225 west 13th street - new york...7th ave. 8th ave. building footprint site context 1 elizabeth...
TRANSCRIPT
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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:
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
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
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
12A-102.00
BULKHEAD & ROOFCONSTRUCTION PLAN
28'-1
0"
18'-5
"3'
-8"
95'-3
"
9