHECKED BY:

DATE

© P

EREZ

, A P

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ATIO

PAGE NO


SCALE:SCALE: 1/8" = 1'-0"ENLARGED EXISTING COURTYARD PLAN2

10.14

SCALE:SCALE: 1/8" = 1'-0"ENLARGED COURTYARD PLAN - PROPOSED REPAIR + ADA RAMP1




APP-

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19 OF 31

DTHVN

EXISTINGFLOORDRAIN

EXISTINGFLOORDRAIN

11'-4

"

37'-7"

14'-7

"

74'-1"

EXISTINGFLOORDRAIN

14'-1

0"

17'-1

0"7'-

41 2"7'-

111 2"

33'-2

"

58'-2"12'-8"92'-114"13'-4"31'-113

4"

208'-3"

2ND FLOOR ABOVE

EXISTINGCOURTYARD

EXISTINGPASSAGEWAY

EXISTINGFLOORDRAIN




1 15

3 15

EXISTING SEMI-CIRCULARCONCRETE RAMP TO REMAIN

NEW PAVERS TO MATCH EXISTING

18'-3

"7'-

41 2"6'-

111 2"

32'-7

"

61'-0"12'-8"





REF. STRUCT



NEW FLOOR DRAIN

NEW FLOOR DRAIN

NEW FLOOR DRAIN

2

1

2

1

2ND FLOOR ABOVE

EXISTING SEMI-CIRCULARCONCRETE BENCH TO REMAIN NEW PAVERS TO MATCH EXISTING

NEW FLOOR DRAIN

22'-2"

Ø5'-0"

16'-8"

22'-2"

7'-2" REQ. F.P.

20'-7

"

INNERCOURTYARD

PROPOSEDPASSAGEWAY

17'-10"57'-914"

149'-314"

6

1'-0"TYP.


3'-11 2"

11'-8

1 2"

1:48

1:48

1:48

1:48

1:48

27'-912" REQ. F.P.

7'-11

1 2" RE

Q. F

.P.

3'-0"

CLEA

R

32'-2

"

5

4 A-304

Ø5'-0"

3'-11 2"

3'-11 2"

3'-11 2"

3'-71 2"

7'-2" REQ. F.P.

5'-6"

A-304

A-304

2 A-304

4 A-215

7'-81 2"

REQ.

F.P

.

11'-7

"

32'-2

"

3'-10

1 2"

R3'-11 34"

1'-0"

1'-0"

1A-304 EXISTING SEMI-CIRCULAR

CONCRETE RAMP TO REMAIN

NO DESCRIPTION

DRAWN BY:

05-1

PROPOSED ENLARGCOURTYARD REPAIRPLAN

A-002.00

C:\U

SERS

\PAL

LEN\

DESK

TOP\

2017

0203

_EXT

ERIO

R DO

B\W

ESTB

ETH_

FIRS

T FL

OOR

PLAN

_201

7020

6.DW

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2/7/20

17

SHEET TITLE

DATE:PROJECT NO:

REVISIONS:


CHECKED BY:

DATE

© P

EREZ

, A P

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PAGE NO


SCALE:SCALE: 1/8" = 1'-0"ENLARGED EXISTING COURTYARD PLAN2

10.1

SCALE:SCALE: 1/8" = 1'-0"ENLARGED COURTYARD PLAN - PROPOSED REPAIR + ADA RAMP1




APP-

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19 OF 31

DHV


NEW YORK, NY. 10014

COURTYARD PLANS

SCOPE: PROVIDE ADA CONCRETE RAMP AT WEST STREET PASSAGEWAY ENTRANCE FROM BOTTOM OF CONCRETE STAIR UP TO EXISTING COURTYARD.

1 - EXISTING PLAN OF COURTYARD

2- PROPOSED PLAN OF COURTYARD ARCHITECT:




13'-4"31'-1134"

2ND FLOOR ABOVE

EXISTINGCOURTYARD

EXISTINGPASSAGEWAY

EXISTINGFLOORDRAIN




1 15

3 16





REF. STRUCT



2ND FLOOR ABOVE


22'-2"

Ø5'-0"

16'-8"

22'-2"

7'-2" REQ. F.P.

20'-7

"

PROPOSEDPASSAGEWAY

6


1'-0"TYP.

3'-11 2"

11'-8

1 2"

1:48

1:48

1:48

1:48

1:48

7'-11

1 2" RE

Q. F

.P.

3'-0"

CLEA

R 27'-912" REQ. F.P.

32'-2

"

5

4 17

Ø5'-0"

3'-11 2"

3'-11 2"

3'-11 2"

3'-71 2"

7'-2" REQ. F.P.

5'-6"

17

17

2 16

4 16

7'-81 2"

REQ.

F.P

.

11'-7

"

32'-2

"

3'-10

1 2"

R3'-11 34"

1'-0"

1'-0"

1 17

NO DESCRIPTION

DRAWN BY:

ENLARGED PLANINNER COURTYARDRAMP + STAIRS

A-004.00

SHEET TITLE

DATE:PROJECT NO:

REVISIONS:


CHECKED BY:

DATE

PAGE NO


ALE:ALE: 1/2" = 1'-0"NLARGED EXISTING INNER COURTYARD PLAN - 1:12 ADA RAMP



SCOPE OF WORK


APP-

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DT/PSAHVN/AOB

06 OF 22

05-15-1031

1

ALE:ALE: 1/4" = 1'-0"NLARGED PROPOSED INNER COURTYARD PLAN - 1:12 ADA RAMP

PROVIDE REINFORCEDCONCRETE WALKABLESURFACE TO BE INSTALLEDAT ARCADE 1 WITHIN THEINNER COURTYARD TOFACILITATE ADA ACCESSIBILITY FROM WESTSTREET





01.26.2017

EXTE

RIOR

PER

MIT

SET

13'-4"31'-1134"

2ND FLOOR ABOVE

EXISTINGCOURTYARD

EXISTINGPASSAGEWAY

EXISTINGFLOORDRAIN




1 15

3 16





REF. STRUCT



2ND FLOOR ABOVE


22'-2"

Ø5'-0"

16'-8"

22'-2"

7'-2" REQ. F.P.

20'-7

"

PROPOSEDPASSAGEWAY

6


1'-0"TYP.

3'-11 2"

11'-8

1 2"

1:48

1:48

1:48

1:48

1:48

7'-11

1 2" RE

Q. F

.P.

3'-0"

CLEA

R 27'-912" REQ. F.P.

32'-2

"

5

4 17

Ø5'-0"

3'-11 2"

3'-11 2"

3'-11 2"

3'-71 2"

7'-2" REQ. F.P.

5'-6"

17

17

2 16

4 16

7'-81 2"

REQ.

F.P

.

11'-7

"

32'-2

"

3'-10

1 2"

R3'-11 34"

1'-0"

1'-0"

1 17

NO DESCRIPTION

DRAWN BY:

ENLARGED PLANINNER COURTYARDRAMP + STAIRS

A-004.00

SHEET TITLE

DATE:PROJECT NO:

REVISIONS:


CHECKED BY:

DATE

PAGE NO


ALE:ALE: 1/2" = 1'-0"NLARGED EXISTING INNER COURTYARD PLAN - 1:12 ADA RAMP




APP-

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DT/PSAHVN/AOB

06 OF 22

05-15-1031

1

ALE:ALE: 1/4" = 1'-0"NLARGED PROPOSED INNER COURTYARD PLAN - 1:12 ADA RAMP

PROVIDE REINFORCEDCONCRETE WALKABLESURFACE TO BE INSTALLEDAT ARCADE 1 WITHIN THEINNER COURTYARD TOFACILITATE ADA ACCESSIBILITY FROM WESTSTREET





01.26.2017

EXTE

RIOR

PER

MIT

SET


NEW YORK, NY. 10014

WEST STREET PASSAGEWAY PLANS


1 - EXISTING PLAN OF WEST STREET PASSAGEWAY

2 - PROPOSED PLAN OF WEST STREET PASSAGEWAY

ARCHITECT:





NEW YORK, NY. 10014

WEST STREET PASSAGEWAY SECTIONS AND ELEVATIONS


1 - EXISTING NORTH ELEVATION - WEST STREET COURTYARD ENTRY

2 - PROPOSED NORTH ELEVATION - WEST STREET COURTYARD ENTRY - WITH ADA RAMP

3 - EXISTING EAST ELEVATION WEST STREET COURTYARD ENTRY

4 - PROPOSED EAST ELEVATION WEST STREET COURTYARD ENTRY - WITH ADA RAMP

C 2

3'-3"

3'-6"

PLASTIC FACED, PLYWOOD FORMEDCONCRETE, PER MEIER E1/A63

6'-9"

3'-6"

4'-6"4'-6"4'-6"4'-6" 4'-6"

5'-5"22'-6"

EXISTING STUCCO BASETO REMAIN, TYP.

1-1/2" STEEL PIPE GUARDRAILPOST PAINTED WITH BLACK

TO MATCH EXISTING,TYP.

EXISTING WINDOWSTO REMAIN, TYP.

27'-9"

2'-10

"

2'-4"

2'-3"

NOTE:WHILE THE PROPOSED RAMP REFERENCESDETAILS AND MATERIALS FROM MEIER, THENEW RAMP WILL DIFFIER IN BULK, SHAPE,AND OVERALL APPEARANCE

3'-6"

8'-1"

6'-9"

3'-0"

3'-3"

3'-6" 3'-6"378"

7'-412"

1'-10

"2'-

10"



12.95'EXISTING INNER COURTYARD

7.71'PROPERTY LINE





7.71'PROPERTY LINE

SKTO

P\LP

C DO

B 20

1701

11\W

ESTB

ETH

FINA

L ELE

VATI

ONS_

2017

0130

.DW

G

1/30/2

017

© P

EREZ

, A P

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FESS

ION

AL C

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POR

ATIO

N

NO DESCRIPTION

DRAWN BY:

APP-

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DT/PSAHVN/AOB

SHEET TITLE

DATE:PROJECT NO:

REVISIONS:


CHECKED BY:

DATE


PROPOSED ENLARGEDELEVATIONS INNERCOURTYARD ADA RAMP

A-217.00

SCOPE OF WORK




4 PROPOSED ENLARGED - EAST ELEVATION - INNER COURTYARD3 PROPOSED NORTH ELEVATION - ARCADE 1 - INNER COURTYARD

01.26.2017

EXTE

RIOR

PER

MIT

SET

SCALE: 1/4" = 1'-0"1 EXISTING ENLARGED NORTH ELEVATION - ARCADE 1 - INNER COURTYARDSCALE: 1/4" = 1'-0"2 EXISTING ENLARGED - EAST ELEVATION - INNER COURTYARD

C 2

3'-3"

3'-6"


6'-9"

3'-6"

4'-6"4'-6"4'-6"4'-6" 4'-6"

5'-5"22'-6"





27'-9"

2'-10

"

2'-4"

2'-3"


3'-6"

8'-1"

6'-9"

3'-0"

3'-3"

3'-6" 3'-6"378"

7'-412"

1'-10

"2'-

10"




7.71'PROPERTY LINE





7.71'PROPERTY LINE

S\PA

LLEN

\DES

KTOP

\LPC

DOB

2017

0111

\WES

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H FI

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LEVA

TION

S_20

1701

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RPO

RAT

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NO DESCRIPTION

DRAWN BY:

APP-

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DT/PSAHVN/AOB

SHEET TITLE

DATE:PROJECT NO:

REVISIONS:


CHECKED BY:

DATE



A-217.00

SCOPE OF WORK

PAGE NO




SCALE: 1/4" = 1'-0"4 PROPOSED ENLARGED - EAST ELEVATION - INNER COURTYARDSCALE: 1/4" = 1'-0"3 PROPOSED NORTH ELEVATION - ARCADE 1 - INNER COURTYARD

01.26.2017

EXTE

RIOR

PER

MIT

SET


C 2

3'-3"

3'-6"


6'-9"

3'-6"

4'-6"4'-6"4'-6"4'-6" 4'-6"

5'-5"22'-6"





27'-9"

2'-10

"

2'-4"

2'-3"


3'-6"

8'-1"

6'-9"

3'-0"

3'-3"

3'-6" 3'-6"378"

7'-412"

1'-10

"2'-

10"




7.71'PROPERTY LINE





7.71'PROPERTY LINE

NO DESCRIPTION

DRAWN BY:

APP-

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DT/PSAHVN/AOB

SHEET TITLE

DATE:PROJECT NO:

REVISIONS:


CHECKED BY:

DATE



A-217.00

SCOPE OF WORK




4 PROPOSED ENLARGED - EAST ELEVATION - INNER COURTYARD3 PROPOSED NORTH ELEVATION - ARCADE 1 - INNER COURTYARD

01.26.2017

EXTE

RIOR

PER

MIT

SET


C 2

3'-3"

3'-6"


6'-9"

3'-6"

4'-6"4'-6"4'-6"4'-6" 4'-6"

5'-5"22'-6"





27'-9"

2'-10

"

2'-4"

2'-3"


3'-6"

8'-1"

6'-9"

3'-0"

3'-3"

3'-6" 3'-6"378"

7'-412"

1'-10

"2'-

10"




7.71'PROPERTY LINE





7.71'PROPERTY LINE

NO DESCRIPTION

DRAWN BY:

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SHEET TITLE

DATE:PROJECT NO:

REVISIONS:


CHECKED BY:

DATE



A-217.00

SCOPE OF WORK

PAGE NO




SCALE: 1/4" = 1'-0"4 PROPOSED ENLARGED - EAST ELEVATION - INNER COURTYARDSCALE: 1/4" = 1'-0"3 PROPOSED NORTH ELEVATION - ARCADE 1 - INNER COURTYARD

01.26.2017

EXTE

RIOR

PER

MIT

SET


ARCHITECT:




EXISTING WINDOWS TO REMAIN, TYP.

3'-3"

1'-10

"

3'-6"

5'-1"6'-

9"

4.75°

3'-3"

7'-2"4'-11"

4'-11"4'-11"

FALL PROTECTION,BEYOND @30" A.F.F., TYP.

8",

TYP.

3'-6"



10",TYP.

1'-10

"5'-

1"3'-

6"

4.76°


3'-11", TYP.

8",

TYP.

2'-10

"


1-1/2" STEEL PIPE HANDRAILPAINTED WITH BLACKTO MATCH EXISTING,TYP.

10",TYP.

PROPOSED W12X58,REF STRUCT., W/ 2"FIRE PROOFING (TYP.)


3'-6"

8'-7"

3'-0"

3'-3"




3'-0"

PROPOSED W12X58,REF STRUCT., W/ 2"FIRE PROOFING


10",TYP.

7"

3'-6"

112" 1-1/2" STEEL PIPE GUARDRAIL

PAINTED WITH BLACKTO MATCH EXISTING (TYP.)

1 12" STEEL PIPE POST MEMBERPAINTED WITH BLACK TOMATCH EXISTING (TYP.)

2" CONCRETE CURB W/2" PIPE SLEEVE,SCHEDULE 80 2-3/8" O.D.

8"

2'-10

"

31 2",TY

P.

2"

638"

2"

2"

SEAL JT. (TYP.)

1-1/2" STEEL PIPE HANDRAILPAINTED WITH BLACKTO MATCH EXISTING (TYP.)

EXISTING MASONRYWALL TO REMAIN

© P

EREZ

, A P

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N

SCOPE OF WORK

SCALE: 1/4" = 1'-0"PROPOSED WALKABLE SURFACE - MID LANDING2

SCALE: 1/4" = 1'-0"PROPOSED WALKABLE SURFACE - LOWER LANDING3

1 PROVIDE REINFORCEDCONCRETE WALKABLESURFACE TO BE INSTAAT ARCADE 1 WITHIN TINNER COURTYARD TOFACILITATE ADA ACCESSIBILITY FROM WSTREET

2 INSTALL 42" FALL PROTECTION AS REQUPER NYC BC 1010.8

3 PAINT RAILING BLACK TMATCH EXISTING RAILITHROUGHOUT INNER COURTYARD

4 PROVIDE AUTOMATIC DPER ANSI 117.1 FOR ADACCESS TO ELEVATOR

5 PAVING MATERIAL TO BRESERVED AFTERREMOVAL. ALLREPLACEMENT ASPHALT PAVER MATESIZE, COLOR, TEXTUREPATTERN SHALL MATCEXISTING

SCALE: 1/4" = 1'-0"PROPOSED RAMP - TRANSVERSE SECTION4

SCALE: 1-1/2" = 1'-0"PROPOSED FALL PROTECTION + HANDRAIL DETAIL5

3'-3"

1'-10

"

3'-6"

5'-1"

1-1/2" STEEL PIPE GUARDRAILPOST PAINTED WITH BLACKTO MATCH EXISTING,TYP.

6'-9"

3'-6"

4.76°

5'-012"5'-01

2"5'-01

2"

3'-3"

7'-2"

10",TYP.

7'-2"

2"

FALL PROTECTIONBEYOND, @30" A.F.F., TYP.

8",

TYP.



3'-3"

1'-10

"

3'-6"

5'-1"6'-

9"

4.75°

3'-3"

7'-2"4'-11"

4'-11"4'-11"


8",

TYP.

3'-6"



10",TYP.

1'-10

"5'-

1"3'-

6"

4.76°


3'-11", TYP.

8",

TYP.

2'-10

"



10",TYP.



3'-6"

8'-7"

3'-0"

3'-3"




3'-0"



10",TYP.

7"

3'-6"





8"

2'-10

"

31 2",TY

P.

2"

638"

2"

2"

SEAL JT. (TYP.)


31 8"

112"

14"

2'-10

"

RND. STL. PL.,PAINTED BLACK TOMATCH EXISTING (TYP.)

3/8" STL. ROD, WELDEDAND GRND. SMOOTHTO HANDRAIL WELD PL.,PAINTED BLACK TOMATCH EXISTING (TYP.)

2" X 1/4" EPOXY ANCHOR

1 1/2" PIPE HANDRAIL,PAINTED BLACKTO MATCH EXISTING


\PAL

LEN\

DESK

TOP\

LPC

DOB

2017

0111

\WES

TBET

H_SE

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NS_2

0170

130.D

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1/3

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7©

PER

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OFE

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RPO

RAT

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DRAWN BY:

05-15-10

PHVN/AO

SHEET TITLE

DATE:PROJECT NO:

REVISIONS:


CHECKED BY:

DATE

PAGE NO


PAGE NO

ENLARGED PROPOSEDINNER COURTYARDLONGITUDINAL SECTION

A-304.00SCALE: 1/4" = 1'-0"PROPOSED WALKABLE SURFACE - UPPER LANDING1


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SCALE: 3" = 1'-0"PROPOSED HANDRAIL DETAIL6

3'-3"

1'-10

"

3'-6"

5'-1"


6'-9"

3'-6"

4.76°

5'-012"5'-01

2"5'-01

2"

3'-3"

7'-2"

10",TYP.

7'-2"

2"


8",

TYP.



3'-3"

1'-10

"

3'-6"

5'-1"6'-

9"

4.75°

3'-3"

7'-2"4'-11"

4'-11"4'-11"


8",

TYP.

3'-6"



10",TYP.

1'-10

"5'-

1"3'-

6"

4.76°


3'-11", TYP.

8",

TYP.

2'-10

"



10",TYP.



3'-6"

8'-7"

3'-0"

3'-3"




3'-0"



10",TYP.

7"

3'-6"





8"

2'-10

"

31 2",TY

P.

2"

638"

2"

2"

SEAL JT. (TYP.)


31 8"

112"

14"

2'-10

"






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3'-3"

1'-10

"

3'-6"

5'-1"


6'-9"

3'-6"

4.76°

5'-012"5'-01

2"5'-01

2"

3'-3"

7'-2"

10",TYP.

7'-2"

2"


8",

TYP.



3'-3"

1'-10

"

3'-6"

5'-1"6'-

9"

4.75°

3'-3"

7'-2"4'-11"

4'-11"4'-11"


8",

TYP.

3'-6"



10",TYP.

1'-10

"5'-

1"3'-

6"

4.76°


3'-11", TYP.

8",

TYP.

2'-10

"



10",TYP.



3'-6"

8'-7"

3'-0"

3'-3"




3'-0"



10",TYP.

7"

3'-6"





8"

2'-10

"

31 2",TY

P.

2"

638"

2"

2"

SEAL JT. (TYP.)


31 8"

112"

14"

2'-10

"






C:\U

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3'-3"

1'-10

"

3'-6"

5'-1"


6'-9"

3'-6"

4.76°

5'-012"5'-01

2"5'-01

2"

3'-3"

7'-2"

10",TYP.

7'-2"

2"


8",

TYP.



3'-3"

1'-10

"

3'-6"

5'-1"6'-

9"

4.75°

3'-3"

7'-2"4'-11"

4'-11"4'-11"


8",

TYP.

3'-6"



10",TYP.

1'-10

"5'-

1"3'-

6"

4.76°


3'-11", TYP.

8",

TYP.

2'-10

"



10",TYP.



3'-0"

3'-3"




3'-0"



10",TYP.

7"

3'-6"





8"

2'-10

"

31 2",TY

P.

2"

638"

2"

2"

SEAL JT. (TYP.)


31 8"

112"

14"

2'-10

"








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CALE: 1/4" = 1'-0"PROPOSED RAMP - TRANSVERSE SECTION

CALE: 1-1/2" = 1'-0"PROPOSED FALL PROTECTION + HANDRAIL DETAIL

CALE: 3" = 1'-0"PROPOSED HANDRAIL DETAIL

3'-3"

1'-10

"

3'-6"

5'-1"


6'-9"

3'-6"

4.76°

5'-012"5'-01

2"5'-01

2"

3'-3"

7'-2"

10",TYP.

7'-2"

2"


8",

TYP.



3'-3"

1'-10

"

3'-6"

5'-1"6'-

9"

4.75°

3'-3"

7'-2"4'-11"

4'-11"4'-11"


8",

TYP.

3'-6"



10",TYP.

1'-10

"5'-

1"3'-

6"

4.76°


3'-11", TYP.

8",

TYP.

2'-10

"



10",TYP.



3'-6"

8'-7"

3'-0"

3'-3"




3'-0"



10",TYP.

7"

3'-6"





8"

2'-10

"

31 2",TY

P.

2"

638"

2"

2"

SEAL JT. (TYP.)


31 8"

112"

14"

2'-10

"






TOP\

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DOB

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DATE:PROJECT NO:

REVISIONS:


CHECKED BY:

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A-304.00


APP-

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HOUS

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463 W

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NY,

1001

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01.28.20

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NEW YORK, NY. 10014

PROPOSED RAMP SECTIONS AND DETAIL


NEW REINFORCED CONCRETE RAMP MATERIAL TO MATCH EXISTING CONCRETE STAIRS. PROVIDE SECTION 504 UNITED FEDERAL ACCESSIBLY STANDARDS COMPLIANT HANDRAILS AND FALL PROTECTION.4 - LONGITUDINAL SECTION DETAIL 1:12 RAMP1 - TRANSVERSE SECTION

5 - LONGITUDINAL SECTION DETAIL 1:12 RAMP

6 - LONGITUDINAL SECTION DETAIL 1:12 RAMP3 - DETAIL - FALL PROTECTION AND HANDRAIL

ARCHITECT:




317

2 - DETAIL - HANDRAIL

217

PAGE 17

WEST STREET ON STREET - New York...1 proposed west elevation - west street scope of work 1 remove...

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