nyp acc project
DESCRIPTION
ÂTRANSCRIPT
-
DNUP
DN
DNUP
UP
DN
6
A-392
1
A-881
1
A-882
1
A-883
1
A-882
13KV
KC-02-SH10
SHAFT
KC-02-SH11
FA/BMS
KC-02-208
DN
SHAFT
KC-02-SH05
IDF (TELECOM)
KC-02-210
ELEV SE06
KC-02-SE06
STAIR C
KC-02-S05
ELEV SE07
KC-02-SE07
ELEV PE21
KC-02-PE21
ELEV PE22
KC-02-PE22
ELEV SE04
KC-02-SE04
ELEV SE05
KC-02-SE05
12 1
A
10 9 8 6.9 4 3 22.33.64.1
G.9
A.6
F
H
J
K
L
J.2
G
B.1
E.5
J.8
7
A-3051
3A-343
2
A-201
1
A-201
1
A-202
2
A-202
1A-345
3A-345
2A-345
2A-221
2A-221
1A-221
1A-221
1A-222
1A-222
2A-222
2A-222
11
A-3183
5.8 4.2
PROPERTY LINE
B
ELEC
KC-02-211
CORR
KC-02-200K
CORR
KC-02-200H
A-3104
PIPE CHASE
KC-02-SH08
PIPE CHASE
KC-02-SH06
T/FIN FL
53' - 0"
0220
81
HR
FP
SC
02S051 HR FPSC
02S031 HR FPSC
0220
0K
T/FIN FL
53' - 0"
7' -
10
3/4"
3' -
5"
8' -
8 3
/8"
30' -
4"
8' -
11
1/2"
13KV
KC-02-SH07
SHAFT
KC-02-SH18
A-96113
02200.2 02200.1
6
2F6
2F6
2F6Q
OPEN TO BELOW
OPEN TO BELOW
OPEN TO BELOW
OPEN TO BELOW
OPEN TO BELOW
OPEN TOBELOW
0221
1
HR
FP
SC
0221
0
HR
FP
SC
SHAFT
KC-02-SH12
PARKING EXHSHAFT
KC-02-SH20
2A-286
ELEVPRESSURIZATION
FAN RM
KC-02-215A
MECH EQUIPPLATFORM
KC-02-215
EJECTOR PANELRM
KC-02-212
6A-942
ROOF DRAIN, BELOW PAVERS
ROOF SLOPE, BELOW PAVERS
02S02 HR FPSC
E.8
A-215
4
0.5
%
1.4%
0.5
%0.5
%
1.4%
0.5
%0.5
%
1.4%
0.5
%0.5
%
1.4%
0.5
%0.5
%
1.4%
0.5
%0.5
%
1.4%
0.5
%
5' - 6"
2' -
5"
13' -
6 1
/2"
5' - 6"
2' -
6"
13' -
6"
5' - 6"
2' -
6"
13' -
8 1
/2"
2' -
2"
13' -
11"
5' - 6"
18' -
0"
5' - 6"
2' -
0"
C
D
C.9
F.2
D.3
11.5 7.6
022051 HR FPSC
0221
21
HR
FP
SC
02206.11 HR FPSC
02200H1 HR FPSC
0220
9
8A-345
0221
5A
HR
FP
SC
FEC26
FEC27
FEC06
14
BUL2
14
BUL2
14
BUL2
JC
KC-02-209
ELEV PE18
KC-02-PE18
ELEV PE20
KC-02-PE20
ELEV PE17
KC-02-PE17
ELEV PE16
KC-02-PE16
ELEV PE15
KC-02-PE15
ELEV PE12
KC-02-PE12
ELEV PE13
KC-02-PE13
ELEV PE14
KC-02-PE14
SHAFT
KC-02-SH01
ELEC
KC-02-200
STAIR B
KC-02-S03
OPEN TO BELOW
T/SLAB
53' - 0"
T/SLAB
52' - 9"
T/SLAB
52' - 9"
T/FIN FL
53' - 0"
0220
1.1
0220
1.2
0220
2
02203
0220
4
0220
6D
0220
6C
0220
6E
02206B
0220
6.2
COLD STORAGE
KC-02-206A
DRY STORAGE
KC-02-206B
PREP
KC-02-206
SOUTH SEATINGAREA
KC-02-207D
CENTER SEATINGAREA
KC-02-207C
NORTH SEATINGAREA
KC-02-207B
UPPER WAITINGAREA
KC-02-207
LOBBY STAIR
KC-02-S07
CORR
KC-02-200C
OVERBUILD ELEVLOBBY
KC-02-200A
MAIN ELEV LOBBY
KC-02-200B
COFFEE/HEALTHBAR
KC-02-207A
SERVERY
KC-02-205
QUIET LOUNGE
KC-02-201
MEN'S PUBLICTOILET
KC-02-202
VEST
KC-02-203A
VEST
KC-02-202A
FAMILY TLT
KC-02-203
VEST
KC-02-204A
WOMEN'S PUBLICTOILET
KC-02-204
SERVERY
KC-02-205
5' -
5"
TRASH HOLD
KC-02-209A
CASH
KC-02-206C
ID#16572
OFF
KC-02-206D
ID#16571
STF TLT
KC-02-206E
T/FIN FL
53' - 0"
9' - 0 3/8"
SMALL CONF RM
KC-02-230
CONCIERGE
KC-02-229
OFF
KC-02-228
STAIR
KC-02-S06
OFF
KC-02-222
OFF
KC-02-223
OFF
KC-02-224
QUIET LOUNGE
KC-02-221
ELEV LOBBY
KC-02-200K
OFF
KC-02-226
PHONE
KC-02-225
ELECTRICALRISER
ELECTRICALRISER
CORR
KC-02-200D
CORR
KC-02-200F
CORR
KC-02-200E
02226
02228
0222
7
022291 HR FPSC
0222
4
0222
3
0222
2
0220
1D
02200P.1
LINE OF FLOOR ABOVE
HP
52' - 6 3/4"
HP
52' - 6 3/4"
HP
52' - 6 3/4"
HP
52' - 6 3/4"
HP
52' - 6 3/4"
HP
52' - 6 3/4"
HP
52' - 6 3/4"
LP
52' - 5 3/4"
LP
52' - 5 3/4"
LP
52' - 5 3/4"
LP
52' - 5 3/4"
LP
52' - 5 3/4"
LP
52' - 5 3/4"
T/SLAB
56' - 0"
17
BUL7
17
BUL7
16
BUL6
STAIR E
KC-02-S02
A-28719
2A6AG
FD
FS
FD
FD
FS
FS
FS
FD
FS
FS
FS
FS
FSFD
FSFS
FS
FS
FS
CORR
KC-02-200L
TLT
KC-02-231
02231A
02231
02229A
CLOSET
KC-02-227
CLOSET
KC-02-229A
CLOSET
KC-02-231A
NOUR
KC-02-221A
JC
KC-02-201D
OPEN TOBELOW
OPEN TO BELOW
OPEN TO BELOW
OPEN TO BELOW
OPEN TO BELOW
OPEN TO BELOW
OPEN TO BELOW
OPEN TO BELOW
OPEN TO BELOW
OPEN TO BELOW
OPEN TO BELOW
OPEN TO BELOW
OPEN TO BELOW
OPEN TO BELOW
OPEN TO BELOW
OPEN TO BELOW
OPEN TOBELOW
OPEN TOBELOW
OPEN TO BELOW
OPEN TOBELOW
EDGE OF PLATFORM
5' -
5"
7' - 6 3/4"
6' - 8" 4' - 0" 20' - 0" 8' - 0" 21' - 8" 6' - 4"
12' -
0"
56' -
0"
48' -
0"
12' -
0"
28' -
0"
8' -
0"
5'-10" 6'-6 3/4" 38'-9 1/2" 6'-6 1/2" 12'-1"
WALL ABOVE(0R2A)
EXTENT OF BUSINESS LEASE SPACE
2' - 3" 15' - 8 1/2" 13' - 0 1/2" 24' - 0" 24' - 0" 24' - 0" 9' - 7" 14' - 5" 3" 23' - 9" 8' - 0" 48' - 0" 6' - 0"
2' - 0"
8' - 1 1/4" 15' - 10 3/4" 15' - 10 3/4" 8' - 1 1/4" 9' - 11" 2' - 1"
2' -
1"
10' -
8 3
/4"
7' -
7 1
/4"
10"
19' -
8"
10' -
8"
10"
5' -
6"
12' -
6"
8' -
10
3/4"
5' -
1 1
/4"
5' -
2"
8' -
7"
16' -
9"
1' -
6"
32' -
0"
4' -
8"
19' -
11
1/2"
7' -
4 1
/2"
18' -
4"
2' -
1"
275' - 0"
200'
- 1
0"
150' - 0"
100'
- 5
"
1' -
0"
99' -
5"
125' - 0"
1' - 0" 29' - 0" 56' - 0" 64' - 0"
CONVECTORCOVER T/SLAB
53' - 0"
STRUCTURAL STEELHANGARS WITHINTUMESCENTFIREPROOFING (TYP FOR 7)
STRUCTURAL STEEL HANGARSWITH INTUMESCENTFIREPROOFING (TYP FOR 7)
CONVECTOR COVER
CONVECTORCOVER, TYP
48" GLASS GUARDRAIL
FEC
STANDPIPE
FEC26
1' -
3"
1' - 3"
1' - 0"
1' - 0"
ELEV PE19
KC-02-PE19
02S06
48" GLASS GUARDRAIL
GLASS GUARDRAIL
GLASS GUARDRAIL
GLASS GUARDRAIL
METAL LADDER
02230
STRUCTURAL STEEL HANGARSWITH INTUMESCENTFIREPROOFING (TYP FOR 7)
20
BUL10
21
ADD5A-301
7
SIM
2F6Q
2F6Q
21
ADD5
21
ADD5
ELECTRICAL RISER
ELECTRICAL RISER
21
ADD5
21
ADD5
21BUL11
21
ADD5
WALL ABOVE(0R2A)
21
ADD5
21
ADD5
5A-945
SIM
21
ADD5
CONVECTORCOVER
21
ADD5
FEC26
21
ADD5
FEC26 21
ADD5
21
ADD5
21
ADD5
21
ADD5
3' - 5 5/8"
11 3
/8"
8' - 0"
5' -
2"
1' - 11 1/8"
5' -
2 5
/8"
2' - 10 5/8"
1' -
0 1
/2"
10' - 5 1/8"
4' -
6 1
/8"
21
ADD5
21
ADD5
21
ADD5
21
ADD5
21
ADD521
ADD5
21
ADD5
21
ADD5
FEC27
FEC26
0C62F6
21
ADD5
21
ADD5
21
ADD5
02215B HR FPSC
ELEV CONTROLRM
KC-02-215B
GREASEINTERCEPTORBELOW
21
ADD5
21
ADD5
02200P.2
MATCHLINEA-804
A-803MATCHLINE
A-804
A-803
21
ADD5
21
ADD5
01. ALL ELEVATIONS REFER TO MANHATTAN BOROUGH DATUM, WHICH IS 2.75 LESS THAN NATIONAL GEODETIC VERTICAL DATUM (NGVD).
02. PROVIDE 6 GAP FROM FACE OF WALL TO INTERIOR PROPERTY LINE
03. REFER TO SHEETS A-920, A-921 AND A-922 FOR PARTITION TYPES AND NOTES.
04. PROVIDE UL LABELED FIRESTOP ASSEMBLY SYSTEM TO MATCH WALL RATING AT ALL PENETRATIONS THROUGH RATED WALLASSEMBLIES.
05. EXTEND ALL PARTITIONS TO UNDERSIDE OF THE DECK ABOVE, UON.
06. PROVIDE ADDITIONAL STUDS AS REQUIRED FOR MEP DEVICES, SUCH AS OUTLETS AND THERMOSTATS, SO THAT THEY ARE LOCATEDAS PER ARCHITECTURAL PLANS AND ELEVATIONS.
07. INFILL & FIREPROOF ALL SLAB PENETRATIONS AS REQUIRED WITH UL LABELED 2HR. (VERIFY RATING) RATING SYSTEM. SEESTRUCTURAL AND MEP DRAWINGS FOR ADDITIONAL INFORMATION.
08. REFER TO FEC LOCATIONS REQUIRING LEVEL 5 WALL FINISH. FIRE EXTINGUISHER (FE) FIRE EXTINGUISHER CABINET (FEC) AND FIREHOSE CABINETS (FHC) SHALL BE LOCATED ON WALLS AS DIMENSIONED, REFER TO SHEET A-017 FOR MOUNTING HEIGHTS.
09. LOCATE ALL DOOR OPENINGS 4" FROM ADJACENT WALLS, UON.
10. ALL FIRE EXTINGUISHERS ARE FE01, UON. INSTALL IN ACCORDANCE WITH ALL APPLICABLE CODE REQUIREMENTS; VERIFY LOCALSIGNAGE REQUIREMENTS. PAINT DOOR TO MATCH ADJACENT WALL.
11. PROVIDE DUST PROOF SEALERS AT ALL EXPOSED CONCRETE SLAB SURFACES THAT ARE NOT SCHEDULED TO RECEIVE FINISHFLOORING.
12. CONFIRM WITH EQUIPMENT SUPPLIER THE PRECISE NUMBER, SIZE & LOCATION OF CONCRETE EQUIPMENT PADS REQUIRED TOSUPPORT AND/OR MAINTAIN MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION AND COMMUNICATIONS EQUIPMENT.
13. PARTITIONS ARE DIMENSIONED FROM THE FACE OF PARTITION, UON.
14. STRUCTURAL STEEL FRAMING MEMBERS CONCEALED FROM VIEW, EXCEPT ELEVATOR HOISTWAYS, SHALL BE PROTECTED WITHAPPLIED FIREPROOFING TYPE FP01 IN ACCORDANCE WITH SPECIFICATION SECTION 07 8100 AND THE REQUIREMENTS DESCRIBEDHEREIN
15. STRUCTURAL STEEL FRAMING MEMBERS EXPOSED TO VIEW IN MECHANICAL AND ELECTRICAL ROOMS, CELLAR, AND OTHER AREAS NOTCONCEALED BY OTHER CONSTRUCTION, AND STRUCTURAL STEEL FRAMING MEMBERS EXPOSED IN ELEVATOR HOISTWAYS, SHALL BEPROTECTED WITH APPLIED FIREPROOFING TYPE FP02 ROLLED FLAT IN ACCORDANCE WITH SPECIFICATION SECTION 07 81 00 AND THEREQUIREMENTS DESCRIBED HEREIN.
16. ALL AESS HANGERS SHALL RECEIVE INTUMESCENT FIRE PROOFING.
17. AREAS WHERE FLOOR SLAB DEPRESSIONS ARE INDICATED, WILL REQUIRE APPLIED FIRE PROOFING AT THE UNDERSIDE OF THE MTLDECK. COORDINATE EXTENTS WITH ARCHITECTURAL EDGE OF SLAB DRAWINGS - AS SERIES. REFER TO NOTE 14 AND 15 FOR APPLIEDFIRE PROOFING TYPE REQUIREMENTS.
18. PROVIDE APPLIED FIREPROOFING AS FOLLOWS:STRUCTURAL FRAME INCLUDING COLUMNS, GIRDERS, & TRUSSES 3 HRSSTRUCTURAL FRAME SUPPORTING ROOF ONLY 2 HRSFLOOR CONSTRUCTION INCLUDING SUPPORTING BEAMS AND JOISTS 2 HRSROOF CONSTRUCTION INCLUDING SUPPORTING BEAMS AND JOISTS 1 1/2 HRS
19. WHERE CONCRETE ENCASEMENT IS INDICATED ON THE PRIMARY OR SECONDARY STRUCTURAL STEEL FRAMING, PROVIDE MATERIALTHICKNESSES IN ACCORDANCE WITH 2008 NEW YORK CITY BUILDING CODE SECTION BC 721.5 CALCULATED FIRE RESISTANCE FORSTEEL ASSEMBLIES. SEE DETAIL 17/A-939 & 21/A-939.
20. WHERE REQUIREMENTS FOR FIREPROOFING CONFLICT, PROVIDE THE MORE RESTRICTIVE REQUIREMENTS.
21. ALL PARTITIONS ARE DIMENSIONED FROM FACE OF PARTITION TYPE AS INDICATED, UON. MAINTAIN ALL DIMENSIONS MARKED"CLEAR" OR "CLR" ALLOWING FOR THICKNESSES OF ALL WALL FINISHES; DIMENSION SHALL NOT VARY MORE THAN +/- 1/8" WITHOUTWRITTEN CONSENT FROM THE ARCHITECT.
22. ALL DIMENSIONS TO THE EXTERIOR WALLS ARE TO THE INSIDE FACE OF WINDOW SILL OR PARTITION.
23. ALL WOOD TO BE FIRE RETARDANT, UON.
24. ALL SIGNAGE IS NIC, UON.
25. PROVIDE TYPE 0A4A PARTITION ABOVE GLAZING TO SLAB ABOVE, UON.
26. PROVIDE WATERPROOF MEMBRANE, WPSXX AT RESTROOMS; LAP 4" AFF AT WALLS, UON.
27. VERIFY PARTITION LAYOUT WITH ARCHITECT PRIOR TO PROCEEDING WITH CONSTRUCTION.
28. WHERE FURRED PARTITIONS EXCEED MAXIMUM LIMITING HEIGHT, BRACE TO ADJACENT STURCTURE, PER DETAIL.
29. PROVIDE MTL STUD ANCHOR BRACKETS AS DETAILED AT LOCATIONS INCLUDING BUT NOT LIMITED TO: GRAB BARS, SHELVING,OVERHEAD CABINETS, SIGNAGE, TOILET ROOMS ACCESSORIES, ETC.
30. REFER TO PL SHEETS FOR FLOOR DRAIN LOCATIONS
31. PAINT/STENCIL FIRE AND/OR SMOKE RATING OF PARTITION USING 6" HIGH LETTERS IN RED PAINT, 1'-0" ABOVE CEILING LINE, EVERY 20'-0" OR ONCE PER WALL. NOTE SHALL INDICATE FIRE AND/OR SMOKE RESISTANT AND HOURLY RATING AND INCLUDE "PROTECT ALLOPENINGS"
32. REFER TO ID -2000 SERIES FOR WALL PROTECTION INFORMATION, COORDINATE EXTENTS AND LOCATIONS OF CORNER GUARDS ANDREQUIRED BLOCKING.
33. REFER TO EDGE OF SLAB DRAWINGS FOR DEPRESSIONS AND EXTENTS OF FIRE PROOFING.
34. THE LOCATION OF ALL ELECTRICAL, FIRE PROTECTION, PLUMBING, VERTICAL TRANSPORTATION AND MECHANICAL WALL MOUNTEDDEVICES INCLUDING ACCCESS DOORS AND PANELS IN PUBLIC SPACES ARE TO BE AS INDICATED ON ARCHITECTURAL INTERIOR ORELEVATIONS OR ON DIAGRAM OF TYPICAL MOUNTING HEIGHTS COORDINATED ELEVATIONS SIGNED OFF BY ALL TRADES, TO BESUBMITTED TO THE ARCHITECT AND ENGINEER FOR REVIEW AS A STANDARD SHOP DRAWING SUBMITTAL FOR ANY SPACE WHEREWOOD PANELING OR INTERIOR WALL FINISHES AND STONEWORK IS REQUIRED.
35. NOT ALL REQUIRED CONCRETE CURBS ARE INDICATED ON THE STRUCTURAL DRAWINGS. DRAWINGS OF ALL TRADES (ARCHITECTURAL,MECHANICAL, PLUMBING, FIRE PROTECTION AND ELECTRICAL) MUST BE EXAMINED FOR THE SIZE AND LOCATION OF CONCRETE CURBS.
IN MECHANICAL SPACES PROVIDE ALL CONCRETE PADS AND CURBS AS REQUIRED BY FINAL COORDINATION WITHIN THE SCOPE OF THEBID. PADS AND CURBS INDICATED ON ARCHITECTURAL DRAWINGS ARE FOR GENERAL REFENCE ONLY.
36. USE DIELECTRIC SEPARATOR ON ALL DISSIMILAR MTLS.
37. SLAB PENETRATIONS FOR PIPES, CONDUITS, ETC. (OUTSIDE OF RATED SHAFTS ENCLOSURES) ARE TO BE FIRESTOPPING WITH ULLABELED 2HR. (VERIFY RATING) RATED SYSTEM. ALL MULTI-PIPE PENETRATIONS TO HAVE MULTI-PIPE FIRESTOPPING SYTEMS.
38. ELEVATOR DIVIDER BEAMS WITHIN ELEVATOR SHAFTS THAT ONLY SUPPORT ELEVATOR RAILS SHALL NOT HAVE SPRAY-ON-FIREPROOFING. PROVIDE 2HR (VERIFY RATING) SPRAY-ON-PROOFING AT BEAMS THAT SUPPORT ELEVATOR RAIL, SLABS, AND WALLS.
39. KEYNOTES, GENERAL NOTES AND SHEET NOTES ARE APPLICABLE FOR ALL FLOORS LISTED.
40. FLOOR FINISH IN MECHANICAL, ELECTRICAL, AND OTHER BACK OF HOUSE ROOMS SHALL EXTEND ONTO & INCLUDE ANY CURBS INSUCH ROOMS
GENERAL FLOOR PLAN NOTES
RECESSED FIRE EXTINGUISHER CABINET
NEW CASEWORK / MILLWORK, COORDINATE WITH POWER & DATA PLAN
DENOTES GLASS PARTITIONS. REFER TO ELEVATIONS & SECTIONS
DOOR, FRAME & HARDWARE ASSEMBLY AS INDICATED ON SHEET A900
FEC
0110
1.1
INDICATES AREA NOT IN CONTRACT.
2A
4A
PARTITION TYPE
PARTITION TYPE WITH MODIFIER
INDICATES ALIGNMENT OF FINISH SURFACES
ALIGN
SOFFIT, CABINET OR OTHER ITEMS ABOVE
FLOOR PLAN LEGEND
FIRE RATED CONSTRUCTION LEGEND
SPRAY ON FIREPROOFING - EXTENTS AS INDICATED
FLOOR DRAIN
FLOOR SINK
FD
FS
AREA DRAINAD
1 HR FIRE RATED CONSTRUCTION
2 HR FIRE RATED CONSTRUCTION
3 HR FIRE RATED CONSTRUCTION
4HR FIRE RATED CONSTRUCTION
0 HR SMOKE PARTITION
1 HR RATED FIRE AND SMOKE BARRIER
2 HR RATED FIRE AND SMOKE BARRIER
AN "S" MODIFIER IN THE FIRE RATINGTAG FOR A FIRE RATED PARTITIONINDICATES A SMOKE BARRIER REQUIREMENT.REFER TO INTERIOR PARTITION TYPESHEETS FOR DETAILS.
1-STRUCTURAL STEEL BEAMS, MTL DECK, ETC. SHALL BE PROTECTED WITH 3HR. SPRAY-ONFIREPROOFING, TYPE FP0.
2-STRUCTURAL STEEL BEAMS, GIRDERS, COLUMNS SHALL BE PROTECTED WITH 3HR. SPRAY-ONFIREPROOFING, FP2, AT ALL ELEVATOR HOISWAYS AND MECHANICAL / ELECTRICAL SPACES ATBASEMENT AND PENTHOUSE, UNLESS NOTED OTHER WISE.
3-PROVIDE TOP COAT SEALER ON SPRAY-ON FIRE PROOFING WITHIN DATA ROOM, SERVER ROOM,TELECOM CLOSETS, AND ELECTRICAL ROOMS.
4-PROVIDE 3HR RATED INTUMESCENT FIREPROOFING, IF01 ON EXPOSED STRUCTURAL STEELDIAGONAL BRACING MEMBERS AND GUSSET PLATES, UNLESS NOTED OTHERWISE.
SHEET NOTES:
PN
0 Sheet Number
Original drawing is 48 x 36 Do not scale contents of this drawing
Sheet Title
Professional Seals
Key Plan
No. Issue Description YYYY-MM-DD
In Association with
Project
All reproduction & intellectual property rights reserved 2012
New York, NY 10018t +1 212 741 1200 f +1 212 633 1163
Prepared For
Contract No
1065 Ave of the Americas, 6th FloorHOK
.
523 East 70th Street, New York, NY 10021
Project No:
Drawn by:
Reviewed by:
ofSheet
Start Date:
B-SCAN
Ballinger
833 Chestnut Street, Suite 1400Philadelphia, PA 19107
Medical Architects
Thornton Tomasetti
51 Madison AvenueNew York, NY 10010
Structural Engineers
Syska Hennessy Group
1515 BroadwayNew York, NY 10036
MEP/FP Engineers
Van Deusen & Associates
5 Regent Street, Suite 524Livingston, NJ 07039
Vertical Transportation Systems Consultants
AKRF
440 Park Avenue South, 7th FloorNew York, NY 10016
Civil Engineer
Cerami and Associates
404 Fifth AvenueNew York, NY 10018
Acoustical Consultants
86 Thomas Leighton BlvdCumberland, RI 02864
Material Management Consultants
116 East 27th StNew York, NY 10016
Lighting Design Consultants
CT + Associates LLC
Cline Bettridge Bernstein Lighting Design
375 Hudson StNew York, NY 10014
Construction ManagerTurner Construction Co.
1283 York Avenue, New York, NY 10065
NewYork-PresbyterianHospital
225 West 34th Street, 14 Penn PlazaNew York, NY 10122
Geotechnical EngineersMueser Rutledge Consulting Engineers
629 Fifth AvenuePelham, NY 10803
Project Development & Management ConsultantsPeter J. Romano & Co.
NewYork-Presbyterian
DOB APPROVAL STAMP
192 Lexington Avenue, Suite 804New York, NY 10016
Food Service ConsultantsJacobs | Doland | Beer
417 5th AvenueNew York, NY 10016
IT, Medical Equipment & Security ConsultantShen Milsom & Wilke
Pei Cobb Freed & Partners
88 Pine StreetNew York, NY 10005
Consulting Architects
69TH STREET
68TH STREET
YO
RK
AV
E
DAVID H.KOCH
CENTER
8' 16' 24' 32'
GRAPHIC SCALE: 1 INCH = 8 FEET
12/2
2/2
014 3
:25:3
5 P
M
2ND FLOOR PLAN
A-102.00
David H. Koch Center
12.07002.00
Checker
Author
12.07002.00
2012-06-18
1/8" = 1'-0"12ND FLOOR - FLOOR PLAN
1 SD - PRICING SET 2012-08-03
2 CONFORMED SD PRICING SET 2013-06-03
3 ISSUED FOR 50% DESIGN DEVELOPMENT 2013-10-21
4 ISSUED FOR D.O.B. REVIEW 2013-11-06
5 ISSUED FOR CURTAIN WALL BIDDING 2014-01-13
6 ISSUED FOR 100% DESIGN DEVELOPMENT 2014-01-31
7 ISSUED FOR FOUNDATION BIDDING 2014-02-07
8 ISSUED FOR D.O.B. REVIEW 2014-02-28
9 ISSUED FOR BID - STRUC & VERT TRANS. 2014-04-04
10 ISSUED FOR CON 132362-C 2014-04-07
11 STRUC & VERT TRANS ADDENDUM 1 2014-04-25
12 ISSUED FOR D.O.B. REVIEW 2014-06-02
13 ISSUED FOR FOUNDATION CONST 2014-06-09
14 ISSUED FOR 50% CDS / BULLETIN 2 2014-07-17
15 RE-ISSUED FOR D.O.B. REVIEW 2014-08-11
16 ISSUED FOR BULLETIN 6 2014-09-05
17 ISSUED FOR BULLETIN 7 2014-10-07
18 ISSUED FOR D.O.B. REVIEW 2014-10-22
19 ISSUED FOR GMP 3 BID 2014-10-31
20 ISSUED FOR BULLETIN 10 2014-11-25
21 ISSUED FOR ADDENDUM 5 / BULLETIN 11 2014-12-22
21
ADD5
-
DNDN UP
UP
DN UP
CB
1
A-393
PLBG EQUIP
KC-03-309
ELEC
KC-03-343
STAIR A
KC-03-S01
SHAFT
KC-03-SH16
SHAFT
KC-03-SH17
FA/BMS
KC-03-314
SHAFT
KC-03-SH11
13KV SUPPORTCHAMBER
KC-03-SH10
IDF (TELECOM)
KC-03-312
PIPE CHASE
KC-03-SH06
ELEV SE07
KC-03-SE07
ELEV SE06
KC-03-SE06
ELEV PE22
KC-03-PE22
ELEV PE21
KC-03-PE21
ELEV SE01
KC-03-SE01
ELEV SE04
KC-03-SE04
ELEV SE05
KC-03-SE05
ELEV PE14
KC-03-PE14
ELEV PE13
KC-03-PE13
ELEV PE12
KC-03-PE12
ELEV PE15
KC-03-PE15
ELEV PE16
KC-03-PE16
ELEV PE17
KC-03-PE17
ELEV PE20
KC-03-PE20
ELEV PE19
KC-03-PE19
ELEV PE18
KC-03-PE18
STAIR B
KC-03-S03
SHAFT
KC-03-SH01
ELEC
KC-03-300
SHAFT
KC-03-SH05
ELEC
KC-03-311
STAIR C
KC-03-S05
12 1
A
10 9 8 6.9 4 3 22.33.64.1
G.9
A.6
F
H
J
K
L
J.2
E
G
B.1
E.5
J.8
SHAFT
KC-03-SH15
7
A-3052
A-3111
A-3014
3A-343
A-3151
SHAFT
KC-03-SH08
2
A-201
1
A-201
1
A-202
2
A-202
1A-345
3A-345
2A-345
2A-221
2A-221
1A-221
1A-221
1A-222
1A-222
2A-222
2A-222
11 5.8 4.2
A-3184
PROPERTY LINE
B
OPEN TOBELOW
0331
01
HR
FP
SC
0331
41
HR
FP
SC
0331
1
HR
FP
SC
0331
2
HR
FP
SC
03300.1 03300.2
03S031 HR FPSC
0334
3
HR
FP
SC
03344 HR FPSC
03SH07.23 HR FPSC
03S
H07
.1
03S011 HR FPSC
03SH10.23 HR FPSC
13KV SUPPORTCHAMBER
KC-03-SH07
WARMING PANTRY
KC-03-310
03S051 HR FPSC
PROPERTY LINE
03345 HR FPSC
03346 HR FPSC
ELEVATOR GOVERNORPANEL ACCESS CATWALK(ABOVE CEILING)
IT RISER
KC-03-347
2F6
2A6
0C1Q
2A6Q
0C4Q0C4Q
0C4Q
0C4Q
OC2Q
0C4Q
0C4Q
OC2Q
0C4Q
0C4Q
0C4E
0C1E
0334
7
6
SSDS RISER CHASE
SSDS RISER CHASE
SSDS RISER
03S
H10
.10
HR
FP
SC
0331
6
03303A1 HR FPSC
EXTENT OFBUSINESSLEASESPACE
PANTRY STOR
KC-03-310A
6" CONCEQUIP PAD
2" CONCRETEPAD
2" CONCRETEPAD
E.8
033131 HR FPSC
C
D
C.9
F.2
D.3
03300F1 HR FPSC
03305A1 HR FPSC
03300T1 HR FPSC
FE
C06
FEC06
FE
C06
03302.41 HR FPSC
10
BUL2
10
BUL2
03300B
CORR
KC-03-300F
KITCHEN MEP
KC-03-313
03300L.11 HR FPSC
03307.3
MAINT ACCESS
KC-03-316
0330
6
033091 HR FPSC
03310A.1
03310A.2
03301.31 HR FPSC
G
CONF RM
KC-03-307
CONF RM
KC-03-301
TLT
KC-03-308A
VEST
KC-03-308
FAMILY TLT
KC-03-308B
TLT
KC-03-308C
CONF RM
KC-03-302
CONF RM
KC-03-303
CORR
KC-03-300E
SMALL CONF RM
KC-03-304
SMALL CONF RM
KC-03-305
MAIN ELEV LOBBY
KC-03-300B
OVERBUILD ELEVLOBBY
KC-03-300A
CORR
KC-03-300C
STOR
KC-03-307BSTOR
KC-03-307A
CORR
KC-03-300D
03308A
0330
8B
03308C
03307A
0330
7.2
03301.1
03301.2
03302.2
03303.1
03303.2
03305.1
03305.2
VEST
KC-03-303A
VEST
KC-03-305A
03303.3
T/SLAB
67' - 0"
6' -
0"
10' - 3 1/2"
4' - 8"
5' - 0"
0C4Q
ELECTRICALRISER
ELECTRICALRISER
ELECTRICALRISER
T/FIN FL
67' - 0"
PIPE CHASE
KC-03-SH09
03302.31 HR FPSC
03301.41 HR FPSC
13
BUL7
13
BUL7
13
BUL7
LOCK - M
KC-03-318
CORR
KC-03-300H
CORR
KC-03-300P
LOCK - F
KC-03-317
CORR
KC-03-300L
ELEV LOBBY
KC-03-300G
BREAKOUT
KC-03-315A
WAITING AREA
KC-03-315
STAIR
KC-03-S06QUIET LOUNGE
KC-03-333
OFF
KC-03-332OFF
KC-03-331
CORR
KC-03-300M
CORR
KC-03-300K
CORR
KC-03-300J
OFF
KC-03-330
OFF
KC-03-329
CORR
KC-03-300N
OFF
KC-03-328
OFF
KC-03-337
CLOSET
KC-03-327A
OFF
KC-03-335
TLT
KC-03-334
OFF
KC-03-338
OFF
KC-03-339
OFF
KC-03-324
OFF
KC-03-323
OFF
KC-03-341
OFF
KC-03-340
TOUCHDOWN
KC-03-325
STF TLT
KC-03-326
OFF
KC-03-327
CORR
KC-03-300R
JC
KC-03-346
SOIL HOLD
KC-03-345
STOR
KC-03-344
MEETING RM
KC-03-321
12
BUL6
CORR
KC-03-300T
HYDRATION
KC-03-319WAITING AREA
KC-03-321A
WAITING AREA
KC-03-322A
MEETING RM
KC-03-322
CLOSET
KC-03-322B
CLOSET
KC-03-322C
CLOSET
KC-03-321C
CLOSET
KC-03-321B
CORR
KC-03-300Q
2F6
2A6Q
2F6Q
JC
KC-03-306
A-5035
1A-923
2A-923
DOUBLEEGRESS
OPEN TOBELOW
EDGE OF 3RD FLOORBALCONY / FULL HEIGHTGLASS WALL
OPEN TO 2ND FLOORBALCONY BELOW
EDGE OF BALCONYBELOW
A-9366
0C4Q
A-9436 SIM
A-3161
5' - 0"11' - 9 7/8" 11' - 9 7/8" 11' - 9 7/8" 2' - 1"
7' -
0"
7' -
5 5
/8"
6' -
3 1
/4"
6' -
3 1
/4"
7' -
5 5
/8"
7' -
0"
4' - 11 3/8"5' - 10 1/2"
3' -
2"
1' -
2 1
/8"
11' -
3 3
/4"
4' -
0"1
' - 1
1 1/
8"6'
- 7
3/4
"
1' -
6"
9"1'
- 6
"
1' -
6"
8' -
4 5
/8"
1' -
6 7
/8"
8' - 0" 9' - 4 3/4"
4' -
0"
1' -
1 3
/8"
4' -
0"
11' -
9 7
/8"
1' -
9 7
/8"
WAITING AREA
KC-03-320A
6' -
3 3
/8"
1' -
4 3
/4"
2' -
1"
1' -
1 1
/2"
3' -
6 3
/8"
1' -
11
3/4"
5' -
8 1
/2"
3' -
3 1
/4"2
' - 4
"
0330
7.1
03S06 HR FPSC
WALL ABOVE(0R2A)
WALL ABOVE(0R2A)
WALL ABOVE(0R2A)
WALL ABOVE(0R2A)
WALL ABOVE(0R2A)
WALL ABOVE(0R2A)
FEC26
EXTENT OF BUSINESS LEASE SPACE
0A4A0A6A
0A4A
0A4A
0A6A
0A4A0A4A0A4A
0A4A
0A6
0A4A
0A6
0A4A 0A4A 0A4A
0A4A0A4A0A4AQ
0A4AQ0A4A0C4A
0C4A 0C4A
0C4A
0A4A
0C4A
0A4A 0A4A
0A6A0A4A
0A4AE0C4A
0C4E
0C4E0C4E
0A4A
0A4A
0C4A
0A4A
0A4A
0C4A
0C4AQ 0C4AQ
0C4A
0A4A 0A4AQ
0A4A
0E0Q
0E0Q
0E0
0E0Q
1' -
1"
3' -
11
1/2"
6' -
0"
6' -
0"
0E0Q
0E0
0A4A
0E0Q 0A4AQ
0A4A
0A4A
0A4A
0A4A
0E0
0E0
0E0
0E0
0A6
0E0Q0A4A
0E0Q
0E0Q
0E0
0A4A
0E0Q
3' -
11
1/2"
0A4A0A4A
0A4A
0A4A0A4A
0A4A
0A4A
0A4A
0C4A
0E0
0E0
0E0
0E0
0C4A
0A4A
0A4A0C4A
0E0
0E0
0E0
0E0
0A4A
0A4A
0E0
0E0
0E0
0E00A4A2' - 1"
2' - 10 1/4"
2' - 3" 28' - 9" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 3" 23' - 9" 8' - 0" 48' - 0" 6' - 0"
2' - 0"
8' - 1 1/4" 15' - 10 3/4" 15' - 10 3/4" 8' - 1 1/4" 9' - 11" 2' - 1"
2' -
1"
10' -
8 3
/4"
7' -
7 1
/4"
10"
19' -
8"
10' -
8"
10"
5' -
6"
12' -
6"
8' -
10
3/4"
5' -
1 1
/4"
5' -
2"
8' -
7"
16' -
9"
1' -
6"
32' -
0"
4' -
8"
19' -
11
1/2"
7' -
4 1
/2"
18' -
4"
2' -
1"
275' - 0"
200'
- 1
0"
100'
- 1
1"
6"99
' - 1
1"
125' - 0"
1' - 0" 29' - 0" 56' - 0" 56' - 0" 8' - 0"
155' - 0" 56' - 0" 56' - 0" 8' - 0"
FEC01
FEC
FEC21
CONVECTOR COVER2'
- 1
"1'
- 9
"
6"
1' - 9"
1' - 0"
FS
TRELLIS BELOW
FS
6"
03300H
03318.2
03317.2
03333A
03317.1
03318.1
03300P
03322
03321
03320
03320B
03320C
03321B
03321C
03322B
03322C
03323
03324
03325
03338
03339
03340
03341
03337
03335
03300L.2
03328.1 03329.1 03330.103330A
03334
0333103330.203329.203328.203327.2
03327A
03327.1
03300K
03347
03300R
03332
03304
GUTTER
03302.1
MTL LADDER & ACCESS PANELIN PLATFORM GRATING
03307B
6"
SIMA-261
6
17
ADD5
0330
0S1
HR
FP
SC
CORR
KC-03-300S
17
ADD5
17
ADD5
17
ADD5
16
BUL10
SIM
A-2652
17
ADD5
SIMA-261
6
2F6
17
ADD5
ELECTRICAL RISER
ELECTRICAL RISER
17
ADD5
17
ADD5
149' - 0"
17BUL11
17
ADD5
17
ADD5
17
ADD5
17
ADD5
17
ADD5
17
ADD5
17
ADD5
17
ADD5
5A-945
SIM
17
ADD5
CONVECTORCOVER
17
ADD5
17
ADD5
FEC27
FEC26
17
ADD5
17
ADD5
0332
6
0330
0Q
MATCHLINEA-806
A-805MATCHLINE
A-806
A-805
17
ADD5
17
ADD5
17
ADD5
01. ALL ELEVATIONS REFER TO MANHATTAN BOROUGH DATUM, WHICH IS 2.75 LESS THAN NATIONAL GEODETIC VERTICAL DATUM (NGVD).
02. PROVIDE 6 GAP FROM FACE OF WALL TO INTERIOR PROPERTY LINE
03. REFER TO SHEETS A-920, A-921 AND A-922 FOR PARTITION TYPES AND NOTES.
04. PROVIDE UL LABELED FIRESTOP ASSEMBLY SYSTEM TO MATCH WALL RATING AT ALL PENETRATIONS THROUGH RATED WALLASSEMBLIES.
05. EXTEND ALL PARTITIONS TO UNDERSIDE OF THE DECK ABOVE, UON.
06. PROVIDE ADDITIONAL STUDS AS REQUIRED FOR MEP DEVICES, SUCH AS OUTLETS AND THERMOSTATS, SO THAT THEY ARE LOCATEDAS PER ARCHITECTURAL PLANS AND ELEVATIONS.
07. INFILL & FIREPROOF ALL SLAB PENETRATIONS AS REQUIRED WITH UL LABELED 2HR. (VERIFY RATING) RATING SYSTEM. SEESTRUCTURAL AND MEP DRAWINGS FOR ADDITIONAL INFORMATION.
08. REFER TO FEC LOCATIONS REQUIRING LEVEL 5 WALL FINISH. FIRE EXTINGUISHER (FE) FIRE EXTINGUISHER CABINET (FEC) AND FIREHOSE CABINETS (FHC) SHALL BE LOCATED ON WALLS AS DIMENSIONED, REFER TO SHEET A-017 FOR MOUNTING HEIGHTS.
09. LOCATE ALL DOOR OPENINGS 4" FROM ADJACENT WALLS, UON.
10. ALL FIRE EXTINGUISHERS ARE FE01, UON. INSTALL IN ACCORDANCE WITH ALL APPLICABLE CODE REQUIREMENTS; VERIFY LOCALSIGNAGE REQUIREMENTS. PAINT DOOR TO MATCH ADJACENT WALL.
11. PROVIDE DUST PROOF SEALERS AT ALL EXPOSED CONCRETE SLAB SURFACES THAT ARE NOT SCHEDULED TO RECEIVE FINISHFLOORING.
12. CONFIRM WITH EQUIPMENT SUPPLIER THE PRECISE NUMBER, SIZE & LOCATION OF CONCRETE EQUIPMENT PADS REQUIRED TOSUPPORT AND/OR MAINTAIN MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION AND COMMUNICATIONS EQUIPMENT.
13. PARTITIONS ARE DIMENSIONED FROM THE FACE OF PARTITION, UON.
14. STRUCTURAL STEEL FRAMING MEMBERS CONCEALED FROM VIEW, EXCEPT ELEVATOR HOISTWAYS, SHALL BE PROTECTED WITHAPPLIED FIREPROOFING TYPE FP01 IN ACCORDANCE WITH SPECIFICATION SECTION 07 8100 AND THE REQUIREMENTS DESCRIBEDHEREIN
15. STRUCTURAL STEEL FRAMING MEMBERS EXPOSED TO VIEW IN MECHANICAL AND ELECTRICAL ROOMS, CELLAR, AND OTHER AREAS NOTCONCEALED BY OTHER CONSTRUCTION, AND STRUCTURAL STEEL FRAMING MEMBERS EXPOSED IN ELEVATOR HOISTWAYS, SHALL BEPROTECTED WITH APPLIED FIREPROOFING TYPE FP02 ROLLED FLAT IN ACCORDANCE WITH SPECIFICATION SECTION 07 81 00 AND THEREQUIREMENTS DESCRIBED HEREIN.
16. ALL AESS HANGERS SHALL RECEIVE INTUMESCENT FIRE PROOFING.
17. AREAS WHERE FLOOR SLAB DEPRESSIONS ARE INDICATED, WILL REQUIRE APPLIED FIRE PROOFING AT THE UNDERSIDE OF THE MTLDECK. COORDINATE EXTENTS WITH ARCHITECTURAL EDGE OF SLAB DRAWINGS - AS SERIES. REFER TO NOTE 14 AND 15 FOR APPLIEDFIRE PROOFING TYPE REQUIREMENTS.
18. PROVIDE APPLIED FIREPROOFING AS FOLLOWS:STRUCTURAL FRAME INCLUDING COLUMNS, GIRDERS, & TRUSSES 3 HRSSTRUCTURAL FRAME SUPPORTING ROOF ONLY 2 HRSFLOOR CONSTRUCTION INCLUDING SUPPORTING BEAMS AND JOISTS 2 HRSROOF CONSTRUCTION INCLUDING SUPPORTING BEAMS AND JOISTS 1 1/2 HRS
19. WHERE CONCRETE ENCASEMENT IS INDICATED ON THE PRIMARY OR SECONDARY STRUCTURAL STEEL FRAMING, PROVIDE MATERIALTHICKNESSES IN ACCORDANCE WITH 2008 NEW YORK CITY BUILDING CODE SECTION BC 721.5 CALCULATED FIRE RESISTANCE FORSTEEL ASSEMBLIES. SEE DETAIL 17/A-939 & 21/A-939.
20. WHERE REQUIREMENTS FOR FIREPROOFING CONFLICT, PROVIDE THE MORE RESTRICTIVE REQUIREMENTS.
21. ALL PARTITIONS ARE DIMENSIONED FROM FACE OF PARTITION TYPE AS INDICATED, UON. MAINTAIN ALL DIMENSIONS MARKED"CLEAR" OR "CLR" ALLOWING FOR THICKNESSES OF ALL WALL FINISHES; DIMENSION SHALL NOT VARY MORE THAN +/- 1/8" WITHOUTWRITTEN CONSENT FROM THE ARCHITECT.
22. ALL DIMENSIONS TO THE EXTERIOR WALLS ARE TO THE INSIDE FACE OF WINDOW SILL OR PARTITION.
23. ALL WOOD TO BE FIRE RETARDANT, UON.
24. ALL SIGNAGE IS NIC, UON.
25. PROVIDE TYPE 0A4A PARTITION ABOVE GLAZING TO SLAB ABOVE, UON.
26. PROVIDE WATERPROOF MEMBRANE, WPSXX AT RESTROOMS; LAP 4" AFF AT WALLS, UON.
27. VERIFY PARTITION LAYOUT WITH ARCHITECT PRIOR TO PROCEEDING WITH CONSTRUCTION.
28. WHERE FURRED PARTITIONS EXCEED MAXIMUM LIMITING HEIGHT, BRACE TO ADJACENT STURCTURE, PER DETAIL.
29. PROVIDE MTL STUD ANCHOR BRACKETS AS DETAILED AT LOCATIONS INCLUDING BUT NOT LIMITED TO: GRAB BARS, SHELVING,OVERHEAD CABINETS, SIGNAGE, TOILET ROOMS ACCESSORIES, ETC.
30. REFER TO PL SHEETS FOR FLOOR DRAIN LOCATIONS
31. PAINT/STENCIL FIRE AND/OR SMOKE RATING OF PARTITION USING 6" HIGH LETTERS IN RED PAINT, 1'-0" ABOVE CEILING LINE, EVERY 20'-0" OR ONCE PER WALL. NOTE SHALL INDICATE FIRE AND/OR SMOKE RESISTANT AND HOURLY RATING AND INCLUDE "PROTECT ALLOPENINGS"
32. REFER TO ID -2000 SERIES FOR WALL PROTECTION INFORMATION, COORDINATE EXTENTS AND LOCATIONS OF CORNER GUARDS ANDREQUIRED BLOCKING.
33. REFER TO EDGE OF SLAB DRAWINGS FOR DEPRESSIONS AND EXTENTS OF FIRE PROOFING.
34. THE LOCATION OF ALL ELECTRICAL, FIRE PROTECTION, PLUMBING, VERTICAL TRANSPORTATION AND MECHANICAL WALL MOUNTEDDEVICES INCLUDING ACCCESS DOORS AND PANELS IN PUBLIC SPACES ARE TO BE AS INDICATED ON ARCHITECTURAL INTERIOR ORELEVATIONS OR ON DIAGRAM OF TYPICAL MOUNTING HEIGHTS COORDINATED ELEVATIONS SIGNED OFF BY ALL TRADES, TO BESUBMITTED TO THE ARCHITECT AND ENGINEER FOR REVIEW AS A STANDARD SHOP DRAWING SUBMITTAL FOR ANY SPACE WHEREWOOD PANELING OR INTERIOR WALL FINISHES AND STONEWORK IS REQUIRED.
35. NOT ALL REQUIRED CONCRETE CURBS ARE INDICATED ON THE STRUCTURAL DRAWINGS. DRAWINGS OF ALL TRADES (ARCHITECTURAL,MECHANICAL, PLUMBING, FIRE PROTECTION AND ELECTRICAL) MUST BE EXAMINED FOR THE SIZE AND LOCATION OF CONCRETE CURBS.
IN MECHANICAL SPACES PROVIDE ALL CONCRETE PADS AND CURBS AS REQUIRED BY FINAL COORDINATION WITHIN THE SCOPE OF THEBID. PADS AND CURBS INDICATED ON ARCHITECTURAL DRAWINGS ARE FOR GENERAL REFENCE ONLY.
36. USE DIELECTRIC SEPARATOR ON ALL DISSIMILAR MTLS.
37. SLAB PENETRATIONS FOR PIPES, CONDUITS, ETC. (OUTSIDE OF RATED SHAFTS ENCLOSURES) ARE TO BE FIRESTOPPING WITH ULLABELED 2HR. (VERIFY RATING) RATED SYSTEM. ALL MULTI-PIPE PENETRATIONS TO HAVE MULTI-PIPE FIRESTOPPING SYTEMS.
38. ELEVATOR DIVIDER BEAMS WITHIN ELEVATOR SHAFTS THAT ONLY SUPPORT ELEVATOR RAILS SHALL NOT HAVE SPRAY-ON-FIREPROOFING. PROVIDE 2HR (VERIFY RATING) SPRAY-ON-PROOFING AT BEAMS THAT SUPPORT ELEVATOR RAIL, SLABS, AND WALLS.
39. KEYNOTES, GENERAL NOTES AND SHEET NOTES ARE APPLICABLE FOR ALL FLOORS LISTED.
40. FLOOR FINISH IN MECHANICAL, ELECTRICAL, AND OTHER BACK OF HOUSE ROOMS SHALL EXTEND ONTO & INCLUDE ANY CURBS INSUCH ROOMS
GENERAL FLOOR PLAN NOTES
RECESSED FIRE EXTINGUISHER CABINET
NEW CASEWORK / MILLWORK, COORDINATE WITH POWER & DATA PLAN
DENOTES GLASS PARTITIONS. REFER TO ELEVATIONS & SECTIONS
DOOR, FRAME & HARDWARE ASSEMBLY AS INDICATED ON SHEET A900
FEC
0110
1.1
INDICATES AREA NOT IN CONTRACT.
2A
4A
PARTITION TYPE
PARTITION TYPE WITH MODIFIER
INDICATES ALIGNMENT OF FINISH SURFACES
ALIGN
SOFFIT, CABINET OR OTHER ITEMS ABOVE
FLOOR PLAN LEGEND
FIRE RATED CONSTRUCTION LEGEND
SPRAY ON FIREPROOFING - EXTENTS AS INDICATED
FLOOR DRAIN
FLOOR SINK
FD
FS
AREA DRAINAD
1 HR FIRE RATED CONSTRUCTION
2 HR FIRE RATED CONSTRUCTION
3 HR FIRE RATED CONSTRUCTION
4HR FIRE RATED CONSTRUCTION
0 HR SMOKE PARTITION
1 HR RATED FIRE AND SMOKE BARRIER
2 HR RATED FIRE AND SMOKE BARRIER
AN "S" MODIFIER IN THE FIRE RATINGTAG FOR A FIRE RATED PARTITIONINDICATES A SMOKE BARRIER REQUIREMENT.REFER TO INTERIOR PARTITION TYPESHEETS FOR DETAILS.
1-STRUCTURAL STEEL BEAMS, MTL DECK, ETC. SHALL BE PROTECTED WITH 3HR. SPRAY-ONFIREPROOFING, TYPE FP0.
2-STRUCTURAL STEEL BEAMS, GIRDERS, COLUMNS SHALL BE PROTECTED WITH 3HR. SPRAY-ONFIREPROOFING, FP2, AT ALL ELEVATOR HOISWAYS AND MECHANICAL / ELEECTRICAL SPACES ATBASEMENT AND PENTHOUSE, UNLESS NOTED OTHER WISE.
3-PROVIDE TOP COAT SEALER ON SPRAY-ON FIRE PROOFING WITHIN DATA ROOM, SERVER ROOM,TELECOM CLOSETS, AND ELECTRICAL ROOMS.
4-PROVIDE 3HR RATED INTUMESCENT FIREPROOFING, IF01 ON EXPOSED STRUCTURAL STEELDIAGONAL BRACING MEMBERS AND GUSSET PLATES, UNLESS NOTED OTHERWISE.
SHEET NOTES:
PN
0 Sheet Number
Original drawing is 48 x 36 Do not scale contents of this drawing
Sheet Title
Professional Seals
Key Plan
No. Issue Description YYYY-MM-DD
In Association with
Project
All reproduction & intellectual property rights reserved 2012
New York, NY 10018t +1 212 741 1200 f +1 212 633 1163
Prepared For
Contract No
1065 Ave of the Americas, 6th FloorHOK
.
523 East 70th Street, New York, NY 10021
Project No:
Drawn by:
Reviewed by:
ofSheet
Start Date:
B-SCAN
Ballinger
833 Chestnut Street, Suite 1400Philadelphia, PA 19107
Medical Architects
Thornton Tomasetti
51 Madison AvenueNew York, NY 10010
Structural Engineers
Syska Hennessy Group
1515 BroadwayNew York, NY 10036
MEP/FP Engineers
Van Deusen & Associates
5 Regent Street, Suite 524Livingston, NJ 07039
Vertical Transportation Systems Consultants
AKRF
440 Park Avenue South, 7th FloorNew York, NY 10016
Civil Engineer
Cerami and Associates
404 Fifth AvenueNew York, NY 10018
Acoustical Consultants
86 Thomas Leighton BlvdCumberland, RI 02864
Material Management Consultants
116 East 27th StNew York, NY 10016
Lighting Design Consultants
CT + Associates LLC
Cline Bettridge Bernstein Lighting Design
375 Hudson StNew York, NY 10014
Construction ManagerTurner Construction Co.
1283 York Avenue, New York, NY 10065
NewYork-PresbyterianHospital
225 West 34th Street, 14 Penn PlazaNew York, NY 10122
Geotechnical EngineersMueser Rutledge Consulting Engineers
629 Fifth AvenuePelham, NY 10803
Project Development & Management ConsultantsPeter J. Romano & Co.
NewYork-Presbyterian
DOB APPROVAL STAMP
192 Lexington Avenue, Suite 804New York, NY 10016
Food Service ConsultantsJacobs | Doland | Beer
417 5th AvenueNew York, NY 10016
IT, Medical Equipment & Security ConsultantShen Milsom & Wilke
Pei Cobb Freed & Partners
88 Pine StreetNew York, NY 10005
Consulting Architects
69TH STREET
68TH STREET
YO
RK
AV
E
DAVID H.KOCH
CENTER
8' 16' 24' 32'
GRAPHIC SCALE: 1 INCH = 8 FEET
12/2
2/2
014 2
:34:4
3 P
M
3RD FLOOR PLAN
A-103.00
David H. Koch Center
12.07002.00
Checker
Author
12.07002.00
2012-06-18
1/8" = 1'-0"13RD FLOOR - FLOOR PLAN
1 CONFORMED SD PRICING SET 2013-06-03
2 ISSUED FOR 50% DESIGN DEVELOPMENT 2013-10-21
3 ISSUED FOR CURTAIN WALL BIDDING 2014-01-13
4 ISSUED FOR 100% DESIGN DEVELOPMENT 2014-01-31
5 ISSUED FOR D.O.B. REVIEW 2014-02-28
6 ISSUED FOR BID - STRUC & VERT TRANS. 2014-04-04
7 ISSUED FOR CON 132362-C 2014-04-07
8 ISSUED FOR D.O.B. REVIEW 2014-06-02
9 ISSUED FOR FOUNDATION CONST 2014-06-09
10 ISSUED FOR 50% CDS / BULLETIN 2 2014-07-17
11 RE-ISSUED FOR D.O.B. REVIEW 2014-08-11
12 ISSUED FOR BULLETIN 6 2014-09-05
13 ISSUED FOR BULLETIN 7 2014-10-07
14 ISSUED FOR D.O.B. REVIEW 2014-10-22
15 ISSUED FOR GMP 3 BID 2014-10-31
16 ISSUED FOR BULLETIN 10 2014-11-25
17 ISSUED FOR ADDENDUM 5 / BULLETIN 11 2014-12-22
17
ADD5
17
ADD5
-
C - 1
C - 4
C - 1
S2
S2
S2
S2S2
C -
1
C -
1
C - 4
C -
1
C - 1
C - 1
C - 1
C - 1
C - 1
S2
S2
S2
S2
S2 S2
S2
S2
S2
S2
S2
S2 S2 S2
S2 S2
S2S2
S2 S2
S2 S2
S2 S2
S2
S2 S2
C - 1
C - 2A
C -
1
S2
S2
S2
S2
S2
S2
S2
S2
S2
S2
S2
S2
S2
S2
S4
S2 S2
OS
OS
FS
SD
OS
OSOS OS
FS SD
SD FSOS
OS
OS
OS
SD
OS
OSOS
OS
OS
FS
FS
FS
SD
FS
OS
OS
FS
FSFS
FS
OS
VS
OS
FS
FS
OS
FS
SD FS
FS
FS
SD
FS
FS
OS
SD
SD
SD
OS
OS
OS
OS
OS
OS
OS OS
OS
OS
OS
OS
OS
SD
OS
2
A-421
1' - 6"
1' -
6"
2' -
6"
4
A-884
6
A-881
C - 1
FS
HD
OS
SD
VS
PS
6"
12 1
A
10 9 8 6.9 4 3 22.33.64.1
G.9
A.6
F
H
J
K
L
J.2
E
G
B.1
E.5
J.8
57
KC-02-210
KC-02-SE04
KC-02-SE05
KC-02-SE06
KC-02-SE07
11 5.8 4.2
KC-02-208
KC-02-PE21
KC-02-PE22
B
KC-02-SH05
KC-02-200K
KC-02-200H
KC-02-SH18
OPEN TO ABOVE
KC-02-S05
KC-02-SH10
KC-02-SH11
KC-02-211
KC-02-SH07
KC-02-SH08
KC-02-SH06
6
3' - 8"
EXTENT OF BUSINESS LEASE SPACE
KC-02-SH12
KC-02-212
E.8
C
D
C.9
F.2
D.3
9'-0" AFF TO BOTTOM OFTRELLIS STRUCTURE
9'-0" AFF TO BOTTOM OFTRELLIS STRUCTURE
11.5 7.6
KC-02-PE18 KC-02-PE20
KC-02-PE15 KC-02-PE16 KC-02-PE17
KC-02-PE12 KC-02-PE13 KC-02-PE14
KC-02-201
KC-02-203AKC-02-203KC-02-204A KC-02-202A
KC-02-202KC-02-204
KC-02-205
KC-02-207B
KC-02-207A
KC-02-207C
KC-02-207D
KC-02-209
KC-02-206E KC-02-206D KC-02-206C
KC-02-206
KC-02-206B
KC-02-206A
KC-02-200
KC-02-S03
KC-02-200B
KC-02-200A
KC-02-200C
KC-02-200P
WT01
WT01
WT01
WT01
WT01
WT01
WT01
WT01
WT01
WT01
WT01
WT01
WT01
WT01
WT01
WT01
WT01
WT01
WT01
WT01
WT01
WT01
WT01WT01WT01WT01WT01WT01
WT01
WT01WT01WT01WT01WT01WT01
WT01
WT02WT02 WT02 WT02 WT02 WT02 WT02 WT02
WT01
WT01
OPEN TO ABOVE
OPEN TO ABOVE
OPEN TO ABOVE
OPEN TO ABOVE
OPEN TO ABOVE
OPEN TO ABOVE
OPEN TO ABOVE
OPEN TO ABOVE
OPEN TO ABOVE
OPEN TO ABOVE
OPEN TO ABOVE
OPEN TO ABOVE
OPEN TO ABOVE
OPEN TO ABOVE
OPEN TO ABOVE
OPEN TOABOVE
OPEN TOABOVE
OPEN TO ABOVE
WT01
OPEN TO ABOVE
KC-02-SH20
KC-02-SH01
KC-02-221
KC-02-222KC-02-223KC-02-224
KC-02-226
KC-02-228
KC-02-221A
KC-02-225
KC-02-S06
KC-02-200K
KC-02-230KC-02-231
KC-02-227
KC-02-200L
KC-02-229
KC-02-209A
KC-02-200D
KC-02-200E
KC-02-200F
KC-02-201D
KC-02-229A
KC-02-231A
KC-02-S02
LINE INDICATES PORTION OF SLAB ABOVETO RECEIVE SPRAY ON THERMAL INSULATIONTO ACHIEVE R-30
56' - 0"
EQEQ
2' -
0"
GWB01
8' - 2 3/8"AFF
GWB01
12' - 1 3/4"AFF
GWB01
11' - 8"AFF
EQEQ
EQ
2E
Q2
WALL-MOUNTEDCONTINUOUSLIGHT FIXTURE
MATCHLINEA-814.00
A-813.00
MATCHLINEA-814.00
A-813.00
2' - 3" 15' - 8 1/2" 13' - 0 1/2" 24' - 0" 24' - 0" 24' - 0" 9' - 7" 14' - 5" 3" 23' - 9" 8' - 0" 48' - 0" 6' - 0"
2' - 0"
8' - 1 1/4" 15' - 10 3/4" 15' - 10 3/4" 8' - 1 1/4" 9' - 11" 2' - 1"
2' -
1"
10' -
8 3
/4"
7' -
7 1
/4"
10"
19' -
8"
10' -
8"
10"
5' -
6"
12' -
6"
8' -
10
3/4"
5' -
1 1
/4"
5' -
2"
8' -
7"
16' -
9"
1' -
6"
32' -
0"
4' -
8"
19' -
11
1/2"
7' -
4 1
/2"
18' -
4"
2' -
1"
275' - 0"
200'
- 1
0"
150' - 0"
100'
- 5
"
1' -
0"
99' -
5"
125' - 0"
1' - 0" 29' - 0" 56' - 0" 64' - 0"
8' - 6"AFF
10' - 0"AFF
GWB01
8' - 6"AFF
1' -
3"
1' - 3"
1' - 0"
1' - 0"
KC-02-PE19
EQ
EQ
EQ A EQ A
EQ
BE
Q B
10
ADD510
ADD5
10
ADD5
10
ADD5
10
ADD5
10
ADD5
10
ADD5
10
ADD5
10
ADD5
10
ADD5
15A-497
TYP
10
ADD5
10
ADD5
10
ADD5
10
ADD5
10
ADD5
10
ADD5
10
ADD5
EXHAUST HOOD SEE FS DWGS,COORDINATE DWGS AND SPECSREGARDING DELEGATED DESIGNAND ENGINEERING BY GC.
EXHAUST HOODS SEE FS DWGS,COORDINATE DWGS AND SPECSREGARDING DELEGATED DESIGNAND ENGINEERING BY GC.
WRAPPED IN FIRE RESISTIVEDUCT WRAP
01. ALL CEILINGS SHOULD BE 9'-0" AFF AND AC01 UNLESS OTHERWISE NOTED. SEE ENLARGEDRCPS FOR ADDITIONAL CEILING INFORMATION
02. CENTER CEILING GRID IN ROOM IN BOTH DIRECTIONS, UNLESS OTHERWISE NOTED
03. THIS DRAWING TO BE USED IN CONJUNCTION WITH THE ENGINEERING DRAWINGS.REFER TO THE ENGINEERING DRAWINGS FOR COMPONENTS AND SWITCH LOCATIONS
04. REFLECTED CEILING PLANS INDICATE:
A. GENERAL TYPE AND SPECIFIC LOCATION OF LIGHT FIXTURES.B. GENERAL TYPE AND SPECIFIC LOCATION OF SIGNAL DEVICES.C. GENERAL TYPE AND SPECIFIC LOCATION OF EQUIPMENT DEVICES.D. GENERAL TYPE AND SPECIFIC LOCATION OF LIFE SAFETY DEVICES
05. ELECTRICAL ENGINEERING DRAWINGS INDICATE:
A. CIRCUITING AND WIRING OF LIGHT FIXTURES, AND SWITCHES.B. LIFE SAFETY EQUIPMENT.C. LOCATION OF REQUIRED EMERGENCY LIGHT FIXTURES.D. LIGHT FIXTURE SPECIFICATIONS.
06. MECHANICAL ENGINEERING DRAWINGS INDICATE:
A. DUCTS, AIR MOVEMENT REQUIREMENTS, AND SIZES OF GRILLES AND REGISTERS.
07. WHERE ACOUSTICAL PANELS ARE REQUIRED TO BE CUT, CUT THE PANELS TO MAINTAIN ASHARP AND NEAT EDGE.
08. CENTER ALL SPRINKLER HEADS, LIGHT FIXTURES, GRILLES, DIFFUSERS, EQUIPMENT, ETC. INACOUSTICAL CEILING PANEL UON.
09. ALIGN ALL SPRINKLER HEADS, GRILLES, DIFFUSERS, EQUIPMENT, ETC. WITH LIGHT FIXTURESIN GYP CEILING, UON. ARCHITECT TO REVIEW LOCATIONS PRIOR TO INSTALLATION
10. REFER TO SHEETS A496-499 FOR TYP. CEILING DETAILS.
11. ALL GYP CEILINGS TO BE PAINTED, PT01, UON.
12. CENTER ALL EXIT LIGHTS ABOVE DOORS ON DOOR FRAME, UON.
13. REFER TO SPECIFICATIONS FOR CEILING FINISH INFORMATION
14. ALL MER ROOMS TO HAVE EXPOSED STRUCTURE CEILINGS.
15. PAINT ALL EXPOSED STRUCTURE CEILINGS PT04, UON.
16. DO NOT USE TILE LESS THAN 6" IN EITHER DIRECTION, UON.
17. VERIFY MOUNTING HEIGHTS PRIOR TO ORDERING FIXTURES.
18. VERIFY ALL UTILITIES IN AREAS RECEIVING GYP BD CEILINGS/ SOFFITS. NOTIFY ARCHITECTOF ANY CONFLICTS WITH SPECIFIED CEILING HEIGHTS AND LIGHTING LOCATIONS.
19. ALL SPRINKLERS IN GYP BD AND ACP CEILINGS TO BE CONCEALED AND FULLY RECESSED.
20. PROVIDE SLOT DIFFUSERS IN GYP BD CEILING, ARCHITECT TO REVIEW LOCATIONS.
21. INSTALL PERIMETER CEILING ANGLE TIGHT TO PARTITION, FREE FROM CURVES, BREAKSAND OTHER IRREGLARITIES.
22. PROVIDE ACOUSTICALLY LINED TRANSFER DUCTS AT FULL HEIGHT PARTITIONS. SEEMECHANICAL DRAWINGS FOR LOCATIONS AND SIZES.
23. CONTRACTOR IS TO IMMEDIATELY NOTIFY ARCHITECT OF ANY CONFLICTING CONDITIONSDISCOVERED PRIOR TO OR DURING CONSTRUCTION.
24. GENERAL CONTRACTOR SHALL COORDINATE WITH ALL TRADES INVOLVED AND COMPARECOMPOSITE SHOP DRAWINGS FOR EACH FLOOR TO ENSURE CLEARANCES FOR FIXTURES,DUCTS, CEILINGS, ETC., NECESSARY TO MAINTAIN THE SPECIFIED FINISH CEILING HEIGHTABOVE FINISH FLOOR AS NOTED ON THE DRAWINGS. NOTIFY ARCHITECT OF ANYCONFLICTS.
25. PROVIDE AN INDEPENDENT SWITCH AT ALL UNDER CABINET LIGHTING AT EACH NOTEDLOCATION.
26. ARCHITECT TO REVIEW ALL LIGHT/CEILING FIXTURE LOCATIONS PRIOR TO INSTALLATION.
27. INSTALL THE SUSPENDED CEILING GRID TO BE LEVEL WITHIN A TOLERANCE OF 1/8" IN 12'-0".
28. ARCHITECT TO REVIEW LOCATIONS OF ALL SLOT DIFFUSERS, SPRINKLERS, SMOKEDETECTORS, ETC. IN GYP BD CEILINGS.
29. COORDINATE AND PROVIDE SLOTS IN PARTITIONS FOR RETURN AIR. COORDINATE WITHMECHANICAL PLANS
30. CONTRACTOR TO ADVISE AND COORDINATE ALL UNDOCUMENTED ACCESS PANELS REQUIREDTO ACCESS MECHANICAL ITEMS ABOVE CEILINGS.
GENERAL REFLECTED CEILING PLAN NOTES
RECTANGULAR FIXTURE
LINEAR FIXTURE
ROUND FIXTUREMAIN
ACXX
XX'-XX"AFF
RETURN DIFFUSER
SUPPLY DIFFUSER
LINEAR DIFFUSER
MECHANICAL ACCESS PANEL
CEILING MOUNTED PROJECTOR
BOOM MOUNT
CUBICLE CURTAIN AND TRACK
EXAM LIGHT
CEILING HEIGHT
CEILING MATERIAL
WALL MOUNTED EXIT SIGN
CEILING MOUNTED EXIT SIGN
CEILING TAG
REFLECTED CEILING PLAN LEGEND
LIGHT FIXTURE SYMBOLOGY FOR REFERENCE ONLY.SEE E-SERIES FOR FIXTURE TYPES.
SPRINKLER HEAD
OCCUPANCY SENSOR
VACANCY SENSOR
SMOKE DETECTOR
CEILING SPEAKER
FIRE STROBE/SPEAKER
SECURITY CAMERA
CEILING HEIGHT DIFFERENTIAL SYMBOL
GRID MAIN DIRECTION
EXHAUST DIFFUSER
HEAT DETECTOR
S2
CEILING SPEAKERS3
CEILING SPEAKERS4
SURFACE MOUNTED HORN SPEAKERS5
WALL MOUNTED FIXTURE
CEILING SPEAKERS1
PHOTO SENSOR
MOTION SAFETY SENSOR BYMANUFACTURER
01. REFER TO ELECTRICAL LIGHTING PLANS FOR LIGHTING IN MECHANICAL & BACK OFHOUSE SPACES.
02. REFER TO FIRE SPRINKLER PLANS FOR SPRINKLER HEAD LAYOUT IN MECHNICAL &BACK OF HOUSE AREAS.
RCP SHEET NOTES:
PN
0 Sheet Number
Original drawing is 48 x 36 Do not scale contents of this drawing
Sheet Title
Professional Seals
Key Plan
No. Issue Description YYYY-MM-DD
In Association with
Project
All reproduction & intellectual property rights reserved 2012
New York, NY 10018t +1 212 741 1200 f +1 212 633 1163
Prepared For
Contract No
1065 Ave of the Americas, 6th FloorHOK
.
523 East 70th Street, New York, NY 10021
Project No:
Drawn by:
Reviewed by:
ofSheet
Start Date:
B-SCAN
Ballinger
833 Chestnut Street, Suite 1400Philadelphia, PA 19107
Medical Architects
Thornton Tomasetti
51 Madison AvenueNew York, NY 10010
Structural Engineers
Syska Hennessy Group
1515 BroadwayNew York, NY 10036
MEP/FP Engineers
Van Deusen & Associates
5 Regent Street, Suite 524Livingston, NJ 07039
Vertical Transportation Systems Consultants
AKRF
440 Park Avenue South, 7th FloorNew York, NY 10016
Civil Engineer
Cerami and Associates
404 Fifth AvenueNew York, NY 10018
Acoustical Consultants
86 Thomas Leighton BlvdCumberland, RI 02864
Material Management Consultants
116 East 27th StNew York, NY 10016
Lighting Design Consultants
CT + Associates LLC
Cline Bettridge Bernstein Lighting Design
375 Hudson StNew York, NY 10014
Construction ManagerTurner Construction Co.
1283 York Avenue, New York, NY 10065
NewYork-PresbyterianHospital
225 West 34th Street, 14 Penn PlazaNew York, NY 10122
Geotechnical EngineersMueser Rutledge Consulting Engineers
629 Fifth AvenuePelham, NY 10803
Project Development & Management ConsultantsPeter J. Romano & Co.
NewYork-Presbyterian
DOB APPROVAL STAMP
192 Lexington Avenue, Suite 804New York, NY 10016
Food Service ConsultantsJacobs | Doland | Beer
417 5th AvenueNew York, NY 10016
IT, Medical Equipment & Security ConsultantShen Milsom & Wilke
Pei Cobb Freed & Partners
88 Pine StreetNew York, NY 10005
Consulting Architects
69TH STREET
68TH STREET
YO
RK
AV
E
DAVID H.KOCH
CENTER
8' 16' 24' 32'
GRAPHIC SCALE: 1 INCH = 8 FEET
12/2
2/2
014 1
2:4
9:0
3 P
M
2ND FLOORREFLECTED CEILINGPLAN
A-402.00
David H. Koch Center
12.07002.00
Checker
Author
12.07002.00
2012-08-13
1/8" = 1'-0"12ND FLOOR REFLECTED CEILING PLAN
1 ISSUED FOR 50% DESIGN DEVELOPMENT 2013-10-21
2 ISSUED FOR 100% DESIGN DEVELOPMENT 2014-01-31
3 ISSUED FOR D.O.B. REVIEW 2014-02-28
4 ISSUED FOR CON 132362-C 2014-04-07
5 ISSUED FOR D.O.B. REVIEW 2014-06-02
6 ISSUED FOR DASNY REVIEW 2014-06-17
7 ISSUED FOR 50% CDS 2014-07-17
8 ISSUED FOR D.O.B. REVIEW 2014-10-22
9 ISSUED FOR GMP 3 BID 2014-10-31
10 ISSUED FOR ADDENDUM 5 / BULLETIN 11 2014-12-22
10
ADD5
10
ADD5
10
ADD5
10
ADD5
10
ADD510
ADD5
10
ADD5
10
ADD5
10
ADD5
10
ADD5
-
C - 4
S3
S2 S2 S2
C
-
1
C
-
1
C - 4
C - 4
C - 1
C - 1
C
-
1
C
-
1
C
-
1
C -
1
S2
S2
S2
S2
S2
S2
S2
S2
S2
S2
S2
S2 S2
S2S2
S2 S2
S2S2
S2 S2
S2
S2
S2
S2
S2
S2
S2
S2
S2
S2
S2
S2 S2S2 S2
S2 S2 S2
S2
S2
S2
C - 1
C -
1
S2
S2
S2
S2
S2
S2
S2
S2
S2
S2
S2
S2
S2
S2
S
2
S2S2
S3
S3S3
S3S3
S3 S3
S3 S3
S3S3
M
M
S3 S3
S3 S3
S3S3S3 S3 S3
S3S3S3 S3 S3
MM M
S2
S2
S2
S2 S2 S2 S2 S2 S2 S2 S2 S2 S2 S2 S2 S2 S2
M
M
M
M
CAM
CAM
S3
S3
S2
S2
C
A
M
S2
S2
S2
SHELF BELO
W
OPEN FRAMEWORK
W/O TOP.
OS
OS
OS
OS
OS
OS
OS
OS
SD
FS
OS SD
OS
SD
FS
FS
OS
OS
OSOS
FS
SD
OS
FS FS FS
FS
FS
FS FS FS
FS
FS
FS
FS
FS
FS
FS
SD
FS
FS
OS
OS
FS
FS
FS
SD
SD
FSFS
FS
FS
FS
FS
FS
SD
OS OS
OS OS OS OS OS
OS
OS
OS
OS
OSOS
OS
OS
OS
OS
OSOS
OS
OSOSOS
OS
OS
OS
OS
OS
OS
OS
OS
OS
OS
OS
OS
OS
FS
SD
FS
SD
OS
OS
FS
FS
OS
OS
HD
OS
OS
FS OS
FS
OS
OS
FS
FS
OS
OS
FS
OS
OS OS
FSFS
SDOS OS OSSD
OS
C
B
C - 1
FS
HD
OS
SD
VS
PS
6"
12 1
A
10 9 8 6.9 4 3 22.33.64.1
G.9
A.6
F
H
J
K
L
J.2
E
G
B.1
E.5
J.8
5711 5.8 4.2
B
6' - 0"
KC-03-SH05
KC-03-309
KC-03-SE07
KC-03-SE06
KC-03-343
KC-03-S01
KC-03-312
KC-03-SH06
KC-03-SH11
KC-03-SH16
KC-03-SH17
KC-03-314
KC-03-SH10
KC-03-PE22
KC-03-PE21
KC-03-SE01
KC-03-SE04
KC-03-SE05
KC-03-PE15 KC-03-PE16 KC-03-PE17
KC-03-PE14KC-03-PE13KC-03-PE12
KC-03-PE18 KC-03-PE19 KC-03-PE20
KC-03-S03
KC-03-SH01
KC-03-300
KC-03-311
KC-03-S05
KC-03-SH07
KC-03-SH15
KC-03-SH08
KC-03-310
6
EXTENT OF BUSINESS LEASE SPACE
KC-03-347
KC-03-310A
KC-03-300F
E.8
C
D
C.9
F.2
D.3
7.6
KC-03-313
KC-03-307
KC-03-300D
KC-03-300A
KC-03-300B
KC-03-300C
KC-03-308A
KC-03-308BKC-03-308C
KC-03-308
KC-03-301
KC-03-302
KC-03-303
KC-03-304
KC-03-305
KC-03-300E
KC-03-305A
KC-03-303A
WT02 WT02 WT02 WT02
WT02WT02
AC04A
10' - 0"AFF
KC-03-300E
WT02WT02
AC24
10' - 6"AFF
GWB01
9' - 0"AFF
AC25
10' - 6"AFF
GWB01
10' - 6"AFF
GWB01
8' - 2 3/8"AFF
GWB01
12' - 8 3/8"AFF
AC03
AC03
AC03
AC03
AC03AC03
AC03
AC03
GWB01
6' - 0"AFF
GWB01
6' - 0"AFF
AC03
AC03
KC-03-SH09
KC-03-316
KC-03-320
KC-03-300G
KC-03-317
KC-03-318
KC-03-300H
KC-03-333
KC-03-315
KC-03-315A
KC-03-332KC-03-331
KC-03-330KC-03-329KC-03-328
KC-03-337
KC-03-338
KC-03-339
KC-03-324
KC-03-323
KC-03-335
KC-03-320A
KC-03-321AKC-03-321
KC-03-322
KC-03-327A
KC-03-326
KC-03-325
KC-03-319
KC-03-340
KC-03-341
KC-03-327
KC-03-346
KC-03-345
KC-03-344
KC-03-334
KC-03-300J
KC-03-300K
KC-03-300L
KC-03-300M
KC-03-300N
KC-03-300P
KC-03-300Q
KC-03-300R
KC-03-300T
KC-03-307A
KC-03-307B
KC-03-S06
KC-03-320B
KC-03-320C
KC-03-321B
KC-03-321C
KC-03-322B
KC-03-322C
KC-03-322A
KC-03-330A
KC-03-333A
KC-03-306
LINE INDICATES AREA OF SLAB ABOVE TORECEIVE SPRAY ON THERMAL INSULATIONTO ACHEIVE R-30
LINE INDICATES AREA OF SLAB ABOVE TORECEIVE SPRAY ON THERMAL INSULATIONTO ACHEIVE R-30
LINE INDICATES AREA OF SLABABOVE TO RECEIVE SPRAY ONTHERMAL INSULATIONTO ACHEIVE R-30
LINE INDICATES AREA OF SLABABOVE TO RECEIVE SPRAY ONTHERMAL INSULATIONTO ACHEIVE R-30
2' - 3" 28' - 9" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 3" 23' - 9" 8' - 0" 48' - 0" 6' - 0"
2' - 0"
8' - 1 1/4" 15' - 10 3/4" 15' - 10 3/4" 8' - 1 1/4" 9' - 11" 2' - 1"
2
'
-
1
"
1
0
'
-
8
3
/
4
"
7
'
-
7
1
/
4
"
1
0
"
1
9
'
-
8
"
1
0
'
-
8
"
1
0
"
5
'
-
6
"
1
2
'
-
6
"
8
'
-
1
0
3
/
4
"
5
'
-
1
1
/
4
"
5
'
-
2
"
8
'
-
7
"
1
6
'
-
9
"
1
'
-
6
"
3
2
'
-
0
"
4
'
-
8
"
1
9
'
-
1
1
1
/
2
"
7
'
-
4
1
/
2
"
1
8
'
-
4
"
2
'
-
1
"
275' - 0"
2
0
0
'
-
1
0
"
1
0
0
'
-
1
1
"
6
"
9
9
'
-
1
1
"
125' - 0"
1' - 0" 29' - 0" 56' - 0" 56' - 0" 8' - 0"
155' - 0" 56' - 0" 56' - 0" 8' - 0"
MATCHLINEA-816.00
A-815.00
MATCHLINEA-816.00
A-815.00
2' - 0"
E
Q
E
Q
1
'
-
8
"
EQ EQ
E
Q
E
Q
EQ2EQ2
GWB01
12' - 8 3/8"AFF
GWB01
8' - 2 3/8"AFF EQ
E
Q
AC51
2
'
-
1
"
1
'
-
9
"
6"
1' - 9"
1' - 0"
ALIGN
HOOD
10
ADD5
10
ADD5
10
ADD5
KC-03-300S
10
ADD5
10
ADD5
10
ADD5
10
ADD5
10
ADD5
10
ADD5
15A-497
TYP
10
ADD5
AC01
9' - 0"AFF
10
ADD5
10
ADD5
149' - 0"
ALIGN
ALIGN
10
ADD5
AC03
10
ADD5
10
ADD5
EXHAUST HOOD SEE FS DWGS,COORDINATE DWGS AND SPECSREGARDING DELEGATED DESIGNAND ENGINEERING BY GC.
WRAPPED IN FIRE RESISTIVEDUCT WRAP
01. ALL CEILINGS SHOULD BE 9'-0" AFF AND AC01 UNLESS OTHERWISE NOTED. SEE ENLARGEDRCPS FOR ADDITIONAL CEILING INFORMATION
02. CENTER CEILING GRID IN ROOM IN BOTH DIRECTIONS, UNLESS OTHERWISE NOTED
03. THIS DRAWING TO BE USED IN CONJUNCTION WITH THE ENGINEERING DRAWINGS.REFER TO THE ENGINEERING DRAWINGS FOR COMPONENTS AND SWITCH LOCATIONS
04. REFLECTED CEILING PLANS INDICATE:
A. GENERAL TYPE AND SPECIFIC LOCATION OF LIGHT FIXTURES.B. GENERAL TYPE AND SPECIFIC LOCATION OF SIGNAL DEVICES.C. GENERAL TYPE AND SPECIFIC LOCATION OF EQUIPMENT DEVICES.D. GENERAL TYPE AND SPECIFIC LOCATION OF LIFE SAFETY DEVICES
05. ELECTRICAL ENGINEERING DRAWINGS INDICATE:
A. CIRCUITING AND WIRING OF LIGHT FIXTURES, AND SWITCHES.B. LIFE SAFETY EQUIPMENT.C. LOCATION OF REQUIRED EMERGENCY LIGHT FIXTURES.D. LIGHT FIXTURE SPECIFICATIONS.
06. MECHANICAL ENGINEERING DRAWINGS INDICATE:
A. DUCTS, AIR MOVEMENT REQUIREMENTS, AND SIZES OF GRILLES AND REGISTERS.
07. WHERE ACOUSTICAL PANELS ARE REQUIRED TO BE CUT, CUT THE PANELS TO MAINTAIN ASHARP AND NEAT EDGE.
08. CENTER ALL SPRINKLER HEADS, LIGHT FIXTURES, GRILLES, DIFFUSERS, EQUIPMENT, ETC. INACOUSTICAL CEILING PANEL UON.
09. ALIGN ALL SPRINKLER HEADS, GRILLES, DIFFUSERS, EQUIPMENT, ETC. WITH LIGHT FIXTURESIN GYP CEILING, UON. ARCHITECT TO REVIEW LOCATIONS PRIOR TO INSTALLATION
10. REFER TO SHEETS A496-499 FOR TYP. CEILING DETAILS.
11. ALL GYP CEILINGS TO BE PAINTED, PT01, UON.
12. CENTER ALL EXIT LIGHTS ABOVE DOORS ON DOOR FRAME, UON.
13. REFER TO SPECIFICATIONS FOR CEILING FINISH INFORMATION
14. ALL MER ROOMS TO HAVE EXPOSED STRUCTURE CEILINGS.
15. PAINT ALL EXPOSED STRUCTURE CEILINGS PT04, UON.
16. DO NOT USE TILE LESS THAN 6" IN EITHER DIRECTION, UON.
17. VERIFY MOUNTING HEIGHTS PRIOR TO ORDERING FIXTURES.
18. VERIFY ALL UTILITIES IN AREAS RECEIVING GYP BD CEILINGS/ SOFFITS. NOTIFY ARCHITECTOF ANY CONFLICTS WITH SPECIFIED CEILING HEIGHTS AND LIGHTING LOCATIONS.
19. ALL SPRINKLERS IN GYP BD AND ACP CEILINGS TO BE CONCEALED AND FULLY RECESSED.
20. PROVIDE SLOT DIFFUSERS IN GYP BD CEILING, ARCHITECT TO REVIEW LOCATIONS.
21. INSTALL PERIMETER CEILING ANGLE TIGHT TO PARTITION, FREE FROM CURVES, BREAKSAND OTHER IRREGLARITIES.
22. PROVIDE ACOUSTICALLY LINED TRANSFER DUCTS AT FULL HEIGHT PARTITIONS. SEEMECHANICAL DRAWINGS FOR LOCATIONS AND SIZES.
23. CONTRACTOR IS TO IMMEDIATELY NOTIFY ARCHITECT OF ANY CONFLICTING CONDITIONSDISCOVERED PRIOR TO OR DURING CONSTRUCTION.
24. GENERAL CONTRACTOR SHALL COORDINATE WITH ALL TRADES INVOLVED AND COMPARECOMPOSITE SHOP DRAWINGS FOR EACH FLOOR TO ENSURE CLEARANCES FOR FIXTURES,DUCTS, CEILINGS, ETC., NECESSARY TO MAINTAIN THE SPECIFIED FINISH CEILING HEIGHTABOVE FINISH FLOOR AS NOTED ON THE DRAWINGS. NOTIFY ARCHITECT OF ANYCONFLICTS.
25. PROVIDE AN INDEPENDENT SWITCH AT ALL UNDER CABINET LIGHTING AT EACH NOTEDLOCATION.
26. ARCHITECT TO REVIEW ALL LIGHT/CEILING FIXTURE LOCATIONS PRIOR TO INSTALLATION.
27. INSTALL THE SUSPENDED CEILING GRID TO BE LEVEL WITHIN A TOLERANCE OF 1/8" IN 12'-0".
28. ARCHITECT TO REVIEW LOCATIONS OF ALL SLOT DIFFUSERS, SPRINKLERS, SMOKEDETECTORS, ETC. IN GYP BD CEILINGS.
29. COORDINATE AND PROVIDE SLOTS IN PARTITIONS FOR RETURN AIR. COORDINATE WITHMECHANICAL PLANS
30. CONTRACTOR TO ADVISE AND COORDINATE ALL UNDOCUMENTED ACCESS PANELS REQUIREDTO ACCESS MECHANICAL ITEMS ABOVE CEILINGS.
GENERAL REFLECTED CEILING PLAN NOTES
RECTANGULAR FIXTURE
LINEAR FIXTURE
ROUND FIXTUREMAIN
ACXX
XX'-XX"AFF
RETURN DIFFUSER
SUPPLY DIFFUSER
LINEAR DIFFUSER
MECHANICAL ACCESS PANEL
CEILING MOUNTED PROJECTOR
BOOM MOUNT
CUBICLE CURTAIN AND TRACK
EXAM LIGHT
CEILING HEIGHT
CEILING MATERIAL
WALL MOUNTED EXIT SIGN
CEILING MOUNTED EXIT SIGN
CEILING TAG
REFLECTED CEILING PLAN LEGEND
LIGHT FIXTURE SYMBOLOGY FOR REFERENCE ONLY.SEE E-SERIES FOR FIXTURE TYPES.
SPRINKLER HEAD
OCCUPANCY SENSOR
VACANCY SENSOR
SMOKE DETECTOR
CEILING SPEAKER
FIRE STROBE/SPEAKER
SECURITY CAMERA
CEILING HEIGHT DIFFERENTIAL SYMBOL
GRID MAIN DIRECTION
EXHAUST DIFFUSER
HEAT DETECTOR
S2
CEILING SPEAKERS3
CEILING SPEAKERS4
SURFACE MOUNTED HORN SPEAKERS5
WALL MOUNTED FIXTURE
CEILING SPEAKERS1
PHOTO SENSOR
MOTION SAFETY SENSOR BYMANUFACTURER
01. REFER TO ELECTRICAL LIGHTING PLANS FOR LIGHTING IN MECHANICAL & BACK OFHOUSE SPACES.
02. REFER TO FIRE SPRINKLER PLANS FOR SPRINKLER HEAD LAYOUT IN MECHNICAL &BACK OF HOUSE AREAS.
RCP SHEET NOTES:
PN
0 Sheet Number
Original drawing is 48 x 36 Do not scale contents of this drawing
Sheet Title
Professional Seals
Key Plan
No. Issue Description YYYY-MM-DD
In Association with
Project
All reproduction & intellectual property rights reserved 2012
New York, NY 10018t +1 212 741 1200 f +1 212 633 1163
Prepared For
Contract No
1065 Ave of the Americas, 6th FloorHOK
.
523 East 70th Street, New York, NY 10021
Project No:
Drawn by:
Reviewed by:
ofSheet
Start Date:
B-SCAN
Ballinger
833 Chestnut Street, Suite 1400Philadelphia, PA 19107
Medical Architects
Thornton Tomasetti
51 Madison AvenueNew York, NY 10010
Structural Engineers
Syska Hennessy Group
1515 BroadwayNew York, NY 10036
MEP/FP Engineers
Van Deusen & Associates
5 Regent Street, Suite 524Livingston, NJ 07039
Vertical Transportation Systems Consultants
AKRF
440 Park Avenue South, 7th FloorNew York, NY 10016
Civil Engineer
Cerami and Associates
404 Fifth AvenueNew York, NY 10018
Acoustical Consultants
86 Thomas Leighton BlvdCumberland, RI 02864
Material Management Consultants
116 East 27th StNew York, NY 10016
Lighting Design Consultants
CT + Associates LLC
Cline Bettridge Bernstein Lighting Design
375 Hudson StNew York, NY 10014
Construction ManagerTurner Construction Co.
1283 York Avenue, New York, NY 10065
NewYork-PresbyterianHospital
225 West 34th Street, 14 Penn PlazaNew York, NY 10122
Geotechnical EngineersMueser Rutledge Consulting Engineers
629 Fifth AvenuePelham, NY 10803
Project Development & Management ConsultantsPeter J. Romano & Co.
NewYork-Presbyterian
DOB APPROVAL STAMP
192 Lexington Avenue, Suite 804New York, NY 10016
Food Service ConsultantsJacobs | Doland | Beer
417 5th AvenueNew York, NY 10016
IT, Medical Equipment & Security ConsultantShen Milsom & Wilke
Pei Cobb Freed & Partners
88 Pine StreetNew York, NY 10005
Consulting Architects
69TH STREET
68TH STREET
YO
RK
AV
E
DAVID H.KOCH
CENTER
8' 16' 24' 32'
GRAPHIC SCALE: 1 INCH = 8 FEET
1
2
/
2
2
/
2
0
1
4
2
:
1
7
:
2
5
P
M
3RD FLOORREFLECTED CEILINGPLAN
A-403.00
David H. Koch Center
12.07002.00
Checker
Author
12.07002.00
2012-08-13
1/8" = 1'-0"13RD FLOOR REFLECTED CEILING PLAN
1 ISSUED FOR 50% DESIGN DEVELOPMENT 2013-10-21
2 ISSUED FOR 100% DESIGN DEVELOPMENT 2014-01-31
3 ISSUED FOR D.O.B. REVIEW 2014-02-28
4 ISSUED FOR CON 132362-C 2014-04-07
5 ISSUED FOR D.O.B. REVIEW 2014-06-02
6 ISSUED FOR DASNY REVIEW 2014-06-17
7 ISSUED FOR 50% CDS 2014-07-17
8 ISSUED FOR D.O.B. REVIEW 2014-10-22
9 ISSUED FOR GMP 3 BID 2014-10-31
10 ISSUED FOR ADDENDUM 5 / BULLETIN 11 2014-12-22
10
ADD5
10
ADD5
10
ADD5
10
ADD5
10
ADD510
ADD5
10
ADD5
10
ADD5
10
ADD5
10
ADD5
-
HL
5
5.8
4.2
4
3
2
1
6
JJ.8K
A-831
2
3A-821
A-8361
A-836
2
A-8356
A-835
2
A-835
9
1A-643
2A-643
2.3
3.6
4.1
G.9
1A-685
8
1A-821
4A-823
A-8373 A-837 5
A-837
11
4
1
2 6
7
8
9
10 12
3A-823
1A-822
2A-822
2A-821
J.2
VEST
KC-03-305A
SMALL CONF RM
KC-03-305
SMALL CONF RM
KC-03-304
CONF RM
KC-03-303
CORR
KC-03-300E
KITCHEN MEP
KC-03-313
VEST
KC-03-303A
SHAFT
KC-03-SH05 FA/BMS
KC-03-314
0330
5.2
0330
3.1
0330
3.2
0330
5.1
0330
3.3
0QA4A
0QA4A
0QA4A
0A4A
0QA4A
0A4AQ
0QA4A
0A4A
0QA4A
0R40C4C0R40R40R40R40R4
0R4
0R4
0330
0F
OPEN TO BELOW
A-8912
3A-895
A-8902
A-837 13
16
15
14
1A-845
A-8911
0QA4A
4
2'-0" 2'-0" 2' - 0"2' - 0"
0330
5A
03314 0331
3
0330
3A
0330
2.2
18' - 4" 7' - 4 1/2" 19' - 11 1/2" 4' - 8" 32' - 0" 1' - 6"
4A-855
A-8901
0QA4A
A-835
10
0330
4
MA
TC
HLIN
EA
-805.0
0
A-8
04.0
0M
AT
CH
LIN
EA
-805.0
0
A-8
04.0
0
FEC01
EQ
4'-0
"E
Q
2'-0
"2'
-0"
2'-0" 2'-0"
3" 4'-0" 4'-0"
12'-0" 28'-0" 28'-0"
A-8566
SIM
A-8566
SIM
4' -
0"
32' -
0"
32' -
0"
24' -
0"
24' -
0"
9' -
11"
7
ADD5
7A-874
DP03DP03DP03
DP05
DP05
DP06
DP06
7
ADD5
7
ADD5
7
ADD5
7
ADD57
ADD57
ADD5
PN
0 Sheet Number
Original drawing is 48 x 36 Do not scale contents of this drawing
Sheet Title
Professional Seals
Key Plan
No. Issue Description YYYY-MM-DD
In Association with
Project
All reproduction & intellectual property rights reserved 2012
New York, NY 10018t +1 212 741 1200 f +1 212 633 1163
Prepared For
Contract No
1065 Ave of the Americas, 6th FloorHOK
.
523 East 70th Street, New York, NY 10021
Project No:
Drawn by:
Reviewed by:
ofSheet
Start Date:
B-SCAN
Ballinger
833 Chestnut Street, Suite 1400Philadelphia, PA 19107
Medical Architects
Thornton Tomasetti
51 Madison AvenueNew York, NY 10010
Structural Engineers
Syska Hennessy Group
1515 BroadwayNew York, NY 10036
MEP/FP Engineers
Van Deusen & Associates
5 Regent Street, Suite 524Livingston, NJ 07039
Vertical Transportation Systems Consultants
AKRF
440 Park Avenue South, 7th FloorNew York, NY 10016
Civil Engineer
Cerami and Associates
404 Fifth AvenueNew York, NY 10018
Acoustical Consultants
86 Thomas Leighton BlvdCumberland, RI 02864
Material Management Consultants
116 East 27th StNew York, NY 10016
Lighting Design Consultants
CT + Associates LLC
Cline Bettridge Bernstein Lighting Design
375 Hudson StNew York, NY 10014
Construction ManagerTurner Construction Co.
1283 York Avenue, New York, NY 10065
NewYork-PresbyterianHospital
225 West 34th Street, 14 Penn PlazaNew York, NY 10122
Geotechnical EngineersMueser Rutledge Consulting Engineers
629 Fifth AvenuePelham, NY 10803
Project Development & Management ConsultantsPeter J. Romano & Co.
NewYork-Presbyterian
DOB APPROVAL STAMP
192 Lexington Avenue, Suite 804New York, NY 10016
Food Service ConsultantsJacobs | Doland | Beer
417 5th AvenueNew York, NY 10016
IT, Medical Equipment & Security ConsultantShen Milsom & Wilke
Pei Cobb Freed & Partners
88 Pine StreetNew York, NY 10005
Consulting Architects
69TH STREET
68TH STREET
YO
RK
AV
E
DAVID H.KOCH
CENTER
4' 8' 12' 16'
GRAPHIC SCALE: 1 INCH = 4 FEET
12/2
2/2
014 1
:04:2
5 P
M
MAIN PUBLIC SPACEENLARGED 3RDFLOOR PLAN - A
A-805.00
David H. Koch Center
12.07002.00
Checker
Author
12.07002.00
1/4" = 1'-0"
ENLARGED PLAN - SOUTH 3RD FLOOR1
1 ISSUED FOR 50% DESIGN DEVELOPMENT 2013-10-21
2 ISSUED FOR PRICING CYCLE 5 2013-12-06
3 ISSUED FOR 100% DESIGN DEVELOPMENT 2014-01-31
4 ISSUED FOR CON 132362-C 2014-04-07
5 ISSUED FOR 50% CDS 2014-07-17
6 ISSUED FOR GMP 3 BID 2014-10-31
7 ISSUED FOR ADDENDUM 5/BULLETIN 11 2014-12-22
-
DN
DFH A
5
5.8
C
4
3
2
1
A-612
5
6
6
A-625
5
A-832 3
3A-821
2A-823
A-834 8
9
A-83610
A-8355
A-835
3
A-836 7
A-8365
A-836
3
2A-641
1A-642
3A-641
2.3
3.6
G.9 A.6C.9 B.1
4A-682
1A-684
A-836 4
A-836
8
4A-641
1A-821
A-838 A-838 54
1
2
A-838
6
7
3
1A-823
1A-822
2A-822
2A-821
F.2 E.8 D.3E.5
1A-895
CONF RM
KC-03-302
CORR
KC-03-300E
CONF RM
KC-03-307
TLT
KC-03-308A
VEST
KC-03-308
FAMILY TLT
KC-03-308B
MAIN ELEVLOBBY
KC-03-300B
CONF RM
KC-03-301
MAINT ACCESS
KC-03-316
CORR
KC-03-300D
ELEC
KC-03-300
STAIR B
KC-03-S03
OVERBUILD ELEVLOBBY
KC-03-300A
CORR
KC-03-300C
OPEN TO BELOW
03308B
03307.2
0C6
2F4U
0C4AE
0C4E
0C4A
0C4A
0C4A
0A4AD
0C4
0A4AD
0A4AD
0C4A
0C4E
OA4D
0A4
0C4A
OR4A
0C4
0C4E
0A4
0QA4A
0QA4A
0C4
0C4
0C4E
OA6AEQ
0A4AE
OA4D
0C4C
2A6A
0C4
0R4
A-8922
A-8933
A-8931
A-8941
A-8932
A-8921
7A-895
A-3931
A-835
10
10 1
/4"
0330
2.2
0330
1.2
0330
1.1
0330
8A
0330
8C
0330
2.4
03302.3 03301.4
0330
1.3
0330
0L.1
0330
7A
0330
7.3
0331
6STOR
KC-03-307A
03S
03
2A6A
Q
2A6AQ
2F4
OA4D 2A6AGQ
03307.1
A-836
9
0330
7B
6
0330
0B
03300.1
03300.2
2' - 0"
3'-2
"
5'-4"
DP04 ARCHITECTURALGLASS SYSTEM,SEE ELEVATION
A-8763
A-8764
10' - 8 3/4"7' - 7 1/4"10"19' - 8"10' - 8"10"5' - 6"12' - 6"8' - 10 3/4"5' - 1 1/4"5' - 2 1/8"1' - 6"
ELEV PE17
KC-03-PE17
ELEV PE20
KC-03-PE20
ELEV PE19
KC-03-PE19
ELEV PE18
KC-03-PE18
ELEV PE15
KC-03-PE15
ELEV PE16
KC-03-PE16
ELEV PE13
KC-03-PE13
ELEV PE12
KC-03-PE12
ELEV PE14
KC-03-PE14
TLT
KC-03-308C
CORR
KC-03-300L
ELEV PE22
KC-03-PE22
ELEV PE21
KC-03-PE21
BREAKOUT
KC-03-315A
CORR
KC-03-300F
SHAFT
KC-03-SH01
03P
E20
03P
E19
MT
L10
03P
E15
03P
E16
03P
E17
03P
E14
03P
E13
03P
E12
A-832
1
A-8357
2A-855
3A-855
7A-855
2'-0
"2'
-0"
2'-0
"
0330
2.1
6'-4"
OR4A
2'-0"
FEC21
FEC26
A-89819
A-89819
A-838
1
A-8384 A-838
2
OPP HAND SIMILAR
SIM
SIM
SIM
2' - 0" 11' - 6" 2' - 6"
16' - 0" 8' - 0"
0C4
0QA4A
2A6
0C4
4' -
0"
EQ
EQ
28' - 0"28' - 6" 8' - 0"
4' -
0"
4' - 0"
6' -
0"
6' -
1 1
/2"
4' - 0" 4' - 0" 4' - 0"
7
ADD57
ADD5
7
ADD5
8' -
0"
24' -
0"
32' -
0"
8' -
1 1
/4"
15' -
10
3/4"
15' -
10
3/4"
8' -
1 1
/4"
9' -
11"
MA
TC
HLIN
E
A-8
05.0
0
A-8
06.0
0M
AT
CH
LIN
E
A-8
05.0
0
A-8
06.0
0
6' -
4 3
/4"
6' -
4 3
/4"
A-8388
A-8389
7
ADD5
7
ADD5
1' -
10
1/4"
19'-5
1/2
"
7
ADD5
7
ADD5
DP04
DP03
DP03
7
ADD5
7
ADD5
7
ADD5
7
ADD5
7
ADD5
PN
0 Sheet Number
Original drawing is 48 x 36 Do not scale contents of this drawing
Sheet Title
Professional Seals
Key Plan
No. Issue Description YYYY-MM-DD
In Association with
Project
All reproduction & intellectual property rights reserved 2012
New York, NY 10018t +1 212 741 1200 f +1 212 633 1163
Prepared For
Contract No
1065 Ave of the Americas, 6th FloorHOK
.
523 East 70th Street, New York, NY 10021
Project No:
Drawn by:
Reviewed by:
ofSheet
Start Date:
B-SCAN
Ballinger
833 Chestnut Street, Suite 1400Philadelphia, PA 19107
Medical Architects
Thornton Tomasetti
51 Madison AvenueNew York, NY 10010
Structural Engineers
Syska Hennessy Group
1515 BroadwayNew York, NY 10036
MEP/FP Engineers
Van Deusen & Associates
5 Regent Street, Suite 524Livingston, NJ 07039
Vertical Transportation Systems Consultants
AKRF
440 Park Avenue South, 7th FloorNew York, NY 10016
Civil Engineer
Cerami and Associates
404 Fifth AvenueNew York, NY 10018
Acoustical Consultants
86 Thomas Leighton BlvdCumberland, RI 02864
Material Management Consultants
116 East 27th StNew York, NY 10016
Lighting Design Consultants
CT + Associates LLC
Cline Bettridge Bernstein Lighting Design
375 Hudson StNew York, NY 10014
Construction ManagerTurner Construction Co.
1283 York Avenue, New York, NY 10065
NewYork-PresbyterianHospital
225 West 34th Street, 14 Penn PlazaNew York, NY 10122
Geotechnical EngineersMueser Rutledge Consulting Engineers
629 Fifth AvenuePelham, NY 10803
Project Development & Management ConsultantsPeter J. Romano & Co.
NewYork-Presbyterian
DOB APPROVAL STAMP
192 Lexington Avenue, Suite 804New York, NY 10016
Food Service ConsultantsJacobs | Doland | Beer
417 5th AvenueNew York, NY 10016
IT, Medical Equipment & Security ConsultantShen Milsom & Wilke
Pei Cobb Freed & Partners
88 Pine StreetNew York, NY 10005
Consulting Architects
69TH STREET
68TH STREET
YO
RK
AV
E
DAVID H.KOCH
CENTER
4' 8' 12' 16'
GRAPHIC SCALE: 1 INCH = 4 FEET
12/2
2/2
014 1
:04:2
8 P
M
MAIN PUBLIC SPACEENLARGED 3RDFLOOR PLAN - B
A-806.00
David H. Koch Center
12.07002.00
Checker
Author
12.07002.00
1/4" = 1'-0"
ENLARGED PLAN - NORTH 3RD FLOOR1
1 ISSUED FOR 50% DESIGN DEVELOPMENT 2013-10-21
2 ISSUED FOR PRICING CYCLE 5 2013-12-06
3 ISSUED FOR 100% DESIGN DEVELOPMENT 2014-01-31
4 ISSUED FOR CON 132362-C 2014-04-07
5 ISSUED FOR 50% CDS 2014-07-17
6 ISSUED FOR GMP 3 BID 2014-10-31
7 ISSUED FOR ADDENDUM 5/BULLETIN 11 2014-12-22
-
OS FS FSSD OS OS FS
OS
FS
OS
FSOS OSFS FS
SD
OS
OS
OS
SD
OS
OS
OS
OS
OS
C - 1
C - 1
C - 1
S2
S2
S2
S2
S2
S2
S2
S2
S2
C - 1
S2
S2
S2
S2
S2
S2
S2
S2
S3
S3
S3
S3
S2
S2
FS
FS
OS
FS
FS
C L
CLCL CL CL
C L
11"11"11"
11"11"
11"
11"
11"
11"
11"
C - 1
FS
HD
OS
SD
VS
PS
6"
HL
5
5.8
4
3
2
1
3.9
6
JJ.8K
3A-821
2'-1"
1A-643
2A-643
2.3
3.6
4.1
G.9
1A-685
1A-821
4A-823
3A-823
1A-822
2A-822
2A-821
J.2
1A-867
2A-867
3A-867
KC-03-305 KC-03-304
KC-03-303
KC-03-300E
KC-03-305A
KC-03-313
2'-0" 24'-0" 2'-0" 2'-0"
2'-0"4'-0"8'-0"4'-0"
4'-0" 2'-0"
2'-0" 2'-0"
GWB01
10' - 0"AFF
AC41
10' - 0"AFF
AC41
10' - 0"AFF
AC04A
10' - 0"AFF
KC-03-314
KC-03-303A
KC-03-SH05
GWB01
10' - 0"AFF
WT04WT04
1A-845
AC25A
8' - 9"AFF
AC04B
8' - 9"AFF
AC04B
8' - 9"AFF
GWB01
9' - 8"AFF
GWB01
9' - 8"AFF
GWB01
9' - 8"AFF
GWB01
9' - 8"AFF
GWB01
8' - 9"AFF
GWB01
8' - 9"AFF
WT04
GWB01
8' - 9"AFF
GWB01
8' - 9"AFF
GWB01
9' - 8"AFF
2'-0" 2'-0"
1"24
'-0"
10'-8"10'-8"10'-8"
41'-1
0 3/
4"8'
-1 1
/4"
1"
PENDANT LIGHT FIXTURESMOUNTED AT 7'- 8" AFF TOUPPERSIDE OF FIXTURE)
2'-0"
8'-0"
2'-0
"
ACCESSIBLE WOODCEILING TYPICAL PANEL
3A-866
2A-866
4A-866
6A-866
4A-866
5A-866
6A-867
6A-867
6A-867
2A-867
2A-867
GWB01
9' - 8"AFF
4A-855
4' -
0"
4' -
0"
4' -
0"
4' -
0"
18' - 4" 7' - 4 1/2" 19' - 11 1/2" 4' - 8" 32' - 0" 1' - 6"
8' -
0"
24' -
0"
2' -
0"
8' -
1 1
/4"
15' -
10
3/4"
15' -
10
3/4"
8' -
1 1
/4"
9' -
11"
18' - 4" 7' - 4 1/2" 19' - 11 1/2" 4' - 8" 32' - 0" 1' - 6"
ALI
GN
ALI
GN
1' -
0"
2' -
0"
2' -
0"
1' -
0"
2' - 6"2' - 6"EQ EQ
ALI