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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
T
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).
N
WESTBETH ARTISTS’ HOUSING463 WEST STREET
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:
PEREZ ARCHITECTURE86 34TH STREET, SUITE D-601BROOKLYN, NY 11232
PRESERVATION CONSULTANT:
AYON STUDIO41 UNION SQUARE WESTSUITE 516NEW YORK, NY 10003 PAGE 2
BETHUNE STREET
WAS
HING
TON
STRE
ET
WES
T ST
REET
BANK STREETCL
C L
CL
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
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
ROOF @ 5TH FLOORSTAIR BULKHEAD
ROOF @ 5TH FLOORSTAIR BULKHEAD
SHED ON ROOF@ 4TH FLOORNOT IN USE
STAIR ACCESS FROMROOF @ 11TH FLOOR
SLOPED TERRA COTTAROOF @ 13TH 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
ION
E
BANK STREET ENTRANCEEXISTING MEIER 1968 ACCESSIBLE RAMP
SECTION D
C:\U
SERS
\PAL
LEN\
DESK
TOP\
2017
0203
_EXT
ERIO
R DO
B\W
ESTB
ETH_
SITE
PLA
N_20
1702
09_L
PC.D
WG
2/9
/2017
© P
EREZ
, A P
RO
FESS
ION
AL C
O
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
APP-
0066
58W
ESTB
ETH
ARTI
STS
HOUS
ING
463 W
EST
STRE
ETNE
W Y
ORK,
NY,
1001
4
04 OF 31
DT/PSAHVN/AOB
NO
02.03.2017
EXTE
RIOR
PER
MIT
SET
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.
N
WESTBETH ARTISTS’ HOUSING463 WEST STREET
NEW YORK, NY. 10014
EXISTING SITE PLAN
LEGEND:
EXISTING ENTRANCE 114
ARCHITECT:
PEREZ ARCHITECTURE86 34TH STREET, SUITE D-601BROOKLYN, NY 11232
PRESERVATION CONSULTANT:
AYON STUDIO41 UNION SQUARE WESTSUITE 516NEW YORK, NY 10003
EXISTING BETHUNESTREET ENTRANCE
EXISTING WESTSTREET ENTRANCEPASSAGEWAY
EXISTING BANKSTREET ENTRANCE
AREA OFWORK
115
PAGE 3
WESTBETH ARTISTS’ HOUSING463 WEST STREET
NEW YORK, NY. 10014
RICHARD MEIER PLANHISTORIC PHOTOGRAPH
ARCHITECT:
PEREZ ARCHITECTURE86 34TH STREET, SUITE D-601BROOKLYN, NY 11232
PRESERVATION CONSULTANT:
AYON STUDIO41 UNION SQUARE WESTSUITE 516NEW YORK, NY 10003
WESTBETH FLOOR PLAN WITH COURTYARDBY RICHARD MEIER
VIEW OF COURYARD FROM TOP OF RAMPPHOTO BY EZRA STOLLER@ EZRA STOLLER/ESTO
PAGE 4
WESTBETH ARTISTS’ HOUSING463 WEST STREET
NEW YORK, NY. 10014
HISTORIC PHOTOGRAPH
ARCHITECT:
PEREZ ARCHITECTURE86 34TH STREET, SUITE D-601BROOKLYN, NY 11232
PRESERVATION CONSULTANT:
AYON STUDIO41 UNION SQUARE WESTSUITE 516NEW YORK, NY 10003
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
"
5TH FLOORELEV. 53'-11"
12'-1
"
6TH FLOORELEV. 66'-0"
12'-1
"
7TH FLOORELEV. 78'-1"
12'-0
1 2"
8TH FLOORELEV. 90'-11
2"
12'-1
1 2"
9TH FLOORELEV. 102'-3"
12'-1
"
10TH FLOORELEV. 114'-4"
14'-1
01 2"
11TH FLOORELEV. 129'-21
2"
14'-6
"
12TH FLOORELEV. 143'-81
2"
16'-6
"
13TH FLOORELEV. 114'-4"
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 BSCAN STICKER
BUILDINGS DEPARTMENT EMPLOYEE STAMPNO DESCRIPTION
DRAWN BY:
APP-
0066
58W
ESTB
ETH
ARTI
STS
HOUS
ING
463 W
EST
STRE
ETNE
W Y
ORK,
NY,
1001
4
05-15-1031
DT/PSAHVN/AOB
EXISTINGWEST ELEVATION
A-200.00
SHEET TITLE
DATE:PROJECT NO:
REVISIONS:
SHEET IDENTIFICATION NO
CHECKED BY:
DATE
PEREZ ARCHITECTURE86 34th STREET, SUITE D-601BROOKLYN, NY 11232WWW.E-PEREZ.COM
SCALE: 1/16" = 1'-0"1 WEST ELEVATION - WEST STREET
SCOPE OF WORK
KEY PLANNOT TO SCALE
1
07 OF 22PAGE NO
PROFESSIONAL OF RECORD STAMP
12.22.2016
EXTE
RIOR
PER
MIT
SET
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
"
4TH FLOORELEV. 41'-10"
12'-1
"
5TH FLOORELEV. 53'-11"
12'-1
"
6TH FLOORELEV. 66'-0"
12'-1
"
7TH FLOORELEV. 78'-1"
12'-0
1 2"
8TH FLOORELEV. 90'-11
2"
12'-1
1 2"
9TH FLOORELEV. 102'-3"
12'-1
"
10TH FLOORELEV. 114'-4"
LOWEST POINT OFCELLAR
ELEV.-8'-1"
14'-1
01 2"
11TH FLOORELEV. 129'-21
2"
14'-6
"
12TH FLOORELEV. 143'-81
2"
16'-6
"
13TH FLOORELEV. 114'-4"
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 BSCAN STICKER
BUILDINGS DEPARTMENT EMPLOYEE STAMPNO DESCRIPTION
DRAWN BY:
APP-
0066
58W
ESTB
ETH
ARTI
STS
HOUS
ING
463 W
EST
STRE
ETNE
W Y
ORK,
NY,
1001
4
05-15-1031
DT/PSAHVN/AOB
PROPOSEDWEST ELEVATION
A-201.00
SHEET TITLE
DATE:PROJECT NO:
REVISIONS:
SHEET IDENTIFICATION NO
CHECKED BY:
DATE
PEREZ ARCHITECTURE86 34th STREET, SUITE D-601BROOKLYN, NY 11232WWW.E-PEREZ.COM
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
1
08 OF 22PAGE NO
PROFESSIONAL OF RECORD STAMP
12.22.2016
EXTE
RIOR
PER
MIT
SET
WESTBETH ARTISTS’ HOUSING463 WEST STREET
NEW YORK, NY. 10014
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:
PEREZ ARCHITECTURE86 34TH STREET, SUITE D-601BROOKLYN, NY 11232
PRESERVATION CONSULTANT:
AYON STUDIO41 UNION SQUARE WESTSUITE 516NEW YORK, NY 10003
EXISTING FACADE FROM OF WEST STREET
EXISTING DECORATIVE GATE - WEST STREET PASSAGEWAY PAGE 6
116
BETHUNE STREET
WAS
HING
TON
STRE
ET
WES
T ST
REET
BANK STREETCL
C L
CL
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
IGN,
NY,
NY
(SUB
TO
SWA)
\DW
GS\P
EREZ
\02
AUTO
CAD\
WES
TBET
H_SI
TE P
LAN_
2016
0926
.DW
G
9/26
/201
6©
PER
EZ, A
PR
OFE
SSIO
NAL
CO
RPO
RAT
ION
NOTE: SHADING OF BUILDINGSANNOTATED WITHCORRESPONDENCE TO BUILDINGHEIGHT; LIGHTER SHADESREPRESENTING THE SHORTERBUILDINGS AND DARKER SHADESREPRESENTING THE TALLERBUILDINGS
BUILDINGS DEPARTMENT BSCAN STICKER
SCALE:1 SITE PLAN1/20" = 1'-0"
BUILDINGS DEPARTMENT EMPLOYEE STAMP
D
E
A
S
DP
R
S
C
P
P
APP-
0066
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"
C:\U
SERS
\PAL
LEN\
DESK
TOP\
LPC
DOB
2017
0111
\WES
TBET
H_SE
CTIO
NS_2
0170
130.D
WG
1/3
1/201
7©
PER
EZ, A
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CO
RPO
RAT
ION
DESCRIPTION
DRAWN BY:
05-15-1031
RMB/PSAHVN/AOB
SHEET TITLE
DATE:PROJECT NO:
REVISIONS:
SHEET IDENTIFICATION NO
CHECKED BY:
DATE
PAGE NO
PROFESSIONAL OF RECORD STAMP
PAGE NO
PROPOSEDLONGITUDINAL BUILDINGSECTION
A-302.00SCALE: 1/16" = 1'-0"PROPOSED LONGITUDINAL BUILDING SECTION1
PEREZ ARCHITECTURE86 34th STREET, SUITE D-601BROOKLYN, NY 11232WWW.E-PEREZ.COM
APP-
0066
58W
ESTB
ETH
ARTI
STS
HOUS
ING
463 W
EST
STRE
ETNE
W Y
ORK,
NY,
1001
4
19 OF 22
NO
12.22.2016
EXTE
RIOR
PER
MIT
SET
OPEN
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
SERS
\PAL
LEN\
DESK
TOP\
LPC
DOB
2017
0111
\WES
TBET
H_SE
CTIO
NS_2
0170
130.D
WG
1/3
1/201
7©
PER
EZ, A
PR
OFE
SSIO
NAL
CO
RPO
RAT
ION
DESCRIPTION
DRAWN BY:
05-15-1031
RMB/PSAHVN/AOB
SHEET TITLE
DATE:PROJECT NO:
REVISIONS:
SHEET IDENTIFICATION NO
CHECKED BY:
DATE
PAGE NO
PROFESSIONAL OF RECORD STAMP
PAGE NO
PROPOSEDLONGITUDINAL BUILDINGSECTION
A-302.00SCALE: 1/16" = 1'-0"PROPOSED LONGITUDINAL BUILDING SECTION1
PEREZ ARCHITECTURE86 34th STREET, SUITE D-601BROOKLYN, NY 11232WWW.E-PEREZ.COM
APP-
0066
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HOUS
ING
463 W
EST
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ETNE
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ORK,
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19 OF 22
NO
12.22.2016
EXTE
RIOR
PER
MIT
SET
216
WESTBETH ARTISTS’ HOUSING463 WEST STREET
NEW YORK, NY. 10014
EXISTING + PROPOSED LONGITUDINAL BUILDING SECTIONS B-B
PROPOSED LONGITUDINAL SECTION - B
EXISTING LONGITUDINAL SECTION - B
B
N
ARCHITECT:
PEREZ ARCHITECTURE86 34TH STREET, SUITE D-601BROOKLYN, NY 11232
PRESERVATION CONSULTANT:
AYON STUDIO41 UNION SQUARE WESTSUITE 516NEW YORK, NY 10003
B
PAGE 7
WESTBETH ARTISTS’ HOUSING463 WEST STREET
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
DRAWN BY:
APP-
0066
58W
ESTB
ETH
ARTI
STS
HOUS
ING
463 W
EST
STRE
ETNE
W Y
ORK,
NY,
1001
4
05-15-1031
DT/PSAHVN/AOB
SHEET TITLE
DATE:PROJECT NO:
REVISIONS:
SHEET IDENTIFICATION NO
CHECKED BY:
DATE
PEREZ ARCHITECTURE86 34th STREET, SUITE D-601BROOKLYN, NY 11232WWW.E-PEREZ.COM
PROPOSED ENLARGEDWEST STREETELEVATIONS
A-215.001 SCALE: 3/8" = 1'-0"ENLARGED - EXISTING WEST STREET ELEVATION
17 OF 22PAGE NO
PROFESSIONAL OF RECORD STAMP
BUILDINGS DEPARTMENT BSCAN STICKER
BUILDINGS DEPARTMENT EMPLOYEE STAMP
2 SCALE: 3/8" = 1'-0"ENLARGED - PROPOSED WEST STREET ELEVATION - ACCESSIBLE SURFACE
12.22.2016
EXTE
RIOR
PER
MIT
SET
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"
12.00'FLOOD RESISTANT CONSTRUCTIONELEVATION (FRCE)
11.00'BASE FLOOD ELEVATION
12.95'EXISTING COURTYARD
NO DESCRIPTION
DRAWN BY:
APP-
0066
58W
ESTB
ETH
ARTI
STS
HOUS
ING
463 W
EST
STRE
ETNE
W Y
ORK,
NY,
1001
4
05-15-1031
DT/PSAHVN/AOB
SHEET TITLE
DATE:PROJECT NO:
REVISIONS:
SHEET IDENTIFICATION NO
CHECKED BY:
DATE
PEREZ ARCHITECTURE86 34th STREET, SUITE D-601BROOKLYN, NY 11232WWW.E-PEREZ.COM
PROPOSED ENLARGEDWEST STREETELEVATIONS
A-215.001 SCALE: 3/8" = 1'-0"ENLARGED - EXISTING WEST STREET ELEVATION
17 OF 22PAGE NO
PROFESSIONAL OF RECORD STAMP
BUILDINGS DEPARTMENT BSCAN STICKER
BUILDINGS DEPARTMENT EMPLOYEE STAMP
2 SCALE: 3/8" = 1'-0"ENLARGED - PROPOSED WEST STREET ELEVATION - ACCESSIBLE SURFACE
12.22.2016
EXTE
RIOR
PER
MIT
SET
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
ARCHITECT:
PEREZ ARCHITECTURE86 34TH STREET, SUITE D-601BROOKLYN, NY 11232
PRESERVATION CONSULTANT:
AYON STUDIO41 UNION SQUARE WESTSUITE 516NEW YORK, NY 10003
NOTE: EXISTING DECORATIVE IRON GATES NOT SHOWN FOR CLARITY NOTE: EXISTING DECORATIVE IRON GATES NOT SHOWN FOR CLARITY
PAGE 8
WESTBETH ARTISTS’ HOUSING463 WEST STREET
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:
PEREZ ARCHITECTURE86 34TH STREET, SUITE D-601BROOKLYN, NY 11232
PRESERVATION CONSULTANT:
AYON STUDIO41 UNION SQUARE WESTSUITE 516NEW YORK, NY 10003 PAGE 9
WESTBETH ARTISTS’ HOUSING463 WEST STREET
NEW YORK, NY. 10014
EXISTING AND PROPOSED PASSAGEWAY AT WEST STREET ENTRANCE
1/10 - EXISTING PASSAGEWAY 2/10 - PROPOSED PASSAGEWAY WITH ADA RAMP
ARCHITECT:
PEREZ ARCHITECTURE86 34TH STREET, SUITE D-601BROOKLYN, NY 11232
PRESERVATION CONSULTANT:
AYON STUDIO41 UNION SQUARE WESTSUITE 516NEW YORK, NY 10003 PAGE 10
WESTBETH ARTISTS’ HOUSING463 WEST STREET
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:
PEREZ ARCHITECTURE86 34TH STREET, SUITE D-601BROOKLYN, NY 11232
PRESERVATION CONSULTANT:
AYON STUDIO41 UNION SQUARE WESTSUITE 516NEW YORK, NY 10003 PAGE 11
WESTBETH ARTISTS’ HOUSING463 WEST STREET
NEW YORK, NY. 10014
EXISTING COURTYARD [SECTIONS A, B, C + D]
CLOSE UP VIEW OF EXISTING ASPHALT PAVERS
ARCHITECT:
PEREZ ARCHITECTURE86 34TH STREET, SUITE D-601BROOKLYN, NY 11232
PRESERVATION CONSULTANT:
AYON STUDIO41 UNION SQUARE WESTSUITE 516NEW YORK, NY 10003 PAGE 12
WESTBETH ARTISTS’ HOUSING463 WEST STREET
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:
PEREZ ARCHITECTURE86 34TH STREET, SUITE D-601BROOKLYN, NY 11232
PRESERVATION CONSULTANT:
AYON STUDIO41 UNION SQUARE WESTSUITE 516NEW YORK, NY 10003 PAGE 13
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
WG
2/7
/2017
SHEET TITLE
DATE:PROJECT NO:
REVISIONS:
SHEET IDENTIFICATION NO
CHECKED BY:
DATE
© P
EREZ
, A P
RO
FESS
ION
AL C
OR
POR
ATIO
PAGE NO
PROFESSIONAL OF RECORD STAMP
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
BUILDINGS DEPARTMENT BSCAN STICKER
BUILDINGS DEPARTMENT EMPLOYEE STAMP
PEREZ ARCHITECTURE86 34th STREET, SUITE D-601BROOKLYN, NY 11232WWW.E-PEREZ.COM
APP-
0066
58W
ESTB
ETH
ARTI
STS
HOUS
ING
463 W
EST
STRE
ETNE
W Y
ORK,
NY,
1001
4
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
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:
05-1
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
G
2/7/20
17
SHEET TITLE
DATE:PROJECT NO:
REVISIONS:
SHEET IDENTIFICATION NO
CHECKED BY:
DATE
© P
EREZ
, A P
RO
FE
PAGE NO
PROFESSIONAL OF RECORD STAMP
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
BUILDINGS DEPARTMENT BSCAN STICKER
BUILDINGS DEPARTMENT EMPLOYEE STAMP
PEREZ ARCHITECTURE86 34th STREET, SUITE D-601BROOKLYN, NY 11232WWW.E-PEREZ.COM
APP-
0066
58W
ESTB
ETH
ARTI
STS
HOUS
ING
463 W
EST
STRE
ETNE
W Y
ORK,
NY,
1001
4
19 OF 31
DHV
WESTBETH ARTISTS’ HOUSING463 WEST STREET
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:
PEREZ ARCHITECTURE86 34TH STREET, SUITE D-601BROOKLYN, NY 11232
PRESERVATION CONSULTANT:
AYON STUDIO41 UNION SQUARE WESTSUITE 516NEW YORK, NY 10003 PAGE 14
13'-4"31'-1134"
2ND FLOOR ABOVE
EXISTINGCOURTYARD
EXISTINGPASSAGEWAY
EXISTINGFLOORDRAIN
EXISTING SEMI-CIRCULARCONCRETE BENCH TO REMAIN
REMOVEEXISTINGH.M. DOOR
REMOVE EXISTINGBLACK PIPEHANDRAILS, TYP.
1 15
3 16
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.
2ND FLOOR ABOVE
EXISTING SEMI-CIRCULARCONCRETE BENCH TO REMAIN
22'-2"
Ø5'-0"
16'-8"
22'-2"
7'-2" REQ. F.P.
20'-7
"
PROPOSEDPASSAGEWAY
6
NEW AUTOMATIC H.M.DOOR FOR ACCESSTO ELEVATOR "C" TOMATCH EXISTING/ PTD.
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:
SHEET IDENTIFICATION NO
CHECKED BY:
DATE
PAGE NO
PROFESSIONAL OF RECORD STAMP
ALE:ALE: 1/2" = 1'-0"NLARGED EXISTING INNER COURTYARD PLAN - 1:12 ADA RAMP
BUILDINGS DEPARTMENT BSCAN STICKER
BUILDINGS DEPARTMENT EMPLOYEE STAMP
SCOPE OF WORK
PEREZ ARCHITECTURE86 34th STREET, SUITE D-601BROOKLYN, NY 11232WWW.E-PEREZ.COM
APP-
0066
58W
ESTB
ETH
ARTI
STS
HOUS
ING
463 W
EST
STRE
ETNE
W Y
ORK,
NY,
1001
4
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
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
01.26.2017
EXTE
RIOR
PER
MIT
SET
13'-4"31'-1134"
2ND FLOOR ABOVE
EXISTINGCOURTYARD
EXISTINGPASSAGEWAY
EXISTINGFLOORDRAIN
EXISTING SEMI-CIRCULARCONCRETE BENCH TO REMAIN
REMOVEEXISTINGH.M. DOOR
REMOVE EXISTINGBLACK PIPEHANDRAILS, TYP.
1 15
3 16
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.
2ND FLOOR ABOVE
EXISTING SEMI-CIRCULARCONCRETE BENCH TO REMAIN
22'-2"
Ø5'-0"
16'-8"
22'-2"
7'-2" REQ. F.P.
20'-7
"
PROPOSEDPASSAGEWAY
6
NEW AUTOMATIC H.M.DOOR FOR ACCESSTO ELEVATOR "C" TOMATCH EXISTING/ PTD.
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:
SHEET IDENTIFICATION NO
CHECKED BY:
DATE
PAGE NO
PROFESSIONAL OF RECORD STAMP
ALE:ALE: 1/2" = 1'-0"NLARGED EXISTING INNER COURTYARD PLAN - 1:12 ADA RAMP
BUILDINGS DEPARTMENT BSCAN STICKER
BUILDINGS DEPARTMENT EMPLOYEE STAMP
PEREZ ARCHITECTURE86 34th STREET, SUITE D-601BROOKLYN, NY 11232WWW.E-PEREZ.COM
APP-
0066
58W
ESTB
ETH
ARTI
STS
HOUS
ING
463 W
EST
STRE
ETNE
W Y
ORK,
NY,
1001
4
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
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
01.26.2017
EXTE
RIOR
PER
MIT
SET
WESTBETH ARTISTS’ HOUSING463 WEST STREET
NEW YORK, NY. 10014
WEST STREET PASSAGEWAY PLANS
SCOPE: PROVIDE ADA CONCRETE RAMP AT WEST STREET PASSAGEWAY ENTRANCE FROM BOTTOM OF CONCRETE STAIR UP TO EXISTING COURTYARD.
1 - EXISTING PLAN OF WEST STREET PASSAGEWAY
2 - PROPOSED PLAN OF WEST STREET PASSAGEWAY
ARCHITECT:
PEREZ ARCHITECTURE86 34TH STREET, SUITE D-601BROOKLYN, NY 11232
PRESERVATION CONSULTANT:
AYON STUDIO41 UNION SQUARE WESTSUITE 516NEW YORK, NY 10003 PAGE 15
WESTBETH ARTISTS’ HOUSING463 WEST STREET
NEW YORK, NY. 10014
WEST STREET PASSAGEWAY SECTIONS AND ELEVATIONS
SCOPE: PROVIDE ADA CONCRETE RAMP AT WEST STREET PASSAGEWAY ENTRANCE FROM BOTTOM OF CONCRETE STAIR UP TO EXISTING COURTYARD.
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"
12.00'FLOOD RESISTANT CONSTRUCTIONELEVATION (FRCE)
11.00'BASE FLOOD ELEVATION
12.95'EXISTING INNER COURTYARD
7.71'PROPERTY LINE
EXISTING STUCCO BASETO REMAIN, TYP.
12.00'FLOOD RESISTANT CONSTRUCTIONELEVATION (FRCE)
11.00'BASE FLOOD ELEVATION
12.95'EXISTING INNER COURTYARD
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
RO
FESS
ION
AL C
OR
POR
ATIO
N
NO DESCRIPTION
DRAWN BY:
APP-
0066
58W
ESTB
ETH
ARTI
STS
HOUS
ING
463 W
EST
STRE
ETNE
W Y
ORK,
NY,
1001
4
05-15-1031
DT/PSAHVN/AOB
SHEET TITLE
DATE:PROJECT NO:
REVISIONS:
SHEET IDENTIFICATION NO
CHECKED BY:
DATE
PEREZ ARCHITECTURE86 34th STREET, SUITE D-601BROOKLYN, NY 11232WWW.E-PEREZ.COM
PROPOSED ENLARGEDELEVATIONS INNERCOURTYARD ADA RAMP
A-217.00
SCOPE OF WORK
PROFESSIONAL OF RECORD STAMP
BUILDINGS DEPARTMENT BSCAN STICKER
BUILDINGS DEPARTMENT EMPLOYEE STAMP
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"
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"
12.00'FLOOD RESISTANT CONSTRUCTIONELEVATION (FRCE)
11.00'BASE FLOOD ELEVATION
12.95'EXISTING INNER COURTYARD
7.71'PROPERTY LINE
EXISTING STUCCO BASETO REMAIN, TYP.
12.00'FLOOD RESISTANT CONSTRUCTIONELEVATION (FRCE)
11.00'BASE FLOOD ELEVATION
12.95'EXISTING INNER COURTYARD
7.71'PROPERTY LINE
S\PA
LLEN
\DES
KTOP
\LPC
DOB
2017
0111
\WES
TBET
H FI
NAL E
LEVA
TION
S_20
1701
30.D
WG
1/3
0/201
7©
PER
EZ, A
PR
OFE
SSIO
NAL
CO
RPO
RAT
ION
NO DESCRIPTION
DRAWN BY:
APP-
0066
58W
ESTB
ETH
ARTI
STS
HOUS
ING
463 W
EST
STRE
ETNE
W Y
ORK,
NY,
1001
4
05-15-1031
DT/PSAHVN/AOB
SHEET TITLE
DATE:PROJECT NO:
REVISIONS:
SHEET IDENTIFICATION NO
CHECKED BY:
DATE
PEREZ ARCHITECTURE86 34th STREET, SUITE D-601BROOKLYN, NY 11232WWW.E-PEREZ.COM
PROPOSED ENLARGEDELEVATIONS INNERCOURTYARD ADA RAMP
A-217.00
SCOPE OF WORK
PAGE NO
PROFESSIONAL OF RECORD STAMP
BUILDINGS DEPARTMENT BSCAN STICKER
BUILDINGS DEPARTMENT EMPLOYEE STAMP
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
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"
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"
12.00'FLOOD RESISTANT CONSTRUCTIONELEVATION (FRCE)
11.00'BASE FLOOD ELEVATION
12.95'EXISTING INNER COURTYARD
7.71'PROPERTY LINE
EXISTING STUCCO BASETO REMAIN, TYP.
12.00'FLOOD RESISTANT CONSTRUCTIONELEVATION (FRCE)
11.00'BASE FLOOD ELEVATION
12.95'EXISTING INNER COURTYARD
7.71'PROPERTY LINE
NO DESCRIPTION
DRAWN BY:
APP-
0066
58W
ESTB
ETH
ARTI
STS
HOUS
ING
463 W
EST
STRE
ETNE
W Y
ORK,
NY,
1001
4
05-15-1031
DT/PSAHVN/AOB
SHEET TITLE
DATE:PROJECT NO:
REVISIONS:
SHEET IDENTIFICATION NO
CHECKED BY:
DATE
PEREZ ARCHITECTURE86 34th STREET, SUITE D-601BROOKLYN, NY 11232WWW.E-PEREZ.COM
PROPOSED ENLARGEDELEVATIONS INNERCOURTYARD ADA RAMP
A-217.00
SCOPE OF WORK
PROFESSIONAL OF RECORD STAMP
BUILDINGS DEPARTMENT BSCAN STICKER
BUILDINGS DEPARTMENT EMPLOYEE STAMP
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"
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"
12.00'FLOOD RESISTANT CONSTRUCTIONELEVATION (FRCE)
11.00'BASE FLOOD ELEVATION
12.95'EXISTING INNER COURTYARD
7.71'PROPERTY LINE
EXISTING STUCCO BASETO REMAIN, TYP.
12.00'FLOOD RESISTANT CONSTRUCTIONELEVATION (FRCE)
11.00'BASE FLOOD ELEVATION
12.95'EXISTING INNER COURTYARD
7.71'PROPERTY LINE
NO DESCRIPTION
DRAWN BY:
APP-
0066
58W
ESTB
ETH
ARTI
STS
HOUS
ING
463 W
EST
STRE
ETNE
W Y
ORK,
NY,
1001
4
05-15-1031
DT/PSAHVN/AOB
SHEET TITLE
DATE:PROJECT NO:
REVISIONS:
SHEET IDENTIFICATION NO
CHECKED BY:
DATE
PEREZ ARCHITECTURE86 34th STREET, SUITE D-601BROOKLYN, NY 11232WWW.E-PEREZ.COM
PROPOSED ENLARGEDELEVATIONS INNERCOURTYARD ADA RAMP
A-217.00
SCOPE OF WORK
PAGE NO
PROFESSIONAL OF RECORD STAMP
BUILDINGS DEPARTMENT BSCAN STICKER
BUILDINGS DEPARTMENT EMPLOYEE STAMP
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
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
ARCHITECT:
PEREZ ARCHITECTURE86 34TH STREET, SUITE D-601BROOKLYN, NY 11232
PRESERVATION CONSULTANT:
AYON STUDIO41 UNION SQUARE WESTSUITE 516NEW YORK, NY 10003 PAGE 16
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"
EXISTING WINDOWS TO REMAIN, TYP.
EXISTING STUCCO BASETO REMAIN, TYP.
10",TYP.
1'-10
"5'-
1"3'-
6"
4.76°
EXISTING WINDOWS TO REMAIN, TYP.
3'-11", TYP.
8",
TYP.
2'-10
"
EXISTING STUCCO BASETO REMAIN, TYP.
1-1/2" STEEL PIPE HANDRAILPAINTED WITH BLACKTO MATCH EXISTING,TYP.
10",TYP.
PROPOSED W12X58,REF STRUCT., W/ 2"FIRE PROOFING (TYP.)
PROPOSED W24X62,REF STRUCT., W/ 2"FIRE PROOFING (TYP.)
3'-6"
8'-7"
3'-0"
3'-3"
12.00'FLOOD RESISTANT CONSTRUCTIONELEVATION (FRCE)
11.00'BASE FLOOD ELEVATION
12.95'EXISTING INNER COURTYARD
3'-0"
PROPOSED W12X58,REF STRUCT., W/ 2"FIRE PROOFING
PROPOSED W24X62,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
RO
FESS
ION
AL C
OR
POR
ATIO
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.
EXISTING WINDOWS TO REMAIN, TYP.
EXISTING STUCCO BASETO 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"
EXISTING WINDOWS TO REMAIN, TYP.
EXISTING STUCCO BASETO REMAIN, TYP.
10",TYP.
1'-10
"5'-
1"3'-
6"
4.76°
EXISTING WINDOWS TO REMAIN, TYP.
3'-11", TYP.
8",
TYP.
2'-10
"
EXISTING STUCCO BASETO REMAIN, TYP.
1-1/2" STEEL PIPE HANDRAILPAINTED WITH BLACKTO MATCH EXISTING,TYP.
10",TYP.
PROPOSED W12X58,REF STRUCT., W/ 2"FIRE PROOFING (TYP.)
PROPOSED W24X62,REF STRUCT., W/ 2"FIRE PROOFING (TYP.)
3'-6"
8'-7"
3'-0"
3'-3"
12.00'FLOOD RESISTANT CONSTRUCTIONELEVATION (FRCE)
11.00'BASE FLOOD ELEVATION
12.95'EXISTING INNER COURTYARD
3'-0"
PROPOSED W12X58,REF STRUCT., W/ 2"FIRE PROOFING
PROPOSED W24X62,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.)
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
EXISTING MASONRYWALL TO REMAIN
\PAL
LEN\
DESK
TOP\
LPC
DOB
2017
0111
\WES
TBET
H_SE
CTIO
NS_2
0170
130.D
WG
1/3
0/201
7©
PER
EZ, A
PR
OFE
SSIO
NAL
CO
RPO
RAT
ION
BUILDINGS DEPARTMENT BSCAN STICKER
BUILDINGS DEPARTMENT EMPLOYEE STAMPDESCRIPTION
DRAWN BY:
05-15-10
PHVN/AO
SHEET TITLE
DATE:PROJECT NO:
REVISIONS:
SHEET IDENTIFICATION NO
CHECKED BY:
DATE
PAGE NO
PROFESSIONAL OF RECORD STAMP
PAGE NO
ENLARGED PROPOSEDINNER COURTYARDLONGITUDINAL SECTION
A-304.00SCALE: 1/4" = 1'-0"PROPOSED WALKABLE SURFACE - UPPER LANDING1
PEREZ ARCHITECTURE86 34th STREET, SUITE D-601BROOKLYN, NY 11232WWW.E-PEREZ.COM
APP-
0066
58W
ESTB
ETH
ARTI
STS
HOUS
ING
463 W
EST
STRE
ETNE
W Y
ORK,
NY,
1001
4
SCOPE OF WORK
NO
01.28.20
EXTE
RIOR
PER
MIT
SET
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 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
SCALE: 1/4" = 1'-0"PROPOSED RAMP - TRANSVERSE SECTION4
SCALE: 1-1/2" = 1'-0"PROPOSED FALL PROTECTION + HANDRAIL DETAIL5
SCALE: 3" = 1'-0"PROPOSED HANDRAIL DETAIL6
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.
EXISTING WINDOWS TO REMAIN, TYP.
EXISTING STUCCO BASETO 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"
EXISTING WINDOWS TO REMAIN, TYP.
EXISTING STUCCO BASETO REMAIN, TYP.
10",TYP.
1'-10
"5'-
1"3'-
6"
4.76°
EXISTING WINDOWS TO REMAIN, TYP.
3'-11", TYP.
8",
TYP.
2'-10
"
EXISTING STUCCO BASETO REMAIN, TYP.
1-1/2" STEEL PIPE HANDRAILPAINTED WITH BLACKTO MATCH EXISTING,TYP.
10",TYP.
PROPOSED W12X58,REF STRUCT., W/ 2"FIRE PROOFING (TYP.)
PROPOSED W24X62,REF STRUCT., W/ 2"FIRE PROOFING (TYP.)
3'-6"
8'-7"
3'-0"
3'-3"
12.00'FLOOD RESISTANT CONSTRUCTIONELEVATION (FRCE)
11.00'BASE FLOOD ELEVATION
12.95'EXISTING INNER COURTYARD
3'-0"
PROPOSED W12X58,REF STRUCT., W/ 2"FIRE PROOFING
PROPOSED W24X62,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.)
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
EXISTING MASONRYWALL TO REMAIN
SERS
\PAL
LEN\
DESK
TOP\
LPC
DOB
2017
0111
\WES
TBET
H_SE
CTIO
NS_2
0170
130.D
WG
1/3
0/201
7©
PER
EZ, A
PR
OFE
SSIO
NAL
CO
RPO
RAT
BUILDINGS DEPARTMENT BSCAN STICKER
BUILDINGS DEPARTMENT EMPLOYEE STAMPDESCRIPTION
DRAWN BY:
05-15-10
PSHVN/AO
SHEET TITLE
DATE:PROJECT NO:
REVISIONS:
SHEET IDENTIFICATION NO
CHECKED BY:
DATE
PAGE NO
PROFESSIONAL OF RECORD STAMP
PAGE NO
ENLARGED PROPOSEDINNER COURTYARDLONGITUDINAL SECTION
A-304.00SCALE: 1/4" = 1'-0"PROPOSED WALKABLE SURFACE - UPPER LANDING1
PEREZ ARCHITECTURE86 34th STREET, SUITE D-601BROOKLYN, NY 11232WWW.E-PEREZ.COM
APP-
0066
58W
ESTB
ETH
ARTI
STS
HOUS
ING
463 W
EST
STRE
ETNE
W Y
ORK,
NY,
1001
4
SCOPE OF WORK
21 OF 22
NO
01.28.20
EXTE
RIOR
PER
MIT
SET
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 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
SCALE: 1/4" = 1'-0"PROPOSED RAMP - TRANSVERSE SECTION4
SCALE: 1-1/2" = 1'-0"PROPOSED FALL PROTECTION + HANDRAIL DETAIL5
SCALE: 3" = 1'-0"PROPOSED HANDRAIL DETAIL6
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.
EXISTING WINDOWS TO REMAIN, TYP.
EXISTING STUCCO BASETO 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"
EXISTING WINDOWS TO REMAIN, TYP.
EXISTING STUCCO BASETO REMAIN, TYP.
10",TYP.
1'-10
"5'-
1"3'-
6"
4.76°
EXISTING WINDOWS TO REMAIN, TYP.
3'-11", TYP.
8",
TYP.
2'-10
"
EXISTING STUCCO BASETO REMAIN, TYP.
1-1/2" STEEL PIPE HANDRAILPAINTED WITH BLACKTO MATCH EXISTING,TYP.
10",TYP.
PROPOSED W12X58,REF STRUCT., W/ 2"FIRE PROOFING (TYP.)
PROPOSED W24X62,REF STRUCT., W/ 2"FIRE PROOFING (TYP.)
3'-6"
8'-7"
3'-0"
3'-3"
12.00'FLOOD RESISTANT CONSTRUCTIONELEVATION (FRCE)
11.00'BASE FLOOD ELEVATION
12.95'EXISTING INNER COURTYARD
3'-0"
PROPOSED W12X58,REF STRUCT., W/ 2"FIRE PROOFING
PROPOSED W24X62,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.)
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
EXISTING MASONRYWALL TO REMAIN
C:\U
SERS
\PAL
LEN\
DESK
TOP\
LPC
DOB
2017
0111
\WES
TBET
H_SE
CTIO
NS_2
0170
130.D
WG
1/3
0/201
7©
PER
EZ, A
PR
OFE
SSIO
NAL
CO
RPO
R
BUILDINGS DEPARTMENT BSCAN STICKER
BUILDINGS DEPARTMENT EMPLOYEE STAMPDESCRIPTION
DRAWN BY:
05-15-10
PSHVN/AO
SHEET TITLE
DATE:PROJECT NO:
REVISIONS:
SHEET IDENTIFICATION NO
CHECKED BY:
DATE
PAGE NO
PROFESSIONAL OF RECORD STAMP
PAGE NO
ENLARGED PROPOSEDINNER COURTYARDLONGITUDINAL SECTION
A-304.00SCALE: 1/4" = 1'-0"PROPOSED WALKABLE SURFACE - UPPER LANDING1
PEREZ ARCHITECTURE86 34th STREET, SUITE D-601BROOKLYN, NY 11232WWW.E-PEREZ.COM
APP-
0066
58W
ESTB
ETH
ARTI
STS
HOUS
ING
463 W
EST
STRE
ETNE
W Y
ORK,
NY,
1001
4
SCOPE OF WORK
21 OF 22
NO
01.28.20
EXTE
RIOR
PER
MIT
SET
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 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
SCALE: 1/4" = 1'-0"PROPOSED RAMP - TRANSVERSE SECTION4
SCALE: 1-1/2" = 1'-0"PROPOSED FALL PROTECTION + HANDRAIL DETAIL5
SCALE: 3" = 1'-0"PROPOSED HANDRAIL DETAIL6
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.
EXISTING WINDOWS TO REMAIN, TYP.
EXISTING STUCCO BASETO 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"
EXISTING WINDOWS TO REMAIN, TYP.
EXISTING STUCCO BASETO REMAIN, TYP.
10",TYP.
1'-10
"5'-
1"3'-
6"
4.76°
EXISTING WINDOWS TO REMAIN, TYP.
3'-11", TYP.
8",
TYP.
2'-10
"
EXISTING STUCCO BASETO REMAIN, TYP.
1-1/2" STEEL PIPE HANDRAILPAINTED WITH BLACKTO MATCH EXISTING,TYP.
10",TYP.
PROPOSED W12X58,REF STRUCT., W/ 2"FIRE PROOFING (TYP.)
PROPOSED W24X62,REF STRUCT., W/ 2"FIRE PROOFING (TYP.)
3'-0"
3'-3"
12.00'FLOOD RESISTANT CONSTRUCTIONELEVATION (FRCE)
11.00'BASE FLOOD ELEVATION
12.95'EXISTING INNER COURTYARD
3'-0"
PROPOSED W12X58,REF STRUCT., W/ 2"FIRE PROOFING
PROPOSED W24X62,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.)
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
EXISTING MASONRYWALL TO REMAIN
BUILDINGS DEPARTMENT BSCAN STICKER
BUILDINGS DEPARTMENT EMPLOYEE STAMPDESCRIPTION
DRAWN BY:
05-15-1031
PSAHVN/AOB
SHEET TITLE
DATE:PROJECT NO:
REVISIONS:
SHEET IDENTIFICATION NO
CHECKED BY:
DATE
PAGE NO
PROFESSIONAL OF RECORD STAMP
PAGE NO
ENLARGED PROPOSEDINNER COURTYARDLONGITUDINAL SECTION
A-304.00SCALE: 1/4" = 1'-0"PROPOSED WALKABLE SURFACE - UPPER LANDING1
PEREZ ARCHITECTURE86 34th STREET, SUITE D-601BROOKLYN, NY 11232WWW.E-PEREZ.COM
APP-
0066
58W
ESTB
ETH
ARTI
STS
HOUS
ING
463 W
EST
STRE
ETNE
W Y
ORK,
NY,
1001
4
21 OF 22
NO
01.28.2017
EXTE
RIOR
PER
MIT
SET
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 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
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"
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.
EXISTING WINDOWS TO REMAIN, TYP.
EXISTING STUCCO BASETO 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"
EXISTING WINDOWS TO REMAIN, TYP.
EXISTING STUCCO BASETO REMAIN, TYP.
10",TYP.
1'-10
"5'-
1"3'-
6"
4.76°
EXISTING WINDOWS TO REMAIN, TYP.
3'-11", TYP.
8",
TYP.
2'-10
"
EXISTING STUCCO BASETO REMAIN, TYP.
1-1/2" STEEL PIPE HANDRAILPAINTED WITH BLACKTO MATCH EXISTING,TYP.
10",TYP.
PROPOSED W12X58,REF STRUCT., W/ 2"FIRE PROOFING (TYP.)
PROPOSED W24X62,REF STRUCT., W/ 2"FIRE PROOFING (TYP.)
3'-6"
8'-7"
3'-0"
3'-3"
12.00'FLOOD RESISTANT CONSTRUCTIONELEVATION (FRCE)
11.00'BASE FLOOD ELEVATION
12.95'EXISTING INNER COURTYARD
3'-0"
PROPOSED W12X58,REF STRUCT., W/ 2"FIRE PROOFING
PROPOSED W24X62,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.)
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
EXISTING MASONRYWALL TO REMAIN
TOP\
LPC
DOB
2017
0111
\WES
TBET
H_SE
CTIO
NS_2
0170
130.D
WG
1/3
0/201
7©
PER
EZ, A
PR
OFE
SSIO
NAL
CO
RPO
RAT
ION
BUILDINGS DEPARTMENT BSCAN STICKER
BUILDINGS DEPARTMENT EMPLOYEE STAMPDESCRIPTION
DRAWN BY:
05-15-10
PSHVN/AO
SHEET TITLE
DATE:PROJECT NO:
REVISIONS:
SHEET IDENTIFICATION NO
CHECKED BY:
DATE
PROFESSIONAL OF RECORD STAMP
ENLARGED PROPOSEDINNER COURTYARDLONGITUDINAL SECTION
A-304.00
PEREZ ARCHITECTURE86 34th STREET, SUITE D-601BROOKLYN, NY 11232WWW.E-PEREZ.COM
APP-
0066
58W
ESTB
ETH
ARTI
STS
HOUS
ING
463 W
EST
STRE
ETNE
W Y
ORK,
NY,
1001
4
SCOPE OF WORK
NO
01.28.20
EXTE
RIOR
PER
MIT
SET
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 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
SCALE: 1/4" = 1'-0"PROPOSED RAMP - TRANSVERSE SECTION4
SCALE: 1-1/2" = 1'-0"PROPOSED FALL PROTECTION + HANDRAIL DETAIL5
WESTBETH ARTISTS’ HOUSING463 WEST STREET
NEW YORK, NY. 10014
PROPOSED RAMP SECTIONS AND DETAIL
SCOPE: PROVIDE ADA CONCRETE RAMP AT WEST STREET PASSAGEWAY ENTRANCE FROM BOTTOM OF CONCRETE STAIR UP TO EXISTING COURTYARD.
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:
PEREZ ARCHITECTURE86 34TH STREET, SUITE D-601BROOKLYN, NY 11232
PRESERVATION CONSULTANT:
AYON STUDIO41 UNION SQUARE WESTSUITE 516NEW YORK, NY 10003
317
2 - DETAIL - HANDRAIL
217
PAGE 17