446 WEST 14th STREET - New York · 11/27/2018 · lot depth: 103.25' lot area: 5,162 sf zoning map: 8b zoning: m1-5 historic district: gansevoort market historic district drawing
20
Architect Drawing Title DATE: 09/19/18 Structural Engineer 330 W42 STREET NEW YORK NY 10036 T 212 594 2010 F 212 947 4381 Location Plan DOB BSCAN DOB STAMP PROJECT No.: 1809 CHK BY: RB DWG No.: SEAL & SIGNATURE 446 West 14th Street of Project Issue Date W 14th ST. WASHINGTON ST. N LPC Filing 09/19/18 T 212 989 2853 New York, NY 10010 18 West 21st Street, 3rd Floor Rodney D. Gibble Consulting Engineers Landscape Architect T 212 868 9411 New York, NY 10013 107 Grand Street, 6th Floor T000.00 COVER SHEET 446 WEST 14th STREET Rooftop Terrace 446 West 14th Street New York, NY 10014 ZONING INFORMATION ADDRESS: 446 WEST 14th STREET, NEW YORK, NY 10014 BOROUGH: MANHATTAN BLOCK: 646 LOT: 14 LOT FRONTAGE: 50' LOT DEPTH: 103.25' LOT AREA: 5,162 SF ZONING MAP: 8b ZONING: M1-5 HISTORIC DISTRICT: GANSEVOORT MARKET HISTORIC DISTRICT DRAWING LIST ARCHITECTURAL T000.00 COVER SHEET LPC01 ROOF KEY PLAN LPC02 ROOF PHOTOS LPC03 LOCAL PRECEDENTS LPC04 STREET PHOTOS LPC05 STREET PHOTOS LPC06 STREET PHOTOS LPC07 MOCK-UP PHOTOS LPC08 VISIBILITY SECTION A100 EXISTING ROOF PLAN A101 PROPOSED ROOF PLAN A102 EXISTING AWNING PLAN A103 PROPOSED AWNING PLAN A200 EXISTING ELEVATION A201 PROPOSED ELEVATION A210 NORTH -SOUTH SECTION A211 EAST - WEST SECTION N 1 19 STRUCTURAL S100.00 ROOF PLAN AND OPERABLE FRAMING PLAN LANDSCAPE L-101 ILLUSTRATIVE PLAN L-102 3D STUDY VIEWS L-103 PRECEDENT IMAGES
Existing Occupancy Classification: Mercantile, OfficeExisting Use Group: 6Proposed Occupancy Classification: Mercantile, Office,AssemblyProposed Use Group: 6Lot Size: 50' x 103.25'Lot Area: 5,162 SF (Zola)Existing Gross Area: 15,486 SF (Zola)
N
2 19
AutoCAD SHX Text
DN
AutoCAD SHX Text
BULKHEAD EL. 71'-0"
AutoCAD SHX Text
SITE PLAN
AutoCAD SHX Text
1/16" = 1'-0"
AutoCAD SHX Text
01
Architect
Drawing Title
DATE: 09/19/18
Structural Engineer
330 W42 STREETNEW YORK NY 10036T 212 594 2010F 212 947 4381
Location Plan
DOB BSCAN
DOB STAMP
PROJECT No.: 1809CHK BY: RBDWG No.:
SEAL & SIGNATURE
446 West 14th Street
of
ProjectIssue Date
W 14th ST.
WA
SH
ING
TON
ST.
N
LPC Filing 09/19/18
T 212 989 2853
New York, NY 1001018 West 21st Street, 3rd Floor
Rodney D. Gibble Consulting Engineers
Landscape Architect
T 212 868 9411
New York, NY 10013107 Grand Street, 6th Floor
LPC01
ROOF KEY PLAN
3 19
AutoCAD SHX Text
R6
AutoCAD SHX Text
R5
AutoCAD SHX Text
R4
AutoCAD SHX Text
R2
AutoCAD SHX Text
R3
AutoCAD SHX Text
R1
AutoCAD SHX Text
H1
AutoCAD SHX Text
S2
AutoCAD SHX Text
S1
AutoCAD SHX Text
WEST 14TH STREET
AutoCAD SHX Text
WASHINGTON STREET
AutoCAD SHX Text
HIGHLINE PARK
Architect
Drawing Title
DATE: 09/19/18
Structural Engineer
330 W42 STREETNEW YORK NY 10036T 212 594 2010F 212 947 4381
Location Plan
DOB BSCAN
DOB STAMP
PROJECT No.: 1809CHK BY: RBDWG No.:
SEAL & SIGNATURE
446 West 14th Street
of
ProjectIssue Date
W 14th ST.
WA
SH
ING
TON
ST.
N
LPC Filing 09/19/18
T 212 989 2853
New York, NY 1001018 West 21st Street, 3rd Floor
Rodney D. Gibble Consulting Engineers
Landscape Architect
T 212 868 9411
New York, NY 10013107 Grand Street, 6th Floor
LPC02
EXISTING ROOFTOPPHOTOS
4 19
AutoCAD SHX Text
EXISTING ROOF PHOTO
AutoCAD SHX Text
NTS
AutoCAD SHX Text
R1
AutoCAD SHX Text
EXISTING ROOF PHOTO
AutoCAD SHX Text
NTS
AutoCAD SHX Text
R4
AutoCAD SHX Text
EXISTING ROOF PHOTO
AutoCAD SHX Text
NTS
AutoCAD SHX Text
R2
AutoCAD SHX Text
EXISTING ROOF PHOTO
AutoCAD SHX Text
NTS
AutoCAD SHX Text
R5
AutoCAD SHX Text
EXISTING ROOF PHOTO
AutoCAD SHX Text
NTS
AutoCAD SHX Text
R3
AutoCAD SHX Text
EXISTING ROOF PHOTO
AutoCAD SHX Text
NTS
AutoCAD SHX Text
R6
Architect
Drawing Title
DATE: 09/19/18
Structural Engineer
330 W42 STREETNEW YORK NY 10036T 212 594 2010F 212 947 4381
Location Plan
DOB BSCAN
DOB STAMP
PROJECT No.: 1809CHK BY: RBDWG No.:
SEAL & SIGNATURE
446 West 14th Street
of
ProjectIssue Date
W 14th ST.
WA
SH
ING
TON
ST.
N
LPC Filing 09/19/18
T 212 989 2853
New York, NY 1001018 West 21st Street, 3rd Floor
Rodney D. Gibble Consulting Engineers
Landscape Architect
T 212 868 9411
New York, NY 10013107 Grand Street, 6th Floor
LPC03
LOCAL PRECEDENTS
N
5 19
AutoCAD SHX Text
D
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
GANSEVOORT MARKET HISTORIC DISTRICT MAP
AutoCAD SHX Text
NTS
AutoCAD SHX Text
01
AutoCAD SHX Text
29 9TH AVE
AutoCAD SHX Text
NTS
AutoCAD SHX Text
C
AutoCAD SHX Text
25 9TH AVE
AutoCAD SHX Text
NTS
AutoCAD SHX Text
B
AutoCAD SHX Text
874 WASHINGTON ST
AutoCAD SHX Text
NTS
AutoCAD SHX Text
D
AutoCAD SHX Text
9 9TH AVE
AutoCAD SHX Text
NTS
AutoCAD SHX Text
A
Architect
Drawing Title
DATE: 09/19/18
Structural Engineer
330 W42 STREETNEW YORK NY 10036T 212 594 2010F 212 947 4381
Location Plan
DOB BSCAN
DOB STAMP
PROJECT No.: 1809CHK BY: RBDWG No.:
SEAL & SIGNATURE
446 West 14th Street
of
ProjectIssue Date
W 14th ST.
WA
SH
ING
TON
ST.
N
LPC Filing 09/19/18
T 212 989 2853
New York, NY 1001018 West 21st Street, 3rd Floor
Rodney D. Gibble Consulting Engineers
Landscape Architect
T 212 868 9411
New York, NY 10013107 Grand Street, 6th Floor
LPC04
STREET PHOTOS
6 19
AutoCAD SHX Text
14th STREET LOOKING WEST - EXISTING
AutoCAD SHX Text
NTS
AutoCAD SHX Text
S1
AutoCAD SHX Text
14th STREET LOOKING SOUTH - EXISTING
AutoCAD SHX Text
NTS
AutoCAD SHX Text
S2
AutoCAD SHX Text
14th STREET LOOKING WEST - PROPOSED
AutoCAD SHX Text
NTS
AutoCAD SHX Text
S1
AutoCAD SHX Text
14th STREET LOOKING SOUTH - PROPOSED
AutoCAD SHX Text
NTS
AutoCAD SHX Text
S2
Architect
Drawing Title
DATE: 09/19/18
Structural Engineer
330 W42 STREETNEW YORK NY 10036T 212 594 2010F 212 947 4381
Location Plan
DOB BSCAN
DOB STAMP
PROJECT No.: 1809CHK BY: RBDWG No.:
SEAL & SIGNATURE
446 West 14th Street
of
ProjectIssue Date
W 14th ST.
WA
SH
ING
TON
ST.
N
LPC Filing 09/19/18
T 212 989 2853
New York, NY 1001018 West 21st Street, 3rd Floor
Rodney D. Gibble Consulting Engineers
Landscape Architect
T 212 868 9411
New York, NY 10013107 Grand Street, 6th Floor
LPC05
STREET PHOTOS
7 19
AutoCAD SHX Text
HIGHLINE LOOKING SOUTH - EXISTING
AutoCAD SHX Text
NTS
AutoCAD SHX Text
H1
AutoCAD SHX Text
HIGHLINE LOOKING SOUTH - PROPOSED
AutoCAD SHX Text
NTS
AutoCAD SHX Text
H1
Architect
Drawing Title
DATE: 09/19/18
Structural Engineer
330 W42 STREETNEW YORK NY 10036T 212 594 2010F 212 947 4381
Location Plan
DOB BSCAN
DOB STAMP
PROJECT No.: 1809CHK BY: RBDWG No.:
SEAL & SIGNATURE
446 West 14th Street
of
ProjectIssue Date
W 14th ST.
WA
SH
ING
TON
ST.
N
LPC Filing 09/19/18
T 212 989 2853
New York, NY 1001018 West 21st Street, 3rd Floor
Rodney D. Gibble Consulting Engineers
Landscape Architect
T 212 868 9411
New York, NY 10013107 Grand Street, 6th Floor
LPC06
STREET PHOTOS
8 19
AutoCAD SHX Text
P1
AutoCAD SHX Text
PIER 55 LOOKING NORTHEAST - EXISTING
AutoCAD SHX Text
NTS
AutoCAD SHX Text
P1
AutoCAD SHX Text
PIER 55 LOOKING NORTHEAST - PROPOSED
AutoCAD SHX Text
NTS
AutoCAD SHX Text
P1
AutoCAD SHX Text
KEY PLAN
AutoCAD SHX Text
NTS
AutoCAD SHX Text
01
Architect
Drawing Title
DATE: 09/19/18
Structural Engineer
330 W42 STREETNEW YORK NY 10036T 212 594 2010F 212 947 4381
Location Plan
DOB BSCAN
DOB STAMP
PROJECT No.: 1809CHK BY: RBDWG No.:
SEAL & SIGNATURE
446 West 14th Street
of
ProjectIssue Date
W 14th ST.
WA
SH
ING
TON
ST.
N
LPC Filing 09/19/18
T 212 989 2853
New York, NY 1001018 West 21st Street, 3rd Floor
Rodney D. Gibble Consulting Engineers
Landscape Architect
T 212 868 9411
New York, NY 10013107 Grand Street, 6th Floor
LPC07
MOCK-UP PHOTOS
9 19
AutoCAD SHX Text
HIGHLINE VIEW 1
AutoCAD SHX Text
NTS
AutoCAD SHX Text
01
AutoCAD SHX Text
HIGHLINE VIEW 2
AutoCAD SHX Text
NTS
AutoCAD SHX Text
02
AutoCAD SHX Text
14TH STREET VIEW 1
AutoCAD SHX Text
NTS
AutoCAD SHX Text
03
AutoCAD SHX Text
14TH STREET VIEW 2
AutoCAD SHX Text
NTS
AutoCAD SHX Text
04
Architect
Drawing Title
DATE: 09/19/18
Structural Engineer
330 W42 STREETNEW YORK NY 10036T 212 594 2010F 212 947 4381
Location Plan
DOB BSCAN
DOB STAMP
PROJECT No.: 1809CHK BY: RBDWG No.:
SEAL & SIGNATURE
446 West 14th Street
of
ProjectIssue Date
W 14th ST.
WA
SH
ING
TON
ST.
N
LPC Filing 09/19/18
T 212 989 2853
New York, NY 1001018 West 21st Street, 3rd Floor
Rodney D. Gibble Consulting Engineers
Landscape Architect
T 212 868 9411
New York, NY 10013107 Grand Street, 6th Floor
LPC08
ROOF VISIBILITYSECTIONS
10 19
AutoCAD SHX Text
LINE OF SIGHT
AutoCAD SHX Text
ROOF VISIBILITY SECTION
AutoCAD SHX Text
1/8" = 1'-0"
AutoCAD SHX Text
01
AutoCAD SHX Text
NEW ROOF CANOPY
AutoCAD SHX Text
EXISTING 3-STORY
AutoCAD SHX Text
WEST 14TH STREET
Architect
Drawing Title
DATE: 09/19/18
Structural Engineer
330 W42 STREETNEW YORK NY 10036T 212 594 2010F 212 947 4381
Location Plan
DOB BSCAN
DOB STAMP
PROJECT No.: 1809CHK BY: RBDWG No.:
SEAL & SIGNATURE
446 West 14th Street
of
ProjectIssue Date
W 14th ST.
WA
SH
ING
TON
ST.
N
LPC Filing 09/19/18
T 212 989 2853
New York, NY 1001018 West 21st Street, 3rd Floor
Rodney D. Gibble Consulting Engineers
Landscape Architect
T 212 868 9411
New York, NY 10013107 Grand Street, 6th Floor
A100
EXISTING ROOFPLAN
N
11 19
AutoCAD SHX Text
DN
AutoCAD SHX Text
DN
AutoCAD SHX Text
DN
AutoCAD SHX Text
ROOF DRAIN
AutoCAD SHX Text
ROOF DRAIN
AutoCAD SHX Text
ROOF DRAIN
AutoCAD SHX Text
ROOF DRAIN
AutoCAD SHX Text
B
AutoCAD SHX Text
8
AutoCAD SHX Text
A
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
1
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
7
AutoCAD SHX Text
LOUD SPEAKER (REMOVEABLE)
AutoCAD SHX Text
LOUD SPEAKER (REMOVEABLE)
AutoCAD SHX Text
LOUD SPEAKER (REMOVEABLE)
AutoCAD SHX Text
LOUD SPEAKER (REMOVEABLE)
AutoCAD SHX Text
EXISTING FLAGPOLE TO REMAIN
AutoCAD SHX Text
ELECT.
AutoCAD SHX Text
ELECT.
AutoCAD SHX Text
HOSE BIB
AutoCAD SHX Text
HOSE BIB
AutoCAD SHX Text
EXISTING ROOF PLAN
AutoCAD SHX Text
1/4" = 1'-0"
AutoCAD SHX Text
01
Architect
Drawing Title
DATE: 09/19/18
Structural Engineer
330 W42 STREETNEW YORK NY 10036T 212 594 2010F 212 947 4381
Location Plan
DOB BSCAN
DOB STAMP
PROJECT No.: 1809CHK BY: RBDWG No.:
SEAL & SIGNATURE
446 West 14th Street
of
ProjectIssue Date
W 14th ST.
WA
SH
ING
TON
ST.
N
LPC Filing 09/19/18
T 212 989 2853
New York, NY 1001018 West 21st Street, 3rd Floor
Rodney D. Gibble Consulting Engineers
Landscape Architect
T 212 868 9411
New York, NY 10013107 Grand Street, 6th Floor
A101
PROPOSED ROOFPLAN
N
12 19
AutoCAD SHX Text
DN
AutoCAD SHX Text
DN
AutoCAD SHX Text
DN
AutoCAD SHX Text
ROOF DRAIN
AutoCAD SHX Text
B
AutoCAD SHX Text
8
AutoCAD SHX Text
A
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
1
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
7
AutoCAD SHX Text
EXISTING FLAGPOLE TO REMAIN
AutoCAD SHX Text
ELECT.
AutoCAD SHX Text
ELECT.
AutoCAD SHX Text
ROOF DRAIN
AutoCAD SHX Text
NEW 8x8 STEEL POSTS
AutoCAD SHX Text
ROOF DRAIN
AutoCAD SHX Text
ROOF DRAIN
AutoCAD SHX Text
ELECT.
AutoCAD SHX Text
HOSE BIB
AutoCAD SHX Text
HOSE BIB
AutoCAD SHX Text
NEW STEEL BEAMS ABOVE
AutoCAD SHX Text
PLANTER
AutoCAD SHX Text
PLANTER
AutoCAD SHX Text
PLANTER
AutoCAD SHX Text
PLANTER
AutoCAD SHX Text
PLANTER
AutoCAD SHX Text
PLANTER
AutoCAD SHX Text
PLANTER
AutoCAD SHX Text
PLANTER
AutoCAD SHX Text
BUILT-IN TIMBER SEATING ELEMENTS
AutoCAD SHX Text
METAL MESH SCREEN
AutoCAD SHX Text
RAISED TIMBER DECKING
AutoCAD SHX Text
NEW BUILT-IN BENCH
AutoCAD SHX Text
NEW BUILT-IN BENCHES
AutoCAD SHX Text
PLANTER
AutoCAD SHX Text
PROPOSED ROOF PLAN
AutoCAD SHX Text
1/4" = 1'-0"
AutoCAD SHX Text
01
Architect
Drawing Title
DATE: 09/19/18
Structural Engineer
330 W42 STREETNEW YORK NY 10036T 212 594 2010F 212 947 4381
Location Plan
DOB BSCAN
DOB STAMP
PROJECT No.: 1809CHK BY: RBDWG No.:
SEAL & SIGNATURE
446 West 14th Street
of
ProjectIssue Date
W 14th ST.
WA
SH
ING
TON
ST.
N
LPC Filing 09/19/18
T 212 989 2853
New York, NY 1001018 West 21st Street, 3rd Floor
Rodney D. Gibble Consulting Engineers
Landscape Architect
T 212 868 9411
New York, NY 10013107 Grand Street, 6th Floor
A102
EXISTING BULKHEADPLAN
N
13 19
AutoCAD SHX Text
DN
AutoCAD SHX Text
B
AutoCAD SHX Text
8
AutoCAD SHX Text
A
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
1
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
7
AutoCAD SHX Text
EXISTING FLAGPOLE TO REMAIN
AutoCAD SHX Text
BULKHEAD EL. 52'-0"
AutoCAD SHX Text
BULKHEAD EL. 56'-0"
AutoCAD SHX Text
PENTHOUSE ROOF EL. 52'-0"
AutoCAD SHX Text
BULKHEAD EL. 71'-0"
AutoCAD SHX Text
EXISITNG AWNING PLAN
AutoCAD SHX Text
1/4" = 1'-0"
AutoCAD SHX Text
01
Architect
Drawing Title
DATE: 09/19/18
Structural Engineer
330 W42 STREETNEW YORK NY 10036T 212 594 2010F 212 947 4381
Location Plan
DOB BSCAN
DOB STAMP
PROJECT No.: 1809CHK BY: RBDWG No.:
SEAL & SIGNATURE
446 West 14th Street
of
ProjectIssue Date
W 14th ST.
WA
SH
ING
TON
ST.
N
LPC Filing 09/19/18
T 212 989 2853
New York, NY 1001018 West 21st Street, 3rd Floor
Rodney D. Gibble Consulting Engineers
Landscape Architect
T 212 868 9411
New York, NY 10013107 Grand Street, 6th Floor
A103
PROPOSED BULKHEADPLAN
N
14 19
AutoCAD SHX Text
DN
AutoCAD SHX Text
B
AutoCAD SHX Text
8
AutoCAD SHX Text
A
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
1
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
7
AutoCAD SHX Text
PITCH TO DRAIN
AutoCAD SHX Text
ROOF LEADER
AutoCAD SHX Text
PITCH TO DRAIN
AutoCAD SHX Text
ROOF LEADER
AutoCAD SHX Text
EXISTING FLAGPOLE TO REMAIN
AutoCAD SHX Text
BULKHEAD EL. 52'-0"
AutoCAD SHX Text
BULKHEAD EL. 56'-0"
AutoCAD SHX Text
PENTHOUSE ROOF EL. 52'-0"
AutoCAD SHX Text
BULKHEAD EL. 71'-0"
AutoCAD SHX Text
RETRACTABLE ROOF PANEL
AutoCAD SHX Text
RETRACTABLE ROOF PANEL
AutoCAD SHX Text
PITCHED ROOF PANEL
AutoCAD SHX Text
TRACK FOR RETRACTABLE ROOF SYSTEM
AutoCAD SHX Text
PROPOSED AWNING PLAN
AutoCAD SHX Text
1/4" = 1'-0"
AutoCAD SHX Text
01
Architect
Drawing Title
DATE: 09/19/18
Structural Engineer
330 W42 STREETNEW YORK NY 10036T 212 594 2010F 212 947 4381
Location Plan
DOB BSCAN
DOB STAMP
PROJECT No.: 1809CHK BY: RBDWG No.:
SEAL & SIGNATURE
446 West 14th Street
of
ProjectIssue Date
W 14th ST.
WA
SH
ING
TON
ST.
N
LPC Filing 09/19/18
T 212 989 2853
New York, NY 1001018 West 21st Street, 3rd Floor
Rodney D. Gibble Consulting Engineers
Landscape Architect
T 212 868 9411
New York, NY 10013107 Grand Street, 6th Floor
A200
14th STREETELEVATION
15 19
AutoCAD SHX Text
0'-0"
AutoCAD SHX Text
-0'-5 "12"
AutoCAD SHX Text
13'-8"
AutoCAD SHX Text
T.O.BULKHEADBULKHEAD
AutoCAD SHX Text
EXISTING COOLING TOWER
AutoCAD SHX Text
EXISTING BULKHEAD
AutoCAD SHX Text
EXISTING ELEVATOR MACHINE ROOM
AutoCAD SHX Text
EXISTING BULKHEAD
AutoCAD SHX Text
EXISTING FLAGPOLE TO REMAIN
AutoCAD SHX Text
FIRST FLOOR
AutoCAD SHX Text
GROUND PLANE
AutoCAD SHX Text
ROOF SLAB
AutoCAD SHX Text
58'-1"
AutoCAD SHX Text
T.O. PAVERS
AutoCAD SHX Text
SECOND FLOOR
AutoCAD SHX Text
41'-0"
AutoCAD SHX Text
41'-8"
AutoCAD SHX Text
THIRD FLOOR
AutoCAD SHX Text
28'-4"
AutoCAD SHX Text
NEW CANOPY H.P.
AutoCAD SHX Text
54'-5"
AutoCAD SHX Text
T.O.BULKHEADBULKHEAD
AutoCAD SHX Text
55'-6"
AutoCAD SHX Text
EXISTING STREET ELEVATION
AutoCAD SHX Text
1/4" = 1'-0"
AutoCAD SHX Text
01
Architect
Drawing Title
DATE: 09/19/18
Structural Engineer
330 W42 STREETNEW YORK NY 10036T 212 594 2010F 212 947 4381
Location Plan
DOB BSCAN
DOB STAMP
PROJECT No.: 1809CHK BY: RBDWG No.:
SEAL & SIGNATURE
446 West 14th Street
of
ProjectIssue Date
W 14th ST.
WA
SH
ING
TON
ST.
N
LPC Filing 09/19/18
T 212 989 2853
New York, NY 1001018 West 21st Street, 3rd Floor
Rodney D. Gibble Consulting Engineers
Landscape Architect
T 212 868 9411
New York, NY 10013107 Grand Street, 6th Floor
A201
14th STREETELEVATION
16 19
AutoCAD SHX Text
NEW ROOF CANOPY
AutoCAD SHX Text
0'-0"
AutoCAD SHX Text
-0'-5 "12"
AutoCAD SHX Text
13'-8"
AutoCAD SHX Text
T.O.BULKHEADBULKHEAD
AutoCAD SHX Text
EXISTING COOLING TOWER
AutoCAD SHX Text
EXISTING BULKHEAD
AutoCAD SHX Text
EXISTING ELEVATOR MACHINE ROOM
AutoCAD SHX Text
EXISTING BULKHEAD
AutoCAD SHX Text
EXISTING FLAGPOLE TO REMAIN
AutoCAD SHX Text
FIRST FLOOR
AutoCAD SHX Text
GROUND PLANE
AutoCAD SHX Text
ROOF SLAB
AutoCAD SHX Text
58'-1"
AutoCAD SHX Text
T.O. PAVERS
AutoCAD SHX Text
SECOND FLOOR
AutoCAD SHX Text
41'-0"
AutoCAD SHX Text
41'-8"
AutoCAD SHX Text
THIRD FLOOR
AutoCAD SHX Text
28'-4"
AutoCAD SHX Text
NEW CANOPY H.P.
AutoCAD SHX Text
54'-5"
AutoCAD SHX Text
T.O.BULKHEADBULKHEAD
AutoCAD SHX Text
55'-6"
AutoCAD SHX Text
PROPOSED STREET ELEVATION
AutoCAD SHX Text
1/4" = 1'-0"
AutoCAD SHX Text
01
Architect
Drawing Title
DATE: 09/19/18
Structural Engineer
330 W42 STREETNEW YORK NY 10036T 212 594 2010F 212 947 4381
Location Plan
DOB BSCAN
DOB STAMP
PROJECT No.: 1809CHK BY: RBDWG No.:
SEAL & SIGNATURE
446 West 14th Street
of
ProjectIssue Date
W 14th ST.
WA
SH
ING
TON
ST.
N
LPC Filing 09/19/18
T 212 989 2853
New York, NY 1001018 West 21st Street, 3rd Floor
Rodney D. Gibble Consulting Engineers
Landscape Architect
T 212 868 9411
New York, NY 10013107 Grand Street, 6th Floor
A210
NORTH - SOUTHSECTIONS
17 19
AutoCAD SHX Text
ROOFTOP
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
T.O. PAVERS
AutoCAD SHX Text
2
AutoCAD SHX Text
41'-0"
AutoCAD SHX Text
3
AutoCAD SHX Text
6
AutoCAD SHX Text
7
AutoCAD SHX Text
1
AutoCAD SHX Text
8
AutoCAD SHX Text
41'-8"
AutoCAD SHX Text
OPERABLE
AutoCAD SHX Text
OPERABLE
AutoCAD SHX Text
FIXED
AutoCAD SHX Text
EXISTING COOLING TOWER
AutoCAD SHX Text
ROOFTOP
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
T.O. PAVERS
AutoCAD SHX Text
2
AutoCAD SHX Text
41'-0"
AutoCAD SHX Text
3
AutoCAD SHX Text
6
AutoCAD SHX Text
7
AutoCAD SHX Text
1
AutoCAD SHX Text
8
AutoCAD SHX Text
41'-8"
AutoCAD SHX Text
EXISTING COOLING TOWER
AutoCAD SHX Text
PROPOSED NORTH - SOUTH SECTION
AutoCAD SHX Text
1/4" = 1'-0"
AutoCAD SHX Text
02
AutoCAD SHX Text
EXISTING NORTH - SOUTH SECTION
AutoCAD SHX Text
1/4" = 1'-0"
AutoCAD SHX Text
01
Architect
Drawing Title
DATE: 09/19/18
Structural Engineer
330 W42 STREETNEW YORK NY 10036T 212 594 2010F 212 947 4381
Location Plan
DOB BSCAN
DOB STAMP
PROJECT No.: 1809CHK BY: RBDWG No.:
SEAL & SIGNATURE
446 West 14th Street
of
ProjectIssue Date
W 14th ST.
WA
SH
ING
TON
ST.
N
LPC Filing 09/19/18
T 212 989 2853
New York, NY 1001018 West 21st Street, 3rd Floor
Rodney D. Gibble Consulting Engineers
Landscape Architect
T 212 868 9411
New York, NY 10013107 Grand Street, 6th Floor
A211
EAST - WESTSECTIONS
18 19
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
ROOFTOP
AutoCAD SHX Text
41'-8"
AutoCAD SHX Text
41'-0"
AutoCAD SHX Text
T.O. PAVERS
AutoCAD SHX Text
EXISTING COOLING TOWER
AutoCAD SHX Text
EXISTING BULKHEAD
AutoCAD SHX Text
EXISTING ELEVATOR MACHINE ROOM
AutoCAD SHX Text
EXISTING BULKHEAD
AutoCAD SHX Text
NEW ROOF CANOPY
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
ROOFTOP
AutoCAD SHX Text
41'-8"
AutoCAD SHX Text
41'-0"
AutoCAD SHX Text
T.O. PAVERS
AutoCAD SHX Text
EXISTING COOLING TOWER
AutoCAD SHX Text
EXISTING BULKHEAD
AutoCAD SHX Text
EXISTING ELEVATOR MACHINE ROOM
AutoCAD SHX Text
EXISTING BULKHEAD
AutoCAD SHX Text
PROPOSED EAST - WEST SECTION
AutoCAD SHX Text
1/4" = 1'-0"
AutoCAD SHX Text
02
AutoCAD SHX Text
EXISTING EAST - WEST SECTION
AutoCAD SHX Text
1/4" = 1'-0"
AutoCAD SHX Text
01
Architect
Drawing Title
DATE: 09/19/18
Structural Engineer
330 W42 STREETNEW YORK NY 10036T 212 594 2010F 212 947 4381
Location Plan
DOB BSCAN
DOB STAMP
PROJECT No.: 1809CHK BY: RBDWG No.:
SEAL & SIGNATURE
446 West 14th Street
of
ProjectIssue Date
W 14th ST.
WA
SH
ING
TON
ST.
N
LPC Filing 09/19/18
T 212 989 2853
New York, NY 1001018 West 21st Street, 3rd Floor
Rodney D. Gibble Consulting Engineers
Landscape Architect
T 212 868 9411
New York, NY 10013107 Grand Street, 6th Floor
A400
DETAILS
19 19
AutoCAD SHX Text
B
AutoCAD SHX Text
EXISTING METAL CLADDING
AutoCAD SHX Text
STEEL ANGLE
AutoCAD SHX Text
METAL GUTTER PANEL
AutoCAD SHX Text
HSS 8X8
AutoCAD SHX Text
CONTINUOUS FLASHING
AutoCAD SHX Text
SECTION DETAIL
AutoCAD SHX Text
1-1/2" = 1'-0"
AutoCAD SHX Text
01
AutoCAD SHX Text
SECTION DETAIL
AutoCAD SHX Text
1-1/2" = 1'-0"
AutoCAD SHX Text
02
12345678
B
A
OPERABLE ROOF SUPPORT FRAMING PLAN N
12345678
B
A
ROOF PLAN N
LEGEND
GENERAL NOTES
BUILDING CODE AND DESIGN STANDARDS
“”
“”
“ ”
GENERAL
CAST-IN-PLACE CONCRETE
“ ”
STRUCTURAL STEEL
“”
“”
SPECIAL AND PROGRESS INSPECTIONS
ABBREVIATIONS USED ON DRAWINGS
“ ”
“ ”
“ ”
“ ”
NOTE REGARDING WAIVER OF CONCRETE TEST CYLINDERS ANDCONCRETE MIX DESIGNS
Architect
Drawing Title
DATE: 09/18/2018
Structural Engineer
330 W42 STREETNEW YORK NY 10036T 212 594 2010F 212 947 4381
Location Plan
DOB BSCAN
DOB STAMP
PROJECT No.: 18051CHK BY: RDGDWG No.:
SEAL & SIGNATURE
446 West 14th Street
of
ProjectIssue Date
W 14th ST.
WAS
HIN
GTO
N S
T.
N
LPC Filing 09/19/18
T 212 989 2853
New York, NY 1001018 West 21st Street, 3rd Floor
Rodney D. Gibble Consulting Engineers
Landscape Architect
T 212 868 9411
New York, NY 10013107 Grand Street, 6th Floor
HM White
1
ROOF PLAN &OPERABLE ROOFFRAMING PLAN
1
S-100.00
AutoCAD SHX Text
HSS12x8x~6
AutoCAD SHX Text
HSS12x8x~0
AutoCAD SHX Text
HSS12x8x~0
AutoCAD SHX Text
HSS12x8x~6
AutoCAD SHX Text
HSS8x8x~6
AutoCAD SHX Text
HSS8x8x~6
AutoCAD SHX Text
HSS8x8x~6
AutoCAD SHX Text
HSS8x8x~6
AutoCAD SHX Text
HSS8x8x~6
AutoCAD SHX Text
HSS8x8x~6
AutoCAD SHX Text
~2"=1'-0"
AutoCAD SHX Text
8
AutoCAD SHX Text
4
AutoCAD SHX Text
1
AutoCAD SHX Text
0
AutoCAD SHX Text
2
AutoCAD SHX Text
16
AutoCAD SHX Text
FT
AutoCAD SHX Text
HSS8x8x~6
AutoCAD SHX Text
HSS8x8x~6
AutoCAD SHX Text
EXTENT OF OPERABLE ROOF
AutoCAD SHX Text
(N) ENCLOSURE POST (TYP.)
AutoCAD SHX Text
HSS8x8x~6 (TYP. OF 4)
AutoCAD SHX Text
HSS8x8x~6
AutoCAD SHX Text
HSS8x8x~6
AutoCAD SHX Text
HSS8x8x~6
AutoCAD SHX Text
HSS8x8x~6
AutoCAD SHX Text
SPLICE (TYP. OF 4)
AutoCAD SHX Text
CONT. ~P FOR OPERABLE ROOF TRACK (TYP.)
AutoCAD SHX Text
T.O. STEEL
AutoCAD SHX Text
EL %%P51'-8"
AutoCAD SHX Text
APPROX WT OF (N) OPERABLE ROOF: 5PSF OVER AREA
AutoCAD SHX Text
~2"=1'-0"
AutoCAD SHX Text
8
AutoCAD SHX Text
4
AutoCAD SHX Text
1
AutoCAD SHX Text
0
AutoCAD SHX Text
2
AutoCAD SHX Text
16
AutoCAD SHX Text
FT
AutoCAD SHX Text
(N) POST FOR OPERABLE ROOF (TYP.)
AutoCAD SHX Text
(E) CONC COLUMN BELOW (TYP.)
AutoCAD SHX Text
DN
AutoCAD SHX Text
(E) MECHANICAL PLATFORM ABOVE
AutoCAD SHX Text
(E) MECHANICAL PLATFORM ABOVE
AutoCAD SHX Text
C1
AutoCAD SHX Text
C3
AutoCAD SHX Text
C2
AutoCAD SHX Text
C2
AutoCAD SHX Text
C3
AutoCAD SHX Text
C1
AutoCAD SHX Text
C1
AutoCAD SHX Text
C3
AutoCAD SHX Text
C2
AutoCAD SHX Text
C2
AutoCAD SHX Text
C3
AutoCAD SHX Text
C1
AutoCAD SHX Text
(E) CONC SLAB
AutoCAD SHX Text
(E) STAIR BULKHEAD
AutoCAD SHX Text
T.O. SLAB
AutoCAD SHX Text
EL +41'-0"
AutoCAD SHX Text
(E) STAIR & ELEVATOR BULKHEAD
AutoCAD SHX Text
(N) POST FOR OPERABLE ROOF (TYP.)
AutoCAD SHX Text
(E) CONC COLUMN BELOW (TYP.)
AutoCAD SHX Text
NEW STEEL MEMBER
AutoCAD SHX Text
EXIST. CONC BEAM
AutoCAD SHX Text
NEW STEEL POST w/ MARK
AutoCAD SHX Text
NEW MOMENT CONNECTION
AutoCAD SHX Text
C1
AutoCAD SHX Text
EXIST. WALL
AutoCAD SHX Text
EXIST. ONE-WAY SLAB DIRECTION
AutoCAD SHX Text
1. BUILDING CODE OF THE CITY OF NEW YORK, 2014 EDITION, BUILDING CODE OF THE CITY OF NEW YORK, 2014 EDITION, INCLUDING LATEST UPDATES AND LOCAL LAWS (“NYC BUILDING NYC BUILDING CODE”). ). 2. AMERICAN CONCRETE INSTITUTE ("ACI") “BUILDING CODE AMERICAN CONCRETE INSTITUTE ("ACI") “BUILDING CODE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE” ACI 318-11, AS ACI 318-11, AS ADOPTED AND AMENDED BY SECTION 1908 OF THE NYC BUILDING CODE. 3. AMERICAN INSTITUTE OF STEEL CONSTRUCTION ("AISC") AMERICAN INSTITUTE OF STEEL CONSTRUCTION ("AISC") SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS”, AISC 360-05, , AISC 360-05, AS ADOPTED AND AMENDED BY SECTION 2205 OF THE NYC BUILDING CODE. 1. THESE DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE THESE DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND MECHANICAL DRAWINGS. IF DISCREPANCIES EXIST, NOTIFY ENGINEER BEFORE PERFORMING WORK. 2. NOTES AND TYPICAL DETAILS APPLY TO ALL WORK UNLESS NOTES AND TYPICAL DETAILS APPLY TO ALL WORK UNLESS OTHERWISE NOTED. FOR CONDITIONS NOT SPECIFICALLY SHOWN, PROVIDE DETAILS OF A SIMILAR NATURE AND VERIFY APPLICABILITY BY SUBMITTING SHOP DRAWINGS FOR REVIEW. 3. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONDITIONS OF THE JOBSITE AT ALL TIMES, INCLUDING THE SAFETY OF PERSONS AND PROPERTY. THE PRESENCE OF THE ENGINEER OR HIS REPRESENTATIVES AT THE JOBSITE SHALL NOT CONSTITUTE ANY RESPONSIBILITY FOR JOBSITE SAFETY OR FOR THE CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION. 4. SHORING, BRACING AND PROTECTION OF EXISTING AND ADJACENT SHORING, BRACING AND PROTECTION OF EXISTING AND ADJACENT STRUCTURES DURING CONSTRUCTION IS THE SOLE REPONSIBILITY OF THE CONTRACTOR. ANY INFORMATION OR DETAILS PROVIDED HEREIN ARE SUGGESTIONS ONLY. 5. CHANGES OR DEVIATIONS FROM THESE DRAWINGS MUST BE CHANGES OR DEVIATIONS FROM THESE DRAWINGS MUST BE SUBMITTED IN WRITING ON THE CONTRACTOR'S LETTERHEAD AND ACCEPTED BY THE ENGINEER PRIOR TO THE START OF WORK. 6. DO NOT SCALE DRAWINGS FOR DIMENSIONAL INFORMATION. DO NOT SCALE DRAWINGS FOR DIMENSIONAL INFORMATION. 7. DETAILS HAVE BEEN PREPARED BASED UPON LIMITED KNOWLEDGE DETAILS HAVE BEEN PREPARED BASED UPON LIMITED KNOWLEDGE OF EXISTING CONDITIONS. DEVIATIONS FROM CONDITIONS INFERRED TO EXIST MAY OCCUR. NOTIFY ENGINEER PRIOR TO PERFORMING WORK IN ALL SUCH CASES. 8. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS IN THE FIELD AND SHALL BE RESPONSIBLE FOR ACCURATE INSTALLATION. ONLY FIELD-VERIFIED DIMENSIONS ARE TO BE USED FOR PREPARATION OF SHOP DRAWINGS. 9. DEFICIENT WORK SHALL BE REPLACED OR REPAIRED, AS DETERMINED DEFICIENT WORK SHALL BE REPLACED OR REPAIRED, AS DETERMINED BY THE ENGINEER, AT NO COST TO THE OWNER. 10. DO NOT CUT OR ALTER ANY EXISTING STRUCTURAL MEMBERS DO NOT CUT OR ALTER ANY EXISTING STRUCTURAL MEMBERS UNLESS SHOWN ON THESE DRAWINGS OR INSTRUCTED IN WRITING BY THE ENGINEER. 11. SEE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR SEE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR WATERPROOFING DETAILS AND REQUIREMENTS. 1. ALL CONCRETE WORKS SHALL COMPLY WITH ACI 301-05 ALL CONCRETE WORKS SHALL COMPLY WITH ACI 301-05 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS”. . 2. CONCRETE MIXES SHALL BE PREPARED IN ACCORDANCE WITH THE CONCRETE MIXES SHALL BE PREPARED IN ACCORDANCE WITH THE NYC BUILDING CODE AND SUBMITTED FOR REVIEW AT LEAST 14 DAYS PRIOR TO THE PLACEMENT OF CONCRETE. 3. CONCRETE SHALL BE NORMAL WEIGHT WITH MINIMUM 28-DAY CONCRETE SHALL BE NORMAL WEIGHT WITH MINIMUM 28-DAY STRENGTH OF 4,000 PSI AND MAXIMUM WATER/CEMENT RATIO OF 0.50 BY WEIGHT. 4. ALL REINFORCING BARS SHALL BE NEW BILLET STEEL CONFORMING ALL REINFORCING BARS SHALL BE NEW BILLET STEEL CONFORMING TO ASTM A615, GRADE 60. ALL WELDED WIRE FABRIC SHALL CONFORM TO THE STANDARDS OF ASTM A185. 5. ALL REINFORCEMENT SHALL BE SECURELY HELD IN POSITION WHILE ALL REINFORCEMENT SHALL BE SECURELY HELD IN POSITION WHILE PLACING CONCRETE. IF NECESSARY, ADDITIONAL BARS SHALL BE PROVIDED BY THE CONTRACTOR TO FURNISH SUPPORT. 1. ALL WORK SHALL CONFORM TO THE AISC “CODE OF STANDARD ALL WORK SHALL CONFORM TO THE AISC “CODE OF STANDARD CODE OF STANDARD PRACTICE FOR STEEL BULDINGS AND BRIDGES”, AISC 303-10. , AISC 303-10. 2. SHOP DRAWINGS, PREPARED IN ACCORDANCE WITH AISC “DETAILING SHOP DRAWINGS, PREPARED IN ACCORDANCE WITH AISC “DETAILING DETAILING FOR STEEL CONSTRUCTION”, SHALL BE SUBMITTED FOR REVIEW AND , SHALL BE SUBMITTED FOR REVIEW AND ACCEPTANCE PRIOR TO PERFORMING WORK. 3. OBTAIN ALL FIELD MEASUREMENTS REQUIRED FOR PROPER OBTAIN ALL FIELD MEASUREMENTS REQUIRED FOR PROPER FABRICATION AND INSTALLATION PRIOR TO THE START OF DETAILING AND FABRICATION. PRECISE MEASUREMENTS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. DETAILER SHALL VISIT JOBSITE AS MANY TIMES AS NECESSARY TO MEASURE EXISITNG CONDITIONS AS TO OBTAIN REQUIRED DIMENSIONS. 4. THE CONTRACTOR SHALL SUPPLY ALL ADDITIONAL STEEL, THE CONTRACTOR SHALL SUPPLY ALL ADDITIONAL STEEL, CONNECTIONS GUYING, ETC. REQUIRED FOR ERECTION AND SHALL BE SOLELY RESPONSIBLE FOR THE STABILITY AND SAFETY OF THE WORK DURING CONSTRUCTION. 5. WIDEFLANGE SHAPES SHALL BE ASTM A992 GRADE 50. ANGLES, WIDEFLANGE SHAPES SHALL BE ASTM A992 GRADE 50. ANGLES, CHANNELS, PLATES AND MISCELLANEOUS PIECES SHALL BE ASTM A36. STRUCTURAL STEEL TUBING SHALL BE ASTM A500, GRADE B. PIPES SHALL BE ASTM A53, GRADE B. 6. ALL WELDING ELECTRODES SHALL BE E70XX. MINIMUM FILLET WELD ALL WELDING ELECTRODES SHALL BE E70XX. MINIMUM FILLET WELD SIZES SHALL COMPLY WITH THE AISC SPECIFICATION, BUT SHALL NOT BE LESS THAN 1/4 INCH, U.O.N. THESE DRAWINGS. 7. ALL WELDING SHALL BE DONE BY NEW YORK CITY CERTIFIED ALL WELDING SHALL BE DONE BY NEW YORK CITY CERTIFIED WELDERS AND SHALL CONFORM TO THE AMERICAN WELDING SOCIETY AWS D1.1. 8. SLAG SHALL BE REMOVED FROM ALL WELDS FOR INSPECTION. SLAG SHALL BE REMOVED FROM ALL WELDS FOR INSPECTION. 9. ALL PIPES AND TUBES SHALL BE COMPLETELY SEALED WITH CAP ALL PIPES AND TUBES SHALL BE COMPLETELY SEALED WITH CAP PLATES. 10. CUTTING OR ENLARGEMENT OF BOLT HOLES WITH TORCHES IS CUTTING OR ENLARGEMENT OF BOLT HOLES WITH TORCHES IS STRICTLY PROHIBITED. 11. MEMBERS MAY ONLY BE SPLICED WHERE SPECIFICALLY DETAILED ON MEMBERS MAY ONLY BE SPLICED WHERE SPECIFICALLY DETAILED ON ACCEPTED SHOP DRAWINGS. 12. FIELD CUTTING OF STEEL IS ONLY PERMITTED WHERE SPECIFICALLY FIELD CUTTING OF STEEL IS ONLY PERMITTED WHERE SPECIFICALLY SHOWN ON ACCEPTED SHOP OR FIELD WORK DRAWINGS. 13. ALL BEAMS SHALL BE FABRICATED AND INSTALLED WITH NATURAL ALL BEAMS SHALL BE FABRICATED AND INSTALLED WITH NATURAL CAMBER UP. 1. GENERAL: GENERAL: IN ACCORDANCE WITH BC 1704.1.1.1, IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE A MINIMUM OF 72 HOURS OF ADVANCE NOTICE TO PERFORM SUCH INSPECTIONS. ANY WORK WHICH PROCEEDS WITHOUT REQUIRED INSPECTION(S) SHALL BE AT THE SOLE RISK AND RESPONSIBILITY OF THE CONTRACTOR AND HE/SHE SHALL THEREBY HOLD HARMLESS AND INDEMNIFY THE OWNER, ARHITECT, ENGINEER, AND SPECIAL INSPECTOR FROM ANY LIABILITY RESULTING FROM SUCH WORK. 2. SPECIAL INSPECTION ITEMS: SPECIAL INSPECTION ITEMS: STRUCTURAL STEEL - WELDING STRUCTURAL STEEL - DETAILS CONCRETE - CAST-IN-PLACE POST-INSTALLED ANCHORS (BB #2014-018, 2014-019) 1. U.O.N. DENOTES “UNLESS OTHERWISE NOTED”. U.O.N. DENOTES “UNLESS OTHERWISE NOTED”. DENOTES “UNLESS OTHERWISE NOTED”. UNLESS OTHERWISE NOTED”. . 2. V.I.F. DENOTES “VERIFY IN FIELD”. V.I.F. DENOTES “VERIFY IN FIELD”. DENOTES “VERIFY IN FIELD”. VERIFY IN FIELD”. . 3. (N) DENOTES “NEW”. (N) DENOTES “NEW”. DENOTES “NEW”. NEW”. . 4. (E) DENOTES “EXISTING”. (E) DENOTES “EXISTING”. DENOTES “EXISTING”. EXISTING”. . 5. T.O. DENOTES "TOP OF". T.O. DENOTES "TOP OF". DENOTES "TOP OF". 6. F.O. DENOTES "FACE OF". F.O. DENOTES "FACE OF". DENOTES "FACE OF". 7. E.W. DENOTES "EACH WAY". E.W. DENOTES "EACH WAY". DENOTES "EACH WAY". 8. E.F. DENOTES "EACH FACE". E.F. DENOTES "EACH FACE". DENOTES "EACH FACE". 9. T&B DENOTES "TOP AND BOTTOM". T&B DENOTES "TOP AND BOTTOM". DENOTES "TOP AND BOTTOM". 10. CLR DENOTES CLEAR COVER FOR REINFORCING BARS.CLR DENOTES CLEAR COVER FOR REINFORCING BARS.DENOTES CLEAR COVER FOR REINFORCING BARS.
AutoCAD SHX Text
1. BUILDING CODE OF THE CITY OF NEW YORK, 2014 EDITION, BUILDING CODE OF THE CITY OF NEW YORK, 2014 EDITION, INCLUDING LATEST UPDATES AND LOCAL LAWS (“NYC BUILDING NYC BUILDING CODE”). ). 2. AMERICAN CONCRETE INSTITUTE ("ACI") “BUILDING CODE AMERICAN CONCRETE INSTITUTE ("ACI") “BUILDING CODE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE” ACI 318-11, AS ACI 318-11, AS ADOPTED AND AMENDED BY SECTION 1908 OF THE NYC BUILDING CODE. 3. AMERICAN INSTITUTE OF STEEL CONSTRUCTION ("AISC") AMERICAN INSTITUTE OF STEEL CONSTRUCTION ("AISC") SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS”, AISC 360-05, , AISC 360-05, AS ADOPTED AND AMENDED BY SECTION 2205 OF THE NYC BUILDING CODE. 1. THESE DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE THESE DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND MECHANICAL DRAWINGS. IF DISCREPANCIES EXIST, NOTIFY ENGINEER BEFORE PERFORMING WORK. 2. NOTES AND TYPICAL DETAILS APPLY TO ALL WORK UNLESS NOTES AND TYPICAL DETAILS APPLY TO ALL WORK UNLESS OTHERWISE NOTED. FOR CONDITIONS NOT SPECIFICALLY SHOWN, PROVIDE DETAILS OF A SIMILAR NATURE AND VERIFY APPLICABILITY BY SUBMITTING SHOP DRAWINGS FOR REVIEW. 3. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONDITIONS OF THE JOBSITE AT ALL TIMES, INCLUDING THE SAFETY OF PERSONS AND PROPERTY. THE PRESENCE OF THE ENGINEER OR HIS REPRESENTATIVES AT THE JOBSITE SHALL NOT CONSTITUTE ANY RESPONSIBILITY FOR JOBSITE SAFETY OR FOR THE CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION. 4. SHORING, BRACING AND PROTECTION OF EXISTING AND ADJACENT SHORING, BRACING AND PROTECTION OF EXISTING AND ADJACENT STRUCTURES DURING CONSTRUCTION IS THE SOLE REPONSIBILITY OF THE CONTRACTOR. ANY INFORMATION OR DETAILS PROVIDED HEREIN ARE SUGGESTIONS ONLY. 5. CHANGES OR DEVIATIONS FROM THESE DRAWINGS MUST BE CHANGES OR DEVIATIONS FROM THESE DRAWINGS MUST BE SUBMITTED IN WRITING ON THE CONTRACTOR'S LETTERHEAD AND ACCEPTED BY THE ENGINEER PRIOR TO THE START OF WORK. 6. DO NOT SCALE DRAWINGS FOR DIMENSIONAL INFORMATION. DO NOT SCALE DRAWINGS FOR DIMENSIONAL INFORMATION. 7. DETAILS HAVE BEEN PREPARED BASED UPON LIMITED KNOWLEDGE DETAILS HAVE BEEN PREPARED BASED UPON LIMITED KNOWLEDGE OF EXISTING CONDITIONS. DEVIATIONS FROM CONDITIONS INFERRED TO EXIST MAY OCCUR. NOTIFY ENGINEER PRIOR TO PERFORMING WORK IN ALL SUCH CASES. 8. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS IN THE FIELD AND SHALL BE RESPONSIBLE FOR ACCURATE INSTALLATION. ONLY FIELD-VERIFIED DIMENSIONS ARE TO BE USED FOR PREPARATION OF SHOP DRAWINGS. 9. DEFICIENT WORK SHALL BE REPLACED OR REPAIRED, AS DETERMINED DEFICIENT WORK SHALL BE REPLACED OR REPAIRED, AS DETERMINED BY THE ENGINEER, AT NO COST TO THE OWNER. 10. DO NOT CUT OR ALTER ANY EXISTING STRUCTURAL MEMBERS DO NOT CUT OR ALTER ANY EXISTING STRUCTURAL MEMBERS UNLESS SHOWN ON THESE DRAWINGS OR INSTRUCTED IN WRITING BY THE ENGINEER. 11. SEE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR SEE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR WATERPROOFING DETAILS AND REQUIREMENTS. 1. ALL CONCRETE WORKS SHALL COMPLY WITH ACI 301-05 ALL CONCRETE WORKS SHALL COMPLY WITH ACI 301-05 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS”. . 2. CONCRETE MIXES SHALL BE PREPARED IN ACCORDANCE WITH THE CONCRETE MIXES SHALL BE PREPARED IN ACCORDANCE WITH THE NYC BUILDING CODE AND SUBMITTED FOR REVIEW AT LEAST 14 DAYS PRIOR TO THE PLACEMENT OF CONCRETE. 3. CONCRETE SHALL BE NORMAL WEIGHT WITH MINIMUM 28-DAY CONCRETE SHALL BE NORMAL WEIGHT WITH MINIMUM 28-DAY STRENGTH OF 4,000 PSI AND MAXIMUM WATER/CEMENT RATIO OF 0.50 BY WEIGHT. 4. ALL REINFORCING BARS SHALL BE NEW BILLET STEEL CONFORMING ALL REINFORCING BARS SHALL BE NEW BILLET STEEL CONFORMING TO ASTM A615, GRADE 60. ALL WELDED WIRE FABRIC SHALL CONFORM TO THE STANDARDS OF ASTM A185. 5. ALL REINFORCEMENT SHALL BE SECURELY HELD IN POSITION WHILE ALL REINFORCEMENT SHALL BE SECURELY HELD IN POSITION WHILE PLACING CONCRETE. IF NECESSARY, ADDITIONAL BARS SHALL BE PROVIDED BY THE CONTRACTOR TO FURNISH SUPPORT. 1. ALL WORK SHALL CONFORM TO THE AISC “CODE OF STANDARD ALL WORK SHALL CONFORM TO THE AISC “CODE OF STANDARD CODE OF STANDARD PRACTICE FOR STEEL BULDINGS AND BRIDGES”, AISC 303-10. , AISC 303-10. 2. SHOP DRAWINGS, PREPARED IN ACCORDANCE WITH AISC “DETAILING SHOP DRAWINGS, PREPARED IN ACCORDANCE WITH AISC “DETAILING DETAILING FOR STEEL CONSTRUCTION”, SHALL BE SUBMITTED FOR REVIEW AND , SHALL BE SUBMITTED FOR REVIEW AND ACCEPTANCE PRIOR TO PERFORMING WORK. 3. OBTAIN ALL FIELD MEASUREMENTS REQUIRED FOR PROPER OBTAIN ALL FIELD MEASUREMENTS REQUIRED FOR PROPER FABRICATION AND INSTALLATION PRIOR TO THE START OF DETAILING AND FABRICATION. PRECISE MEASUREMENTS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. DETAILER SHALL VISIT JOBSITE AS MANY TIMES AS NECESSARY TO MEASURE EXISITNG CONDITIONS AS TO OBTAIN REQUIRED DIMENSIONS. 4. THE CONTRACTOR SHALL SUPPLY ALL ADDITIONAL STEEL, THE CONTRACTOR SHALL SUPPLY ALL ADDITIONAL STEEL, CONNECTIONS GUYING, ETC. REQUIRED FOR ERECTION AND SHALL BE SOLELY RESPONSIBLE FOR THE STABILITY AND SAFETY OF THE WORK DURING CONSTRUCTION. 5. WIDEFLANGE SHAPES SHALL BE ASTM A992 GRADE 50. ANGLES, WIDEFLANGE SHAPES SHALL BE ASTM A992 GRADE 50. ANGLES, CHANNELS, PLATES AND MISCELLANEOUS PIECES SHALL BE ASTM A36. STRUCTURAL STEEL TUBING SHALL BE ASTM A500, GRADE B. PIPES SHALL BE ASTM A53, GRADE B. 6. ALL WELDING ELECTRODES SHALL BE E70XX. MINIMUM FILLET WELD ALL WELDING ELECTRODES SHALL BE E70XX. MINIMUM FILLET WELD SIZES SHALL COMPLY WITH THE AISC SPECIFICATION, BUT SHALL NOT BE LESS THAN 1/4 INCH, U.O.N. THESE DRAWINGS. 7. ALL WELDING SHALL BE DONE BY NEW YORK CITY CERTIFIED ALL WELDING SHALL BE DONE BY NEW YORK CITY CERTIFIED WELDERS AND SHALL CONFORM TO THE AMERICAN WELDING SOCIETY AWS D1.1. 8. SLAG SHALL BE REMOVED FROM ALL WELDS FOR INSPECTION. SLAG SHALL BE REMOVED FROM ALL WELDS FOR INSPECTION. 9. ALL PIPES AND TUBES SHALL BE COMPLETELY SEALED WITH CAP ALL PIPES AND TUBES SHALL BE COMPLETELY SEALED WITH CAP PLATES. 10. CUTTING OR ENLARGEMENT OF BOLT HOLES WITH TORCHES IS CUTTING OR ENLARGEMENT OF BOLT HOLES WITH TORCHES IS STRICTLY PROHIBITED. 11. MEMBERS MAY ONLY BE SPLICED WHERE SPECIFICALLY DETAILED ON MEMBERS MAY ONLY BE SPLICED WHERE SPECIFICALLY DETAILED ON ACCEPTED SHOP DRAWINGS. 12. FIELD CUTTING OF STEEL IS ONLY PERMITTED WHERE SPECIFICALLY FIELD CUTTING OF STEEL IS ONLY PERMITTED WHERE SPECIFICALLY SHOWN ON ACCEPTED SHOP OR FIELD WORK DRAWINGS. 13. ALL BEAMS SHALL BE FABRICATED AND INSTALLED WITH NATURAL ALL BEAMS SHALL BE FABRICATED AND INSTALLED WITH NATURAL CAMBER UP. 1. GENERAL: GENERAL: IN ACCORDANCE WITH BC 1704.1.1.1, IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE A MINIMUM OF 72 HOURS OF ADVANCE NOTICE TO PERFORM SUCH INSPECTIONS. ANY WORK WHICH PROCEEDS WITHOUT REQUIRED INSPECTION(S) SHALL BE AT THE SOLE RISK AND RESPONSIBILITY OF THE CONTRACTOR AND HE/SHE SHALL THEREBY HOLD HARMLESS AND INDEMNIFY THE OWNER, ARHITECT, ENGINEER, AND SPECIAL INSPECTOR FROM ANY LIABILITY RESULTING FROM SUCH WORK. 2. SPECIAL INSPECTION ITEMS: SPECIAL INSPECTION ITEMS: STRUCTURAL STEEL - WELDING STRUCTURAL STEEL - DETAILS CONCRETE - CAST-IN-PLACE POST-INSTALLED ANCHORS (BB #2014-018, 2014-019) 1. U.O.N. DENOTES “UNLESS OTHERWISE NOTED”. U.O.N. DENOTES “UNLESS OTHERWISE NOTED”. DENOTES “UNLESS OTHERWISE NOTED”. UNLESS OTHERWISE NOTED”. . 2. V.I.F. DENOTES “VERIFY IN FIELD”. V.I.F. DENOTES “VERIFY IN FIELD”. DENOTES “VERIFY IN FIELD”. VERIFY IN FIELD”. . 3. (N) DENOTES “NEW”. (N) DENOTES “NEW”. DENOTES “NEW”. NEW”. . 4. (E) DENOTES “EXISTING”. (E) DENOTES “EXISTING”. DENOTES “EXISTING”. EXISTING”. . 5. T.O. DENOTES "TOP OF". T.O. DENOTES "TOP OF". DENOTES "TOP OF". 6. F.O. DENOTES "FACE OF". F.O. DENOTES "FACE OF". DENOTES "FACE OF". 7. E.W. DENOTES "EACH WAY". E.W. DENOTES "EACH WAY". DENOTES "EACH WAY". 8. E.F. DENOTES "EACH FACE". E.F. DENOTES "EACH FACE". DENOTES "EACH FACE". 9. T&B DENOTES "TOP AND BOTTOM". T&B DENOTES "TOP AND BOTTOM". DENOTES "TOP AND BOTTOM". 10. CLR DENOTES CLEAR COVER FOR REINFORCING BARS.CLR DENOTES CLEAR COVER FOR REINFORCING BARS.DENOTES CLEAR COVER FOR REINFORCING BARS.
AutoCAD SHX Text
MARK
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
POST SCHEDULE
AutoCAD SHX Text
C1
AutoCAD SHX Text
HSS8x8x~6
AutoCAD SHX Text
C2
AutoCAD SHX Text
C3
AutoCAD SHX Text
HSS8x8x~0
AutoCAD SHX Text
HSS8x6x~6
AutoCAD SHX Text
THE WORK MEETS THE EXEMPTION CRITERIA OF BUILDING BULLETIN 2009-026, ITEM IV, AND I HEREBY ELECT TO WAIVE THE REQUIREMENT OF CONCRETE TESTING AND OF THE TR2 AND TR3 FOR THIS APPLICATION AND CERTIFY THAT: 1. THE TOTAL STRUCTURAL CONRETE SPECIFIED FOR THE PROJECT IS LESS THAN 50 CUBIC YARDS (38 m^3). 2. THE STRUCTURAL DESIGN OF THE CONCRETE IS BASED ON A SPECIFIED COMPRESSIVE STRENGTH, F'C, NO GREATER THAN 2,500 POUNDS PER SQUARE INCH (PSI) (17.2 MPa). 3. THE CONCRETE TO BE PLACED IS SPECIFIED TO HAVE A COMPRESSIVE STRENGTH OF AT LEAST 4,000 PSI (28 MPa).
