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225 WEST 13TH STREET NEW YORK, NY 10011 SUBMITTED TO LANDMARKS PRESERVATION COMMISSION COMMUNITY BOARD 2 09/11/2018

225 WEST 13TH STREET - New York...7th AVE. 8th AVE. Building Footprint SITE CONTEXT 1 ELIZABETH ROBERTS ARCHITECTURE & DESIGN, PC | 168 7TH ST #3C BROOKLYN, NY 11215 225 West 13th

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  • 225 WEST 13TH STREETNEW YORK, NY 10011

    SUBMITTED TOLANDMARKS PRESERVATION COMMISSION

    COMMUNITY BOARD 209/11/2018

  • ELIZABETH ROBERTS ARCHITECTURE & DESIGN, PC | 168 7TH ST #3C BROOKLYN, NY 11215

    225 West 13th St. 225 W 13TH ST. NY, NY 10011LPC - 19 - 20889September 11, 2018

    55565758596062636465 53 52 51 50 49 48 46 4442 40

    7501 22 7503 24 26 271715 28 31 32

    33

    141312109875

    7504

    66

    OPEN SPACE

    IMPERVIOUS GROUND LEVEL

    BUILDING FOOTPRINT

    KEY

    55565758596062636465 53 52 51 50 49 48 46 4442 40

    7501 22 7503 24 26 271715 28 3132

    33

    141312109875

    7504

    66

    OPEN SPACE

    IMPERVIOUS GROUND LEVEL

    BUILDING FOOTPRINT

    KEY

    GOOGLE MAPS: GREENWICH VILLAGE, 2018 BLOCK PLAN

    Project Location Open Space

    WEST 13th ST.

    SITE : 225 WEST 13th St.

    GREENWICH AVE.

    WEST 14th ST.

    7th

    AVE

    .8th

    AVE

    .Building Footprint

    SITE CONTEXT

    1

  • ELIZABETH ROBERTS ARCHITECTURE & DESIGN, PC | 168 7TH ST #3C BROOKLYN, NY 11215

    225 West 13th St. 225 W 13TH ST. NY, NY 10011LPC - 19 - 20889September 11, 2018

    225 WEST 13TH STREET, TAX PHOTOGRAPH, 1940 225 WEST 13TH STREET, TAX PHOTOGRAPH, 1980s

    TAXPHOTOS

    2

  • ELIZABETH ROBERTS ARCHITECTURE & DESIGN, PC | 168 7TH ST #3C BROOKLYN, NY 11215

    225 West 13th St. 225 W 13TH ST. NY, NY 10011LPC - 19 - 20889September 11, 2018

    MANHATTAN: 13TH STREET - GREENWICH AVENUE 1933 MANHATTAN: 13TH STREET - GREENWICH AVENUE 1931

    HISTORICPHOTOS

    3

  • ELIZABETH ROBERTS ARCHITECTURE & DESIGN, PC | 168 7TH ST #3C BROOKLYN, NY 11215

    225 West 13th St. 225 W 13TH ST. NY, NY 10011LPC - 19 - 20889September 11, 2018

    4

    Photographs#225 #225#225 #227#227 #223#223

    225 WEST 13th STREET, 2017 225 WEST 13th STREET, 2017 225 WEST 13th STREET, 2017

    CURRENTCONDITIONS

    4

  • ELIZABETH ROBERTS ARCHITECTURE & DESIGN, PC | 168 7TH ST #3C BROOKLYN, NY 11215

    225 West 13th St. 225 W 13TH ST. NY, NY 10011LPC - 19 - 20889September 11, 2018

    225 W 13th St. PROPOSED ELEVATION225 W 13th ST. PROPOSED OBLIQUE VIEW

    3D MODEL VIEWS

    5

  • ELIZABETH ROBERTS ARCHITECTURE & DESIGN, PC | 168 7TH ST #3C BROOKLYN, NY 11215

    225 West 13th St. 225 W 13TH ST. NY, NY 10011LPC - 19 - 20889September 11, 2018

    OPEN SPACE

    IMPERVIOUS GROUND LEVEL

    BUILDING FOOTPRINT

    KEY

    OPEN SPACE

    IMPERVIOUS GROUND LEVEL

    BUILDING FOOTPRINT

    KEY

    EXISTING SOUTH ELEVATION

    KEY PLAN

    WEST 13TH ST.

    WEST 14TH ST.

    PROPOSED SOUTH ELEVATION

    2-W01

    3/16" = 1'-0"DEMOLITION SOUTH ELEVATION1 3/16" = 1'-0"

    CONSTRUCTION SOUTH ELEVATION2

    3'-6" 5'-1"

    3-W023-W01

    2-W02

    1-D011-D02

    T.O. BULKHEAD+55' - 10 3/4" (NAVD +81.58')

    FFL MECHANICAL ROOMS+44' - 3" (NAVD +69.93')

    T.O. PARAPET+43' - 1/4" (NAVD +68.74')

    FFL ROOF+40' - 9 1/4" (NAVD +66.46')

    FFL THIRD FLOOR+25' - 1 1/4" (NAVD +50.78')

    FFL SECOND FLOOR+13' - 1 1/4" (NAVD +38.78')

    FFL FIRST FLOOR0' - 0" (NAVD +25.68')

    FFL CELLAR-10' - 11 3/4" (NAVD +14.70')

    GRADE AT REAR YARD-9'-7" (NAVD +16.10')

    GENERAL NOTES:1. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL

    DIMENSIONS, ELEVATIONS, AND CONDITIONS AT THE SITE TOCONFIRM THE WORK IS BUILDABLE WITH THE DESIGN INTENTDESCRIBED BY THE DRAWINGS.

    2. ALL MATERIALS SCHEDULED FOR REMOVAL AND SALVAGE SHALLBE CAREFULLY REMOVED, LABELED, DOCUMENTED AND SHALLBE STORED IN A SECURE LOCATION ON SITE. STORED MATERIALSSHALL BE PROTECTED FROM DAMAGE, THEFT, AND VANDALISM,INCLUDING DAMAGE FROM OTHER TRADES.

    ELEVATIONS - KEYNOTES:REMOVE WINDOWS AND DOORS. EXISTINGMASONRY OPENINGS TO REMAIN.

    REMOVE MASONRY INFILL FROM EXISTINGMASONRY OPENING.

    1

    2

    REMOVE PORTION OF NON BEARING MASONRYWALL. SEE STRUCTURAL DRAWINGS.

    3

    EXCAVATE REAR YARD, REFER TOSTRUCTURAL ENGINEER INFORMATION4

    GARDEN WALL TO REMAIN5

    REMOVE CONCRETE TERRACE, EXCAVATEREAR YARD

    6

    REMOVE MECHANICAL EQUIPMENT7

    REMOVE STEP + LOW WALL SEE ELEVATION8

    EXCAVATE PROPOSED ELEVATOR PIT, REFERTO STRUCTURAL ENGINEER INFORMATION9

    REMOVE GLASS BLOCK FROMEXISTING MASONRY OPENING10

    REMOVE FIRE ESCAPE11

    REMOVE AREA OF WALL12

    REMOVE BULKHEAD13

    ELEVATION LEGEND

    AREA OF WALL TO BE DEMOLISHED

    NEW WINDOW IN EXISTING MASONRY OPENING14

    NEW WINDOW IN NEW MASONRY OPENING15

    NEW BULKHEAD WITH GALVANIZEDCORRUGATED STEEL CLADDING

    16

    ROOFTOP AIR HANDLING UNIT, REFERTO MEP CONSULTANT INFORMATION

    17

    NEW GRADE AT REAR YARD18

    OUTLINE OF ADJACENT BUILDING19

    EXISTING IRON FENCE TO REMAIN20

    NEW SKYLIGHT WITH A MILL FINISH ALUMINUM FRAMECLEAR COAT TO THE EXTERIOR

    22

    GLASS BLOCK TO BE REMOVED23

    PROPOSED CMU BLOCK FILL WITH STUCCO TOMATCH EXISTING24

    7

    13

    13

    1 1

    1 1

    16

    22

    14

    14

    14

    14

    EXISTING BRICK UPSTAND TO BE DEMOLISHED. RETAINEXISTING BRICKS FOR REUSE/REPAIR OF FACADE.25

    2526

    REMOVE STOREFRONT, GARAGE DOOR, EXISTINGWINDOW SILL AND STEP

    26

    26

    FIRE RATED WALL PANEL,SEE SCHEDULE A500.00

    EXISTING STONE COPING TO REMAIN, PATCH ANDREPAIR AS REQUIRED27

    EXISTING EQUIPMENT TO REMAIN28

    REMOVE EXISTING MAILBOX, INTERCOM AND KEY BOX2934

    29

    28

    EXISTING STUCCO TO BE REPLACED WITH NEW STUCCO30

    MECHANICAL SCREEN PER ZR 24-51(F)31

    DUCTWORK, SEE MECHANICAL DRAWINGS32

    32

    AREA TO BE PATCHED

    REPAIR DAMAGED BRICKS USING EXISTING BRICKSREMOVED FROM UPSTAND33

    33 EXISTING SILLS TO REMAIN34

    34

    34

    28

    34

    38

    BUSH HAMMERED FINISH GRANITE SLAB TO MATCHEXISTING GRANITE35

    MIRROR SPANDREL GLASS36

    CELLAR-11' - 7 3/4" (NAVD +14.03')

    FIRST FLOOR+0' - 0" (NAVD +25.68')

    SECOND FLOOR+13' - 1 1/4" (NAVD +38.78')

    THIRD FLOOR+25' - 1-1/4" (NAVD +50.78')

    ROOF+40' - 3 1/4" (NAVD +65.95)

    T.O. PARAPET+43' - 3/4" (NAVD +68.74)

    T.O. ELEVATOR BULKHEAD+53' - 6 1/4" (NAVD +79.21')

    AVE. GRADE-0' - 1/4" (NAVD +25.41')

    28

    36

    28

    37

    NEW LIGHT IN EXISTING LOCATION37

    GRANITE WATER TABLE38

    39

    EXISTING BRICK TO REMAIN; NO CLEANINGOR REPOINTING

    39

    40

    EXISTING COPING TO REMAIN40

    REMOVE MASONRY INFILL AND REPLACEWITH NEW WINDOWS

    41

    7'-7

    "

    8'-7"

    7'-7

    "

    8'-6"

    7'-7

    "

    8'-6"

    7'-7

    "

    8'-6"

    10'-4

    "

    8'-1"

    9'-1

    1"

    13'-0

    "3'

    -4"

    3'-6" 5'-1"

    7'-7

    "

    8'-7"

    7'-7

    "

    8'-6"

    7'-7

    "

    8'-6"

    7'-7

    "

    8'-6"

    10'-4

    "

    8'-1"

    9'-1

    1"

    8'-7"8'-7"

    DRAWING NO:

    TITLE

    225 W 13TH STREETNEW YORK, NY 10011

    KUNSTHALLE

    CHECK BY: EM

    DRAWING BY: SV

    PROJECT #: 1706_225 W 13TH ST

    DATE: 07 / 03 / 2018SEAL AND SIGNATURE

    PROJECT

    ARCHITECT

    ELIZABETH ROBERTSARCHITECTURE & DESIGN

    ISSUE

    NO. DATE DESCRIPTION

    168 7TH STREET 3CBROOKLYN, NY 11215718 504 5488

    OF 19SHEET

    MECHANICAL & STRUCTURAL ENGINEERS

    ARUP77 WATER STREETNEW YORK, NY 10005212-896-3000

    EXPEDITOR

    J CALLAHAN CONSULTING INC.299 BROADWAY, SUITE 1420NEW YORK, NY 10007212-766-2115

    0 04/18/2018 DOB FILING

    13A-200.00

    DEMOLITION +CONSTRUCTIONSOUTH ELEVATION

    2-W01

    3/16" = 1'-0"DEMOLITION SOUTH ELEVATION1 3/16" = 1'-0"

    CONSTRUCTION SOUTH ELEVATION2

    3'-6" 5'-1"

    3-W023-W01

    2-W02

    1-D011-D02

    T.O. BULKHEAD+55' - 10 3/4" (NAVD +81.58')

    FFL MECHANICAL ROOMS+44' - 3" (NAVD +69.93')

    T.O. PARAPET+43' - 1/4" (NAVD +68.74')

    FFL ROOF+40' - 9 1/4" (NAVD +66.46')

    FFL THIRD FLOOR+25' - 1 1/4" (NAVD +50.78')

    FFL SECOND FLOOR+13' - 1 1/4" (NAVD +38.78')

    FFL FIRST FLOOR0' - 0" (NAVD +25.68')

    FFL CELLAR-10' - 11 3/4" (NAVD +14.70')

    GRADE AT REAR YARD-9'-7" (NAVD +16.10')

    GENERAL NOTES:1. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL

    DIMENSIONS, ELEVATIONS, AND CONDITIONS AT THE SITE TOCONFIRM THE WORK IS BUILDABLE WITH THE DESIGN INTENTDESCRIBED BY THE DRAWINGS.

    2. ALL MATERIALS SCHEDULED FOR REMOVAL AND SALVAGE SHALLBE CAREFULLY REMOVED, LABELED, DOCUMENTED AND SHALLBE STORED IN A SECURE LOCATION ON SITE. STORED MATERIALSSHALL BE PROTECTED FROM DAMAGE, THEFT, AND VANDALISM,INCLUDING DAMAGE FROM OTHER TRADES.

    ELEVATIONS - KEYNOTES:REMOVE WINDOWS AND DOORS. EXISTINGMASONRY OPENINGS TO REMAIN.

    REMOVE MASONRY INFILL FROM EXISTINGMASONRY OPENING.

    1

    2

    REMOVE PORTION OF NON BEARING MASONRYWALL. SEE STRUCTURAL DRAWINGS.

    3

    EXCAVATE REAR YARD, REFER TOSTRUCTURAL ENGINEER INFORMATION4

    GARDEN WALL TO REMAIN5

    REMOVE CONCRETE TERRACE, EXCAVATEREAR YARD

    6

    REMOVE MECHANICAL EQUIPMENT7

    REMOVE STEP + LOW WALL SEE ELEVATION8

    EXCAVATE PROPOSED ELEVATOR PIT, REFERTO STRUCTURAL ENGINEER INFORMATION9

    REMOVE GLASS BLOCK FROMEXISTING MASONRY OPENING10

    REMOVE FIRE ESCAPE11

    REMOVE AREA OF WALL12

    REMOVE BULKHEAD13

    ELEVATION LEGEND

    AREA OF WALL TO BE DEMOLISHED

    NEW WINDOW IN EXISTING MASONRY OPENING14

    NEW WINDOW IN NEW MASONRY OPENING15

    NEW BULKHEAD WITH GALVANIZEDCORRUGATED STEEL CLADDING

    16

    ROOFTOP AIR HANDLING UNIT, REFERTO MEP CONSULTANT INFORMATION

    17

    NEW GRADE AT REAR YARD18

    OUTLINE OF ADJACENT BUILDING19

    EXISTING IRON FENCE TO REMAIN20

    NEW SKYLIGHT WITH A MILL FINISH ALUMINUM FRAMECLEAR COAT TO THE EXTERIOR

    22

    GLASS BLOCK TO BE REMOVED23

    PROPOSED CMU BLOCK FILL WITH STUCCO TOMATCH EXISTING24

    7

    13

    13

    1 1

    1 1

    16

    22

    14

    14

    14

    14

    EXISTING BRICK UPSTAND TO BE DEMOLISHED. RETAINEXISTING BRICKS FOR REUSE/REPAIR OF FACADE.25

    2526

    REMOVE STOREFRONT, GARAGE DOOR, EXISTINGWINDOW SILL AND STEP

    26

    26

    FIRE RATED WALL PANEL,SEE SCHEDULE A500.00

    EXISTING STONE COPING TO REMAIN, PATCH ANDREPAIR AS REQUIRED27

    EXISTING EQUIPMENT TO REMAIN28

    REMOVE EXISTING MAILBOX, INTERCOM AND KEY BOX2934

    29

    28

    EXISTING STUCCO TO BE REPLACED WITH NEW STUCCO30

    MECHANICAL SCREEN PER ZR 24-51(F)31

    DUCTWORK, SEE MECHANICAL DRAWINGS32

    32

    AREA TO BE PATCHED

    REPAIR DAMAGED BRICKS USING EXISTING BRICKSREMOVED FROM UPSTAND33

    33 EXISTING SILLS TO REMAIN34

    34

    34

    28

    34

    38

    BUSH HAMMERED FINISH GRANITE SLAB TO MATCHEXISTING GRANITE35

    MIRROR SPANDREL GLASS36

    CELLAR-11' - 7 3/4" (NAVD +14.03')

    FIRST FLOOR+0' - 0" (NAVD +25.68')

    SECOND FLOOR+13' - 1 1/4" (NAVD +38.78')

    THIRD FLOOR+25' - 1-1/4" (NAVD +50.78')

    ROOF+40' - 3 1/4" (NAVD +65.95)

    T.O. PARAPET+43' - 3/4" (NAVD +68.74)

    T.O. ELEVATOR BULKHEAD+53' - 6 1/4" (NAVD +79.21')

    AVE. GRADE-0' - 1/4" (NAVD +25.41')

    28

    36

    28

    37

    NEW LIGHT IN EXISTING LOCATION37

    GRANITE WATER TABLE38

    39

    EXISTING BRICK TO REMAIN; NO CLEANINGOR REPOINTING

    39

    40

    EXISTING COPING TO REMAIN40

    REMOVE MASONRY INFILL AND REPLACEWITH NEW WINDOWS

    41

    7'-7

    "

    8'-7"

    7'-7

    "

    8'-6"

    7'-7

    "

    8'-6"

    7'-7

    "

    8'-6"

    10'-4

    "

    8'-1"

    9'-1

    1"

    13'-0

    "3'

    -4"

    3'-6" 5'-1"

    7'-7

    "

    8'-7"

    7'-7

    "

    8'-6"

    7'-7

    "

    8'-6"

    7'-7

    "

    8'-6"

    10'-4

    "

    8'-1"

    9'-1

    1"

    8'-7"8'-7"

    DRAWING NO:

    TITLE

    225 W 13TH STREETNEW YORK, NY 10011

    KUNSTHALLE

    CHECK BY: EM

    DRAWING BY: SV

    PROJECT #: 1706_225 W 13TH ST

    DATE: 07 / 03 / 2018SEAL AND SIGNATURE

    PROJECT

    ARCHITECT

    ELIZABETH ROBERTSARCHITECTURE & DESIGN

    ISSUE

    NO. DATE DESCRIPTION

    168 7TH STREET 3CBROOKLYN, NY 11215718 504 5488

    OF 19SHEET

    MECHANICAL & STRUCTURAL ENGINEERS

    ARUP77 WATER STREETNEW YORK, NY 10005212-896-3000

    EXPEDITOR

    J CALLAHAN CONSULTING INC.299 BROADWAY, SUITE 1420NEW YORK, NY 10007212-766-2115

    0 04/18/2018 DOB FILING

    13A-200.00

    DEMOLITION +CONSTRUCTIONSOUTH ELEVATION

    2-W01

    3/16" = 1'-0"DEMOLITION SOUTH ELEVATION1 3/16" = 1'-0"

    CONSTRUCTION SOUTH ELEVATION2

    3'-6" 5'-1"

    3-W023-W01

    2-W02

    1-D011-D02

    T.O. BULKHEAD+55' - 10 3/4" (NAVD +81.58')

    FFL MECHANICAL ROOMS+44' - 3" (NAVD +69.93')

    T.O. PARAPET+43' - 1/4" (NAVD +68.74')

    FFL ROOF+40' - 9 1/4" (NAVD +66.46')

    FFL THIRD FLOOR+25' - 1 1/4" (NAVD +50.78')

    FFL SECOND FLOOR+13' - 1 1/4" (NAVD +38.78')

    FFL FIRST FLOOR0' - 0" (NAVD +25.68')

    FFL CELLAR-10' - 11 3/4" (NAVD +14.70')

    GRADE AT REAR YARD-9'-7" (NAVD +16.10')

    GENERAL NOTES:1. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL

    DIMENSIONS, ELEVATIONS, AND CONDITIONS AT THE SITE TOCONFIRM THE WORK IS BUILDABLE WITH THE DESIGN INTENTDESCRIBED BY THE DRAWINGS.

    2. ALL MATERIALS SCHEDULED FOR REMOVAL AND SALVAGE SHALLBE CAREFULLY REMOVED, LABELED, DOCUMENTED AND SHALLBE STORED IN A SECURE LOCATION ON SITE. STORED MATERIALSSHALL BE PROTECTED FROM DAMAGE, THEFT, AND VANDALISM,INCLUDING DAMAGE FROM OTHER TRADES.

    ELEVATIONS - KEYNOTES:REMOVE WINDOWS AND DOORS. EXISTINGMASONRY OPENINGS TO REMAIN.

    REMOVE MASONRY INFILL FROM EXISTINGMASONRY OPENING.

    1

    2

    REMOVE PORTION OF NON BEARING MASONRYWALL. SEE STRUCTURAL DRAWINGS.

    3

    EXCAVATE REAR YARD, REFER TOSTRUCTURAL ENGINEER INFORMATION4

    GARDEN WALL TO REMAIN5

    REMOVE CONCRETE TERRACE, EXCAVATEREAR YARD

    6

    REMOVE MECHANICAL EQUIPMENT7

    REMOVE STEP + LOW WALL SEE ELEVATION8

    EXCAVATE PROPOSED ELEVATOR PIT, REFERTO STRUCTURAL ENGINEER INFORMATION9

    REMOVE GLASS BLOCK FROMEXISTING MASONRY OPENING10

    REMOVE FIRE ESCAPE11

    REMOVE AREA OF WALL12

    REMOVE BULKHEAD13

    ELEVATION LEGEND

    AREA OF WALL TO BE DEMOLISHED

    NEW WINDOW IN EXISTING MASONRY OPENING14

    NEW WINDOW IN NEW MASONRY OPENING15

    NEW BULKHEAD WITH GALVANIZEDCORRUGATED STEEL CLADDING

    16

    ROOFTOP AIR HANDLING UNIT, REFERTO MEP CONSULTANT INFORMATION

    17

    NEW GRADE AT REAR YARD18

    OUTLINE OF ADJACENT BUILDING19

    EXISTING IRON FENCE TO REMAIN20

    NEW SKYLIGHT WITH A MILL FINISH ALUMINUM FRAMECLEAR COAT TO THE EXTERIOR

    22

    GLASS BLOCK TO BE REMOVED23

    PROPOSED CMU BLOCK FILL WITH STUCCO TOMATCH EXISTING24

    7

    13

    13

    1 1

    1 1

    16

    22

    14

    14

    14

    14

    EXISTING BRICK UPSTAND TO BE DEMOLISHED. RETAINEXISTING BRICKS FOR REUSE/REPAIR OF FACADE.25

    2526

    REMOVE STOREFRONT, GARAGE DOOR, EXISTINGWINDOW SILL AND STEP

    26

    26

    FIRE RATED WALL PANEL,SEE SCHEDULE A500.00

    EXISTING STONE COPING TO REMAIN, PATCH ANDREPAIR AS REQUIRED27

    EXISTING EQUIPMENT TO REMAIN28

    REMOVE EXISTING MAILBOX, INTERCOM AND KEY BOX2934

    29

    28

    EXISTING STUCCO TO BE REPLACED WITH NEW STUCCO30

    MECHANICAL SCREEN PER ZR 24-51(F)31

    DUCTWORK, SEE MECHANICAL DRAWINGS32

    32

    AREA TO BE PATCHED

    REPAIR DAMAGED BRICKS USING EXISTING BRICKSREMOVED FROM UPSTAND33

    33 EXISTING SILLS TO REMAIN34

    34

    34

    28

    34

    38

    BUSH HAMMERED FINISH GRANITE SLAB TO MATCHEXISTING GRANITE35

    MIRROR SPANDREL GLASS36

    CELLAR-11' - 7 3/4" (NAVD +14.03')

    FIRST FLOOR+0' - 0" (NAVD +25.68')

    SECOND FLOOR+13' - 1 1/4" (NAVD +38.78')

    THIRD FLOOR+25' - 1-1/4" (NAVD +50.78')

    ROOF+40' - 3 1/4" (NAVD +65.95)

    T.O. PARAPET+43' - 3/4" (NAVD +68.74)

    T.O. ELEVATOR BULKHEAD+53' - 6 1/4" (NAVD +79.21')

    AVE. GRADE-0' - 1/4" (NAVD +25.41')

    28

    36

    28

    37

    NEW LIGHT IN EXISTING LOCATION37

    GRANITE WATER TABLE38

    39

    EXISTING BRICK TO REMAIN; NO CLEANINGOR REPOINTING

    39

    40

    EXISTING COPING TO REMAIN40

    REMOVE MASONRY INFILL AND REPLACEWITH NEW WINDOWS

    41

    7'-7

    "

    8'-7"

    7'-7

    "

    8'-6"

    7'-7

    "

    8'-6"

    7'-7

    "

    8'-6"

    10'-4

    "

    8'-1"

    9'-1

    1"

    13'-0

    "3'

    -4"

    3'-6" 5'-1"

    7'-7

    "

    8'-7"

    7'-7

    "

    8'-6"

    7'-7

    "

    8'-6"

    7'-7

    "

    8'-6"

    10'-4

    "

    8'-1"

    9'-1

    1"

    8'-7"8'-7"

    DRAWING NO:

    TITLE

    225 W 13TH STREETNEW YORK, NY 10011

    KUNSTHALLE

    CHECK BY: EM

    DRAWING BY: SV

    PROJECT #: 1706_225 W 13TH ST

    DATE: 07 / 03 / 2018SEAL AND SIGNATURE

    PROJECT

    ARCHITECT

    ELIZABETH ROBERTSARCHITECTURE & DESIGN

    ISSUE

    NO. DATE DESCRIPTION

    168 7TH STREET 3CBROOKLYN, NY 11215718 504 5488

    OF 19SHEET

    MECHANICAL & STRUCTURAL ENGINEERS

    ARUP77 WATER STREETNEW YORK, NY 10005212-896-3000

    EXPEDITOR

    J CALLAHAN CONSULTING INC.299 BROADWAY, SUITE 1420NEW YORK, NY 10007212-766-2115

    0 04/18/2018 DOB FILING

    13A-200.00

    DEMOLITION +CONSTRUCTIONSOUTH ELEVATION

    FRONT ELEV.EXISTING & PROPOSED

    6

  • - STOREFRONT -

  • ELIZABETH ROBERTS ARCHITECTURE & DESIGN, PC | 168 7TH ST #3C BROOKLYN, NY 11215

    225 West 13th St. 225 W 13TH ST. NY, NY 10011LPC - 19 - 20889September 11, 2018388. 225 West 13th Street design development report 37 April 2018

    Existing Street Facade

    EXISTING STOREFRONT

    7

  • ELIZABETH ROBERTS ARCHITECTURE & DESIGN, PC | 168 7TH ST #3C BROOKLYN, NY 11215

    225 West 13th St. 225 W 13TH ST. NY, NY 10011LPC - 19 - 20889September 11, 2018388. 225 West 13th Street design development report 38 April 2018

    Proposed Street Facade

    PROPOSED STOREFRONT

    8

  • ELIZABETH ROBERTS ARCHITECTURE & DESIGN, PC | 168 7TH ST #3C BROOKLYN, NY 11215

    225 West 13th St. 225 W 13TH ST. NY, NY 10011LPC - 19 - 20889September 11, 2018

    EXISTING GOOSENECK PLUMBING VENT TO REMAIN

    EXISTING TO REMAIN

    EXISTING LIGHT TO BE REMOVED AND REPLACED.

    NEW LIGHT FIXTURE

    NEW 2-GANG SIP ACCESS CONTROL INTERCOM

    EXISTING MAILBOX AND INTERCOM TO BE REMOVED. DAMAGED BRICKS TO BE REPLACED WITH EXISTING BRICKS FROM STOREFRONT SILL

    SIP Access Control Intercom Product Family Specification Submittal

    Job Name: Model Numbers: Date: Location: Notes:

    2-Gang SIP Access Control Intercom

    Description

    Weatherized outdoor IP intercom designed and manufactured in the USA. With the highest

    quality two-way audio in the industry, it is perfect for use in schools and universities,

    warehouses, secure locations, parking garages, and retail locations. Using PoE power,

    installation is simple and secure with the included vandal resistant security screws. Quickly

    configure each unit using the included Web interface that can be accessed from any device on

    the local network with an internet browser.

    Features:

    SIP compliant

    PoE 802.3af enabled (Power-over-

    Ethernet)

    Environmental noise suppression

    Full-duplex audio with Acoustic Echo

    Cancellation (AEC)

    Fully configurable via webpages

    Peer-to-peer SIP capable

    Can act as a paging speaker

    On-board driver for door latches

    Mic and speaker volume control

    IP65 weather protection (conformal

    coated internal circuity)

    Security screws included

    PROPOSED STOREFRONT

    9

    1/2" = 1'-0"ENLARGED STOREFRONT PLAN1

    1/2" = 1'-0"ENLARGED STOREFRONT ELEVATION2

    2'-8"

    2"

    5'-112"

    1'-6

    1 2"

    612"

    3'-6"

    2"

    2'-6"

    2"

    4'-1012" 3'-4"

    2"

    2'-512"

    10'-4

    1 2"

    8'-712"

    912"

    1'-1

    1 2"

    1'-6

    "6'

    -11"

    THERMALLY BROKEN STEELWINDOW FRAME PAINTED TO RAL7030 STONE GREY EXTERNALLY

    1-D011-D02

    1-D011-D02

    DOUBLE GLAZING UNIT WITH UVFILTER. REFER TO GLAZINGSPECIFICATION.

    EXISTING BRICK WALL

    EXISTING VENT TO REMAIN

    EXISTING SIDEWALK, NO CHANGE

    2'-10" 8'-3"2'-101

    2" 2'-8"

    25'-212"

    BUSH HAMMERED FINISH STONESLAB TO DOOR REVEALS

    EXISTING GRANITE WATER TABLETO REMAIN, TYP.

    EXISTING OPENING REVEALS REPAIRDAMAGED BRICKS USING EXISTINGBRICKS REMOVED FROM UPSTAND

    BUSH HAMMEREDFINISH GRANITE SLABTO SILL AND SKIRTINGTO MATCH EXISTINGGRANITE

    CONCRETE INFILLTO MATCH NEWCONCRETE SLAB

    INSIDE

    OUTSIDE

    MIRRORED GLASSEXISTING GOOSENECKPLUMBING VENT TO REMAIN

    FFL FIRST FLOOR-0'-1" (NAVD +25.33')

    FFL SECOND FLOOR+12'-10 1/2" (NAVD +38.29') EXISTING LIGHT FIXTURE TO BE

    REMOVED AND REPLACED WITHNEW LIGHT FIXTURE. REPAIRDAMAGED BRICKS USING EXISTINGBRICKS REMOVED FROM UPSTAND

    REPAIR DAMAGED BRICKS USING EXISTINGBRICKS REMOVED FROM UPSTAND

    DRAWING NO:

    TITLE

    225 W 13TH STREETNEW YORK, NY 10011

    KUNSTHALLE

    CHECK BY: EM

    DRAWING BY: SV

    PROJECT #: 1706_225 W 13TH ST

    DATE: 07 / 03 / 2018SEAL AND SIGNATURE

    PROJECT

    ARCHITECT

    ELIZABETH ROBERTSARCHITECTURE & DESIGN

    ISSUE

    NO. DATE DESCRIPTION

    168 7TH STREET 3CBROOKLYN, NY 11215718 504 5488

    OF 19SHEET

    MECHANICAL & STRUCTURAL ENGINEERS

    ARUP77 WATER STREETNEW YORK, NY 10005212-896-3000

    EXPEDITOR

    J CALLAHAN CONSULTING INC.299 BROADWAY, SUITE 1420NEW YORK, NY 10007212-766-2115

    0 04/18/2018 DOB FILING

    NOTES:

    13A-200.00

    ENLARGEDSTOREFRONT PLANAND ELEVATION

  • ELIZABETH ROBERTS ARCHITECTURE & DESIGN, PC | 168 7TH ST #3C BROOKLYN, NY 11215

    225 West 13th St. 225 W 13TH ST. NY, NY 10011LPC - 19 - 20889September 11, 2018

    PROPOSEDSTOREFRONT

    DETAILS10

    PROPOSED STOREFRONT

    DETAILS10

    12

    LINE OF PARTITION WALL BEYOND MIRRORED SPANDREL GLASS

    RENDERING OF MIRRORED SPANDREL GLASSPANEL

    MIRRORED GLASS WILL BE ON # 2 SURFACE

  • ELIZABETH ROBERTS ARCHITECTURE & DESIGN, PC | 168 7TH ST #3C BROOKLYN, NY 11215

    225 West 13th St. 225 W 13TH ST. NY, NY 10011LPC - 19 - 20889September 11, 2018

    PROPOSED STOREFRONT

    DETAILS11

    2 HOUR FIRE RATED PARTITION WALL

  • ELIZABETH ROBERTS ARCHITECTURE & DESIGN, PC | 168 7TH ST #3C BROOKLYN, NY 11215

    225 West 13th St. 225 W 13TH ST. NY, NY 10011LPC - 19 - 20889September 11, 2018

    PROPOSED STOREFRONT

    DETAILS12

  • ELIZABETH ROBERTS ARCHITECTURE & DESIGN, PC | 168 7TH ST #3C BROOKLYN, NY 11215

    225 West 13th St. 225 W 13TH ST. NY, NY 10011LPC - 19 - 20889September 11, 2018

    PROPOSED STOREFRONT

    DETAILS13

  • - SECONDARY FACADES -

  • ELIZABETH ROBERTS ARCHITECTURE & DESIGN, PC | 168 7TH ST #3C BROOKLYN, NY 11215

    225 West 13th St. 225 W 13TH ST. NY, NY 10011LPC - 19 - 20889September 11, 2018

    3/16" = 1'-0"DEMOLITION NORTH ELEVATION1 3/16" = 1'-0"

    CONSTRUCTION NORTH ELEVATION2

    11'-2

    "

    8'-4"

    3-W07 3-W06 3-W05 3-W04

    2-W07 2-W05 2-W04

    1-W01

    B-W03 B-W01B-W02

    2-W06

    11

    2 121

    11 22

    7

    13

    13

    17

    16

    1414 4141

    14 36 36 14

    3

    15

    15 1515

    18

    FLOOR AREAOFEXT.WALL

    ALLOWABLE AREA FOR 5'-0" < 10'-0",UNPROTECTED SPRINKLERED = 25 %AS PER NYC BC 2014 TABLE 602, 705.8

    3

    2

    1

    C

    354 SF

    299 SF

    319 SF

    208 SF

    PROPOSEDSF OFOPENING

    89 SF

    75 SF

    80 SF

    52 SF 46.5 SF

    47 SF

    52 SF

    77.5 SF

    30 30

    NOTES:1. NORTH FACADE IS 1 HR FIRE RATED WALL PER

    NYC BC 2014 TABLE 602, 705.82. NORTH FACADE IS NON LOAD-BEARING MASONRY

    31

    32

    23.25 SF23.25 SF

    23.5 SF23.5 SF

    26 SF26 SF

    25.5 SF 26 SF 26 SF

    CELLAR-11' - 7 3/4" (NAVD +14.03')

    FIRST FLOOR+0' - 0" (NAVD +25.68')

    SECOND FLOOR+13' - 1 1/4" (NAVD +38.78')

    THIRD FLOOR+25' - 1-1/4" (NAVD +50.78')

    ROOF+40' - 3 1/4" (NAVD +65.95)

    T.O. PARAPET+43' - 3/4" (NAVD +68.74)

    T.O. ELEVATOR BULKHEAD+53' - 6 1/4" (NAVD +79.21')

    AVE. GRADE-0' - 1/4" (NAVD +25.41')

    T.O. BULKHEAD+55' - 10 3/4" (NAVD +81.58')

    FFL MECHANICAL ROOMS+44' - 3" (NAVD +69.93')

    T.O. PARAPET+43' - 1/4" (NAVD +68.74')

    FFL ROOF+40' - 9 1/4" (NAVD +66.46')

    FFL THIRD FLOOR+25' - 1 1/4" (NAVD +50.78')

    FFL SECOND FLOOR+13' - 1 1/4" (NAVD +38.78')

    FFL FIRST FLOOR0' - 0" (NAVD +25.68')

    FFL CELLAR-10' - 11 3/4" (NAVD +14.70')

    GRADE AT REAR YARD-9'-7" (NAVD +16.10')

    20'-6"

    ALIGN ALIGN

    ALIGN ALIGN

    ALIGN

    ALIGN

    7'-6

    "

    7'-6

    "

    3'-5" 2'-8"

    7'-6

    "

    3'-5"2'-11"

    7'-6

    "

    5'-6"

    6'-3

    "

    5'-6"

    6'-3

    "

    5'-6"

    6'-3

    "

    12'-9

    "

    8'-3

    "

    15'-4"1'-0"

    7'-6

    "

    3'-5"

    7'-5

    "

    3'-6"

    7'-9

    "

    3'-5"3'-6"

    7'-6

    "

    10'-5

    "

    11'-1

    "

    23'-0"

    7'-6

    "

    6'-7

    "

    3'-5" 2'-8"

    6'-7

    "

    3'-5"2'-11"

    7'-6

    "

    7'-6

    "

    3'-5"

    7'-5

    "

    3'-6"

    7'-9

    "

    3'-6"3'-6"

    7'-6

    "

    11"

    11"

    GENERAL NOTES:1. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL

    DIMENSIONS, ELEVATIONS, AND CONDITIONS AT THE SITE TOCONFIRM THE WORK IS BUILDABLE WITH THE DESIGN INTENTDESCRIBED BY THE DRAWINGS.

    2. ALL MATERIALS SCHEDULED FOR REMOVAL AND SALVAGE SHALLBE CAREFULLY REMOVED, LABELED, DOCUMENTED AND SHALLBE STORED IN A SECURE LOCATION ON SITE. STORED MATERIALSSHALL BE PROTECTED FROM DAMAGE, THEFT, AND VANDALISM,INCLUDING DAMAGE FROM OTHER TRADES.

    ELEVATIONS - KEYNOTES:REMOVE WINDOWS AND DOORS. EXISTINGMASONRY OPENINGS TO REMAIN.

    REMOVE MASONRY INFILL FROM EXISTINGMASONRY OPENING.

    1

    2

    REMOVE PORTION OF NON BEARING MASONRYWALL. SEE STRUCTURAL DRAWINGS.

    3

    EXCAVATE REAR YARD, REFER TOSTRUCTURAL ENGINEER INFORMATION4

    GARDEN WALL TO REMAIN5

    REMOVE CONCRETE TERRACE, EXCAVATEREAR YARD

    6

    REMOVE MECHANICAL EQUIPMENT7

    REMOVE STEP + LOW WALL SEE ELEVATION8

    EXCAVATE PROPOSED ELEVATOR PIT, REFERTO STRUCTURAL ENGINEER INFORMATION9

    REMOVE GLASS BLOCK FROMEXISTING MASONRY OPENING10

    REMOVE FIRE ESCAPE11

    REMOVE AREA OF WALL12

    REMOVE BULKHEAD13

    ELEVATION LEGEND

    AREA OF WALL TO BE DEMOLISHED

    NEW WINDOW IN EXISTING MASONRY OPENING14

    NEW WINDOW IN NEW MASONRY OPENING15

    NEW BULKHEAD WITH GALVANIZEDCORRUGATED STEEL CLADDING

    16

    ROOFTOP AIR HANDLING UNIT, REFERTO MEP CONSULTANT INFORMATION

    17

    NEW GRADE AT REAR YARD18

    OUTLINE OF ADJACENT BUILDING19

    EXISTING IRON FENCE TO REMAIN20

    NEW SKYLIGHT WITH A MILL FINISH ALUMINUM FRAMECLEAR COAT TO THE EXTERIOR

    22

    GLASS BLOCK TO BE REMOVED23

    PROPOSED CMU BLOCK FILL WITH STUCCO TOMATCH EXISTING24

    EXISTING BRICK UPSTAND TO BE DEMOLISHED. RETAINEXISTING BRICKS FOR REUSE/REPAIR OF FACADE.25

    REMOVE STOREFRONT, GARAGE DOOR, EXISTINGWINDOW SILL AND STEP

    26

    FIRE RATED WALL PANEL,SEE SCHEDULE A500.00

    EXISTING STONE COPING TO REMAIN, PATCH ANDREPAIR AS REQUIRED27

    EXISTING EQUIPMENT TO REMAIN28

    REMOVE EXISTING MAILBOX, INTERCOM AND KEY BOX29

    EXISTING STUCCO TO BE REPLACED WITH NEW STUCCO30

    MECHANICAL SCREEN PER ZR 24-51(F)31

    DUCTWORK, SEE MECHANICAL DRAWINGS32

    AREA TO BE PATCHED

    REPAIR DAMAGED BRICKS USING EXISTING BRICKSREMOVED FROM UPSTAND33

    EXISTING SILLS TO REMAIN34

    BUSH HAMMERED FINISH GRANITE SLAB TO MATCHEXISTING GRANITE35

    MIRROR SPANDREL GLASS36

    NEW LIGHT IN EXISTING LOCATION37

    GRANITE WATER TABLE38

    EXISTING BRICK TO REMAIN; NO CLEANINGOR REPOINTING

    39

    EXISTING COPING TO REMAIN40

    REMOVE MASONRY INFILL AND REPLACEWITH NEW WINDOWS

    41

    DRAWING NO:

    TITLE

    225 W 13TH STREETNEW YORK, NY 10011

    KUNSTHALLE

    CHECK BY: EM

    DRAWING BY: SV

    PROJECT #: 1706_225 W 13TH ST

    DATE: 07 / 03 / 2018SEAL AND SIGNATURE

    PROJECT

    ARCHITECT

    ELIZABETH ROBERTSARCHITECTURE & DESIGN

    ISSUE

    NO. DATE DESCRIPTION

    168 7TH STREET 3CBROOKLYN, NY 11215718 504 5488

    OF 19SHEET

    MECHANICAL & STRUCTURAL ENGINEERS

    ARUP77 WATER STREETNEW YORK, NY 10005212-896-3000

    EXPEDITOR

    J CALLAHAN CONSULTING INC.299 BROADWAY, SUITE 1420NEW YORK, NY 10007212-766-2115

    0 04/18/2018 DOB FILING

    16A-203.00

    DEMOLITION +CONSTRUCTIONNORTH ELEVATION

    3/16" = 1'-0"DEMOLITION NORTH ELEVATION1 3/16" = 1'-0"

    CONSTRUCTION NORTH ELEVATION2

    11'-2

    "

    8'-4"

    3-W07 3-W06 3-W05 3-W04

    2-W07 2-W05 2-W04

    1-W01

    B-W03 B-W01B-W02

    2-W06

    11

    2 121

    11 22

    7

    13

    13

    17

    16

    1414 4141

    14 36 36 14

    3

    15

    15 1515

    18

    FLOOR AREAOFEXT.WALL

    ALLOWABLE AREA FOR 5'-0" < 10'-0",UNPROTECTED SPRINKLERED = 25 %AS PER NYC BC 2014 TABLE 602, 705.8

    3

    2

    1

    C

    354 SF

    299 SF

    319 SF

    208 SF

    PROPOSEDSF OFOPENING

    89 SF

    75 SF

    80 SF

    52 SF 46.5 SF

    47 SF

    52 SF

    77.5 SF

    30 30

    NOTES:1. NORTH FACADE IS 1 HR FIRE RATED WALL PER

    NYC BC 2014 TABLE 602, 705.82. NORTH FACADE IS NON LOAD-BEARING MASONRY

    31

    32

    23.25 SF23.25 SF

    23.5 SF23.5 SF

    26 SF26 SF

    25.5 SF 26 SF 26 SF

    CELLAR-11' - 7 3/4" (NAVD +14.03')

    FIRST FLOOR+0' - 0" (NAVD +25.68')

    SECOND FLOOR+13' - 1 1/4" (NAVD +38.78')

    THIRD FLOOR+25' - 1-1/4" (NAVD +50.78')

    ROOF+40' - 3 1/4" (NAVD +65.95)

    T.O. PARAPET+43' - 3/4" (NAVD +68.74)

    T.O. ELEVATOR BULKHEAD+53' - 6 1/4" (NAVD +79.21')

    AVE. GRADE-0' - 1/4" (NAVD +25.41')

    T.O. BULKHEAD+55' - 10 3/4" (NAVD +81.58')

    FFL MECHANICAL ROOMS+44' - 3" (NAVD +69.93')

    T.O. PARAPET+43' - 1/4" (NAVD +68.74')

    FFL ROOF+40' - 9 1/4" (NAVD +66.46')

    FFL THIRD FLOOR+25' - 1 1/4" (NAVD +50.78')

    FFL SECOND FLOOR+13' - 1 1/4" (NAVD +38.78')

    FFL FIRST FLOOR0' - 0" (NAVD +25.68')

    FFL CELLAR-10' - 11 3/4" (NAVD +14.70')

    GRADE AT REAR YARD-9'-7" (NAVD +16.10')

    20'-6"

    ALIGN ALIGN

    ALIGN ALIGN

    ALIGN

    ALIGN

    7'-6

    "

    7'-6

    "

    3'-5" 2'-8"

    7'-6

    "

    3'-5"2'-11"

    7'-6

    "

    5'-6"

    6'-3

    "

    5'-6"

    6'-3

    "

    5'-6"

    6'-3

    "

    12'-9

    "

    8'-3

    "

    15'-4"1'-0"

    7'-6

    "

    3'-5"

    7'-5

    "

    3'-6"

    7'-9

    "

    3'-5"3'-6"

    7'-6

    "

    10'-5

    "

    11'-1

    "23'-0"

    7'-6

    "

    6'-7

    "

    3'-5" 2'-8"

    6'-7

    "

    3'-5"2'-11"

    7'-6

    "

    7'-6

    "

    3'-5"

    7'-5

    "

    3'-6"

    7'-9

    "

    3'-6"3'-6"

    7'-6

    "

    11"

    11"

    GENERAL NOTES:1. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL

    DIMENSIONS, ELEVATIONS, AND CONDITIONS AT THE SITE TOCONFIRM THE WORK IS BUILDABLE WITH THE DESIGN INTENTDESCRIBED BY THE DRAWINGS.

    2. ALL MATERIALS SCHEDULED FOR REMOVAL AND SALVAGE SHALLBE CAREFULLY REMOVED, LABELED, DOCUMENTED AND SHALLBE STORED IN A SECURE LOCATION ON SITE. STORED MATERIALSSHALL BE PROTECTED FROM DAMAGE, THEFT, AND VANDALISM,INCLUDING DAMAGE FROM OTHER TRADES.

    ELEVATIONS - KEYNOTES:REMOVE WINDOWS AND DOORS. EXISTINGMASONRY OPENINGS TO REMAIN.

    REMOVE MASONRY INFILL FROM EXISTINGMASONRY OPENING.

    1

    2

    REMOVE PORTION OF NON BEARING MASONRYWALL. SEE STRUCTURAL DRAWINGS.

    3

    EXCAVATE REAR YARD, REFER TOSTRUCTURAL ENGINEER INFORMATION4

    GARDEN WALL TO REMAIN5

    REMOVE CONCRETE TERRACE, EXCAVATEREAR YARD

    6

    REMOVE MECHANICAL EQUIPMENT7

    REMOVE STEP + LOW WALL SEE ELEVATION8

    EXCAVATE PROPOSED ELEVATOR PIT, REFERTO STRUCTURAL ENGINEER INFORMATION9

    REMOVE GLASS BLOCK FROMEXISTING MASONRY OPENING10

    REMOVE FIRE ESCAPE11

    REMOVE AREA OF WALL12

    REMOVE BULKHEAD13

    ELEVATION LEGEND

    AREA OF WALL TO BE DEMOLISHED

    NEW WINDOW IN EXISTING MASONRY OPENING14

    NEW WINDOW IN NEW MASONRY OPENING15

    NEW BULKHEAD WITH GALVANIZEDCORRUGATED STEEL CLADDING

    16

    ROOFTOP AIR HANDLING UNIT, REFERTO MEP CONSULTANT INFORMATION

    17

    NEW GRADE AT REAR YARD18

    OUTLINE OF ADJACENT BUILDING19

    EXISTING IRON FENCE TO REMAIN20

    NEW SKYLIGHT WITH A MILL FINISH ALUMINUM FRAMECLEAR COAT TO THE EXTERIOR

    22

    GLASS BLOCK TO BE REMOVED23

    PROPOSED CMU BLOCK FILL WITH STUCCO TOMATCH EXISTING24

    EXISTING BRICK UPSTAND TO BE DEMOLISHED. RETAINEXISTING BRICKS FOR REUSE/REPAIR OF FACADE.25

    REMOVE STOREFRONT, GARAGE DOOR, EXISTINGWINDOW SILL AND STEP

    26

    FIRE RATED WALL PANEL,SEE SCHEDULE A500.00

    EXISTING STONE COPING TO REMAIN, PATCH ANDREPAIR AS REQUIRED27

    EXISTING EQUIPMENT TO REMAIN28

    REMOVE EXISTING MAILBOX, INTERCOM AND KEY BOX29

    EXISTING STUCCO TO BE REPLACED WITH NEW STUCCO30

    MECHANICAL SCREEN PER ZR 24-51(F)31

    DUCTWORK, SEE MECHANICAL DRAWINGS32

    AREA TO BE PATCHED

    REPAIR DAMAGED BRICKS USING EXISTING BRICKSREMOVED FROM UPSTAND33

    EXISTING SILLS TO REMAIN34

    BUSH HAMMERED FINISH GRANITE SLAB TO MATCHEXISTING GRANITE35

    MIRROR SPANDREL GLASS36

    NEW LIGHT IN EXISTING LOCATION37

    GRANITE WATER TABLE38

    EXISTING BRICK TO REMAIN; NO CLEANINGOR REPOINTING

    39

    EXISTING COPING TO REMAIN40

    REMOVE MASONRY INFILL AND REPLACEWITH NEW WINDOWS

    41

    DRAWING NO:

    TITLE

    225 W 13TH STREETNEW YORK, NY 10011

    KUNSTHALLE

    CHECK BY: EM

    DRAWING BY: SV

    PROJECT #: 1706_225 W 13TH ST

    DATE: 07 / 03 / 2018SEAL AND SIGNATURE

    PROJECT

    ARCHITECT

    ELIZABETH ROBERTSARCHITECTURE & DESIGN

    ISSUE

    NO. DATE DESCRIPTION

    168 7TH STREET 3CBROOKLYN, NY 11215718 504 5488

    OF 19SHEET

    MECHANICAL & STRUCTURAL ENGINEERS

    ARUP77 WATER STREETNEW YORK, NY 10005212-896-3000

    EXPEDITOR

    J CALLAHAN CONSULTING INC.299 BROADWAY, SUITE 1420NEW YORK, NY 10007212-766-2115

    0 04/18/2018 DOB FILING

    16A-203.00

    DEMOLITION +CONSTRUCTIONNORTH ELEVATION

    3/16" = 1'-0"DEMOLITION NORTH ELEVATION1 3/16" = 1'-0"

    CONSTRUCTION NORTH ELEVATION2

    11'-2

    "

    8'-4"

    3-W07 3-W06 3-W05 3-W04

    2-W07 2-W05 2-W04

    1-W01

    B-W03 B-W01B-W02

    2-W06

    11

    2 121

    11 22

    7

    13

    13

    17

    16

    1414 4141

    14 36 36 14

    3

    15

    15 1515

    18

    FLOOR AREAOFEXT.WALL

    ALLOWABLE AREA FOR 5'-0" < 10'-0",UNPROTECTED SPRINKLERED = 25 %AS PER NYC BC 2014 TABLE 602, 705.8

    3

    2

    1

    C

    354 SF

    299 SF

    319 SF

    208 SF

    PROPOSEDSF OFOPENING

    89 SF

    75 SF

    80 SF

    52 SF 46.5 SF

    47 SF

    52 SF

    77.5 SF

    30 30

    NOTES:1. NORTH FACADE IS 1 HR FIRE RATED WALL PER

    NYC BC 2014 TABLE 602, 705.82. NORTH FACADE IS NON LOAD-BEARING MASONRY

    31

    32

    23.25 SF23.25 SF

    23.5 SF23.5 SF

    26 SF26 SF

    25.5 SF 26 SF 26 SF

    CELLAR-11' - 7 3/4" (NAVD +14.03')

    FIRST FLOOR+0' - 0" (NAVD +25.68')

    SECOND FLOOR+13' - 1 1/4" (NAVD +38.78')

    THIRD FLOOR+25' - 1-1/4" (NAVD +50.78')

    ROOF+40' - 3 1/4" (NAVD +65.95)

    T.O. PARAPET+43' - 3/4" (NAVD +68.74)

    T.O. ELEVATOR BULKHEAD+53' - 6 1/4" (NAVD +79.21')

    AVE. GRADE-0' - 1/4" (NAVD +25.41')

    T.O. BULKHEAD+55' - 10 3/4" (NAVD +81.58')

    FFL MECHANICAL ROOMS+44' - 3" (NAVD +69.93')

    T.O. PARAPET+43' - 1/4" (NAVD +68.74')

    FFL ROOF+40' - 9 1/4" (NAVD +66.46')

    FFL THIRD FLOOR+25' - 1 1/4" (NAVD +50.78')

    FFL SECOND FLOOR+13' - 1 1/4" (NAVD +38.78')

    FFL FIRST FLOOR0' - 0" (NAVD +25.68')

    FFL CELLAR-10' - 11 3/4" (NAVD +14.70')

    GRADE AT REAR YARD-9'-7" (NAVD +16.10')

    20'-6"

    ALIGN ALIGN

    ALIGN ALIGN

    ALIGN

    ALIGN

    7'-6

    "

    7'-6

    "

    3'-5" 2'-8"

    7'-6

    "

    3'-5"2'-11"

    7'-6

    "

    5'-6"

    6'-3

    "

    5'-6"

    6'-3

    "

    5'-6"

    6'-3

    "

    12'-9

    "

    8'-3

    "

    15'-4"1'-0"

    7'-6

    "

    3'-5"

    7'-5

    "

    3'-6"

    7'-9

    "

    3'-5"3'-6"

    7'-6

    "

    10'-5

    "

    11'-1

    "

    23'-0"

    7'-6

    "

    6'-7

    "

    3'-5" 2'-8"

    6'-7

    "

    3'-5"2'-11"

    7'-6

    "

    7'-6

    "

    3'-5"

    7'-5

    "

    3'-6"

    7'-9

    "

    3'-6"3'-6"

    7'-6

    "

    11"

    11"

    GENERAL NOTES:1. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL

    DIMENSIONS, ELEVATIONS, AND CONDITIONS AT THE SITE TOCONFIRM THE WORK IS BUILDABLE WITH THE DESIGN INTENTDESCRIBED BY THE DRAWINGS.

    2. ALL MATERIALS SCHEDULED FOR REMOVAL AND SALVAGE SHALLBE CAREFULLY REMOVED, LABELED, DOCUMENTED AND SHALLBE STORED IN A SECURE LOCATION ON SITE. STORED MATERIALSSHALL BE PROTECTED FROM DAMAGE, THEFT, AND VANDALISM,INCLUDING DAMAGE FROM OTHER TRADES.

    ELEVATIONS - KEYNOTES:REMOVE WINDOWS AND DOORS. EXISTINGMASONRY OPENINGS TO REMAIN.

    REMOVE MASONRY INFILL FROM EXISTINGMASONRY OPENING.

    1

    2

    REMOVE PORTION OF NON BEARING MASONRYWALL. SEE STRUCTURAL DRAWINGS.

    3

    EXCAVATE REAR YARD, REFER TOSTRUCTURAL ENGINEER INFORMATION4

    GARDEN WALL TO REMAIN5

    REMOVE CONCRETE TERRACE, EXCAVATEREAR YARD

    6

    REMOVE MECHANICAL EQUIPMENT7

    REMOVE STEP + LOW WALL SEE ELEVATION8

    EXCAVATE PROPOSED ELEVATOR PIT, REFERTO STRUCTURAL ENGINEER INFORMATION9

    REMOVE GLASS BLOCK FROMEXISTING MASONRY OPENING10

    REMOVE FIRE ESCAPE11

    REMOVE AREA OF WALL12

    REMOVE BULKHEAD13

    ELEVATION LEGEND

    AREA OF WALL TO BE DEMOLISHED

    NEW WINDOW IN EXISTING MASONRY OPENING14

    NEW WINDOW IN NEW MASONRY OPENING15

    NEW BULKHEAD WITH GALVANIZEDCORRUGATED STEEL CLADDING

    16

    ROOFTOP AIR HANDLING UNIT, REFERTO MEP CONSULTANT INFORMATION

    17

    NEW GRADE AT REAR YARD18

    OUTLINE OF ADJACENT BUILDING19

    EXISTING IRON FENCE TO REMAIN20

    NEW SKYLIGHT WITH A MILL FINISH ALUMINUM FRAMECLEAR COAT TO THE EXTERIOR

    22

    GLASS BLOCK TO BE REMOVED23

    PROPOSED CMU BLOCK FILL WITH STUCCO TOMATCH EXISTING24

    EXISTING BRICK UPSTAND TO BE DEMOLISHED. RETAINEXISTING BRICKS FOR REUSE/REPAIR OF FACADE.25

    REMOVE STOREFRONT, GARAGE DOOR, EXISTINGWINDOW SILL AND STEP

    26

    FIRE RATED WALL PANEL,SEE SCHEDULE A500.00

    EXISTING STONE COPING TO REMAIN, PATCH ANDREPAIR AS REQUIRED27

    EXISTING EQUIPMENT TO REMAIN28

    REMOVE EXISTING MAILBOX, INTERCOM AND KEY BOX29

    EXISTING STUCCO TO BE REPLACED WITH NEW STUCCO30

    MECHANICAL SCREEN PER ZR 24-51(F)31

    DUCTWORK, SEE MECHANICAL DRAWINGS32

    AREA TO BE PATCHED

    REPAIR DAMAGED BRICKS USING EXISTING BRICKSREMOVED FROM UPSTAND33

    EXISTING SILLS TO REMAIN34

    BUSH HAMMERED FINISH GRANITE SLAB TO MATCHEXISTING GRANITE35

    MIRROR SPANDREL GLASS36

    NEW LIGHT IN EXISTING LOCATION37

    GRANITE WATER TABLE38

    EXISTING BRICK TO REMAIN; NO CLEANINGOR REPOINTING

    39

    EXISTING COPING TO REMAIN40

    REMOVE MASONRY INFILL AND REPLACEWITH NEW WINDOWS

    41

    DRAWING NO:

    TITLE

    225 W 13TH STREETNEW YORK, NY 10011

    KUNSTHALLE

    CHECK BY: EM

    DRAWING BY: SV

    PROJECT #: 1706_225 W 13TH ST

    DATE: 07 / 03 / 2018SEAL AND SIGNATURE

    PROJECT

    ARCHITECT

    ELIZABETH ROBERTSARCHITECTURE & DESIGN

    ISSUE

    NO. DATE DESCRIPTION

    168 7TH STREET 3CBROOKLYN, NY 11215718 504 5488

    OF 19SHEET

    MECHANICAL & STRUCTURAL ENGINEERS

    ARUP77 WATER STREETNEW YORK, NY 10005212-896-3000

    EXPEDITOR

    J CALLAHAN CONSULTING INC.299 BROADWAY, SUITE 1420NEW YORK, NY 10007212-766-2115

    0 04/18/2018 DOB FILING

    16A-203.00

    DEMOLITION +CONSTRUCTIONNORTH ELEVATION

    EXISTING NORTH ELEVATIONWINDOWS TO BE REPLACED ON NORTH ELEVATION

    PROPOSED NORTH ELEVATION

    OPEN SPACE

    IMPERVIOUS GROUND LEVEL

    BUILDING FOOTPRINT

    KEY

    OPEN SPACE

    IMPERVIOUS GROUND LEVEL

    BUILDING FOOTPRINT

    KEY

    KEY PLAN

    WEST 13TH ST.

    WEST 14TH ST.

    NORTH ELEV.EXIST. &

    PROPOSED14

    2-W01

    3/16" = 1'-0"DEMOLITION SOUTH ELEVATION1 3/16" = 1'-0"

    CONSTRUCTION SOUTH ELEVATION2

    3'-6" 5'-1"

    3-W023-W01

    2-W02

    1-D011-D02

    T.O. BULKHEAD+55' - 10 3/4" (NAVD +81.58')

    FFL MECHANICAL ROOMS+44' - 3" (NAVD +69.93')

    T.O. PARAPET+43' - 1/4" (NAVD +68.74')

    FFL ROOF+40' - 9 1/4" (NAVD +66.46')

    FFL THIRD FLOOR+25' - 1 1/4" (NAVD +50.78')

    FFL SECOND FLOOR+13' - 1 1/4" (NAVD +38.78')

    FFL FIRST FLOOR0' - 0" (NAVD +25.68')

    FFL CELLAR-10' - 11 3/4" (NAVD +14.70')

    GRADE AT REAR YARD-9'-7" (NAVD +16.10')

    GENERAL NOTES:1. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL

    DIMENSIONS, ELEVATIONS, AND CONDITIONS AT THE SITE TOCONFIRM THE WORK IS BUILDABLE WITH THE DESIGN INTENTDESCRIBED BY THE DRAWINGS.

    2. ALL MATERIALS SCHEDULED FOR REMOVAL AND SALVAGE SHALLBE CAREFULLY REMOVED, LABELED, DOCUMENTED AND SHALLBE STORED IN A SECURE LOCATION ON SITE. STORED MATERIALSSHALL BE PROTECTED FROM DAMAGE, THEFT, AND VANDALISM,INCLUDING DAMAGE FROM OTHER TRADES.

    ELEVATIONS - KEYNOTES:REMOVE WINDOWS AND DOORS. EXISTINGMASONRY OPENINGS TO REMAIN.

    REMOVE MASONRY INFILL FROM EXISTINGMASONRY OPENING.

    1

    2

    REMOVE PORTION OF NON BEARING MASONRYWALL. SEE STRUCTURAL DRAWINGS.

    3

    EXCAVATE REAR YARD, REFER TOSTRUCTURAL ENGINEER INFORMATION4

    GARDEN WALL TO REMAIN5

    REMOVE CONCRETE TERRACE, EXCAVATEREAR YARD

    6

    REMOVE MECHANICAL EQUIPMENT7

    REMOVE STEP + LOW WALL SEE ELEVATION8

    EXCAVATE PROPOSED ELEVATOR PIT, REFERTO STRUCTURAL ENGINEER INFORMATION9

    REMOVE GLASS BLOCK FROMEXISTING MASONRY OPENING10

    REMOVE FIRE ESCAPE11

    REMOVE AREA OF WALL12

    REMOVE BULKHEAD13

    ELEVATION LEGEND

    AREA OF WALL TO BE DEMOLISHED

    NEW WINDOW IN EXISTING MASONRY OPENING14

    NEW WINDOW IN NEW MASONRY OPENING15

    NEW BULKHEAD WITH GALVANIZEDCORRUGATED STEEL CLADDING

    16

    ROOFTOP AIR HANDLING UNIT, REFERTO MEP CONSULTANT INFORMATION

    17

    NEW GRADE AT REAR YARD18

    OUTLINE OF ADJACENT BUILDING19

    EXISTING IRON FENCE TO REMAIN20

    NEW SKYLIGHT WITH A MILL FINISH ALUMINUM FRAMECLEAR COAT TO THE EXTERIOR

    22

    GLASS BLOCK TO BE REMOVED23

    PROPOSED CMU BLOCK FILL WITH STUCCO TOMATCH EXISTING24

    7

    13

    13

    1 1

    1 1

    16

    22

    14

    14

    14

    14

    EXISTING BRICK UPSTAND TO BE DEMOLISHED. RETAINEXISTING BRICKS FOR REUSE/REPAIR OF FACADE.25

    2526

    REMOVE STOREFRONT, GARAGE DOOR, EXISTINGWINDOW SILL AND STEP

    26

    26

    FIRE RATED WALL PANEL,SEE SCHEDULE A500.00

    EXISTING STONE COPING TO REMAIN, PATCH ANDREPAIR AS REQUIRED27

    EXISTING EQUIPMENT TO REMAIN28

    REMOVE EXISTING MAILBOX, INTERCOM AND KEY BOX2934

    29

    28

    EXISTING STUCCO TO BE REPLACED WITH NEW STUCCO30

    MECHANICAL SCREEN PER ZR 24-51(F)31

    DUCTWORK, SEE MECHANICAL DRAWINGS32

    32

    AREA TO BE PATCHED

    REPAIR DAMAGED BRICKS USING EXISTING BRICKSREMOVED FROM UPSTAND33

    33 EXISTING SILLS TO REMAIN34

    34

    34

    28

    34

    38

    BUSH HAMMERED FINISH GRANITE SLAB TO MATCHEXISTING GRANITE35

    MIRROR SPANDREL GLASS36

    CELLAR-11' - 7 3/4" (NAVD +14.03')

    FIRST FLOOR+0' - 0" (NAVD +25.68')

    SECOND FLOOR+13' - 1 1/4" (NAVD +38.78')

    THIRD FLOOR+25' - 1-1/4" (NAVD +50.78')

    ROOF+40' - 3 1/4" (NAVD +65.95)

    T.O. PARAPET+43' - 3/4" (NAVD +68.74)

    T.O. ELEVATOR BULKHEAD+53' - 6 1/4" (NAVD +79.21')

    AVE. GRADE-0' - 1/4" (NAVD +25.41')

    28

    36

    28

    37

    NEW LIGHT IN EXISTING LOCATION37

    GRANITE WATER TABLE38

    39

    EXISTING BRICK TO REMAIN; NO CLEANINGOR REPOINTING

    39

    40

    EXISTING COPING TO REMAIN40

    REMOVE MASONRY INFILL AND REPLACEWITH NEW WINDOWS

    41

    7'-7

    "

    8'-7"

    7'-7

    "

    8'-6"

    7'-7

    "

    8'-6"

    7'-7

    "

    8'-6"

    10'-4

    "

    8'-1"

    9'-1

    1"

    13'-0

    "3'

    -4"

    3'-6" 5'-1"

    7'-7

    "

    8'-7"

    7'-7

    "

    8'-6"

    7'-7

    "

    8'-6"

    7'-7

    "

    8'-6"

    10'-4

    "

    8'-1"

    9'-1

    1"

    8'-7"8'-7"

    DRAWING NO:

    TITLE

    225 W 13TH STREETNEW YORK, NY 10011

    KUNSTHALLE

    CHECK BY: EM

    DRAWING BY: SV

    PROJECT #: 1706_225 W 13TH ST

    DATE: 07 / 03 / 2018SEAL AND SIGNATURE

    PROJECT

    ARCHITECT

    ELIZABETH ROBERTSARCHITECTURE & DESIGN

    ISSUE

    NO. DATE DESCRIPTION

    168 7TH STREET 3CBROOKLYN, NY 11215718 504 5488

    OF 19SHEET

    MECHANICAL & STRUCTURAL ENGINEERS

    ARUP77 WATER STREETNEW YORK, NY 10005212-896-3000

    EXPEDITOR

    J CALLAHAN CONSULTING INC.299 BROADWAY, SUITE 1420NEW YORK, NY 10007212-766-2115

    0 04/18/2018 DOB FILING

    13A-200.00

    DEMOLITION +CONSTRUCTIONSOUTH ELEVATION

    2-W01

    3/16" = 1'-0"DEMOLITION SOUTH ELEVATION1 3/16" = 1'-0"

    CONSTRUCTION SOUTH ELEVATION2

    3'-6" 5'-1"

    3-W023-W01

    2-W02

    1-D011-D02

    T.O. BULKHEAD+55' - 10 3/4" (NAVD +81.58')

    FFL MECHANICAL ROOMS+44' - 3" (NAVD +69.93')

    T.O. PARAPET+43' - 1/4" (NAVD +68.74')

    FFL ROOF+40' - 9 1/4" (NAVD +66.46')

    FFL THIRD FLOOR+25' - 1 1/4" (NAVD +50.78')

    FFL SECOND FLOOR+13' - 1 1/4" (NAVD +38.78')

    FFL FIRST FLOOR0' - 0" (NAVD +25.68')

    FFL CELLAR-10' - 11 3/4" (NAVD +14.70')

    GRADE AT REAR YARD-9'-7" (NAVD +16.10')

    GENERAL NOTES:1. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL

    DIMENSIONS, ELEVATIONS, AND CONDITIONS AT THE SITE TOCONFIRM THE WORK IS BUILDABLE WITH THE DESIGN INTENTDESCRIBED BY THE DRAWINGS.

    2. ALL MATERIALS SCHEDULED FOR REMOVAL AND SALVAGE SHALLBE CAREFULLY REMOVED, LABELED, DOCUMENTED AND SHALLBE STORED IN A SECURE LOCATION ON SITE. STORED MATERIALSSHALL BE PROTECTED FROM DAMAGE, THEFT, AND VANDALISM,INCLUDING DAMAGE FROM OTHER TRADES.

    ELEVATIONS - KEYNOTES:REMOVE WINDOWS AND DOORS. EXISTINGMASONRY OPENINGS TO REMAIN.

    REMOVE MASONRY INFILL FROM EXISTINGMASONRY OPENING.

    1

    2

    REMOVE PORTION OF NON BEARING MASONRYWALL. SEE STRUCTURAL DRAWINGS.

    3

    EXCAVATE REAR YARD, REFER TOSTRUCTURAL ENGINEER INFORMATION4

    GARDEN WALL TO REMAIN5

    REMOVE CONCRETE TERRACE, EXCAVATEREAR YARD

    6

    REMOVE MECHANICAL EQUIPMENT7

    REMOVE STEP + LOW WALL SEE ELEVATION8

    EXCAVATE PROPOSED ELEVATOR PIT, REFERTO STRUCTURAL ENGINEER INFORMATION9

    REMOVE GLASS BLOCK FROMEXISTING MASONRY OPENING10

    REMOVE FIRE ESCAPE11

    REMOVE AREA OF WALL12

    REMOVE BULKHEAD13

    ELEVATION LEGEND

    AREA OF WALL TO BE DEMOLISHED

    NEW WINDOW IN EXISTING MASONRY OPENING14

    NEW WINDOW IN NEW MASONRY OPENING15

    NEW BULKHEAD WITH GALVANIZEDCORRUGATED STEEL CLADDING

    16

    ROOFTOP AIR HANDLING UNIT, REFERTO MEP CONSULTANT INFORMATION

    17

    NEW GRADE AT REAR YARD18

    OUTLINE OF ADJACENT BUILDING19

    EXISTING IRON FENCE TO REMAIN20

    NEW SKYLIGHT WITH A MILL FINISH ALUMINUM FRAMECLEAR COAT TO THE EXTERIOR

    22

    GLASS BLOCK TO BE REMOVED23

    PROPOSED CMU BLOCK FILL WITH STUCCO TOMATCH EXISTING24

    7

    13

    13

    1 1

    1 1

    16

    22

    14

    14

    14

    14

    EXISTING BRICK UPSTAND TO BE DEMOLISHED. RETAINEXISTING BRICKS FOR REUSE/REPAIR OF FACADE.25

    2526

    REMOVE STOREFRONT, GARAGE DOOR, EXISTINGWINDOW SILL AND STEP

    26

    26

    FIRE RATED WALL PANEL,SEE SCHEDULE A500.00

    EXISTING STONE COPING TO REMAIN, PATCH ANDREPAIR AS REQUIRED27

    EXISTING EQUIPMENT TO REMAIN28

    REMOVE EXISTING MAILBOX, INTERCOM AND KEY BOX2934

    29

    28

    EXISTING STUCCO TO BE REPLACED WITH NEW STUCCO30

    MECHANICAL SCREEN PER ZR 24-51(F)31

    DUCTWORK, SEE MECHANICAL DRAWINGS32

    32

    AREA TO BE PATCHED

    REPAIR DAMAGED BRICKS USING EXISTING BRICKSREMOVED FROM UPSTAND33

    33 EXISTING SILLS TO REMAIN34

    34

    34

    28

    34

    38

    BUSH HAMMERED FINISH GRANITE SLAB TO MATCHEXISTING GRANITE35

    MIRROR SPANDREL GLASS36

    CELLAR-11' - 7 3/4" (NAVD +14.03')

    FIRST FLOOR+0' - 0" (NAVD +25.68')

    SECOND FLOOR+13' - 1 1/4" (NAVD +38.78')

    THIRD FLOOR+25' - 1-1/4" (NAVD +50.78')

    ROOF+40' - 3 1/4" (NAVD +65.95)

    T.O. PARAPET+43' - 3/4" (NAVD +68.74)

    T.O. ELEVATOR BULKHEAD+53' - 6 1/4" (NAVD +79.21')

    AVE. GRADE-0' - 1/4" (NAVD +25.41')

    28

    36

    28

    37

    NEW LIGHT IN EXISTING LOCATION37

    GRANITE WATER TABLE38

    39

    EXISTING BRICK TO REMAIN; NO CLEANINGOR REPOINTING

    39

    40

    EXISTING COPING TO REMAIN40

    REMOVE MASONRY INFILL AND REPLACEWITH NEW WINDOWS

    41

    7'-7

    "

    8'-7"

    7'-7

    "

    8'-6"

    7'-7

    "

    8'-6"

    7'-7

    "

    8'-6"

    10'-4

    "

    8'-1"

    9'-1

    1"

    13'-0

    "3'

    -4"

    3'-6" 5'-1"

    7'-7

    "

    8'-7"

    7'-7

    "

    8'-6"

    7'-7

    "

    8'-6"

    7'-7

    "

    8'-6"

    10'-4

    "

    8'-1"

    9'-1

    1"

    8'-7"8'-7"

    DRAWING NO:

    TITLE

    225 W 13TH STREETNEW YORK, NY 10011

    KUNSTHALLE

    CHECK BY: EM

    DRAWING BY: SV

    PROJECT #: 1706_225 W 13TH ST

    DATE: 07 / 03 / 2018SEAL AND SIGNATURE

    PROJECT

    ARCHITECT

    ELIZABETH ROBERTSARCHITECTURE & DESIGN

    ISSUE

    NO. DATE DESCRIPTION

    168 7TH STREET 3CBROOKLYN, NY 11215718 504 5488

    OF 19SHEET

    MECHANICAL & STRUCTURAL ENGINEERS

    ARUP77 WATER STREETNEW YORK, NY 10005212-896-3000

    EXPEDITOR

    J CALLAHAN CONSULTING INC.299 BROADWAY, SUITE 1420NEW YORK, NY 10007212-766-2115

    0 04/18/2018 DOB FILING

    13A-200.00

    DEMOLITION +CONSTRUCTIONSOUTH ELEVATION

  • ELIZABETH ROBERTS ARCHITECTURE & DESIGN, PC | 168 7TH ST #3C BROOKLYN, NY 11215

    225 West 13th St. 225 W 13TH ST. NY, NY 10011LPC - 19 - 20889September 11, 2018

    EXISTING NORTH ELEVATION - VIEW FROM REAR YARD

    EXISTINGNORTH ELEV.

    15

  • ELIZABETH ROBERTS ARCHITECTURE & DESIGN, PC | 168 7TH ST #3C BROOKLYN, NY 11215

    225 West 13th St. 225 W 13TH ST. NY, NY 10011LPC - 19 - 20889September 11, 2018

    EXISTING SECTION OF REAR YARD LOOKING NORTH PROPOSED SECTION OF REAR YARD LOOKING NORTH

    EXISTING SLAB TO BE DEMOLISHED

    NEIGHBORING BUILDING: 227 W13TH ST.

    NEIGHBORING BUILDING: 227 W13TH ST.

    NEIGHBORING TERRACE: 218 W14TH ST.

    NEIGHBORING TERRACE: 218 W14TH ST.

    PROPOSEDUNDERPINNING

    PROPOSEDUNDERPINNING

    EXISTING SLAB TO BE DEMOLISHED

    PR

    OP

    ER

    TY L

    INE

    PR

    OP

    ER

    TY L

    INE

    EXISTING EARTH TO BE REMOVED

    EXISTING CELLAR MECHANICAL VAULT

    EXISTING WALL TO BE DEMOLISHED

    PROPOSED GARDEN AT CELLAR LEVEL

    EXIST. & PROPOSEDREAR YARD

    16

  • ELIZABETH ROBERTS ARCHITECTURE & DESIGN, PC | 168 7TH ST #3C BROOKLYN, NY 11215

    225 West 13th St. 225 W 13TH ST. NY, NY 10011LPC - 19 - 20889September 11, 2018

    14'-5"

    5'-8"

    11'-4"

    25'-9"

    7'-4"

    13'-0"

    1'-4"

    7'-0"

    23'-8"11'-4" 12'-4"

    8'-3"

    22'-2"

    7'-0"

    5'-7"

    4'-2"

    8'-4"

    13'-4"

    23'-0"

    7'-4"

    22'-2"

    7'-0"

    21'-1"

    4'-2"

    14'-5"

    5'-8"

    11'-4"

    25'-9"

    7'-4"

    13'-0"

    1'-4"

    7'-0"

    23'-8"11'-4" 12'-4"

    8'-3"

    22'-2"

    7'-0"

    5'-7"

    4'-2"

    8'-4"

    13'-4"

    23'-0"

    7'-4"

    22'-2"

    7'-0"

    21'-1"

    4'-2"

    14'-5"

    5'-8"

    11'-4"

    25'-9"

    7'-4"

    13'-0"

    1'-4"

    7'-0"

    23'-8"11'-4" 12'-4"

    8'-3"

    22'-2"

    7'-0"

    5'-7"

    4'-2"

    8'-4"

    13'-4"

    23'-0"

    7'-4"

    22'-2"

    7'-0"

    21'-1"

    4'-2"

    REAR YARD PLAN AT CELLAR - EXISTING REAR YARD PLAN AT CELLAR - PROPOSED

    REAR YARD PLAN AT FIRST FLOOR- EXISTING REAR YARD PLAN AT FIRST FLOOR- PROPOSED

    SECTION ELEVATION - EXISTING AA EXISTING SECTION BB SECTION ELEVATION - PROPOSED AA PROPOSED SECTION BB

    NEIGHBORING TERRACE: 218 W14TH ST.

    NEIGHBORING TERRACE: 218 W14TH ST.

    PROPOSEDUNDERPINNING

    NEIGHBORING BUILDING: 227 W13TH ST.

    NEIGHBORING BUILDING: 227 W13TH ST.

    NEIGHBORING BUILDING: 227 W13TH ST.

    NEIGHBORING BUILDING: 227 W13TH ST.

    EXISTING CELLAR MECHANICAL VAULT

    EXISTING CELLAR MECHANICAL VAULT

    EXISTING SLAB TO BE DEMOLISHED

    EXISTING EARTH TO BE REMOVED

    EXISTING EARTH TO BE REMOVED

    PROPOSED GARDEN AT CELLAR LEVEL

    PROPOSED GARDEN AT CELLAR LEVEL

    PROPOSEDUNDERPINNING

    EXIST. & PROPOSED

    NORTH ELEV.17

    BBBB

    AA AA

  • ELIZABETH ROBERTS ARCHITECTURE & DESIGN, PC | 168 7TH ST #3C BROOKLYN, NY 11215

    225 West 13th St. 225 W 13TH ST. NY, NY 10011LPC - 19 - 20889September 11, 2018

    WINDOW FRAME COLOR AT STOREFRONT - RAL 7030

    STONE GREY

    EXISTING STUCCO TO BE PATCHED AND REPAIRED,

    COLOR TO MATCH EXISTING

    COLOR & MATERIAL

    SWATCHES18

  • ELIZABETH ROBERTS ARCHITECTURE & DESIGN, PC | 168 7TH ST #3C BROOKLYN, NY 11215

    225 West 13th St. 225 W 13TH ST. NY, NY 10011LPC - 19 - 20889September 11, 2018

    CELLAR DEMO PLAN FIRST FLOOR DEMO PLAN

    SECOND FLOOR DEMO PLAN

    THIRD FLOOR DEMO PLAN

    BULKHEAD DEMO PLAN

    ROOFDEMO PLAN

    3/16" = 1'-0"CELLAR DEMOLITION PLAN1

    10'-4" 11'-10"

    25'-0"

    3/16" = 1'-0"FIRST FLOOR DEMOLITION PLAN2

    24'-4

    "7'

    -31 2

    "

    DEMOLITION LEGEND

    PROPERTY LINE

    EXISTING CONSTRUCTION TO REMAIN

    PARTITION TO BE DEMOLISHED

    AREA OF WALL DEMOLISHED

    AREA OF FLOOR SLAB DEMOLISHED

    DEMOLITION NOTES:1. NO ATTEMPT IS MADE TO MENTION EVERY ITEM OF REMOVAL OR

    ALTERATION WORK REQUIRED. THE GENERAL CONTRACTOR SHALLPERFORM ALL WORK NECESSARY TO COMPLETE THE PROJECT INFULL COMPLIANCE WITH THE CONSTRUCTION DOCUMENTS ANDDESIGN INTENT DESCRIBED IN THE DRAWINGS.

    2. ALL SURFACES DESIGNATED TO REMAIN SHALL BE PROTECTED TOASSURE THAT THEY ARE NOT DAMAGED IN THE REMOVALSPROCESS. ANY ITEMS THAT ARE DAMAGED SHALL BE REPAIRED ATNO ADDITIONAL COST TO THE OWNER. AVOID UNNECESSARYCUTTING AND PATCHING.

    3. DIMENSION INFORMATION IS SHOWN TO FACILITATE THERENOVATION OF THESE FLOORS. ALL REMOVALS MUST BECOORDINATED WITH THE PROPOSED ARCHITECTURAL DRAWINGS.

    4. IF THE GENERAL CONTRACTOR DISCOVERS DISCREPANCIES,OMISSIONS, OR HIDDEN CONDITIONS DIFFERING FROM THEREMOVALS INFORMATION, THE ARCHITECT SHALL BE NOTIFIEDBEFORE THE CONTRACTOR PROCEEDS WITH THE WORK.

    5. ALL DISRUPTIONS OR INTERRUPTIONS IN THE BUILDING ENVELOPEDUE TO REMOVALS SHALL BE ADEQUATELY PROTECTED TOPREVENT WEATHER INFILTRATION.

    6. ALL WORK TO BE DONE IN ACCORDANCE WITH OSHA STANDARDS.

    7. REMOVE ALL FIXTURES, FINISHES.

    8. SEE STRUCTURAL DRAWINGS FOR SHORING, BRACING,SEQUENCING.

    9. REMOVE ALL PLUMBING BACK TO STREET CONNECTION.

    10. REMOVE ALL ELECTRICAL TO UTILITY CONNECTION.

    11. GEOTECH FOR SOE / SEQUENCING AS REQUIRED.

    12. ALL ITEMS DESIGNATED TO REMAIN OR REUSE, BUT LOST ORDAMAGED DURING THE DEMOLITION PHASE OF THIS PROJECT,SHALL BE REPLACED BY ITEMS OF EQUAL OR BETTER QUALITY ANDAPPEARANCE BY THE GENERAL CONTRACTOR AT NO COST TOOWNER OR TENANT. ITEMS MUST BE APPROVED BY ARCHITECTPRIOR TO FABRICATION AND INSTALLATION.

    13. GC TO ENSURE THAT ANY STRUCTURAL ELEMENTS REMOVEDDURING DEMOLITION ARE REPLACED WITH ADEQUATETEMPORARY SHORING.

    14. ALL DIMENSIONS TO BE VERIFIED IN FIELD AND COORDINATEDWITH STRUCTURAL CONSULTANT AND ARCHITECT, TYP.

    DEMOLITION KEYNOTESREMOVE WINDOWS AND DOORS. EXISTINGMASONRY OPENINGS TO REMAIN.

    REMOVE MASONRY INFILL FROM EXISTINGMASONRY OPENING.

    6'-9

    1 2"

    32'-6

    "25

    '-71 2

    "11

    '-4"

    11'-412"

    2'-10" 9'-0"

    15'-912"

    8'-412"

    23'-2"

    14'-612"

    REMOVE PORTION OF NON BEARING MASONRYWALL. SEE STRUCTURAL DRAWINGS.

    EXCAVATE REAR YARD, REFER TOSTRUCTURAL ENGINEER INFORMATION

    GARDEN WALL TO REMAIN

    REMOVE CONCRETE TERRACE

    REMOVE AREA OF FLOOR SLAB. PROVIDESHORING, SEE PARTIAL DEMOLITION PLANS

    REMOVE STEP + LOW WALL SEE ELEVATION

    EXCAVATE PROPOSED ELEVATOR PIT, REFERTO STRUCTURAL ENGINEER INFORMATION

    REMOVE GLASS BLOCK FROMEXISTING MASONRY OPENING

    REMOVE FIRE ESCAPE

    REMOVE AREA OF WALL. PROVIDESHORING, SEE STRUCTURAL DRAWINGS

    25'-0

    1 2"

    6'-1

    112"

    12'-1

    "39

    '-101

    2"14

    '-101

    2"

    103'

    -3"

    25'-0"

    103'

    -3"

    REMOVE BULKHEAD

    REMOVE SKYLIGHT

    REMOVE ALL ROOFING FLASHINGINSULATION AND FINISHES. EXISTING BRICKPARAPET AND STONE CAP TO REMAIN

    REMOVE CHIMNEY PARAPET TO REMAIN

    REMOVE CURTAIN WALL AND RAILING

    TIMBER FLOOR TO BE REMOVED, STOREDAND REINSTALLED

    TIMBER FLOOR TO BE RETAINED

    07

    DRAWING NO:

    TITLE

    225 W 13TH STREETNEW YORK, NY 10011

    KUNSTHALLE

    CHECK BY: EM

    DRAWING BY: SV

    PROJECT #: 1706_225 W 13TH ST

    DATE: 07 / 03 / 2018SEAL AND SIGNATURE

    PROJECT

    ARCHITECT

    ELIZABETH ROBERTSARCHITECTURE & DESIGN

    ISSUE

    NO. DATE DESCRIPTION

    168 7TH STREET 3CBROOKLYN, NY 11215718 504 5488

    OF 19SHEET

    MECHANICAL & STRUCTURAL ENGINEERS

    ARUP77 WATER STREETNEW YORK, NY 10005212-896-3000

    EXPEDITOR

    J CALLAHAN CONSULTING INC.299 BROADWAY, SUITE 1420NEW YORK, NY 10007212-766-2115

    0 04/18/2018 DOB FILING

    DM-100.00

    CELLAR + FIRSTFLOOR DEMOLITIONPLANS

    3/16" = 1'-0"CELLAR DEMOLITION PLAN1

    10'-4" 11'-10"

    25'-0"

    3/16" = 1'-0"FIRST FLOOR DEMOLITION PLAN2

    24'-4

    "7'

    -31 2

    "

    DEMOLITION LEGEND

    PROPERTY LINE

    EXISTING CONSTRUCTION TO REMAIN

    PARTITION TO BE DEMOLISHED

    AREA OF WALL DEMOLISHED

    AREA OF FLOOR SLAB DEMOLISHED

    DEMOLITION NOTES:1. NO ATTEMPT IS MADE TO MENTION EVERY ITEM OF REMOVAL OR

    ALTERATION WORK REQUIRED. THE GENERAL CONTRACTOR SHALLPERFORM ALL WORK NECESSARY TO COMPLETE THE PROJECT INFULL COMPLIANCE WITH THE CONSTRUCTION DOCUMENTS ANDDESIGN INTENT DESCRIBED IN THE DRAWINGS.

    2. ALL SURFACES DESIGNATED TO REMAIN SHALL BE PROTECTED TOASSURE THAT THEY ARE NOT DAMAGED IN THE REMOVALSPROCESS. ANY ITEMS THAT ARE DAMAGED SHALL BE REPAIRED ATNO ADDITIONAL COST TO THE OWNER. AVOID UNNECESSARYCUTTING AND PATCHING.

    3. DIMENSION INFORMATION IS SHOWN TO FACILITATE THERENOVATION OF THESE FLOORS. ALL REMOVALS MUST BECOORDINATED WITH THE PROPOSED ARCHITECTURAL DRAWINGS.

    4. IF THE GENERAL CONTRACTOR DISCOVERS DISCREPANCIES,OMISSIONS, OR HIDDEN CONDITIONS DIFFERING FROM THEREMOVALS INFORMATION, THE ARCHITECT SHALL BE NOTIFIEDBEFORE THE CONTRACTOR PROCEEDS WITH THE WORK.

    5. ALL DISRUPTIONS OR INTERRUPTIONS IN THE BUILDING ENVELOPEDUE TO REMOVALS SHALL BE ADEQUATELY PROTECTED TOPREVENT WEATHER INFILTRATION.

    6. ALL WORK TO BE DONE IN ACCORDANCE WITH OSHA STANDARDS.

    7. REMOVE ALL FIXTURES, FINISHES.

    8. SEE STRUCTURAL DRAWINGS FOR SHORING, BRACING,SEQUENCING.

    9. REMOVE ALL PLUMBING BACK TO STREET CONNECTION.

    10. REMOVE ALL ELECTRICAL TO UTILITY CONNECTION.

    11. GEOTECH FOR SOE / SEQUENCING AS REQUIRED.

    12. ALL ITEMS DESIGNATED TO REMAIN OR REUSE, BUT LOST ORDAMAGED DURING THE DEMOLITION PHASE OF THIS PROJECT,SHALL BE REPLACED BY ITEMS OF EQUAL OR BETTER QUALITY ANDAPPEARANCE BY THE GENERAL CONTRACTOR AT NO COST TOOWNER OR TENANT. ITEMS MUST BE APPROVED BY ARCHITECTPRIOR TO FABRICATION AND INSTALLATION.

    13. GC TO ENSURE THAT ANY STRUCTURAL ELEMENTS REMOVEDDURING DEMOLITION ARE REPLACED WITH ADEQUATETEMPORARY SHORING.

    14. ALL DIMENSIONS TO BE VERIFIED IN FIELD AND COORDINATEDWITH STRUCTURAL CONSULTANT AND ARCHITECT, TYP.

    DEMOLITION KEYNOTESREMOVE WINDOWS AND DOORS. EXISTINGMASONRY OPENINGS TO REMAIN.

    REMOVE MASONRY INFILL FROM EXISTINGMASONRY OPENING.

    6'-9

    1 2"

    32'-6

    "25

    '-71 2

    "11

    '-4"

    11'-412"

    2'-10" 9'-0"

    15'-912"

    8'-412"

    23'-2"

    14'-612"

    REMOVE PORTION OF NON BEARING MASONRYWALL. SEE STRUCTURAL DRAWINGS.

    EXCAVATE REAR YARD, REFER TOSTRUCTURAL ENGINEER INFORMATION

    GARDEN WALL TO REMAIN

    REMOVE CONCRETE TERRACE

    REMOVE AREA OF FLOOR SLAB. PROVIDESHORING, SEE PARTIAL DEMOLITION PLANS

    REMOVE STEP + LOW WALL SEE ELEVATION

    EXCAVATE PROPOSED ELEVATOR PIT, REFERTO STRUCTURAL ENGINEER INFORMATION

    REMOVE GLASS BLOCK FROMEXISTING MASONRY OPENING

    REMOVE FIRE ESCAPE

    REMOVE AREA OF WALL. PROVIDESHORING, SEE STRUCTURAL DRAWINGS

    25'-0

    1 2"

    6'-1

    112"

    12'-1

    "39

    '-101

    2"14

    '-101

    2"

    103'

    -3"

    25'-0"

    103'

    -3"

    REMOVE BULKHEAD

    REMOVE SKYLIGHT

    REMOVE ALL ROOFING FLASHINGINSULATION AND FINISHES. EXISTING BRICKPARAPET AND STONE CAP TO REMAIN

    REMOVE CHIMNEY PARAPET TO REMAIN

    REMOVE CURTAIN WALL AND RAILING

    TIMBER FLOOR TO BE REMOVED, STOREDAND REINSTALLED

    TIMBER FLOOR TO BE RETAINED

    07

    DRAWING NO:

    TITLE

    225 W 13TH STREETNEW YORK, NY 10011

    KUNSTHALLE

    CHECK BY: EM

    DRAWING BY: SV

    PROJECT #: 1706_225 W 13TH ST

    DATE: 07 / 03 / 2018SEAL AND SIGNATURE

    PROJECT

    ARCHITECT

    ELIZABETH ROBERTSARCHITECTURE & DESIGN

    ISSUE

    NO. DATE DESCRIPTION

    168 7TH STREET 3CBROOKLYN, NY 11215718 504 5488

    OF 19SHEET

    MECHANICAL & STRUCTURAL ENGINEERS

    ARUP77 WATER STREETNEW YORK, NY 10005212-896-3000

    EXPEDITOR

    J CALLAHAN CONSULTING INC.299 BROADWAY, SUITE 1420NEW YORK, NY 10007212-766-2115

    0 04/18/2018 DOB FILING

    DM-100.00

    CELLAR + FIRSTFLOOR DEMOLITIONPLANS DEMOLITION LEGEND

    PROPERTY LINE

    EXISTING CONSTRUCTION TO REMAIN

    PARTITION TO BE DEMOLISHED

    AREA OF WALL DEMOLISHED

    AREA OF FLOOR SLAB DEMOLISHED

    DEMOLITION NOTES:1. NO ATTEMPT IS MADE TO MENTION EVERY ITEM OF REMOVAL OR

    ALTERATION WORK REQUIRED. THE GENERAL CONTRACTOR SHALLPERFORM ALL WORK NECESSARY TO COMPLETE THE PROJECT INFULL COMPLIANCE WITH THE CONSTRUCTION DOCUMENTS ANDDESIGN INTENT DESCRIBED IN THE DRAWINGS.

    2. ALL SURFACES DESIGNATED TO REMAIN SHALL BE PROTECTED TOASSURE THAT THEY ARE NOT DAMAGED IN THE REMOVALSPROCESS. ANY ITEMS THAT ARE DAMAGED SHALL BE REPAIRED ATNO ADDITIONAL COST TO THE OWNER. AVOID UNNECESSARYCUTTING AND PATCHING.

    3. DIMENSION INFORMATION IS SHOWN TO FACILITATE THERENOVATION OF THESE FLOORS. ALL REMOVALS MUST BECOORDINATED WITH THE PROPOSED ARCHITECTURAL DRAWINGS.

    4. IF THE GENERAL CONTRACTOR DISCOVERS DISCREPANCIES,OMISSIONS, OR HIDDEN CONDITIONS DIFFERING FROM THEREMOVALS INFORMATION, THE ARCHITECT SHALL BE NOTIFIEDBEFORE THE CONTRACTOR PROCEEDS WITH THE WORK.

    5. ALL DISRUPTIONS OR INTERRUPTIONS IN THE BUILDING ENVELOPEDUE TO REMOVALS SHALL BE ADEQUATELY PROTECTED TOPREVENT WEATHER INFILTRATION.

    6. ALL WORK TO BE DONE IN ACCORDANCE WITH OSHA STANDARDS.

    7. REMOVE ALL FIXTURES, FINISHES.

    8. SEE STRUCTURAL DRAWINGS FOR SHORING, BRACING,SEQUENCING.

    9. REMOVE ALL PLUMBING BACK TO STREET CONNECTION.

    10. REMOVE ALL ELECTRICAL TO UTILITY CONNECTION.

    11. GEOTECH FOR SOE / SEQUENCING AS REQUIRED.

    12. ALL ITEMS DESIGNATED TO REMAIN OR REUSE, BUT LOST ORDAMAGED DURING THE DEMOLITION PHASE OF THIS PROJECT,SHALL BE REPLACED BY ITEMS OF EQUAL OR BETTER QUALITY ANDAPPEARANCE BY THE GENERAL CONTRACTOR AT NO COST TOOWNER OR TENANT. ITEMS MUST BE APPROVED BY ARCHITECTPRIOR TO FABRICATION AND INSTALLATION.

    13. GC TO ENSURE THAT ANY STRUCTURAL ELEMENTS REMOVEDDURING DEMOLITION ARE REPLACED WITH ADEQUATETEMPORARY SHORING.

    14. ALL DIMENSIONS TO BE VERIFIED IN FIELD AND COORDINATEDWITH STRUCTURAL CONSULTANT AND ARCHITECT, TYP.

    DEMOLITION KEYNOTESREMOVE WINDOWS AND DOORS. EXISTINGMASONRY OPENINGS TO REMAIN.

    REMOVE MASONRY INFILL FROM EXISTINGMASONRY OPENING.

    REMOVE PORTION OF NON BEARING MASONRYWALL. SEE STRUCTURAL DRAWINGS.

    EXCAVATE REAR YARD, REFER TOSTRUCTURAL ENGINEER INFORMATION

    GARDEN WALL TO REMAIN

    REMOVE CONCRETE TERRACE

    REMOVE AREA OF FLOOR SLAB. PROVIDESHORING, SEE PARTIAL DEMOLITION PLANS

    REMOVE STEP + LOW WALL SEE ELEVATION

    EXCAVATE PROPOSED ELEVATOR PIT, REFERTO STRUCTURAL ENGINEER INFORMATION

    REMOVE GLASS BLOCK FROMEXISTING MASONRY OPENING

    REMOVE FIRE ESCAPE

    REMOVE AREA OF WALL. PROVIDESHORING, SEE STRUCTURAL DRAWINGS

    REMOVE BULKHEAD

    REMOVE SKYLIGHT

    REMOVE ALL ROOFING FLASHINGINSULATION AND FINISHES. EXISTING BRICKPARAPET AND STONE CAP TO REMAIN

    REMOVE CHIMNEY PARAPET TO REMAIN

    REMOVE CURTAIN WALL AND RAILING

    TIMBER FLOOR TO BE REMOVED, STOREDAND REINSTALLED

    TIMBER FLOOR TO BE RETAINED

    3/16" = 1'-0"SECOND FLOOR DEMOLITION PLAN1 3/16" = 1'-0"

    THIRD FLOOR DEMOLITION PLAN2

    24'-4

    "

    OPEN TO BELOW

    32'-1

    1"

    15'-012"

    71'-0

    1 2"

    16'-012"

    23'-1"

    23'-9

    1 2"

    14'-5

    1 2"

    17'-4

    1 2"

    08

    DRAWING NO:

    TITLE

    225 W 13TH STREETNEW YORK, NY 10011

    KUNSTHALLE

    CHECK BY: EM

    DRAWING BY: SV

    PROJECT #: 1706_225 W 13TH ST

    DATE: 07 / 03 / 2018SEAL AND SIGNATURE

    PROJECT

    ARCHITECT

    ELIZABETH ROBERTSARCHITECTURE & DESIGN

    ISSUE

    NO. DATE DESCRIPTION

    168 7TH STREET 3CBROOKLYN, NY 11215718 504 5488

    OF 19SHEET

    MECHANICAL & STRUCTURAL ENGINEERS

    ARUP77 WATER STREETNEW YORK, NY 10005212-896-3000

    EXPEDITOR

    J CALLAHAN CONSULTING INC.299 BROADWAY, SUITE 1420NEW YORK, NY 10007212-766-2115

    0 04/18/2018 DOB FILING

    DM-101.00

    2ND + 3RDFLOOR DEMOLITIONPLANDEMOLITION LEGEND

    PROPERTY LINE

    EXISTING CONSTRUCTION TO REMAIN

    PARTITION TO BE DEMOLISHED

    AREA OF WALL DEMOLISHED

    AREA OF FLOOR SLAB DEMOLISHED

    DEMOLITION NOTES:1. NO ATTEMPT IS MADE TO MENTION EVERY ITEM OF REMOVAL OR

    ALTERATION WORK REQUIRED. THE GENERAL CONTRACTOR SHALLPERFORM ALL WORK NECESSARY TO COMPLETE THE PROJECT INFULL COMPLIANCE WITH THE CONSTRUCTION DOCUMENTS ANDDESIGN INTENT DESCRIBED IN THE DRAWINGS.

    2. ALL SURFACES DESIGNATED TO REMAIN SHALL BE PROTECTED TOASSURE THAT THEY ARE NOT DAMAGED IN THE REMOVALSPROCESS. ANY ITEMS THAT ARE DAMAGED SHALL BE REPAIRED ATNO ADDITIONAL COST TO THE OWNER. AVOID UNNECESSARYCUTTING AND PATCHING.

    3. DIMENSION INFORMATION IS SHOWN TO FACILITATE THERENOVATION OF THESE FLOORS. ALL REMOVALS MUST BECOORDINATED WITH THE PROPOSED ARCHITECTURAL DRAWINGS.

    4. IF THE GENERAL CONTRACTOR DISCOVERS DISCREPANCIES,OMISSIONS, OR HIDDEN CONDITIONS DIFFERING FROM THEREMOVALS INFORMATION, THE ARCHITECT SHALL BE NOTIFIEDBEFORE THE CONTRACTOR PROCEEDS WITH THE WORK.

    5. ALL DISRUPTIONS OR INTERRUPTIONS IN THE BUILDING ENVELOPEDUE TO REMOVALS SHALL BE ADEQUATELY PROTECTED TOPREVENT WEATHER INFILTRATION.

    6. ALL WORK TO BE DONE IN ACCORDANCE WITH OSHA STANDARDS.

    7. REMOVE ALL FIXTURES, FINISHES.

    8. SEE STRUCTURAL DRAWINGS FOR SHORING, BRACING,SEQUENCING.

    9. REMOVE ALL PLUMBING BACK TO STREET CONNECTION.

    10. REMOVE ALL ELECTRICAL TO UTILITY CONNECTION.

    11. GEOTECH FOR SOE / SEQUENCING AS REQUIRED.

    12. ALL ITEMS DESIGNATED TO REMAIN OR REUSE, BUT LOST ORDAMAGED DURING THE DEMOLITION PHASE OF THIS PROJECT,SHALL BE REPLACED BY ITEMS OF EQUAL OR BETTER QUALITY ANDAPPEARANCE BY THE GENERAL CONTRACTOR AT NO COST TOOWNER OR TENANT. ITEMS MUST BE APPROVED BY ARCHITECTPRIOR TO FABRICATION AND INSTALLATION.

    13. GC TO ENSURE THAT ANY STRUCTURAL ELEMENTS REMOVEDDURING DEMOLITION ARE REPLACED WITH ADEQUATETEMPORARY SHORING.

    14. ALL DIMENSIONS TO BE VERIFIED IN FIELD AND COORDINATEDWITH STRUCTURAL CONSULTANT AND ARCHITECT, TYP.

    DEMOLITION KEYNOTESREMOVE WINDOWS AND DOORS. EXISTINGMASONRY OPENINGS TO REMAIN.

    REMOVE MASONRY INFILL FROM EXISTINGMASONRY OPENING.

    REMOVE PORTION OF NON BEARING MASONRYWALL. SEE STRUCTURAL DRAWINGS.

    EXCAVATE REAR YARD, REFER TOSTRUCTURAL ENGINEER INFORMATION

    GARDEN WALL TO REMAIN

    REMOVE CONCRETE TERRACE

    REMOVE AREA OF FLOOR SLAB. PROVIDESHORING, SEE PARTIAL DEMOLITION PLANS

    REMOVE STEP + LOW WALL SEE ELEVATION

    EXCAVATE PROPOSED ELEVATOR PIT, REFERTO STRUCTURAL ENGINEER INFORMATION

    REMOVE GLASS BLOCK FROMEXISTING MASONRY OPENING

    REMOVE FIRE ESCAPE

    REMOVE AREA OF WALL. PROVIDESHORING, SEE STRUCTURAL DRAWINGS

    REMOVE BULKHEAD

    REMOVE SKYLIGHT

    REMOVE ALL ROOFING FLASHINGINSULATION AND FINISHES. EXISTING BRICKPARAPET AND STONE CAP TO REMAIN

    REMOVE CHIMNEY PARAPET TO REMAIN

    REMOVE CURTAIN WALL AND RAILING

    TIMBER FLOOR TO BE REMOVED, STOREDAND REINSTALLED

    TIMBER FLOOR TO BE RETAINED

    3/16" = 1'-0"SECOND FLOOR DEMOLITION PLAN1 3/16" = 1'-0"

    THIRD FLOOR DEMOLITION PLAN2

    24'-4

    "

    OPEN TO BELOW

    32'-1

    1"

    15'-012"

    71'-0

    1 2"

    16'-012"

    23'-1"

    23'-9

    1 2"

    14'-5

    1 2"

    17'-4

    1 2"

    08

    DRAWING NO:

    TITLE

    225 W 13TH STREETNEW YORK, NY 10011

    KUNSTHALLE

    CHECK BY: EM

    DRAWING BY: SV

    PROJECT #: 1706_225 W 13TH ST

    DATE: 07 / 03 / 2018SEAL AND SIGNATURE

    PROJECT

    ARCHITECT

    ELIZABETH ROBERTSARCHITECTURE & DESIGN

    ISSUE

    NO. DATE DESCRIPTION

    168 7TH STREET 3CBROOKLYN, NY 11215718 504 5488

    OF 19SHEET

    MECHANICAL & STRUCTURAL ENGINEERS

    ARUP77 WATER STREETNEW YORK, NY 10005212-896-3000

    EXPEDITOR

    J CALLAHAN CONSULTING INC.299 BROADWAY, SUITE 1420NEW YORK, NY 10007212-766-2115

    0 04/18/2018 DOB FILING

    DM-101.00

    2ND + 3RDFLOOR DEMOLITIONPLAN DEMOLITION LEGEND

    PROPERTY LINE

    EXISTING CONSTRUCTION TO REMAIN

    PARTITION TO BE DEMOLISHED

    AREA OF WALL DEMOLISHED

    AREA OF FLOOR SLAB DEMOLISHED

    DEMOLITION NOTES:1. NO ATTEMPT IS MADE TO MENTION EVERY ITEM OF REMOVAL OR

    ALTERATION WORK REQUIRED. THE GENERAL CONTRACTOR SHALLPERFORM ALL WORK NECESSARY TO COMPLETE THE PROJECT INFULL COMPLIANCE WITH THE CONSTRUCTION DOCUMENTS ANDDESIGN INTENT DESCRIBED IN THE DRAWINGS.

    2. ALL SURFACES DESIGNATED TO REMAIN SHALL BE PROTECTED TOASSURE THAT THEY ARE NOT DAMAGED IN THE REMOVALSPROCESS. ANY ITEMS THAT ARE DAMAGED SHALL BE REPAIRED ATNO ADDITIONAL COST TO THE OWNER. AVOID UNNECESSARYCUTTING AND PATCHING.

    3. DIMENSION INFORMATION IS SHOWN TO FACILITATE THERENOVATION OF THESE FLOORS. ALL REMOVALS MUST BECOORDINATED WITH THE PROPOSED ARCHITECTURAL DRAWINGS.

    4. IF THE GENERAL CONTRACTOR DISCOVERS DISCREPANCIES,OMISSIONS, OR HIDDEN CONDITIONS DIFFERING FROM THEREMOVALS INFORMATION, THE ARCHITECT SHALL BE NOTIFIEDBEFORE THE CONTRACTOR PROCEEDS WITH THE WORK.

    5. ALL DISRUPTIONS OR INTERRUPTIONS IN THE BUILDING ENVELOPEDUE TO REMOVALS SHALL BE ADEQUATELY PROTECTED TOPREVENT WEATHER INFILTRATION.

    6. ALL WORK TO BE DONE IN ACCORDANCE WITH OSHA STANDARDS.

    7. REMOVE ALL FIXTURES, FINISHES.

    8. SEE STRUCTURAL DRAWINGS FOR SHORING, BRACING,SEQUENCING.

    9. REMOVE ALL PLUMBING BACK TO STREET CONNECTION.

    10. REMOVE ALL ELECTRICAL TO UTILITY CONNECTION.

    11. GEOTECH FOR SOE / SEQUENCING AS REQUIRED.

    12. ALL ITEMS DESIGNATED TO REMAIN OR REUSE, BUT LOST ORDAMAGED DURING THE DEMOLITION PHASE OF THIS PROJECT,SHALL BE REPLACED BY ITEMS OF EQUAL OR BETTER QUALITY ANDAPPEARANCE BY THE GENERAL CONTRACTOR AT NO COST TOOWNER OR TENANT. ITEMS MUST BE APPROVED BY ARCHITECTPRIOR TO FABRICATION AND INSTALLATION.

    13. GC TO ENSURE THAT ANY STRUCTURAL ELEMENTS REMOVEDDURING DEMOLITION ARE REPLACED WITH ADEQUATETEMPORARY SHORING.

    14. ALL DIMENSIONS TO BE VERIFIED IN FIELD AND COORDINATEDWITH STRUCTURAL CONSULTANT AND ARCHITECT, TYP.

    DEMOLITION KEYNOTESREMOVE WINDOWS AND DOORS. EXISTINGMASONRY OPENINGS TO REMAIN.

    REMOVE MASONRY INFILL FROM EXISTINGMASONRY OPENING.

    REMOVE PORTION OF NON BEARING MASONRYWALL. SEE STRUCTURAL DRAWINGS.

    EXCAVATE REAR YARD, REFER TOSTRUCTURAL ENGINEER INFORMATION

    GARDEN WALL TO REMAIN

    REMOVE CONCRETE TERRACE

    REMOVE AREA OF FLOOR SLAB. PROVIDESHORING, SEE PARTIAL DEMOLITION PLANS

    REMOVE STEP + LOW WALL SEE ELEVATION

    EXCAVATE PROPOSED ELEVATOR PIT, REFERTO STRUCTURAL ENGINEER INFORMATION

    REMOVE GLASS BLOCK FROMEXISTING MASONRY OPENING

    REMOVE FIRE ESCAPE

    REMOVE AREA OF WALL. PROVIDESHORING, SEE STRUCTURAL DRAWINGS

    REMOVE BULKHEAD

    REMOVE SKYLIGHT

    REMOVE ALL ROOFING FLASHINGINSULATION AND FINISHES. EXISTING BRICKPARAPET AND STONE CAP TO REMAIN

    REMOVE CHIMNEY PARAPET TO REMAIN

    REMOVE CURTAIN WALL AND RAILING

    TIMBER FLOOR TO BE REMOVED, STOREDAND REINSTALLED

    TIMBER FLOOR TO BE RETAINED

    3/16" = 1'-0"BULKHEAD DEMOLITION PLAN1

    17'-412"

    17'-1

    1"14

    '-6"

    12'-112"

    4'-8

    1 2"

    33'-0

    1 2"

    812"

    4'-1

    1"19

    '-71 2

    "

    11'-412"

    95'-6

    "

    22'-1012"

    17'-4"

    17'-1

    1"14

    '-6"

    38'-6

    "4'

    -11"

    19'-7

    1 2"

    11'-4"

    3/16" = 1'-0"ROOF DEMOLITION PLAN2

    13'-11"

    7'-1112"

    09

    DRAWING NO:

    TITLE

    225 W 13TH STREETNEW YORK, NY 10011

    KUNSTHALLE

    CHECK BY: EM

    DRAWING BY: SV

    PROJECT #: 1706_225 W 13TH ST

    DATE: 07 / 03 / 2018SEAL AND SIGNATURE

    PROJECT

    ARCHITECT

    ELIZABETH ROBERTSARCHITECTURE & DESIGN

    ISSUE

    NO. DATE DESCRIPTION

    168 7TH STREET 3CBROOKLYN, NY 11215718 504 5488

    OF 19SHEET

    MECHANICAL & STRUCTURAL ENGINEERS

    ARUP77 WATER STREETNEW YORK, NY 10005212-896-3000

    EXPEDITOR

    J CALLAHAN CONSULTING INC.299 BROADWAY, SUITE 1420NEW YORK, NY 10007212-766-2115

    0 04/18/2018 DOB FILING

    DM-102.00

    BULKHEADDEMOLITION PLAN

    DEMOLITION LEGEND

    PROPERTY LINE

    EXISTING CONSTRUCTION TO REMAIN

    PARTITION TO BE DEMOLISHED

    AREA OF WALL DEMOLISHED

    AREA OF FLOOR SLAB DEMOLISHED

    DEMOLITION NOTES:1. NO ATTEMPT IS MADE TO MENTION EVERY ITEM OF REMOVAL OR

    ALTERATION WORK REQUIRED. THE GENERAL CONTRACTOR SHALLPERFORM ALL WORK NECESSARY TO COMPLETE THE PROJECT INFULL COMPLIANCE WITH THE CONSTRUCTION DOCUMENTS ANDDESIGN INTENT DESCRIBED IN THE DRAWINGS.

    2. ALL SURFACES DESIGNATED TO REMAIN SHALL BE PROTECTED TOASSURE THAT THEY ARE NOT DAMAGED IN THE REMOVALSPROCESS. ANY ITEMS THAT ARE DAMAGED SHALL BE REPAIRED ATNO ADDITIONAL COST TO THE OWNER. AVOID UNNECESSARYCUTTING AND PATCHING.

    3. DIMENSION INFORMATION IS SHOWN TO FACILITATE THERENOVATION OF THESE FLOORS. ALL REMOVALS MUST BECOORDINATED WITH THE PROPOSED ARCHITECTURAL DRAWINGS.

    4. IF THE GENERAL CONTRACTOR DISCOVERS DISCREPANCIES,OMISSIONS, OR HIDDEN CONDITIONS DIFFERING FROM THEREMOVALS INFORMATION, THE ARCHITECT SHALL BE NOTIFIEDBEFORE THE CONTRACTOR PROCEEDS WITH THE WORK.

    5. ALL DISRUPTIONS OR INTERRUPTIONS IN THE BUILDING ENVELOPEDUE TO REMOVALS SHALL BE ADEQUATELY PROTECTED TOPREVENT WEATHER INFILTRATION.

    6. ALL WORK TO BE DONE IN ACCORDANCE WITH OSHA STANDARDS.

    7. REMOVE ALL FIXTURES, FINISHES.

    8. SEE STRUCTURAL DRAWINGS FOR SHORING, BRACING,SEQUENCING.

    9. REMOVE ALL PLUMBING BACK TO STREET CONNECTION.

    10. REMOVE ALL ELECTRICAL TO UTILITY CONNECTION.

    11. GEOTECH FOR SOE / SEQUENCING AS REQUIRED.

    12. ALL ITEMS DESIGNATED TO REMAIN OR REUSE, BUT LOST ORDAMAGED DURING THE DEMOLITION PHASE OF THIS PROJECT,SHALL BE REPLACED BY ITEMS OF EQUAL OR BETTER QUALITY ANDAPPEARANCE BY THE GENERAL CONTRACTOR AT NO COST TOOWNER OR TENANT. ITEMS MUST BE APPROVED BY ARCHITECTPRIOR TO FABRICATION AND INSTALLATION.

    13. GC TO ENSURE THAT ANY STRUCTURAL ELEMENTS REMOVEDDURING DEMOLITION ARE REPLACED WITH ADEQUATETEMPORARY SHORING.

    14. ALL DIMENSIONS TO BE VERIFIED IN FIELD AND COORDINATEDWITH STRUCTURAL CONSULTANT AND ARCHITECT, TYP.

    DEMOLITION KEYNOTESREMOVE WINDOWS AND DOORS. EXISTINGMASONRY OPENINGS TO REMAIN.

    REMOVE MASONRY INFILL FROM EXISTINGMASONRY OPENING.

    REMOVE PORTION OF NON BEARING MASONRYWALL. SEE STRUCTURAL DRAWINGS.

    EXCAVATE REAR YARD, REFER TOSTRUCTURAL ENGINEER INFORMATION

    GARDEN WALL TO REMAIN

    REMOVE CONCRETE TERRACE

    REMOVE AREA OF FLOOR SLAB. PROVIDESHORING, SEE PARTIAL DEMOLITION PLANS

    REMOVE STEP + LOW WALL SEE ELEVATION

    EXCAVATE PROPOSED ELEVATOR PIT, REFERTO STRUCTURAL ENGINEER INFORMATION

    REMOVE GLASS BLOCK FROMEXISTING MASONRY OPENING

    REMOVE FIRE ESCAPE

    REMOVE AREA OF WALL. PROVIDESHORING, SEE STRUCTURAL DRAWINGS

    REMOVE BULKHEAD

    REMOVE SKYLIGHT

    REMOVE ALL ROOFING FLASHINGINSULATION AND FINISHES. EXISTING BRICKPARAPET AND STONE CAP TO REMAIN

    REMOVE CHIMNEY PARAPET TO REMAIN

    REMOVE CURTAIN WALL AND RAILING

    TIMBER FLOOR TO BE REMOVED, STOREDAND REINSTALLED

    TIMBER FLOOR TO BE RETAINED

    3/16" = 1'-0"BULKHEAD DEMOLITION PLAN1

    17'-412"

    17'-1

    1"14

    '-6"

    12'-112"

    4'-8

    1 2"

    33'-0

    1 2"

    812"

    4'-1

    1"19

    '-71 2

    "

    11'-412"

    95'-6

    "

    22'-1012"

    17'-4"

    17'-1

    1"14

    '-6"

    38'-6

    "4'

    -11"

    19'-7

    1 2"

    11'-4"

    3/16" = 1'-0"ROOF DEMOLITION PLAN2

    13'-11"

    7'-1112"

    09

    DRAWING NO:

    TITLE

    225 W 13TH STREETNEW YORK, NY 10011

    KUNSTHALLE

    CHECK BY: EM

    DRAWING BY: SV

    PROJECT #: 1706_225 W 13TH ST

    DATE: 07 / 03 / 2018SEAL AND SIGNATURE

    PROJECT

    ARCHITECT

    ELIZABETH ROBERTSARCHITECTURE & DESIGN

    ISSUE

    NO. DATE DESCRIPTION

    168 7TH STREET 3CBROOKLYN, NY 11215718 504 5488

    OF 19SHEET

    MECHANICAL & STRUCTURAL ENGINEERS

    ARUP77 WATER STREETNEW YORK, NY 10005212-896-3000

    EXPEDITOR

    J CALLAHAN CONSULTING INC.299 BROADWAY, SUITE 1420NEW YORK, NY 10007212-766-2115

    0 04/18/2018 DOB FILING

    DM-102.00

    BULKHEADDEMOLITION PLAN

    DEMOLITION PLANS

    19

  • ELIZABETH ROBERTS ARCHITECTURE & DESIGN, PC | 168 7TH ST #3C BROOKLYN, NY 11215

    225 West 13th St. 225 W 13TH ST. NY, NY 10011LPC - 19 - 20889September 11, 2018

    CELLAR PLAN FIRST FLOOR PLAN SECOND FLOOR PLAN THIRD FLOOR PLAN BULKHEAD PLAN ROOF PLAN

    13'-2

    "23

    '-3"

    22'-2"

    25'-0"

    47'-8

    "22

    '-9"

    17'-1

    0"

    95'-3

    "

    103'

    -3"

    6'-9

    "5'

    -0"

    18'-1

    0"

    5'-4"

    25'-0"

    7'-10"

    4'-9

    "

    7'-7"

    7'-5" 5'-8" 7'-5"

    33'-5

    "

    10'-9

    "

    3'-8" 4'-6" 7'-1"

    3'-9" 4'-3" 8'-0"

    7'-10" 13'-5"

    5'-8

    "

    7'-1

    "

    7'-10"

    5'-6"

    95'-3

    "

    22'-1

    "2'

    -4"

    21'-2

    "20

    '-0"

    13'-2

    "

    22'-1

    0"2'

    -4"

    17'-1

    1"31

    '-7"

    3'-7

    "

    15"

    15"

    1'-6

    "

    7'-2

    "

    17'-7"

    5'-0

    "2'

    -4"

    6'-5

    "14

    '-4"

    11'-1

    "

    11'-1

    "

    10"

    1'-6"

    2'-4

    "

    3'-1"

    3'-1"

    3'-1"

    3'-8"

    3'-1"

    1'-6

    "

    1'-6

    "

    20'-6"

    4'-0"

    4'-1"

    3'-8"3'-11"

    3'-8"

    3'-8"

    1'-2"

    3'-5"

    3'-0

    "

    2'-1

    1"

    2'-1

    1"

    2'-1

    1"

    1'-5

    "

    4'-1

    1"

    6'-4"

    DRAWING NO:

    TITLE

    225 W 13TH STREETNEW YORK, NY 10011

    KUNSTHALLE

    CHECK BY: EM

    DRAWING BY: SV

    PROJECT #: 1706_225 W 13TH ST

    DATE: 07 / 03 / 2018SEAL AND SIGNATURE

    PROJECT

    ARCHITECT

    ELIZABETH ROBERTSARCHITECTURE & DESIGN

    ISSUE

    NO. DATE DESCRIPTION

    168 7TH STREET 3CBROOKLYN, NY 11215718 504 5488

    OF 19SHEET

    MECHANICAL & STRUCTURAL ENGINEERS

    ARUP77 WATER STREETNEW YORK, NY 10005212-896-3000

    EXPEDITOR

    J CALLAHAN CONSULTING INC.299 BROADWAY, SUITE 1420NEW YORK, NY 10007212-766-2115

    0 04/18/2018 DOB FILING

    10A-100.00

    CELLAR & FIRST FLCONSTRUCTION PLANS

    13'-2

    "23

    '-3"

    22'-2"

    25'-0"

    47'-8

    "22

    '-9"

    17'-1

    0"

    95'-3

    "

    103'

    -3"

    6'-9

    "5'

    -0"

    18'-1

    0"

    5'-4"

    25'-0"

    7'-10"

    4'-9

    "

    7'-7"

    7'-5" 5'-8" 7'-5"

    33'-5

    "

    10'-9

    "

    3'-8" 4'-6" 7'-1"

    3'-9" 4'-3" 8'-0"

    7'-10" 13'-5"

    5'-8

    "

    7'-1

    "

    7'-10"

    5'-6"

    95'-3

    "

    22'-1

    "2'

    -4"

    21'-2

    "20

    '-0"

    13'-2

    "

    22'-1

    0"2'

    -4"

    17'-1

    1"31

    '-7"

    3'-7

    "

    15"

    15"

    1'-6

    "

    7'-2

    "

    17'-7"

    5'-0

    "2'

    -4"

    6'-5

    "14

    '-4"

    11'-1

    "

    11'-1

    "

    10"

    1'-6"

    2'-4

    "

    3'-1"

    3'-1"

    3'-1"

    3'-8"

    3'-1"

    1'-6

    "

    1'-6

    "

    20'-6"

    4'-0"

    4'-1"

    3'-8"3'-11"

    3'-8"

    3'-8"

    1'-2"

    3'-5"

    3'-0

    "

    2'-1

    1"

    2'-1

    1"

    2'-1

    1"

    1'-5

    "

    4'-1

    1"

    6'-4"

    DRAWING NO:

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    225 W 13TH STREETNEW YORK, NY 10011

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    CHECK BY: EM

    DRAWING BY: SV

    PROJECT #: 1706_225 W 13TH ST

    DATE: 07 / 03 / 2018SEAL AND SIGNATURE

    PROJECT

    ARCHITECT

    ELIZABETH ROBERTSARCHITECTURE & DESIGN

    ISSUE

    NO. DATE DESCRIPTION

    168 7TH STREET 3CBROOKLYN, NY 11215718 504 5488

    OF 19SHEET

    MECHANICAL & STRUCTURAL ENGINEERS

    ARUP77 WATER STREETNEW YORK, NY 10005212-896-3000

    EXPEDITOR

    J CALLAHAN CONSULTING INC.299 BROADWAY, SUITE 1420NEW YORK, NY 10007212-766-2115

    0 04/18/2018 DOB FILING

    10A-100.00

    CELLAR & FIRST FLCONSTRUCTION PLANS

    36'-1

    1"

    25'-0"

    5'-7

    "10

    '-9"

    17'-1

    1"

    95'-3

    "

    95'-3

    "

    17'-1

    1"22

    '-6"

    5'-1

    "36

    '-11"

    21'-11"

    7'-10"

    8'-2" 5'-8" 8'-1"

    25'-0"

    22'-6

    "14

    '-5"

    17'-1

    1"36

    '-10"

    2'-4

    "11

    '-1"

    22'-0

    "2'

    -4"

    17'-1

    1"36

    '-11"

    11'-1

    "

    8'-1" 5'-8"

    2'-4

    "

    5'-8"8'-2"

    21'-8"

    2'-6"

    11'-1

    "

    5'-2"

    16'-3"

    3'-9" 3'-8"

    3'-8"3'-8"3'-10"

    3'-8" 3'-8"

    3'-8"

    21'-11"

    3'-2"

    2'-1

    1"

    2'-1

    1"

    2'-1

    1"

    2'-1

    1"

    DRAWING NO:

    TITLE

    225 W 13TH STREETNEW YORK, NY 10011

    KUNSTHALLE

    CHECK BY: EM

    DRAWING BY: SV

    PROJECT #: 1706_225 W 13TH ST

    DATE: 07 / 03 / 2018SEAL AND SIGNATURE

    PROJECT

    ARCHITECT

    ELIZABETH ROBERTSARCHITECTURE & DESIGN

    ISSUE

    NO. DATE DESCRIPTION

    168 7TH STREET 3CBROOKLYN, NY 11215718 504 5488

    OF 19SHEET

    MECHANICAL & STRUCTURAL ENGINEERS

    ARUP77 WATER STREETNEW YORK, NY 10005212-896-3000

    EXPEDITOR

    J CALLAHAN CONSULTING INC.299 BROADWAY, SUITE 1420NEW YORK, NY 10007212-766-2115

    0 04/18/2018 DOB FILING

    11A-101.00

    2ND & 3RD FLCONSTRUCTION PLAN

    36'-1

    1"

    25'-0"

    5'-7

    "10

    '-9"

    17'-1

    1"

    95'-3

    "

    95'-3

    "

    17'-1

    1"22

    '-6"

    5'-1

    "36

    '-11"

    21'-11"

    7'-10"

    8'-2" 5'-8" 8'-1"

    25'-0"

    22'-6

    "14

    '-5"

    17'-1

    1"36

    '-10"

    2'-4

    "11

    '-1"

    22'-0

    "2'

    -4"

    17'-1

    1"36

    '-11"

    11'-1

    "

    8'-1" 5'-8"

    2'-4

    "

    5'-8"8'-2"

    21'-8"

    2'-6"

    11'-1

    "

    5'-2"

    16'-3"

    3'-9" 3'-8"

    3'-8"3'-8"3'-10"

    3'-8" 3'-8"

    3'-8"

    21'-11"

    3'-2"

    2'-1

    1"

    2'-1

    1"

    2'-1

    1"

    2'-1

    1"

    DRAWING NO:

    TITLE

    225 W 13TH STREETNEW YORK, NY 10011

    KUNSTHALLE

    CHECK BY: EM

    DRAWING BY: SV

    PROJECT #: 1706_225 W 13TH ST

    DATE: 07 / 03 / 2018SEAL AND SIGNATURE

    PROJECT

    ARCHITECT

    ELIZABETH ROBERTSARCHITECTURE & DESIGN

    ISSUE

    NO. DATE DESCRIPTION

    168 7TH STREET 3CBROOKLYN, NY 11215718 504 5488

    OF 19SHEET

    MECHANICAL & STRUCTURAL ENGINEERS

    ARUP77 WATER STREETNEW YORK, NY 10005212-896-3000

    EXPEDITOR

    J CALLAHAN CONSULTING INC.299 BROADWAY, SUITE 1420NEW YORK, NY 10007212-766-2115

    0 04/18/2018 DOB FILING

    11A-101.00

    2ND & 3RD FLCONSTRUCTION PLAN

    28'-1

    0"

    18'-5

    "3'

    -8"

    95'-3

    "

    95'-3

    "

    13'-3

    "27

    '-11"

    36'-6

    "

    6'-0" FDNYCLEAR ACCESS

    9'-4"

    10'-9

    "

    25'-0"

    2'-8"

    2'-8

    "

    35'-8

    "

    10'-5"

    19'-9

    "

    10'-5" 6'-0"

    35'-6

    "23

    '-4"

    7'-0"

    8"

    6'-0

    "

    8'-0"

    28'-8

    "

    9'-0"

    13'-2

    "

    2'-0"

    25'-0"

    6'-1

    0"

    3'-1

    "

    1'-2"

    1'-2

    "

    1'-4

    "

    3'-4"

    1'-2

    "

    1'-2"

    7'-7

    "

    41'-3

    "

    3'-8"

    6'-0

    " FD

    NY

    CLE

    AR

    AC

    CE

    SS

    2'-1

    1"

    35'-8

    "

    DRAWING NO:

    TITLE

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    CHECK BY: EM

    DRAWING BY: SV

    PROJECT #: 1706_225 W 13TH ST

    DATE: 07 / 03 / 2018SEAL AND SIGNATURE

    PROJECT

    ARCHITECT

    ELIZABETH ROBERTSARCHITECTURE & DESIGN

    ISSUE

    NO. DATE DESCRIPTION

    168 7TH STREET 3CBROOKLYN, NY 11215718 504 5488

    OF 19SHEET

    MECHANICAL & STRUCTURAL ENGINEERS

    ARUP77 WATER STREETNEW YORK, NY 10005212-896-3000

    EXPEDITOR

    J CALLAHAN CONSULTING INC.299 BROADWAY, SUITE 1420NEW YORK, NY 10007212-766-2115

    0 04/18/2018 DOB FILING

    12A-102.00

    BULKHEAD & ROOFCONSTRUCTION PLAN

    28'-1

    0"

    18'-5

    "3'

    -8"

    95'-3

    "

    9