JOHN F. KENNEDY INTERNATIONAL AIRPORT TERMINAL 6 DEVELOPMENT INTERIM PDD SUBMISSION VOLUME I DISCIPLINE(S): CIVIL-AIRSIDE, CIVIL-LANDSIDE
DESIGN
OPTION 1 ARRIVAL LEVEL
OPTION 3 ARRIVAL LEVEL
OPTION 1 DEPARTURE LEVEL
OPTION 3 DEPARTURE LEVEL
DESIGN BAGGAGE CLAIM BHS BSO CBP 11 T6-
CIRCULATION - AIRSIDE CIRCULATION - LANDSIDE CONCESSIONS CONCESSIONS STORAGE COVERED GSE STOP
20
MPH
MEP
SUPPORT SPACE
10 T6
-3 T6
UTILITY CORRIDOR WELCOME CENTER LEGEND
-30 0
EXISTING T7 OUTLINE
A3 40
T6 6 A340-300
T6 -9
UP
RESTROOM SERVICE CORRIDOR
T6-7
SIDA LINE
T6-5
8 T6-
4 T6 -
PHASE 2
MEP 9940 SF
PHASE 1
T6
2
COVERED GSE 13291 SF
T6 1 -
DN
UTILITY CORRIDOR 3957 SF
COVERED GSE 13813 SF
MEP 5257 SF
DN RAMP 5% MAX - TYP
DN
DN
OUTBOUND BHS 20697 SF
DN
OPERATOR OFFICES 5675 SF BSO 1461 SF
-1' - 6" DN FROM STERILE CORRIDOR
SUPPORT 17091 SF
SUPPORT 4934 SF
INBOUND BHS 24350 SF
CONCESSIONS SUPPORT 8389 SF
FENCE LINE
MEP 11248 SF
WASTE 3342 SF
LOADING DOCK 1819 SF
GOODS SCREENING 1644 SF
SUPPORT 3565 SF
TERIMINAL 5
KIOSKS
MEP 1530 SF MEP 7916 SF
SUBSTATION 2808 SF
DN CO FROM NC OU RSE
60' - 0" TYP
DN TO / UP / DEPA FROM RT UR ES
SERVICE CORRIDOR 1882 SF
MEETER - GREETER 44807 SF
T7 AIRTRAIN
CBP BAGGAGE CLAIM 63283 SF
RECHECK 1309 SF
WELCOME CENTER
SECURITY CHECK
CBP SUPPORT 5617 SF
CBP QUEUE 21596 SF CBP SECONDARY 8581 SF CBP Primary 12130 SF
FHV
ORANGE GARAGE
PO V
T5 UP
Project Number: 18143.0200
AIR
YELLOW GARAGE
UP
TRA
IN
CONCEPT SCHEME - LEVEL 1 - ARRIVALS
0' 2'
4'
8'
16' NORTH
A104 JFK TERMINAL 6-7 CONCEPT SCHEME - LEVEL 1 - ARRIVALS 1" = 80'-0" MAY 9, 2019
AIRLINE CLUB
This Document was produced by or under the direct supervision of William J. Liese.
This document is incomplete and may not be used for regulatory approval, permit or construction.
CBIS
Project Number: 18143.0200
CIRCULATION - AIRSIDE CIRCULATION - LANDSIDE
A904 JFK TERMINAL 6-7 CONCEPT SCHEME - PERSPECTIVE - ARRIVALS PLAZA
11 T6-
CONCESSIONS CONCESSIONS STORAGE HOLDROOM
04/29/19 This Document was produced by or under the direct supervision of William J. Liese.
MEP OPEN TO BELOW
20
MPH
STOP
RESTROOM SERVICE CORRIDOR SUPPORT SPACE LEGEND
T6-7
10 T6
-3 T6
SIDA LINE A3 40
T6 6
-30 0
EXISTING T7 OUTLINE
A340-300
T6 -9 T6-5
8 T6-
4 T6 -
PHASE 1
PHASE 2
T6
2
HOLDROOMS 12634 SF
T6 1 -
HOLDROOMS 6690 SF
HOLDROOMS 12649 SF
16' - 6"
33' - 3 1/2"
UTILITY CORRIDOR BELOW ON ARRIVALS LEVEL
HOLDROOMS 12545 SF
OPEN TO STERILE CORRIDOR BELOW DASHED LINE INDICATES EDGE OF STERILE CORRIDOR BELOW - TYP
UPPER VOLUME ABOVE
HOLDROOMS 12341 SF CIRCULATION AIRSIDE 46653 SF
NO RE-ENTRY
DN TO CBP
HOLDROOMS 18900 SF
FENCE LINE
29' - 9"
19' - 6" 10' - 8 1/2"
CONCESSIONS 8123 SF
DN AR TO RIV ALS
SUPPORT 16307 SF
MEP 6534 SF
HOLDROOMS 3042 SF CONCESSIONS 4188 SF
TERIMINAL 5
UP
DUTY FREE 6082 SF MEP 10081 SF
CBIS 25539 SF
DN FRO SSC M P RESTROOMS 7056 SF
T7 AIRTRAIN MEP 24797 SF
UP
CONCESSIONS STORAGE 2137 SF
ORANGE GARAGE
T5 DN
YELLOW GARAGE
DN
AIR
TRA
IN 0' 2'
Project Number: 18143.0200
4'
8'
16' NORTH
A102 JFK TERMINAL 6-7 CONCEPT SCHEME - LEVEL 2 - CONCOURSE
CONCEPT SCHEME - LEVEL 2 - CONCOURSE 1" = 80'-0" MAY 9, 2019
This Document was produced by or under the direct supervision of William J. Liese.
This document is incomplete and may not be used for regulatory approval, permit or construction.
This document is incomplete and may not be used for regulatory approval, permit or construction.
BUILDING LIFE SAFETY / EGRESS
BUILDING LIFE SAFETY / EGRESS EGRESS DISTANCES - LEVEL 1 - PHASE 2
VV
Maximum Travel Distance
Type
LIFE SAFETY LEGEND
PRIMARY
300
201' - 4"
C7
PRIMARY
300
181' - 7"
C8
PRIMARY
300
180' - 0"
SECTION BC 1016 EXIT ACCESS TRAVEL DISTANCE TABLE 1016.1 EXIT ACCESS TRAVEL DISTANCE OCCUPANCY WITH SPRINKLER SYSTEM (FT.) A SEE SECTION 1028.7 M, F-1 200 F-2, S-2 250 B 300
SECONDARY TRAVEL PATH
A
TRAVEL PATH NAME 1 HOUR FIRE SEPARATION
GG.1
2 HOUR FIRE SEPARATION
TABLE 1028.7 TRAVEL DISTANCE (SPRINKLERED) OCCUPANCY PRIMARY SECONDARY A-2, A-3 150 (FEET) 150 (FEET)
3 HOUR FIRE SEPARATION
PROJECT DATA
PROJECT NAME: PROJECT ADDRESS:
4 HOUR FIRE WALL
84
AA
GENERAL SHEET NOTES
PRIMARY TRAVEL PATH
Travel Path Distance
C6
FIRE SHUTTER
OWNER:
GG
AA.1
STAIR NUMBER: STR-30 STAIR CAPACITY: 72" / 0.3 = 240
83 BB
DESIGNATION OCCUPANCY GROUP
IB
2014 NEW YORK CITY BUILDING CODE (NYCBC) 2013 ASME 17.1 -- SAFETY CODE FOR ELEVATORS AND ESCALATORS 2014 NEW YORK CITY ENERGY CONSERVATION CODE (NYCECC). INCLUDING REFERENCE STANDARDS AND THE RULES OF NEW YORK AND NEW YORK CITY LOCAL LAWS 2015 TENANT CONSTRUCTION REVIEW MANUAL (TCRM) LEED BD+C CORE AND SHELL V3 2010 LEED ADA STANDARDS FOR ACCESSIBLE DESIGN, AMERICAN WITH DISABILITIES ACT (ADA)
JFK TERMINAL 6 DEVELOPMENT JOHN F. KENNEDY AIRPORT QUEENS, NY 11430 VANTAGE GROUP
CORGAN ASSOCIATES ARCHITECTS PC 350 Fifth Avenue, Suite 5401 New York, NY 10118 T: 212-490-2930
AREA DESCRIPTION
A
ASSEMBLY
RESTAURANTS, CONCOURSE, CIRCULATION, HOLDROOM AREAS, CONCESSION LOUNGE AREAS
B
BUSINESS
FLIGHT SERVICES AND OPERATION, ADMINISTRATIVE AND OFFICE
F-1
FACTORY INDUSTRIAL MODERATE-HAZARD
SUBSTATIONS
F-2
FACTORY INDUSTRIAL LOWHAZARD
MEP
M
MERCANTILE
RETAIL SHOPS (CONCESSIONS) NOT OPEN TO THE CONCOURSE
S-2
STORAGE (LOW HAZARD)
SUPPORT AREAS, STORAGE CLOSETS
475 Fifth Avenue New York NY
469 Seventh Avenue New York NY
1001 Avenue of America New York NY
PEOPLE PEOPLE
STAIR NUMBER: STR-31 STAIR CAPACITY: 72" / 0.3 = 240
212 West 35th Street New York NY
STAIR WIDTH: 72" PEOPLE PEOPLE
ACTUAL OCCUPANTS:
15950 N. Dallas Parkway Dallas TX
80
CC
OCCUPANCY GROUPS
CONSTRUCTION TYPE:
APPLICABLE CODES
STAIR WIDTH: 72"
ACTUAL OCCUPANTS: 81 FF
TYPE OF CONTRUCTION - 2014 NYCBC TABLE
STAIR NUMBER: STR-29 STAIR CAPACITY: 72" / 0.3 = 240
STAIR WIDTH: 72" PEOPLE PEOPLE
ACTUAL OCCUPANTS:
CC.1
79
550 Seventh Avenue New York NY STAIR WIDTH: 72"
STAIR NUMBER: STR-19 STAIR CAPACITY: 72" / 0.3 = 240
STANDBY DISTRIBUTION #3
STAIR NUMBER: STR-22 STAIR CAPACITY: 72" / 0.3 = 240
75
58
57
56
55
54
1981 Post Road Fairfield, CT
STAIR WIDTH: 72"
52
51
50
49
48
47
46
45
44
43
42
STAIR WIDTH: 72"
41
40
39
37 37
38
36.1 36.1
36 36
35 35
STAIR NUMBER: STR-16 STAIR CAPACITY: 72" / 0.3 = 240
STAIR CAPACITY: 72" / 0.3 = 240
STAIR WIDTH: 72"
STAIR NUMBER: STR-13 STAIR CAPACITY: 72" / 0.3 = 240
34 34 33 33
32 32
31 31
30 30
29 29
28 28
PEOPLE PEOPLE
ACTUAL OCCUPANTS:
PEOPLE PEOPLE
ACTUAL OCCUPANTS:
STAIR NUMBER: STR-12 STAIR CAPACITY: 72" / 0.3 =
STAIR WIDTH: 72"
PEOPLE PEOPLE
ACTUAL OCCUPANTS:
OUTBOUND BHS 161 (S-2) LOW - HAZARD
53
STAIR NUMBER: STR-18 STAIR CAPACITY: 72" / 0.3 = 240
PEOPLE PEOPLE
ACTUAL OCCUPANTS:
PEOPLE PEOPLE
74 59
PEOPLE PEOPLE
STAIR NUMBER: STR-21 STAIR CAPACITY: 72" / 0.3 = 240
STAIR WIDTH: 72"
ACTUAL OCCUPANTS:
40 Wall Street New York NY
STAIR WIDTH: 72"
ACTUAL OCCUPANTS:
919 (F-2) LOW - HAZARD OCCUPANCY
76
PEOPLE PEOPLE
ACTUAL OCCUPANTS:
PEOPLE PEOPLE
PHASE 1
STAIR WIDTH: 72"
STAIR WIDTH: 72"
PHASE 2
STAIR NUMBER: STR-25 STAIR CAPACITY: 72" / 0.3 = 240 ACTUAL OCCUPANTS:
77
STAIR NUMBER: STR-18 STAIR CAPACITY: 72" / 0.3 = 240
PHASE 1
PEOPLE PEOPLE
ACTUAL OCCUPANTS:
78
PHASE 2
STAIR NUMBER: STR-28 STAIR CAPACITY: 72" / 0.3 = 240
COVERED GSE DD
STAIR WIDTH: 72"
26
25
24
10/16/2019
PEOPLE PEOPLE
ACTUAL OCCUPANTS:
27
14600 Trinity Blvd Fort Worth, TX
23
22
STAIR WIDTH: 72"
STAIR NUMBER: STR-09 STAIR CAPACITY: 72" / 0.3 = 240
20
19
18
17
16
15 14.1
14
13
PEOPLE PEOPLE
STAIR NUMBER: STR-07 STAIR CAPACITY: 72" / 0.3 = 240
PEOPLE PEOPLE 12
STAIR WIDTH: 72"
ACTUAL OCCUPANTS:
STAIR WIDTH: 72"
ACTUAL OCCUPANTS:
21
STAIR NUMBER: STR-08 STAIR CAPACITY: 72" / 0.3 = 240
PEOPLE PEOPLE
ACTUAL OCCUPANTS:
ISSUES
INTERIM PDD SUBMISSION
STAIR WIDTH: 72" PEOPLE PEOPLE
ACTUAL OCCUPANTS:
11
10
09
08
07
06
05
04
02
03
01
ELEC. 173 (F-2) LOW - HAZARD OCCUPANCY MEP
CORGAN ASSOCIATES ARCHITECTS PC 350 Fifth Avenue, Suite 5401 New York, NY 10118 T: 212-490-2930
C8
154 (F-2) LOW - HAZARD OCCUPANCY
475 Fifth Avenue New York NY
EX2
EX2
This Document was produced by or under the authority of Registered Architect:
STAIR NUMBER: STR-06 STAIR CAPACITY: 72" / 0.3 = 240
DN
STAIR NUMBER: STR-05 STAIR CAPACITY: 72" / 0.3 = 240
This document is incomplete and may not be used for regulatory approval, permit or construction.
STAIR NUMBER: STR-10 STAIR CAPACITY: 72" / 0.3 = 240
STAIR NUMBER: STR-04 STAIR CAPACITY: 72" / 0.3 = 240
COVERED GSE
DN
DN
C C6
SUPPORT
OUTBOUND BHS
152 (S-2) LOW - HAZARD WASTE 1195 (S-2) LOW - HAZARD
10/16/2019 5:48:54 PM G01-03 FLOOR PLAN - LEVEL 1 ARRIVALS - PHASE 2 - LIFE SAFETY
73 MEP 1196 (F-2) LOW - HAZARD OCCUPANCY
71 72
C7
965 (S-2) LOW - HAZARD C.1
D LOADING DOCK SIDA
70.1 70
E
151 (S-2) LOW - HAZARD
BR1
R
AI TL3 1
T.1 L
ADA GATE
C4
WT MD 2
68
SUBSTATION #3
MEP
176 (F-2) LOW - HAZARD OCCUPANCY
156 (F-2) LOW - HAZARD OCCUPANCY
2
SUPPORT
MEP 2886 SF
926 (B) BUSINESS T DC
SHARED BSO 1268 (S-2) LOW - HAZARD
F A C1
C DN TO / UP / DEPA FROM RTUR ES
SEWER EJECTOR PUMP ROOM
K' C4 H
STAIR WIDTH: 72"
MEP
920 (F-2) LOW - HAZARD OCCUPANCY
STAIR NUMBER: STR-23 STAIR CAPACITY: 72" / 0.3 = 240
STAIR WIDTH: 72" PEOPLE PEOPLE
ACTUAL OCCUPANTS:
ARRIVALS
PEOPLE PEOPLE
MEP MEP 147 (F-2) LOW - HAZARD OCCUPANCY
A
CIRCULATION - LANDSIDE 20 (A-3) ASSEMBLY
12'
11'
927 (F-2) LOW - HAZARD OCCUPANCY
10'
Travel Path ID
84 GG.1
AA
GG
STAIR NUMBER: STR-30 STAIR CAPACITY: 72" / 0.3 = 240
83
STAIR WIDTH: 72" PEOPLE PEOPLE
ACTUAL OCCUPANTS:
AA.1
STAIR NUMBER: STR-31 STAIR CAPACITY: 72" / 0.3 = 240
81
Type
Maximum Travel Distance
LIFE SAFETY LEGEND
Travel Path Distance
L L
PRIMARY 150 SECONDARY 250
103' - 0" 149' - 5"
M M
PRIMARY 150 SECONDARY 250
126' - 6" 135' - 8"
N N
PRIMARY 150 SECONDARY 250
112' - 11" 116' - 11"
O O
PRIMARY 150 SECONDARY 250
146' - 9" 149' - 0"
TRAVEL PATH NAME 1 HOUR FIRE SEPARATION
FLIGHT SERVICES AND OPERATION, ADMINISTRATIVE AND OFFICE
F-1
FACTORY SUBSTATIONS INDUSTRIAL MODERATE-HAZARD
F-2
FACTORY INDUSTRIAL LOWHAZARD
MEP
M
MERCANTILE
RETAIL SHOPS (CONCESSIONS) NOT OPEN TO THE CONCOURSE
S-2
STORAGE (LOW HAZARD)
SUPPORT AREAS, STORAGE CLOSETS
CBP PRIMARY
A
1312 (A-3) ASSEMBLY
CBP SECONDARY 9 (B) BUSINESS
1 HOUR FIRE SEPARATION
F'
08''
2 HOUR FIRE SEPARATION 3 HOUR FIRE SEPARATION 4 HOUR FIRE WALL
08'
STAIR NUMBER: STR-03 STAIR CAPACITY: 72" / 0.3 = 240
E'
07'
ACTUAL OCCUPANTS:
STAIR NUMBER: STR-02 STAIR CAPACITY: 72" / 0.3 = 240
06' STAIR NUMBER: STR-14 STAIR CAPACITY: 72" / 0.3 = 240
ACTUAL OCCUPANTS:
STAIR WIDTH: 72" PEOPLE PEOPLE
ACTUAL OCCUPANTS:
STAIR NUMBER: STR-01 STAIR CAPACITY: 72" / 0.3 = 240
D'
05'
ELEC.
ACTUAL OCCUPANTS:
1114 (F-2) LOW - HAZARD OCCUPANCY
STAIR WIDTH: 72"
FIRE SHUTTER
PEOPLE PEOPLE
PEOPLE PEOPLE
STAIR WIDTH: 72" PEOPLE PEOPLE
C' 03'
STAIR WIDTH: 72" PEOPLE PEOPLE
B'
01'
2 HOUR FIRE SEPARATION
TABLE 1028.7 TRAVEL DISTANCE (SPRINKLERED) OCCUPANCY PRIMARY SECONDARY A-2, A-3 150 (FEET) 150 (FEET) PROJECT DATA
PROJECT NAME: PROJECT ADDRESS:
FIRE SHUTTER
OWNER:
OCCUPANCY GROUPS
CONSTRUCTION TYPE:
DESIGNATION OCCUPANCY GROUP
IB
APPLICABLE CODES 2014 NEW YORK CITY BUILDING CODE (NYCBC) 2013 ASME 17.1 -- SAFETY CODE FOR ELEVATORS AND ESCALATORS 2014 NEW YORK CITY ENERGY CONSERVATION CODE (NYCECC). INCLUDING REFERENCE STANDARDS AND THE RULES OF NEW YORK AND NEW YORK CITY LOCAL LAWS 2015 TENANT CONSTRUCTION REVIEW MANUAL (TCRM) LEED BD+C CORE AND SHELL V3 2010 LEED ADA STANDARDS FOR ACCESSIBLE DESIGN, AMERICAN WITH DISABILITIES ACT (ADA)
JFK TERMINAL 6 DEVELOPMENT JOHN F. KENNEDY AIRPORT QUEENS, NY 11430 VANTAGE GROUP
Travel Path ID
Maximum Travel Distance
Type
Travel Path Distance
A A
PRIMARY 150 SECONDARY 250
143' - 5" 154' - 4"
B B
PRIMARY 150 SECONDARY 250
94' - 3" 109' - 1"
C C
PRIMARY 150 SECONDARY 250
147' - 0" 152' - 0"
C1 C1
PRIMARY 150 SECONDARY 250
114' - 5" 134' - 3"
C2 C2
PRIMARY 150 SECONDARY 250
89' - 5" 91' - 0"
C3 C3
PRIMARY 150 SECONDARY 250
107' - 7" 172' - 7"
C4 C4
PRIMARY 150 SECONDARY 250
112' - 9" 147' - 3"
C5
PRIMARY
218' - 8"
300
CORGAN ASSOCIATES ARCHITECTS PC 350 Fifth Avenue, Suite 5401 New York, NY 10118 T: 212-490-2930
AREA DESCRIPTION
A
ASSEMBLY
RESTAURANTS, CONCOURSE, CIRCULATION, HOLDROOM AREAS, CONCESSION LOUNGE AREAS
B
BUSINESS
FLIGHT SERVICES AND OPERATION, ADMINISTRATIVE AND OFFICE
F-1
FACTORY INDUSTRIAL MODERATE-HAZARD
SUBSTATIONS
F-2
FACTORY INDUSTRIAL LOWHAZARD
MEP
M
MERCANTILE
RETAIL SHOPS (CONCESSIONS) NOT OPEN TO THE CONCOURSE
S-2
STORAGE (LOW HAZARD)
SUPPORT AREAS, STORAGE CLOSETS
This document is incomplete and may not be used for regulatory approval, permit or construction.
KEY PLAN
A'
02'
TYPE OF CONTRUCTION - 2014 NYCBC TABLE
EGRESS DISTANCES - LEVEL 1 - PHASE 1
STAIR WIDTH: 72"
04'
BSO STORAGE 659 (S-2) LOW - HAZARD
STAIR NUMBER: STR-11 STAIR CAPACITY: 72" / 0.3 = 240 ACTUAL OCCUPANTS:
TRAVEL PATH NAME
B
MEP
3 HOUR FIRE SEPARATION 4 HOUR FIRE WALL
BUSINESS
PRIMARY TRAVEL PATH
1091 (F-2) LOW - HAZARD OCCUPANCY
SECTION BC 1016 EXIT ACCESS TRAVEL DISTANCE TABLE 1016.1 EXIT ACCESS TRAVEL DISTANCE OCCUPANCY WITH SPRINKLER SYSTEM (FT.) A SEE SECTION 1028.7 M, F-1 200 F-2, S-2 250 B 300
SECONDARY TRAVEL PATH
A
B
09'
TELECOM SERVICE ENTRANCE ROOM #2 990 (F-2) LOW - HAZARD OCCUPANCY
GENERAL SHEET NOTES
PRIMARY TRAVEL PATH
RESTAURANTS, CONCOURSE, CIRCULATION, HOLDROOM AREAS, CONCESSION LOUNGE AREAS
SECONDARY TRAVEL PATH
G01-03
FIRE PUMP ROOM
ASSEMBLY
LIFE SAFETY LEGEND
18143.0200 JOB 10/16/19 DATE SHEET
928 (F-2) LOW - HAZARD OCCUPANCY
H' B
This Document was produced by or under the authority of Registered Architect:
William J. Liese
A
C2
CBP BAGGAGE CLAIM 11 (A-3) ASSEMBLY
CBP QUEUE 13 (A-3) ASSEMBLY
01''
EGRESS DISTANCES - LEVEL 2 - PHASE 2
IB
OCCUPANCY GROUPS
FLOOR PLAN LEVEL 1 ARRIVALS - PHASE 2 - LIFE SAFETY
13'
GAS METER ROOM
EMERGENCY SUBSTATION #3
154 (F-2) LOW - HAZARD OCCUPANCY
STAIR WIDTH: 72"
ACTUAL OCCUPANTS:
MEP 922 (F-2) LOW - HAZARD OCCUPANCY
PEOPLE PEOPLE
ACTUAL OCCUPANTS:
C
C1
14'
ELEC. 177 177 (F-2) LOW - HAZARD OCCUPANCY
STAIR NUMBER: STR-17 STAIR CAPACITY: 72" / 0.3 = 240
PLUMBING 921 (F-2) LOW - HAZARD OCCUPANCY
UTILITY CORRIDOR
CONSTRUCTION TYPE:
APPLICABLE CODES 2014 NEW YORK CITY BUILDING CODE (NYCBC) 2013 ASME 17.1 -- SAFETY CODE FOR ELEVATORS AND ESCALATORS 2014 NEW YORK CITY ENERGY CONSERVATION CODE (NYCECC). INCLUDING REFERENCE STANDARDS AND THE RULES OF NEW YORK AND NEW YORK CITY LOCAL LAWS 2015 TENANT CONSTRUCTION REVIEW MANUAL (TCRM) LEED BD+C CORE AND SHELL V3 2010 LEED ADA STANDARDS FOR ACCESSIBLE DESIGN, AMERICAN WITH DISABILITIES ACT (ADA)
J
GAS METER ROOM 924 (F-2) LOW - HAZARD OCCUPANCY
PEOPLE PEOPLE
STAIR NUMBER: STR-27 STAIR CAPACITY: 72" / 0.3 = 240
TYPE OF CONTRUCTION - 2014 NYCBC TABLE
FIRE WALL TO BE PROVIDED ADJACENT TO TERMINAL 5I
G
PEOPLE PEOPLE
925 (F-2) LOW - HAZARD OCCUPANCY
STAIR WIDTH: 72"
OWNER:
TERMINAL T5I EGRESS AIRSIDE DISCHARGE
L'
STAIR WIDTH: 72"
ACTUAL OCCUPANTS:
ISSUES
INTERIM PDD SUBMISSION
JFK TERMINAL 6 DEVELOPMENT JOHN F. KENNEDY AIRPORT QUEENS, NY 11430 VANTAGE GROUP
DESIGNATION OCCUPANCY GROUP AREA DESCRIPTION
STAIR NUMBER: STR-20 STAIR CAPACITY: 72" / 0.3 = 240
ELEC. 175 (F-2) LOW - HAZARD OCCUPANCY
STAIR NUMBER: STR-26 STAIR CAPACITY: 72" / 0.3 = 240
PROJECT NAME: PROJECT ADDRESS:
TERMINAL 5I EGRESS LANDSIDE DISCHARGE
SEE DRAWING G01-02
GOODS SCREENING 149 (S-2) LOW - HAZARD
14600 Trinity Blvd Fort Worth, TX
10/16/2019
PROJECT DATA
ELEC. 913 (F-2) LOW - HAZARD OCCUPANCY
PEOPLE PEOPLE
ACTUAL OCCUPANTS:
TABLE 1028.7 TRAVEL DISTANCE (SPRINKLERED) OCCUPANCY PRIMARY SECONDARY A-2, A-3 150 (FEET) 150 (FEET)
E
KEY PLAN STAIR WIDTH: 72"
C.1
5
RESTROOMS
G.1
60
STAIR NUMBER: STR-24 STAIR CAPACITY: 72" / 0.3 = 240 ACTUAL OCCUPANTS:
SEE DRAWING G01-03
61
EXIST TERMINING AL
1981 Post Road Fairfield, CT
SECTION BC 1016 EXIT ACCESS TRAVEL DISTANCE TABLE 1016.1 EXIT ACCESS TRAVEL DISTANCE OCCUPANCY WITH SPRINKLER SYSTEM (FT.) A SEE SECTION 1028.7 M, F-1 200 F-2, S-2 250 B 300
D
CONCESSIONS
G.1
10/16/2019 5:48:47 PM G01-02 FLOOR PLAN - LEVEL 1 ARRIVALS - PHASE 1 - LIFE SAFETY
62
TERMIN NEW AL 6
C2
T DC
RESTROOMS 63
40 Wall Street New York NY
01.11
GENERAL SHEET NOTES
C3
SID A
G.1
01.1
C
850 (A-3) ASSEMBLY
DN FROM CONCOURSE
f o
69
F
BR2 95.4
15950 N. Dallas Parkway Dallas TX
PEOPLE PEOPLE
02.1
BUSSING LOBBY 658 (A-3) ASSEMBLY
OUTBOUND BHS
161 (S-2) LOW - HAZARD
CONCESSIONS SUPPORT 158 (B) BUSINESS
STAIR WIDTH: 72"
550 Seventh Avenue New York NY INBOUND BHS 5 (S-2) LOW - HAZARD
DN
DN
John F Kennedy International Airport Queens, NY 11430
DN
JFK TERMINAL 6 DEVELOPMENT
EX3
EX3
SUPPORT
212 West 35th Street New York NY
PEOPLE PEOPLE
ACTUAL OCCUPANTS:
B
1001 Avenue of America New York NY
PEOPLE PEOPLE STAIR WIDTH: 72"
ACTUAL OCCUPANTS:
HH
1194 (S-2) LOW - HAZARD
STAIR WIDTH: 72"
ACTUAL OCCUPANTS: A
C3
EE
PEOPLE PEOPLE
ACTUAL OCCUPANTS:
William J. Liese
SUPPORT 150 (B) BUSINESS
469 Seventh Avenue New York NY
STAIR WIDTH: 72"
John F Kennedy International Airport Queens, NY 11430
EX1
JFK TERMINAL 6 DEVELOPMENT
EX1
FLOOR PLAN LEVEL 1 ARRIVALS - PHASE 1 - LIFE SAFETY 18143.0200 JOB 10/16/19 DATE SHEET
G01-02
475 Fifth Avenue New York NY
469 Seventh Avenue New York NY
1001 Avenue of America New York NY
212 West 35th Street New York NY
STAIR WIDTH: 72" PEOPLE PEOPLE
ACTUAL OCCUPANTS: BB STAIR NUMBER: STR-28 STAIR CAPACITY: 72" / 0.3 = 240
PEOPLE PEOPLE STAIR WIDTH: 72" STAIR NUMBER: STR-24 STAIR CAPACITY: 72" / 0.3 = 240
77
PEOPLE PEOPLE
ACTUAL OCCUPANTS: STAIR NUMBER: STR-22 STAIR CAPACITY: 72" / 0.3 = 240
PEOPLE PEOPLE
STAIR NUMBER: STR-20 STAIR CAPACITY: 72" / 0.3 = 240
76
1981 Post Road Fairfield, CT
STAIR WIDTH: 72"
STAIR NUMBER: STR-18 STAIR CAPACITY: 72" / 0.3 = 240
PEOPLE PEOPLE
ACTUAL OCCUPANTS: STAIR NUMBER: STR-21 STAIR CAPACITY: 72" / 0.3 = 240
75
40 Wall Street New York NY
STAIR WIDTH: 72"
ACTUAL OCCUPANTS:
PEOPLE PEOPLE
ACTUAL OCCUPANTS:
STAIR WIDTH: 72"
STAIR NUMBER: STR-19 STAIR CAPACITY: 72" / 0.3 = 240
PEOPLE PEOPLE
ACTUAL OCCUPANTS:
STAIR WIDTH: 72"
STAIR WIDTH: 72" PEOPLE PEOPLE
ACTUAL OCCUPANTS:
PHASE 1
HOLDROOMS
STAIR WIDTH: 72"
PHASE 2
DELUGE SYSTEM PROVIDED. REFER TO FIRE PROTECTION DRAWINGS
78 1043 (A-3) ASSEMBLY
DD
550 Seventh Avenue New York NY
PEOPLE PEOPLE
ACTUAL OCCUPANTS: O
STAIR NUMBER: STR-18 STAIR CAPACITY: 72" / 0.3 = 240
STAIR WIDTH: 72"
STAIR NUMBER: STR-16 STAIR CAPACITY: 72" / 0.3 = 240
59
58
57
56
55
54
53
52
51
50
49
48
47
46
45
44
43
42
41
40
39
38
37
36.1
36
35
34 33
32
31
30
29
PEOPLE PEOPLE
26
25
24
23
22
PEOPLE PEOPLE
STAIR NUMBER: STR-10 STAIR CAPACITY: 72" / 0.3 = 240
PEOPLE PEOPLE 21
STAIR WIDTH: 72"
ACTUAL OCCUPANTS:
ISSUES
10/16/2019 STAIR WIDTH: 72"INTERIM PDD SUBMISSION
STAIR NUMBER: STR-13 STAIR CAPACITY: 72" / 0.3 = 240 ACTUAL OCCUPANTS: 27
28
STAIR NUMBER: STR-08 STAIR CAPACITY: 72" / 0.3 = 240
STAIR WIDTH: 72"Trinity Blvd Fort Worth, TX 14600
ACTUAL OCCUPANTS:
STAIR WIDTH: 72" PEOPLE PEOPLE
ACTUAL OCCUPANTS:
74
STAIR NUMBER: STR-15 STAIR CAPACITY: 72" / 0.3 = 240
PEOPLE PEOPLE
ACTUAL OCCUPANTS:
PHASE 1
STAIR NUMBER: STR-25 STAIR CAPACITY: 72" / 0.3 = 240
79 CC.1
15950 N. Dallas Parkway Dallas TX
STAIR WIDTH: 72"
ACTUAL OCCUPANTS:
CC
PHASE 2
80
FF
20
19
18
17
16
DELUGE SYSTEM PROVIDED. REFER TO FIRE PROTECTION DRAWINGS
STAIR WIDTH: 72" PEOPLE PEOPLE
ACTUAL OCCUPANTS: 15 14.1
14
13
12
11
10
09
08
07
06
05
04
03
02
01
CORGAN ASSOCIATES ARCHITECTS PC 350 Fifth Avenue, Suite 5401 New York, NY 10118 T: 212-490-2930
RESTROOMS
O 475 Fifth Avenue New York NY
This Document was produced by or under the authority of Registered Architect:
EX1
469 Seventh Avenue New York NY
William J. Liese
HOLDROOMS 188 (A-3) ASSEMBLY
DELUGE SYSTEM PROVIDED. REFER TO FIRE PROTECTION DRAWINGS
DELUGE SYSTEM PROVIDED. REFER TO FIRE PROTECTION DRAWINGS
DELUGE This SYSTEM document is incomplete and may PROVIDED. REFER not be used forTOregulatory approval, FIREpermit PROTECTION or construction. DRAWINGS
HOLDROOMS 1067 (A-3) ASSEMBLY
1001 Avenue of America New York NY
A 212 West 35th Street New York NY
EX2
EX2
FROM AIRLINE CLUB ABOVE
I
15950 N. Dallas Parkway Dallas TX
CONCESSIONS
RESTROOMS
195 (A-2) ASSEMBLY
K
D
L
M
N
FIRE SHUTTER TO BE PROVIDED ATRIUM BREAK
HH
70
HOLDROOMS 62 (A-3) ASSEMBLY
M
71 72 70.1
K
RESTROOMS
F BR1
69
BR2 95.4
CONCESSIONS 184 (B) BUSINESS
T.1
CONCESSIONS 961 (A-2) ASSEMBLY
SUPPORT 1139 (B) BUSINESS F.1
68
OPEN TO BELOW
ACTUAL OCCUPANTS:
40 Wall Street New York NY C GENERAL SHEET NOTES
OPEN TO BELOW
F&B 1059 (A-2) ASSEMBLY
TERMIN NEW AL 6
EXIST TERMINING AL
C.1
D CIRCULATION - AIRSIDE PHASE 1 53 (A-3) ASSEMBLY J
F GENERAL RETAIL 83 (A-2) ASSEMBLY
UP
63
62
61
60
G BAR/CASUAL SEATING 1074 (A-2) ASSEMBLY
T.2
IDF (AIRLINE/VENDOR) 214 (F-2) LOW - HAZARD OCCUPANCY
ELEC.
ELEC. 1182 (F-2) LOW - HAZARD OCCUPANCY
ELEC. 217 (F-2) LOW - HAZARD OCCUPANCY
PA IDF 1184 (F-2) LOW - HAZARD OCCUPANCY
SUPPORT 218 (B) BUSINESS
PA IDF 1030 (F-2) LOW - HAZARD OCCUPANCY 213 (F-2) LOW - HAZARD OCCUPANCY
1032 (F-2) LOW - HAZARD OCCUPANCY
PA IDF
CONCESSIONS 1080 (A-2) ASSEMBLY
STAIR NUMBER: STR-23 STAIR CAPACITY: 72" / 0.3 = 240 ACTUAL OCCUPANTS:
STAIR WIDTH: 72" PEOPLE PEOPLE
CCONCOURSE
STAIR NUMBER: STR-03 STAIR CAPACITY: 72" / 0.3 = 240
F&B 662 (A-2) ASSEMBLY
ACTUAL OCCUPANTS:
12'
DN
ELEC.
RESTROOMS G'
ACTUAL OCCUPANTS:
STAIR WIDTH: 72" PEOPLE PEOPLE
ELEC. 80 (F-2) LOW - HAZARD OCCUPANCY STAIR NUMBER: STR-12 STAIR CAPACITY: 72" / 0.3 = 240 ACTUAL OCCUPANTS: STAIR NUMBER: STR-11 STAIR CAPACITY: 72" / 0.3 = 240 ACTUAL OCCUPANTS:
STAIR NUMBER: STR-01 STAIR CAPACITY: 72" / 0.3 = 240 ACTUAL OCCUPANTS:
FLIGHT SERVICES AND OPERATION, ADMINISTRATIVE AND OFFICE
FACTORY SUBSTATIONS INDUSTRIAL MODERATE-HAZARD
F-2
FACTORY INDUSTRIAL LOWHAZARD
MEP
M
MERCANTILE
RETAIL SHOPS (CONCESSIONS) NOT OPEN TO THE CONCOURSE
S-2
STORAGE (LOW HAZARD)
STAIR NUMBER: STR-02 STAIR CAPACITY: 72" / 0.3 = 240
SUPPORT AREAS, STORAGE CLOSETS
LIFE SAFETY LEGEND
STAIR WIDTH: 72" PEOPLE PEOPLE
PRIMARY TRAVEL PATH
A
TRAVEL PATH NAME 1 HOUR FIRE SEPARATION 2 HOUR FIRE SEPARATION 3 HOUR FIRE SEPARATION 4 HOUR FIRE WALL FIRE SHUTTER
08''
E'
08'
SUBSTATION #1 933 (F-2) LOW - HAZARD OCCUPANCY
EGRESS DISTANCES - LEVEL 2 - PHASE 1
07' STANDBY DISTRIBUTION ROOM #1 901 (F-2) LOW - HAZARD OCCUPANCY
06'
DN
H3
D'
STAIR NUMBER: STR-01 STAIR CAPACITY: 72" / 0.3 = 240 ACTUAL OCCUPANTS:
05'
PEOPLE PEOPLE
C' 04'
PEOPLE PEOPLE
B' 03'
02' STAIR NUMBER: STR-17 STAIR CAPACITY: 72" / 0.3 = 240
BUSINESS
F-1
PARALLELING GEAR ROOM 934 (F-2) LOW - HAZARD OCCUPANCY
EMERGENCY SUBSTATION #1 50 (F-2) LOW - HAZARD OCCUPANCY
ACTUAL OCCUPANTS:
B
F'
H2
STAIR WIDTH: 72"
STAIR WIDTH: 72"
RESTAURANTS, CONCOURSE, CIRCULATION, HOLDROOM AREAS, CONCESSION LOUNGE AREAS
UP
MER 894 (F-2) LOW - HAZARD OCCUPANCY
STAIR WIDTH: 72" PEOPLE PEOPLE
ASSEMBLY
SECONDARY TRAVEL PATH
G01-07
STAIR NUMBER: STR-14 STAIR CAPACITY: 72" / 0.3 = 240
MDF #1 (PRIMARY) AIRLINE/VENDOR) 1025 (F-2) LOW - HAZARD OCCUPANCY
ACTUAL OCCUPANTS:
10' SUBSTATION #2 71 (F-2) LOW - HAZARD OCCUPANCY 09' SUBSTATION #2 71 (F-2) LOW - HAZARD OCCUPANCY
H'
A
UP
18143.0200 JOB 10/16/19 DATE SHEET
11'
67 (S-2) LOW - HAZARD
CART STORAGE 668 (B) BUSINESS
PEOPLE PEOPLE
1004 (F-2) LOW - HAZARD OCCUPANCY
MER
FLOOR PLAN LEVEL 2 CONCOURSE PHASE 2 - LIFE SAFETY
13'
STAIR WIDTH: 72"
STAIR WIDTH: 72" PEOPLE PEOPLE 01'
01''
Travel Path ID STAIR WIDTH: 72" PEOPLE PEOPLE
Type
Maximum Travel Distance
This Document was produced by or under the authority of Registered Architect:
William J. Liese
DESIGNATION OCCUPANCY GROUP AREA DESCRIPTION
CONCESSIONS - STORAGE 1019 (S-2) LOW - HAZARD J'
14'
IB
2014 NEW YORK CITY BUILDING CODE (NYCBC) 2013 ASME 17.1 -- SAFETY CODE FOR ELEVATORS AND ESCALATORS 2014 NEW YORK CITY ENERGY CONSERVATION CODE (NYCECC). INCLUDING REFERENCE STANDARDS AND THE RULES OF NEW YORK AND NEW YORK CITY LOCAL LAWS 2015 TENANT CONSTRUCTION REVIEW MANUAL (TCRM) LEED BD+C CORE AND SHELL V3 2010 LEED ADA STANDARDS FOR ACCESSIBLE DESIGN, AMERICAN WITH DISABILITIES ACT (ADA) OCCUPANCY GROUPS
F&B 52 (A-2) ASSEMBLY
J
CONCESSIONS 1119 (A-2) ASSEMBLY
IDF (AIRLINE/VENDOR) 998 (F-2) LOW - HAZARD OCCUPANCY
OWNER:
CONSTRUCTION TYPE:
APPLICABLE CODES
K'
H4
ISSUES
INTERIM PDD SUBMISSION
JFK TERMINAL 6 DEVELOPMENT JOHN F. KENNEDY AIRPORT QUEENS, NY 11430 VANTAGE GROUP
TYPE OF CONTRUCTION - 2014 NYCBC TABLE
FIRE WALL TO BE PROVIDED ADJACENT TO TERMINAL 5I
FIRE SHUTTER TO BE PROVIDED AT THE CONNECTION TO TERMINAL 5i CONCOURSE LEVEL
COFFEE 1058 (A-2) ASSEMBLY
DUTY FREE 68 (A-2) ASSEMBLY
CBIS/ CBRA 78 (S-2) LOW - HAZARD
IDF (AIRLINE/VENDOR) 1183 (F-2) LOW - HAZARD OCCUPANCY
999 (F-2) LOW - HAZARD OCCUPANCY T.3
H
KEY PLAN
DN
IDF (AIRLINE/VENDOR)
ELEC. 1028 (F-2) LOW - HAZARD OCCUPANCY
SEE DRAWING G01-07
PEOPLE PEOPLE
ACTUAL OCCUPANTS:
PROJECT NAME: PROJECT ADDRESS:
S' L'
H
STAIR WIDTH: 72"
SEE DRAWING G01-06
STAIR NUMBER: STR-26 STAIR CAPACITY: 72" / 0.3 = 240
14600 Trinity Blvd Fort Worth, TX
10/16/2019
PROJECT DATA
H DN
TABLE 1028.7 TRAVEL DISTANCE (SPRINKLERED) OCCUPANCY PRIMARY SECONDARY A-2, A-3 150 (FEET) 150 (FEET)
E
OPEN CONCESSIONS 49 (A-2) ASSEMBLY
1981 Post Road Fairfield, CT
SECTION BC 1016 EXIT ACCESS TRAVEL DISTANCE TABLE 1016.1 EXIT ACCESS TRAVEL DISTANCE OCCUPANCY WITH SPRINKLER SYSTEM (FT.) A SEE SECTION 1028.7 M, F-1 200 F-2, S-2 250 B 300
5
J
PEOPLE PEOPLE
ACTUAL OCCUPANTS:
PEOPLE PEOPLE
01.11
G.1
STAIR WIDTH: 72"
550 Seventh Avenue New York NY
STAIR WIDTH: 72"
01.1 I
UP
STAIR NUMBER: STR-27 STAIR CAPACITY: 72" / 0.3 = 240
10/16/2019 5:49:22 PM G01-06 FLOOR PLAN - LEVEL 2 CONCOURSE - PHASE 1 - LIFE SAFETY
10/16/2019 5:49:31 PM G01-07 FLOOR PLAN - LEVEL 2 CONCOURSE - PHASE 2 - LIFE SAFETY
N
STAIR NUMBER: STR-04 STAIR CAPACITY: 72" / 0.3 = 240 02.1
Travel Path Distance
H H
PRIMARY 150 SECONDARY 200
148' - 7" 149' - 8"
H1 H1
PRIMARY 150 SECONDARY 200
87' - 1" 154' - 11"
H2
PRIMARY
300
149' - 1"
H3
PRIMARY
300
112' - 11"
H4
PRIMARY
300
116' - 1"
H5
PRIMARY
300
251' - 1"
I I
PRIMARY 150 SECONDARY 200
113' - 1" 146' - 10"
J J
PRIMARY 150 SECONDARY 200
65' - 11" 142' - 6"
K K
PRIMARY 150 SECONDARY 200
140' - 4" 150' - 11"
This document is incomplete and may not be used for regulatory approval, permit or construction.
John F Kennedy International Airport Queens, NY 11430
C
47 (A-3) ASSEMBLY
JFK TERMINAL 6 DEVELOPMENT
L
X Y
HOLDROOMS
John F Kennedy International Airport Queens, NY 11430
EX3
EX3 SUPPORT 1082 (A-2) ASSEMBLY
EE
JFK TERMINAL 6 DEVELOPMENT
B
KEY PLAN
FLOOR PLAN LEVEL 2 CONCOURSE PHASE 1 - LIFE SAFETY
18143.0200 JOB 10/16/19 DATE SHEET
G01-06
STRUCTURAL & MEP
A 34 0-3 00
A340-300
SKETCH PHASE 2
PHASE 1
3/ A201
13
12
11
10
9
08
07
3' - 2" TYP 23' - 10 3/4"
06
05
23' - 7 1/2" EQ
EQ
04
EQ
03
02
EQ
EQ
01'''
01''
01
EQ 30' - 3 1/8"
40' - 6"
A
55
54
53
52
51
50
49
48
47
46
45
44
43
42
41
40
39
38
37
36
35
34
33
30' - 0" TYP 32
31
B 30
29
28
27
26
25
24
23.1
23
22
21
20
19
18
17
16
15
41' - 6 7/8"
56
14
9' - 3 3/4"
7' - 5 7/8" 26' - 3"
5' - 1"
6' - 10 1/4"
14' - 11"
C
D E
10' - 4"
57
30' - 6 7/8"
EQ EQ EQ EQ EQ EQ EQ 58
F
37' - 9 3/8"
21' - 10 7/8"
2' - 10" 26' - 7"
8' - 2"
H
28' - 9 1/2" 33' - 8 3/4"
28' - 9 1/2" 33' - 8 3/4"
G
J J' K L M
37' - 6 7/8"
60' - 0" TYP.
N
14'
60' - 0"
P
13'
12'
60' -0 TYP "
P' Q
60' - 0"
11'
10'
56' - 0"
G' 09'
08'
56' - 0"
E'
07'
06'
56' - 0"
60' - 0"
202
C'
02'
B'
1/ A
04'
PO V
26' - 6"
1/4"
201
0' 2
05'
A'
01'
Project Number: 18143.0000
NORTH
STRUCTURAL GRID LAYOUT - LEVELDRAFT1 - PH1 1" = 40'-0" 04/29/19
This Document was produced by or under the direct supervision of William J. Liese.
D' 1/ A
FHV
8' 4"
BIM
R
IN PROGRESS This document is incomplete and may not be used for regulatory approval, permit or construction.
STRUCTURAL
ROOF SECTION - HIGH ROOF
ROOF SECTION - LOWER ROOF
ROOF PLAN - SOUTH END
TYPICAL PLAN - SOUTH END
MEP
PRELIMINARY MECHENICAL AIR DISTRUBUTION
BUILDING ENCLOSURE / FIXED BRIDGE
SKETCH
SKETCH A 07/10/2019
SKETCH
A
A
DWG
CL CL
1'-1 1/2"1'-1 1/2"
18" X 35" SPANDREL BEAM
METAL PANEL
18" X X 35" 35" GIRDER SPANDREL 18" BEAM BEYOND 18" X 35" GIRDER METAL PANEL BEYOND
8" X 8" STRUCTURAL POST POST
METAL PANEL STEEL CAP PLATE
POST
1'-4"
STEEL CAP PLATE
1'-4" CEILING GLAZING
SKETCH
6
FIXED BRIDGE COLUMN ENCLOSURE 1 1/2" = 1'-0"
7
FIXED BRIDGE METAL PANEL DETAIL 1 1/2" = 1'-0"
6
FIXED BRIDGE COLUMN ENCLOSURE 1 1/2" = 1'-0"
7
FIXED BRIDGE METAL PANEL DETAIL 1 1/2" = 1'-0"
B
DWG
B
SKETCH
INSULATION
SLOPE 1/4" / FOOT MIN.
FIRE SAFING
CMU BRICK POST 8" X 8" STRUCTURAL ENCLOSURE POST
CL CL
COPING PARAPET CAP CANT STRIP FLASHING INSULATION CANT STRIP
2'-7 1/2"2'-7 1/2"
POST
FLASHING
SLOPE 1/4" / FOOT MIN.
FIRE SAFING CLIP
8" COLD FORMED WATERPROOFING STUD FRAMING WITH MEMBRANE INSULATION 8" COLD FORMED 3 5/8" STUD FRAMING STUD FRAMING WITH INSULATION METAL PANEL 3 5/8" STUD FRAMING
COPING PARAPET CAP
BEAM
FIRE SAFING CLIP
METAL PANEL WATERPROOFING 5/8" SHEATHING MEMBRANE
CMU BRICK POST ENCLOSURE
BEAM
WOOD BLOCKING
METAL PANEL VAPOR BARRIER 5/8" SHEATHING
POST
BEAM
CL CL
WOOD BLOCKING
VAPOR BARRIER
CL CL
BEAM
CEILING
GLAZING 8" X 8" STRUCTURAL POST 8" X 8" STRUCTURAL POST
C
1'-4"
DWG
4
1'-4" FIXED BRIDGE ROOF DETAIL AT FIXED BRIDGE POST 1 1/2" = 1'-0"
4
FIXED BRIDGE ROOF DETAIL AT FIXED BRIDGE POST 1 1/2" = 1'-0"
CL
BEAM
C
BUILDING ENCLOSURE / FIXED BRIDGE GENERAL NOTE:
3/ A06-03E G5.B
G5.B
G5.1
COLUMN GRID TO BE FURTHER COORDINATED WITH STRUCTURAL DOCUMENTS.
3/ A06-03E
3/ A06-03E G5.A
G5.B
G5.A
G5.1
G5.A
25' - 2"
CORGAN ASSOCIATES ARCHITECTS PC 350 Fifth Avenue, Suite 5401 New York, NY 10118 T: 212-490-2930
G5.1 CONCOURSE
STERILE
10' - 3"
15' - 6"
15' - 6"
475 Fifth Avenue New York NY G5.2
G5.2
G5.2
469 Seventh Avenue New York NY
B
30' - 8"
B
1001 Avenue of America New York NY
212 West 35th Street New York NY
15950 N. Dallas Parkway Dallas TX
1 A06-03K
18' - 0"
LANDING
1 A06-03E
25' - 0"
G5.4
G5.3
G5.4
4' - 4"
LANDING
1 A06-03E G5.4
G5.3
85' - 1"
RD
G5.3
1 A06-03E
550 Seventh Avenue New York NY
LANDING
14' - 6"
40 Wall Street New York NY
30' - 8"
15' - 0" S5.A0
S5.A0
A
S5.41
S5.41
G5.5
20' - 6"
5
G5.6
FIXED BRIDGE TYPE 4 (GATE 5, 6, 8 & 9) - ROOF PLAN 1/8" = 1'-0"
6
S5.A0
G5.A
3' - 3 1/4"
D
5' - 0"
5' - 0"
5' - 0"
FIXED BRIDGE TYPE 4 (GATE 5, 6, 8 & 9) - CONCOURSE PLAN 1/8" = 1'-0"
G5.1 G8.1 G9.1
G5.4 G8.4 G9.4
FIXED BRIDGE TYPE 4 (GATE 5, 6, 8 & 9) - STERILE CORRIDOR 1/8" = 1'-0"
William J. Liese
This document is incomplete and may not be used for regulatory approval, permit or construction.
C
S5.41
G5.5 S5.51 G8.5 G9.5
D
D
A
A
D
D
G5.6 G8.6 G9.6
A
LEVEL 2 - CONCOURSE 25' - 0"
27' - 6 3/4"
D
LEVEL 2 - CONCOURSE 25' - 0"
PANEL SIZE
27' - 9"
PANEL SIZE
G5.3 G8.3 G9.3
This Document was produced by or under the authority of Registered Architect:
CL MULLION
CL MULLION
CL MULLION
5' - 0"
CL MULLION
CL MULLION
A
OPEN
CL MULLION
D
LEVEL 1.5 - STERILE CORRIDOR 12' - 0"
LEVEL 1.5 - STERILE CORRIDOR 12' - 0"
OPEN
OPEN
LEVEL 1 - ARRIVALS 0' - 0"
OPEN
LEVEL 1 - ARRIVALS 0' - 0"
FIXED BRIDGE TYPE 4 (GATE 5, 6, 8 & 9) - ELEVATION 1 1/8" = 1'-0"
4
G5.B
FIXED BRIDGE TYPE 4 (GATE 5, 6, 8 & 9) - ELEVATION 2 1/8" = 1'-0"
G5.A G5.6 G8.6 G9.6
G5.5 G8.5 G9.5
G5.4 G8.4 G9.4
G5.3 G8.3 G9.3
GLAZING TYPE LEGEND
C
G5.2 G8.2 G9.2
G5.1 G8.1 G9.1
A
CLEAR GLASS
D
METAL PANEL
E
SPLIT-FACED CMU
KEY PLAN
A
LEVEL 2 - CONCOURSE 25' - 0"
LEVEL 1.5 - STERILE CORRIDOR 12' - 0"
LEVEL 1.5 - STERILE CORRIDOR 12' - 0"
f R o
LEVEL 2 - CONCOURSE 25' - 0"
D
IT A L 3
10/31/2019 5:43:48 PM A06-03E FIXED BRIDGE TYPE 4 (GATE 5, 6, 8 & 9) - ENLARGED PLANS, ELEVATIONS & SECTIONS
7
G5.2 G8.2 G9.2
3' - 3 1/4"
CL MULLION
3
12' - 0"
G5.6
G5.B
5' - 0"
S5.51 LANDING
John F Kennedy International Airport
G5.6
ISSUES
INTERIM PDD SUBMISSION
G5.5 S5.51
LANDING
9' - 3"
S5.51
10/16/2019
JFK TERMINAL 6 DEVELOPMENT
G5.5
14600 Trinity Blvd Fort Worth, TX
STAIR 13
24' - 2"
A
S5.41
RD
STAIR 13
1981 Post Road Fairfield, CT
S5.A0
FIXED BRIDGE TYPE 4 (GATE 5, 6, 8 & 9) - SHORT SECTION 1/8" = 1'-0"
D C T
OPEN
OPEN LEVEL 1 - ARRIVALS 0' - 0"
1
D C T
LEVEL 1 - ARRIVALS 0' - 0"
2
FIXED BRIDGE TYPE 4 (GATE 5, 6, 8 & 9) - LONG SECTION 1/8" = 1'-0"
OPEN DN
DN
FIXED BRIDGE TYPE 4 (GATE 5, 6 8 & 9) - ENLARGED PLANS, ELEVATIONS & 18143.0200 JOB SECTIONS 10/17/19 DATE SHEET
A06-03E
BUILDING ENCLOSURE WT1 01/A07-03 SIM. UNITIZED CURTAIN WALL SYSTEM WITH ARCH. LOUVERS
WT6 - AIRSIDE CLEARSTORY UNITIZED ALUMINUM CURTAIN WALL SYSTEM
EXTERIOR ENVELOPE SYSTEM LEGEND
RS -03A ALUMINUM FRAMED ETFE MEMBRANE CUSHION SKYLIGHT SYSTEM
WT - 2 UNITIZED CURTAIN WALL SYSTEM NON-BLAST RESISTANT
WT-7
WT - 5 STICK-BUILT CURTAIN WALL ENTRANCE SYSTEM
WALL SYSTEMS WT - 1 UNITIZED CURTAIN WALL SYSTEM BLAST RESISTANT
WT - 3 RAINSCREEN METAL PANEL CLADDING SYSTEM WT - 4 RAINSCREEN METAL PANEL CLADDING SYSTEM WITH CMU BACKUP
WT - 6 UNITIZED CURTAIN WALL WT - 7 CMU
WT1 01/A07-04 SIM. UNITIZED CURTAIN WALL SYSTEM AT FIXED BRIDGES
2
ROOF SYSTEMS RS - 01 CONVENTIONAL KEE THERMOPLASTIC MEMBRANE SYTEM
RS -03B CURBSIDE CANOPY SINGLE LAYERED ETFE TENSION MEMBRANE SYSTEM
WT-5 STICK BUILT CURTAIN WALL VESTIBULE ENTRANCE SYSTEM, TYP.
WEST VIEW
WT6 - AIRSIDE CLEARSTORY UNITIZED ALUMINUM CURTAIN WALL SYSTEM BUILDING ENCLOSURE SYSTEM DIAGRAM
RS - 3A ALUMINUM FRAMED ETFE MEMBRANE CUSHION SKYLIGHT SYSTEM, TYP.
10/15/2019 7:23:43 PM A07-01
4
NORTH VIEW 2
RS - 03A ALUMINUM FRAMED ETFE MEMBRANE CUSHION SKYLIGHT SYSTEM RS - 03B ALUMINUM FRAMED SIGNLE LAYER ETFE TENSION MEMBRANE SYSTEM
FOUNDATION SYSTEM BG - 01 PRE-APPLIED INTEGRALLY BONDED WATERPROOFING SHEET MEMBRANED BONDED TO CAST-IN-PLACE CONCRETE
EAST VIEW
WT-1 UNITIZED CURTAIN WALL SYSTEM
1
RS - 02 CONVENTIONAL KEE THERMOPLASTIC MEMBRANE SYSTEM ON STRUCTURAL CONCRETE SLAB
RS - 3A ALUMINUM FRAMED ETFE MEMBRANE CUSHION SKYLIGHT SYSTEM, TYP.
WT-2 UNITIZED CURTAIN WALL SYSTEM, TYP.
RS - 3A ALUMINUM FRAMED ETFE MEMBRANE CUSHION SKYLIGHT SYSTEM, TYP.
WT-7 CMU
BUILDING ENCLOSURE L.A
L.B
L.C
A'
20' - 8"
B'
8' - 2"
C'
F
D'
26' - 8"
E
D
C.1
C
55' - 0"
3 A07-06
NOTE: 5'-0" FLOOR DEPTH INCLUDES FLOOR DECK, BEAMS, MEP, ARCH AND LIGHTING
CHANGE IN VIEW PLANE
LINE OF SIGHT PLANE
RAMP CONTROL TOWER LEVEL 74' - 0"
ROOF STRUCT / ARCH
3 A07-04
DEPARTURES ROOF 67' - 5"
25' - 0"
CLERESTORY GLASS
DEPARTURES CURB
SSCP QUEUE 16165 SF
TSA SUPPORT 2991 SF
CIRCULATION LANDSIDE 37163 SF
LEVEL 3 - DEPARTURES 42' - 5"
17' - 5"
FLOOR STRUCT / MECH/ ARCH
SERVICE CORRIDOR 5596 SF MDF #2 403 SF
SUBSTATION #2 4502 SF
LANDSIDE
HOLDROOMS 13183 SF
LEVEL 2 - CONCOURSE 25' - 0"
CIRCULATION LANDSIDE 698 SF
MEP 1809 SF
MEP 1809 SF
OUTBOUND BHS 29802 SF
13' - 0" 12' - 0"
RESTROOMS 3905 SF
LEVEL 1.5 - STERILE CORRIDOR 12' - 0"
LEVEL 1 - ARRIVALS 0' - 0"
1' - 6"
RESTROOMS 3905 SF
AIRSIDE
STERILE CORRIDOR 12310 SF
10' - 6"
10' - 0"
FLOOR STRUCT / MECH/ ARCH
ARRIVALS CURB
1
CIRCULATION AIRSIDE PHASE 1 52428 SF
SUPPORT 2928 SF
BUILDING SECTION 3 3/32" = 1'-0"
AHUs SEE 'M SERIES ' DWG
H
G.1
G
F
E
D
C.1
LEVEL 1 - ARRIVALS LOWERED -1' - 6"
MOVING WALKWAY PIT BEYOND
C
EX3
45' - 8"
EX2
45' - 8"
EX1
45' - 8"
SOLAR SHADES LINE OF SIGHT PLANE
RAILING, TYP.
3 A01-11
3 A07-04
DEPARTURES CURB
25' - 0"
DEPARTURES ROOF 67' - 5"
3 A07-05 TICKET COUNTER QUEUE 10443 SF
TICKET COUNTERS 4693 SF
CIRCULATION AIRSIDE 33766 SF
CONCESSIONS 9460 SF
HOLDROOMS 13116 SF
LEVEL 2 - CONCOURSE 25' - 0"
STERILE CORRIDOR 31347 SF
JFK T6 _STERILE CORRIDOR - COLUMN LAYOUT 09/11/2019 LEVEL 1.5 - STERILE CORRIDOR 12' - 0"
SUPPORT 11497 SF
COVERED GSE 13873 SF
STERILE CORRIDOR 31347 SF
BUILDING SECTION 4
AIRSIDE LEVEL 1 - ARRIVALS 0' - 0"
1' - 6"
LANDSIDE
9' - 0"
CONCEPT SKETCHES
ARRIVALS CURB
EXPERIENCE MOMENT 1018 SF
13' - 0"
SERVICE CORRIDOR 5139 SF
12' - 0"
SUPPORT 6179 SF
0 5A0 2/
17' - 5"
LEVEL 3 - DEPARTURES 42' - 5"
10' - 0"
10/16/2019 5:41:08 PM A05-02
BUILDING SECTIONS - 3 & 4
RAMP CONTROL TOWER LEVEL 74' - 0"
AHUs, SEE M SERIES DWG.
LEVEL 1 - ARRIVALS LOWERED -1' - 6"
KEY PLAN SECTION B - DEPARTURES R
TRIM COVER
STEEL REINFORCEMENT
COL. GRID
6"
ASK 190805-31_JFK T6 - North Wall Curtain Wall _Detail Below Slab
BAGGAGE AREA
STRUCTURAL SILICONE
3/4"
13
WT-02 SECTION SECTION - STICK SYSTEM - Callout 1 1 1/2" = 1'-0"14 1 1/2" = 1'-0"
13
WT-02 SECTION 1 1/2" = 1'-0"
CONCOURSE LEVEL
2'-4"
2'-4"
12
NORTH WALL STARTER SILL PLATE DETAILWT-01 PLAN DETAIL AT GLAZING ELEVATION - TYP. COL AT NORTH WALL 1 1/2" = 1'-0"LEVEL 1.5 - FIXED BRIDGE &2BUILDING 11 3" = 1'-0" 1 1/2" = 1'-0"
12
NORTH WALL STARTER SILL PLATE DETAIL COUPLED ALUMINUM STACK JOINT EXTRUSIONS 1 1/2" = 1'-0"
SHEATING
LEVEL 1.5 - STERILE CORRIDOR 24' - 0"
STRUCTURAL SILICONE
GASKET
3'-6"
COUPLED ALUMINUM STACK JOINT EXTRUSIONS
GASKET GLAZING STRUCTURAL SILICONE
1'-4"
3" TRIM COVER
1'-5"
1 1/2"
3"
3"
3" 5"
8"
3" 5"
8"
1'-4"
3"
1'-5" 3" 1 1/2" 3" 1 1/2" 3"
3"
0' - 11 1/2"
0' - 11 1/2"
3" 8" 5"
0' - 11 1/2"
3"
3"
3"
1'-4"
1'-4"
3"
JFKJFK TERMINAL TERMINAL 6 6 DEVELOPMENT DEVELOPMENT
3" 3"
3/4"
3" 5"
0' - 11 1/2"
3"
6
3" = 1'-0" 3" = 1'-0"
CONCRETE 1'-4"
TOP OF SLAB
SEMI-RIGID INSULATION;
STRUCTURAL EMBED 4"
STEEL PLATE WELDED TO EMBED WITH THREADED STUDS
6
STRUCTURAL EMBED SLAB EDGE BEYOND
A
KEY PLAN
PLAN DETAIL AT SPANDREL 3" = 1'-0"
THERMALLY BROKEN RAINSCREEN BRACKET WEEP 24" O.C.
3"
STEEL PLATE WELDED TO EMBED SEMIRIGID INSULATION WITH THREADED STUDS
This Document was produced by or under the authority of Registered Architect:
CONCRETE TOP OF SLABSTEEL REINFORCEMENT
STEEL REINFORCEMENT
This document is incomplete and may not be used for regulatory approval, permit or construction.
SEMIRIGID INSULATION COUPLED ALUMINUM MULLION EXTRUSION STEEL SPLICE AT STACK JOINT ANTI-BUCKLING CLIP STEEL REINFORCEMENT PRESSURE EQUALIZED CAVITIES GASKET
ISSUES
THERMALLY BROKEN RAINSCREEN INTERIM PDD SUBMISSION
BRACKET
8
SECTION DETAIL AT RAINSCREEN 1 1/2" = 1'-0"
3/4"
TOP OF SLAB
ANTI-BUCKLING CLIP
STRUCTURAL SILICONE METAL PANEL STIFFENERS AS REQUIRED
SPANDREL GLAZING COUPLED ALUMINUM MULLION EXTRUSION STRUCTURAL SILICONE ANTI-BUCKLING CLIP
PRESSURE EQUALIZED CAVITIES
6
PLAN DETAIL AT SPANDREL 3" = 1'-0"
6
PLAN DETAIL AT SPANDREL 3" = 1'-0"
KEY PLAN
STEEL SPLICE AT STACK JOINT SLAB EDGE BEYOND
William J. Liese
1981 Post Road Fairfield, CT
8
HOOK ATTACHMENT THROUGH THE VERTICAL MULLION (GRAVITY AND LATERAL ATTACHMENT) INTERIOR FINISH
6
4"
INTERIM PDD SUBMISSION
COUPLED ALUMINUM MULLION EXTRUSIONS
PANEL STIFFENER; ATTACHED WITH STRUCTURAL SILICONE, (AS REQUIRED)4" SECTION DETAIL AT RAINSCREEN DETAIL AT METAL PANEL 7 PLAN 1 1/2" = 1'-0" SEMI-RIGID INSULATION; 3" = 1'-0"
BAGGAGE AREA
MTL. PLATES
SLAB EDGE BEYOND
STEEL SPLICE AT STACK JOINT
3/4"
5'-0"
J D S
STIFFENERS ASPLAN REQUIRED PLAN DETAIL DETAIL AT SPANDREL AT SPANDREL
3"
WEEP 24" O.C. METAL PANEL PLASTIC SHIM VAPOR PERMEABLE WEATHER METAL PANEL ATTACHMENT BRACKET RESISTIVE BARRIER RAINSCREEN HORIZONTAL FRAMING RAINSCREEN VERTICAL WEEPFRAMING BAFFLE
COL. 10/16/2019 GRID
STRUCTURAL SILICONE
THERMALLY BROKEN RAINSCREEN BRACKET
FULLY SEALED INSULATED BACKPAN
PLASTIC WITH SHIM PANEL STIFFENER; ATTACHED METAL PANELSILICONE, ATTACHMENT BRACKET STRUCTURAL (AS REQUIRED) 14600 Trinity Blvd Fort Worth, TX RAINSCREENSEMI-RIGID HORIZONTAL FRAMING INSULATION; RAINSCREEN VERTICAL FRAMING
VISION GLAZING
ETAIL AT FIXED BRIDGE
10/16/2019
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STEEL REINFORCEMENT permit or constructio ANTI-BUCKLING CLIP PRESSURE EQUALIZED CAVITIES COUPLED ALUMINUM GASKET STRUCTURAL SILICONE MULLION EXTRUSIONS SPANDREL GLAZING METAL PANEL STRUCTURAL SILICONE STIFFENERS AS REQUIRED
4"
40 Wall Street New York NY
GASKET
William J. Lie B
PANEL STIFFENER; ATTACHED WITH STRUCTURAL SILICONE, (AS REQUIRED)
INTERIOR FINISH
WEEP BAFFLE
ANTI-BUCKLING CLIP
Architect: COUPLED ALUMINUM MULLION EXTRUSIONS FULLY SEALED INSULATED BACKPAN COUPLED ALUMINUM MULLION EXTRUSION STEEL SPLICE AT STACK JOINT This document ANTI-BUCKLING CLIP
METAL PANEL
SECTION DETAIL AT RAINSCREEN 1 1/2" = 1'-0"
CONCRETE
550 Seventh Avenue New York NY
COUPLED ALUMINUM MULLION EXTRUSION
5"
4
8
METAL PANEL VAPOR PERMEABLE WEATHER RESISTIVE BARRIER
PRESSURE EQUALIZED CAVITIES
RT-01 ROOF SYSTEM DETAIL 1 1/2" = 1'-0"
STRUCTURAL EMBED
SECTION AT ANCHORAGE 15950 N. Dallas Parkway Dallas TX 1 1/2" = 1'-0"
COL. GRID
William J. Lie
ANTI-BUCKLING CLIP
4"
WEEP 24" O.C. PLASTIC SHIM 14600 Trinity Blvd Fort Worth, TX METAL PANEL ATTACHMENT BRACKET RAINSCREEN HORIZONTAL FRAMING ISSUES RAINSCREEN VERTICAL FRAMING
FULLY SEALED BACKPAN 1001 Avenue of America New York NY FRITTED GLAZING AT SPANDREL
STEEL SPLICE AT STACK JOINT
2" METAL PANEL
STEEL SPLICE AT STACK JOINT
GLAZING
FIRESTOP AND SMOKE SEAL 212 West 35th Street New York NY
3
SLAB EDGE BEYOND
This Document was p under the authority o Architect:
STEEL SPLICE AT STACK JOINT STEEL SPLICE AT STACK JOINT This document is inc SLAB EDGE BEYOND not be used for regul This Document was p STEEL REINFORCEMENT STEEL REINFORCEMENT permitthe or constructio under authority o
PLAN DETAIL AT SPANDREL 3/4" 3" = 1'-0"
dy International Airport ens, NY 11430
ANTI-BUCKLING CLIP
COUPLED ALUMINUM MULLION EXTRUSION STEEL REINFORCEMENT
STEEL PLATE WELDED TO EMBED WITH THREADED STUDS
FULLY SEALED BACKPAN CL TRIM COVER
2" METAL PANEL
SELF-ADHERING VAPOR RETARDER
STRUCTURAL SILICONE L-BRACKET
3/4"
3/4"
1'-4"
4"
STRUCTURAL TOP OF SLAB EMBED
AT ANCHORAGE 3 SECTION NORTH WALL STARTER SILL PLATE DETAIL 1 1/2" = 1'-0" 1 1/2" = 1'-0"
0' - 2" 0' - 2"
3/4"
PLAN DETAIL AT METAL PANEL 3" = 1'-0"
K
SLAB EDGE BEYOND
1981 Post RoadBAFFLE Fairfield, CT WEEP
SEMI-RIGID INSULATION
SETTING SHELF
STRUCTURAL EMBED
0' - 11 1/2"
BAGGAGE AREA
PLAN DETAIL AT METAL PANEL 3" = 1'-0"
SEMIRIGID INSULATION FULLY SEALED INSULATED BACKPAN INTERIOR FINISH
METAL PANEL VAPOR PERMEABLE WEATHER RESISTIVE BARRIER
PRESSURE EQUALIZED CAVITIES TOP OF SLAB
FIRESTOP VENT AND SMOKE SEAL TO MULLION
SETTING BLOCK
12
3" = 1'-0"
STEEL PLATE WELDED TO EMBED WITH THREADED STUDS
3/4"
1 1/2"
2
2'-4"
L-BRACKET
TOP OF TOP SLAB OF SLAB
1'-4"
2'-4"
SEMI-RIGID INSULATION
CONCRETE ROOF DECK
SETTING BLOCK FRITTED GLAZING AT SPANDREL SETTING SHELF WT-01New PLAN DETAIL AT 469 Seventh Avenue York NY
SETTING SHELF PRESSURE EQUALIZED CAVITIES
PLAN DETAIL AT RAINSCREEN 1 1/2" = 1'-0"
CL
3/4"
9"
METAL PANEL ATTACHMENT BRACKET
TOP OF SLAB
40 Wall Street New York NY
TRIM COVER L-BRACKET
475 Fifth Avenue New York NY SEMI-RIGID INSULATION
SETTING BLOCK
SLAB EDGE BEYOND
VERTICAL MULLION (GRAVITY AND LATERAL ATTACHMENT)
PLAN DETAIL AT METAL PANEL 3" = 1'-0"
6 7
HOOK ATTACHMENT THROUGH THE CLIP AND VERTICALANTI-BUCKLING MULLION (GRAVITY LATERAL ATTACHMENT)
HOOK ATTACHMENT THROUGH THE GASKET VERTICAL MULLION (GRAVITY AND STEEL PLATE WELDED TO EMBED LATERAL ATTACHMENT) WITH THREADED STUDS VISION GLAZING
3"
FT. SLOPE)
PLASTIC SHIM
STRUCTURAL SILICONE METAL PANEL
7
TRIM COVER COUPLED ALUMINUM MULLION EXTRUSION
PRESSURE EQUALIZED CAVITIES VENT TO MULLION
1'-5"
SETTING BLOCK STRUCTURAL SILICONE FRITTED GLAZING AT SPANDREL (FULLY ADHERED) LEVEL 1.5 - STERILE COVERBOARD SETTING CORRIDOR SHELF GASKET TAPERED RIGID INSULATION 24' - 0" VISION GLAZING (FULLY ADHERED, MIN. 1/4 IN. PER VENT TO MULLION
GLAZING
5'-0"
SLAB EDGE BEYOND
CL
4' - 0 1/2"
4' - 0 1/2"
3 1/2"
COL. GRID
9" 3 1/2"
SHEATING
9
WT-02 SECTION SEMI-RIGID INSULATION KEE ROOFING MEMBRANE (FULLY 1 1/2" = 1'-0" ADHERED)
FRITTED GLAZING AT SPANDREL
3"
9"
6 1/4"
1'-4"
3/4" 3 3/4"
7
TRIM COVER
15950 N. Dallas Parkway Dallas TX
550 Seventh Avenue New York NY
STEEL REINFORCEMENT
3"
ISS
INTERIM P
STEEL PLATE WELDED TO EMBED WITH THREADED STUDS
CONCRETE CONCRETE HOOK ATTACHMENT THROUGH THE
3/4"
6 1/4" 3'-0"
3'-0"
8"
CL
CL
MTL. PLATES
COUPLED ALUMINUM STACK JOINT EXTRUSIONS PANEL STIFFENER; ATTACHED WITH PRESSURE EQUALIZED CAVITIES GASKET STRUCTURAL SILICONE, (AS REQUIRED)
COL. GRID
STEEL SPLICE AT STACK JOINT
3"
CORGAN ASSOCIATES ARCHITECTSGASKET PC 350 Fifth Avenue, Suite 5401 New York, NY 10118 GLAZING SETTING BLOCK T: 212-490-2930 STRUCTURAL SILICONE SETTING SHELF
RAINSCREEN HORIZONTAL FRAMING
3'-6"
STERILE CORRIDOR
6 1/4"
VENT TO MULLION PRESSURE EQUALIZED CAVITIES
PRESSURE EQUALIZED CAVITIES COUPLED ALUMINUM STACK JOINT EXTRUSIONS
VAPOR PERMEABLE WEATHER RESISTIVE BARRIER
14600 Trinity Blv
10/16/2019
8"
3 1/2"
3 1/2"
VARIES; AVG. R-30
GLAZING
TRIM COVER
FULLY SEALED BACKPAN
SECTION AT ANCHORAGE SLAB EDGE SECTION DETAIL DETAIL AT RAINSCREEN AT RAINSCREEN BEYOND 1 1/2" = 1'-0" 8 3SECTION 1 1/2"1=1/2" 1'-0"= 1'-0"
2" METAL PANEL
1'-4"
1981 Post Roa 10/16/2019 INTERIM P
INTERIOR FINISH
STRUCTURAL STRUCTURAL SILICONE, SILICONE, (AS REQUIRED) (AS REQUIRED) COL. GRID
STRUCTURAL SILICONE
RAINSCREEN VERTICAL FRAMING
STRUCTURAL SILICONE
STERILE CORRIDOR
VARIES; AVG. R-30 3"
8" 5" 9"
9" 3 1/2" 9"
3'-0" 3'-0" 3 1/2"
13
GASKET
3 3/4"
3 1/2"
CL
1'-4"
4"
3"
SEMI-RIGID SEMI-RIGID INSULATION; INSULATION; FIRESTOP AND SMOKE SEAL 212 West 35th Street New York NY
COL AT NORTH WALL
GLAZING
GASKET
COL. GRID
PANELPANEL STIFFENER; STIFFENER; ATTACHED ATTACHED WITH WITH FRITTED GLAZING AT SPANDREL
8
ISS
STRUCTURAL SILICONE
STRUCTURAL SILICONE
SEMI-RIGID INSULATION THERMALLY THERMALLY BROKEN BROKEN RAINSCREEN RAINSCREEN 1001 Avenue ofBRACKET America New York NY BRACKET
GASKET
THERMALLY BROKEN
8"
9" MIN
G9.4
STRUCTURAL SILICONE SETTING SHELF
3"
WEATHER RESISTIVE BARRIER LEVEL 1.5 - FIXED BRIDGE & CONCRETE ROOF DECK SEMI-RIGID INSULATION 11 1 1/2" = 1'-0"
1'-4"
1'-4"
COUPLED ALUMINUM STACK JOINT EXTRUSIONS CORGAN ASSOCIATES ARCHITECTS PC COL. 350 Fifth Avenue, Suite 5401 GASKET New York, NY 10118 GRID GLAZING 212-490-2930 METALT: METAL PANEL PANEL
SETTING BLOCK
COUPLED ALUMINUM BUILDING ELEVATION - TYP. STACK JOINT EXTRUSIONS
COUPLED ALUMINUM RAINSCREEN BRACKET STACK JOINT EXTRUSIONS
3"
0' - 9"
SPANDREL GLAZING SETTING BLOCK
BAGGAGE BAGGAGE AREA AREA
40 Wall Street
14600 Trinity Blv
PRESSURE EQUALIZED CAVITIES
STRUCTURAL EMBED
PANEL STIFFENER; ATTACHED WITH STRUCTURAL SILICONE, (AS REQUIRED)
SEMI-RIGID INSULATION; COVERBOARD (FULLY ADHERED) TAPERED RIGID INSULATION 4" 1.5 - FIXED BRIDGE & BUILDING ELEVATION - TYP. COL AT NORTH WALL (FULLY ADHERED, MIN. 1/4 IN. PER 11 LEVEL 1 1/2" = 1'-0" FT. SLOPE) NORTH NORTH WALLWALL STARTER STARTER SILL PLATE SILL PLATE DETAIL DETAIL 12 VAPOR RETARDER 1 1/2"1=1/2" 1'-0"=SELF-ADHERING 1'-0" SECTION DETAIL AT RAINSCREEN 8 1 1/2" = 1'-0" CONCRETE
1981 Post Roa
GASKET ANTI-BUCKLING CLIP
VISION GLAZING
FIRESTOP FIRESTOP AND SMOKE AND SMOKE SEAL SEAL
THERMALLY BROKEN RAINSCREEN BRACKET SETTING SHELF
KEE ROOFING MEMBRANE (FULLY ADHERED)
1'-4"
0' - 2"
CONCOURSE LEVEL
TRIM COVER
1'-4"
12
FRITTED GLAZING AT SPANDREL
TRIM COVER
6 1/4"
C
1 1/2" = 1'-0"
4
VENT TO MULLION SEMI-RIGID INSULATION
WEEP 24" O.C. PRESSURE EQUALIZED CAVITIES PLASTIC SHIM METAL PANEL ATTACHMENT BRACKET RAINSCREEN HORIZONTAL FRAMING PLAN DETAIL AT RAINSCREEN RAINSCREEN VERTICAL FRAMING 1 1/2" = 1'-0"
COUPLED ALUMINUM MULLION EXTRUSION
STRUCTURAL STRUCTURAL EMBEDEMBED
WT-01 PLAN DETAIL AT GLAZING 3" = 1'-0"
PANEL STIFFENER;CONCRETE ATTACHED WITH VAPORVAPOR PERMEABLE PERMEABLE WEATHER WEATHER STRUCTURAL SILICONE CL STRUCTURAL SILICONE, (AS REQUIRED) RESISTIVE RESISTIVE BARRIER BARRIER PRESSURE EQUALIZED CAVITIES PLASTIC SHIM WEEP WEEP BAFFLE BAFFLE 475 Fifth Avenue New York NY METAL PANEL COL. GRID METAL PANEL ATTACHMENT BRACKET 24" O.C. 24" O.C. SETTING BLOCKWEEP WEEP PLASTIC PLASTIC SHIM SHIM TOP OF SLAB SETTING SHELF METALMETAL PANEL PANEL ATTACHMENT ATTACHMENT BRACKET BRACKET 469 Seventh Avenue New York NY RAINSCREEN RAINSCREEN HORIZONTAL HORIZONTAL FRAMING FRAMING VENT TO MULLION RAINSCREEN RAINSCREEN VERTICAL VERTICAL FRAMING FRAMING
WEEP BAFFLE
9
2
550 Seventh Ave
VISION GLAZING
STEELSTEEL PLATEPLATE WELDED WELDED TO EMBED TO EMBED WITH THREADED WITH THREADED STUDSSTUDS
3/4"
40 Wall Street
GRID PRESSURE EQUALIZED CAVITIES STEEL REINFORCEMENT
L-BRACKET L-BRACKET
RAINSCREEN HORIZONTAL FRAMING
STRUCTURAL SILICONE
TRIM COVER
3'-6"
RT-01 ROOF SYSTEM DETAIL 1 1/2" = 1'-0" TRIM COVER
COUPLED ALUMINUM STACK JOINT EXTRUSIONS PRESSURE EQUALIZED CAVITIES GASKET
2"
3 3/4"
TOP OF TOP SLAB OF SLAB
STEEL PLATE WELDED TO EMBED SETTING SETTING SHELF SHELF WITH THREADED STUDS
VAPOR PERMEABLE WEATHER RESISTIVE BARRIER
3/4"
15950 N. Dallas P
COL.
HOOK HOOK ATTACHMENT ATTACHMENT THROUGH THROUGH THE THE VERTICAL VERTICAL MULLION MULLION (GRAVITY (GRAVITY AND AND LATERAL LATERAL ATTACHMENT) ATTACHMENT)
CL
METAL PANEL VAPOR GASKET PERMEABLE WEATHER RESISTIVE BARRIER GLAZING
1'-4"
0' - 2" 0' - 2"
SLAB EDGE BEYOND
SETTING SHELF
8"
STEEL ROOF DECK
1'-5"
0' - 7"
5
6"
2'-2"
- STICK SYSTEM - Callout 1 14 SECTION 1 1/2" = 1'-0" KEE ROOFING MEMBRANE (FULLY ADHERED)
STRUCTURAL SILICONE
3" 3'-6"
CL
NORTH WALL STARTER SILL PLATE DETAIL 1 1/2" = 1'-0"
SPANDREL GLAZING
2"
TRIM COVER
CONCOURSE LEVEL RT-02 ROOF SYSTEM DETAIL
12
3'-0"
3"
METAL PANEL DETAIL AT FIXED BRIDGE 1 1/2" = 1'-0"
9"
INSULATION
15
BAGGAGE AREA
SECTION - STICK SYSTEM - Callout 1 1 1/2" = 1'-0"
COVERBOARD (FULLY ADHERED) TAPERED RIGID INSULATION (FULLY ADHERED, MIN. 1/4 IN. PER FT. SLOPE)
GASKET
1'-4"
STRUCTURAL SILICONE
3"
SETTING BLOCK
COVERBOARD (MECHANICALLY COUPLED ALUMINUM STACK JOINTFASTENED EXTRUSIONS TO DECK)
6"
9"
METAL PANEL SYSTEM
3'-6" 2'-2"
CL
8"
TRIM COVER COUPLED ALUMINUM MULLION EXTRUSION SLAB EDGE BEYOND ANTI-BUCKLING CLIP STEEL SPLICE AT STACK JOINT
TRIM COVER TRIM COVER
WT-01 PLAN DETAIL AT GLAZING WEATHER RESISTIVE BARRIER FULLYFULLY SEALED SEALED BACKPAN BACKPAN 1.5 - FIXED BRIDGE & BUILDING ELEVATION - TYP.2COL3"AT WALL = NORTH 1'-0" SEMI-RIGID INSULATION 11 LEVEL 1 1/2" =AT 1'-0" SECTION AT ANCHORAGE ANCHORAGE THERMALLY BROKEN 3 SECTION 1 1/2"1=1/2" 1'-0"= 1'-0" RAINSCREEN BRACKET RAINSCREEN VERTICAL FRAMING
2" METAL 2" METAL PANELPANEL COUPLED ALUMINUM STACK JOINT EXTRUSIONS
3'-6"
CL STEEL REINFORCEMENT STEEL SPLICE AT STACK JOINT
SPANDREL GLAZING
PRESSURE EQUALIZED CAVITIES
SELF-ADHERING VAPOR RETARDER
3 1/2"
2" FIREPROOFING
CL
6 1/4"
9"
8" H.S.S.
SOUTH WALL SPANDREL DETAIL 1 1/2" = 1'-0"
3 1/2"
CL
1
6 1/4"
G9.3
5' - 9"
DEPARTURE LEVEL
3'-0"A07-07A 6 1/4" SYSTEM 3ENCLOSURE 1/2" DETAILS BUILDING ENCLOSURE BUILDING SYSTEM DETAILS 10/15/2019 10:44:47 10/15/2019 PM 10:44:47 PM A07-07A 5' - 0 1/4"
TRIM COVER
STRUCTURAL SILICONE
STERILE CORRIDOR
3'-0"
3"
G9.4
GLAZING
RT-02 ROOF SYSTEM DETAIL 2" 1 1/2" = 1'-0"
CL
14
CONCOURSE LEVEL 9" MIN
8"
9" MIN
1'-4"
SOUTH WALL SPANDREL DETAIL 1 1/2" = 1'-0"
VARIES; AVG. R-30
1
3'-6"
0' - 2" 0' - 2"
ANTI-BUCKLING CLIP SLAB EDGE BEYOND COUPLED ALUMINUM MULLION EXTRUSION
GASKET
1'-4"
3
TRIM COVER
COUPLED ALUMINUM STACK JOINT EXTRUSIONS
6"
TRIM COVER
VARIES; AVG. R-30
CL
CL
GASKET ANTI-BUCKLING CLIP
TRIM COVER
3'-0"
6"
SECTION AT ANCHORAGE 1/2" = 1'-0"
550 Seventh Ave
STEEL REINFORCEMENT
CL
2'-4"
STRUCTURAL SILICONE MTL. PLATES
VISIONALUMINUM GLAZING COUPLED MULLION EXTRUSION STEEL REINFORCEMENT
STEEL ROOF DECK
4' - 0 1/2"
0' - 9"
SELF-ADHERING VAPOR RETARDER LEVEL 1.5 - STERILE COVERBOARD (MECHANICALLY CORRIDOR FASTENED TO DECK) 2" METAL PANEL 24' - 0"
3'-6"
WT-02 WT-02 SECTION SECTION 13 LEVEL 13 CONCOURSE 1 1/2"1=1/2" 1'-0"= 1'-0"
SECTION GLAZING 13 WT-02 1 1/2" = 1'-0"
2'-4"
3
PLAN DETAIL DETAIL AT METAL AT METAL PANEL PANEL 7 PLAN 7 = 1'-0" 3"JOINT = 1'-0" 212 West 35th Str STEEL SPLICE AT 3" STACK
3/4"
CONCRETE
3
15950 N. Dallas P
SLAB EDGE BEYOND
4"
3"
GASKET GASKET
FRITTED FRITTED GLAZING GLAZING AT SPANDREL AT SPANDREL
5'-0"
FIRESTOP AND SMOKE SEAL
GASKET SHEATING 1 VISION GLAZING
3"
GRID
FRITTED GLAZING AT SPANDREL
FULLY SEALED BACKPAN
(FULLY ADHERED) TAPERED RIGID INSULATION (FULLY ADHERED, MIN. 1/4 IN. PER FT. SLOPE)
COUPLED COUPLED ALUMINUM ALUMINUM
1'-4"
STIFFENERS AS REQUIRED 1001 Avenue of Am
TRIM COVER
4" 1'-4"
0' - 2" 0' - 2"
SEMI-RIGID SEMI-RIGID INSULATION INSULATION
2'-4"
SETTING SETTING SHELFSHELF COL.
STEEL SPLICE AT STACK JOINT
5
6 1/4"
G5.A
SECTION - STICK SYSTEM - Callout 1 KEE=ROOFING MEMBRANE (FULLY 1 1/2" 1'-0" ADHERED)
LEVEL 1.5 - STERILE CORRIDOR COVERBOARD 24' - 0"
SEMI-RIGID SEMI-RIGID INSULATION INSULATION
2'-2"
CONCOURSE LEVEL
VENT TO MULLION
MTL. PLATES
CL
469 Seventh Ave
212 West 35th Str
METAL PANEL
COL. COL. GRID GRID
PLAN DETAIL AT METAL PANEL 3" = 1'-0"
VENT TO VENT MULLION TO MULLION STRUCTURAL EMBED
5'-0"
SETTING SETTING BLOCKBLOCK SEMI-RIGID INSULATION
2'-4"
SETTING SHELF
4' - 0 1/2"
0' - 7"
GE ENTRANCE
CONCOURSE LEVEL
FRITTED GLAZING AT SPANDREL
INSULATION
0' - 2"
14
VENT TO MULLION VENT TO MULLION
SOUTH WALL SPANDREL DETAIL 1 1/2" = 1'-0"
1
METAL PANEL SYSTEM
6"
6 1/4"
3 1/2" 6 1/4"
G9.3
SETTING SHELF
SYSTEM DETAIL
SHEATING
FRITTED FRITTED GLAZING GLAZING AT SPANDREL AT SPANDREL
2" FIREPROOFING
COL. GRID
PRESSURE EQUALIZED CAVITIES PRESSURE EQUALIZED CAVITIES
SETTING SHELFSHELF SETTING
SEMI-RIGID INSULATION
1 1/2" = 1'-0"
SETTING BLOCK
SETTING BLOCKBLOCK SETTING
VENT TO MULLION
8" H.S.S.
CL
4
SLAB EDGE BEYOND
SETTING BLOCK PRESSURE EQUALIZED CAVITIES PRESSURE EQUALIZED CAVITIES GRID
PRESSURE EQUALIZED CAVITIES RT-01 ROOF CL CL
STRUCTURAL STRUCTURAL SILICONE SILICONE
VARIES; AVG. R-30
9"
6 1/4"
3"
CL
3"
1'-4"
7
GLAZING GLAZING HOOK ATTACHMENT THROUGH THE STRUCTURAL STRUCTURAL SILICONE SILICONE VERTICAL MULLION (GRAVITY AND COUPLED ALUMINUM LATERAL ATTACHMENT) MULLION EXTRUSION PRESSURE PRESSURE EQUALIZED EQUALIZED CAVITIES CAVITIES STEEL REINFORCEMENT TOP OF SLAB STEEL SPLICE AT STACK JOINT L-BRACKET TRIM COVER SETTING SETTING BLOCKBLOCK
COL.
STERILE STERILE CORRIDOR CORRIDOR
GASKET GASKET SPANDREL GLAZING SPANDREL GLAZING
2"
8"
1001 Avenue of Am
WT-01 PLAN DETAIL AT GLAZING 2 STRUCTURAL 3" = 1'-0" SILICONE
3/4"
ANTI-BUCKLING CLIP CONCRETE ROOF DECK
STRUCTURAL SILICONE
STERILE CORRIDOR
DETAIL AT FIXED BRIDGE
6"
SETTING SHELF
GLAZING
GLAZING
8"
STRUCTURAL SILICONE COVERBOARD (FULLY ADHERED) TAPERED RIGID INSULATION CONCRETE ROOF GASKET DECK (FULLY ADHERED, MIN. 1/4 IN. PER VISION GLAZING FT. SLOPE)
TRIM COVER
GASKET COUPLED ALUMINUM COUPLED ALUMINUM EXTRUSIONS STACKSTACK JOINT JOINT EXTRUSIONS GLAZING 1'-4" GASKET GASKET STRUCTURAL SILICONE GLAZING GLAZING PRESSURE EQUALIZED CAVITIES STRUCTURAL STRUCTURAL SILICONE SILICONE
3'-6"
3 3/4" 3 3/4" RT-01 ROOF SYSTEM DETAIL 1 1/2" = 1'-0"
4
5' - 9"
2' - 1"
FRITTED GLAZING AT SPANDREL
15
SETTING BLOCK
5' - 0 1/4"
B
CL
3 1/2"
CL
CL
3"
FRITTED GLAZING AT SPANDREL
CONCOURSE CONCOURSE LEVEL LEVEL
3'-6"
3"
METAL PANEL CL CL 1 1/2" = 1'-0" PRESSURE EQUALIZED CAVITIES
3 1/2"
CONCOURSE LEVEL
SEMI-RIGID INSULATION
CL
2"
SPANDREL GLAZING TRIM COVER TRIM COVER STRUCTURAL SILICONE
3"
6 1/4"
SETTING SHELF
CL
3'-0"
G5.A
9"
SETTING BLOCK
3 3/4"
PANEL DETAIL AT 6" FIXED 6" BRIDGE 1'-4" 1'-4" CL 1 1/2" = 2'-2" 1'-0" 2'-2"
15
GASKET
TRIM COVER TRIM COVER GASKET
COUPLED ALUMINUM COUPLED ALUMINUM EXTRUSIONS STACKSTACK JOINT JOINT EXTRUSIONS
5' - 9"
2"
TRIM COVER
3'-6"
COUPLED ALUMINUM METAL STACK JOINT EXTRUSIONS
1'-4"
5' - 0 1/4"
SEMI-RIGID INSULATION PRESSURE EQUALIZED CAVITIES
6"
3 1/2"
2'-2"
1'-4"
9" MIN
3'-6" DEPARTURE LEVEL
3 1/2"
SETTING SHELF
6 1/4"
9"
STRUCTURAL SILICONE SETTING BLOCK
8"
TRIM COVER
CL
9"
TRIM COVER
COUPLED ALUMINUM STACK JOINT EXTRUSIONS
3'-6"
G9.4
6 1/4"
8" 3"
CL
6 1/4"
1'-4"
GLAZING
10/15/2019 10:44:47 PM A07-07A BUILDING ENCLOSURE SYSTEM DETAILS
10/15/2019 10:44:47 PM A07-07A BUILDING ENCLOSURE SYSTEM DETAILS
3'-6"
3'-6"
4"
3" SELF-ADHERING VAPOR RETARDER STACKSTACK JOINT JOINT EXTRUSIONS EXTRUSIONS
1'-4"
COUPLED ALUMINUM STACK JOINT EXTRUSIONS
9"
DEPARTURE LEVEL
STRUCTURAL SILICONE
COUPLED ALUMINUM STACK JOINT EXTRUSIONS PRESSURE EQUALIZED CAVITIES GASKET
9" MIN
TRIM COVER
SOUTH WALLWALL SPANDREL SPANDREL DETAIL DETAIL 1 SOUTH 1 1/2"1=1/2" 1'-0"= 1'-0"
9"
3"
10/15/2019 10:44:47 PM A07-07A BUILDING ENCLOSURE SYSTEM DETAILS
SOUTH WALL SPANDREL DETAIL 1 1/2" = 1'-0"
GLAZING
1
CORRIDOR 24' - 0"
METAL PANEL ATTACHMENT BRACKET
0' - 11 1/2"
G9.4
8"
9" MIN 10/15/2019 10:44:47 PM A07-07A BUILDING ENCLOSURE SYSTEM DETAILS
1
3'-6"
1'-4"
GASKET
5' - 9"
COUPLED ALUMINUM
0' - 9"
5' - 0 1/4"
PLAN DETAIL AT FIXED BRIDGE ENTRANCE 16 STACK JOINT EXTRUSIONS 1 1/2" = 1'-0"
0' - 7"
LEVEL 1.5 - FIXED BRIDGE & BUILDING ELEVATION - TYP. COL AT NORTH WALL 1 1/2" = 1'-0" LEVEL 1.5 - STERILE
475 Fifth Avenu
METAL PANEL
ANTI-BUCKLING CLIP
2'-4"
5"
GLAZING
11
0' - 2"
11
COUPLED ALUMINUM MULLION EXTRUSIONS
PLASTIC SHIM
5'-0"
COVERBOARD MTL. (FULLY ADHERED) PLATES 9 TAPERED RIGID INSULATION SHEATING (FULLY ADHERED, MIN. 1/4 IN. PER FT. SLOPE) KEE ROOFING LEVEL LEVEL 1.5 - FIXED 1.5 -MEMBRANE FIXED BRIDGE BRIDGE &(FULLY BUILDING & BUILDING ELEVATION ELEVATION - TYP.- TYP. COL AT COL NORTH AT NORTH WALLWALL SELF-ADHERING VAPOR RETARDER 11 1ADHERED) 1/2"1=1/2" 1'-0"= 1'-0"
1'-5"
CONCOURSE CONCOURSE LEVEL LEVEL
COL. PLAN DETAIL AT RAINSCREEN GRID 1 1/2" = 1'-0"
PLAN DETAIL AT RAINSCREEN 1 1/2" = 1'-0" COL. GRID
1'-4"
SECTION - STICK SYSTEM - Callout 1 1 1/2" = 1'-0"
GLAZING GLAZING
9
2'-4"
1'-4"
CONCOURSE LEVEL
14
SECTION SECTION - STICK - STICK SYSTEM SYSTEM - Callout - Callout 1 1 14 1 1/2"1=1/2" 1'-0"= 1'-0"
3/4"
14
STACK JOINT
0' - 9"
VAPOR PERMEABLE WEATHER RESISTIVEWEATHER BARRIER RESISTIVE BARRIER SEMI-RIGID INSULATION CORGAN ASSOCIATE INTERIOR FINISH 350 Fifth Avenu RAINSCREEN HORIZONTAL FRAMING THERMALLY BROKEN New York, N RAINSCREEN BRACKET T: 212-49 SLAB EDGE BEYOND T PANELCOL. STIFFENER; ATTACHED WITH RAINSCREEN VERTICAL FRAMING COL. u STRUCTURAL SILICONE, (AS REQUIRED) GRID GRID A VAPOR PERMEABLE WEATHER PLASTIC SHIM RESISTIVE BARRIER FULLY SEALED INSULATED BACKPAN 475 Fifth Avenu W CORGAN ASSOCIATE METAL PANEL 350 Fifth Avenu RAINSCREEN HORIZONTAL FRAMING STEEL SPLICE AT STACK JOINT New York, T N METAL PANEL ATTACHMENT BRACKET T: 212-49 n PANEL STIFFENER; ATTACHED WITH STEEL REINFORCEMENT p STRUCTURAL SILICONE, (AS REQUIRED) 469 Seventh Ave
CL
3/4"
KEE ROOFING MEMBRANE (FULLY ADHERED)
3/4"
FRITTED GLAZING AT SPANDREL
6"
4
4' - 0 1/2"
BRIDGE ENTRANCE
0' - 7"
6" 3"
THERMALLY BROKEN RAINSCREEN BRACKET CONCRETE RAINSCREEN VERTICAL FRAMING
3/4"
COL. GRID
SLAB EDGE SLAB BEYOND EDGE BEYOND
RT-02 ROOF SYSTEM DETAIL 1 1/2" = 1'-0"
5
1 1/2"
1' - 4"
6"
3"
1 1/2" = 1'-0" STEEL SPLICE AT
3 1/2"
0' - 2"
CL
STEEL ROOF TRIM DECK COVER TRIM COVER
ROOF SYSTEM DETAIL METAL PANEL DETAIL AT FIXED BRIDGE 5 RT-02 SLAB EDGE BEYOND 1 1/2" = 1'-0" 1 1/2" = 1'-0"
SEMI-RIGID INSULATION
CL
1/2" =DECK) 1'-0"JOINT FASTENED TO STEELSTEEL SPLICESPLICE AT 1 STACK AT STACK JOINT
INSULATION
COUPLED ALUMINUM MULLION EXTRUSION
16
3 1/2"
SEMI-RIGID INSULATION
COL. GRID
STEEL PLANREINFORCEMENT DETAIL AT FIXED
15
METAL PANEL SYSTEM
STEEL SPLICE AT STACK JOINT ANTI-BUCKLING CLIP
COL. GRID
2" FIREPROOFING
WEATHER RESISTIVE BARRIER
0' - 2"0' - 2" 0' - 2"
MULLION MULLION EXTRUSION EXTRUSION STEELSTEEL REINFORCEMENT REINFORCEMENT RT-01 ROOF SYSTEM DETAIL COVERBOARD (MECHANICALLY
TRIM COVER
CONCRETE
CONCRETE ROOF DECK
CL
WT-01 WT-01 PLANPLAN DETAIL DETAIL AT GLAZING AT GLAZING 2 = 1'-0" 3" 3" = 1'-0"
2
2'-4" 2'-4" KEE ROOFING MEMBRANE (FULLY WT-01 PLAN DETAIL ATADHERED) GLAZING 3" = 1'-0" COVERBOARD (FULLY ADHERED) TAPERED RIGID INSULATION (FULLY ADHERED, MIN. 1/4 IN. PER FT. SLOPE)
SELF-ADHERING VAPOR RETARDER
COUPLED COUPLED ALUMINUM ALUMINUM SELF-ADHERING VAPOR RETARDER
3 1/2"
VISION GLAZING STEEL REINFORCEMENT
0' - 2" 0' - 2"
STEEL SPLICE AT STACK JOINT
8" H.S.S.
SETTING SHELF
CL
COUPLED ALUMINUM MULLION EXTRUSION STEEL REINFORCEMENT
INSULATION
2
RMINAL 6 LOPMENT
COL. GRID
SETTING BLOCK
CL
METAL PANEL SYSTEM
CL
2' - 1"
CONTROL JOINT ANTI-BUCKLING CLIP STRUCTURAL SILICONE COUPLED ALUMINUM MULLION EXTRUSION GASKET
9" MIN
PRESSURE EQUALIZED CAVITIES
G9.4
ANTI-BUCKLING CLIP
G9.3 2" FIREPROOFING
COVERBOARD (FULLY ADHERED) TAPERED RIGID INSULATION STRUCTURAL STRUCTURAL SILICONE SILICONE (FULLY ADHERED, MIN. 1/4 IN. PER GASKET FT. SLOPE) GASKET VISION VISION GLAZING GLAZING KEE ROOFING MEMBRANE (FULLY CL SELF-ADHERING VAPOR RETARDER 0' - 2" ADHERED) COVERBOARD (MECHANICALLY COVERBOARD (FULLY ADHERED) FASTENED TO DECK) TAPERED RIGID INSULATION STEEL ROOF DECKMIN. 1/4 IN. PER (FULLY ADHERED, ANTI-BUCKLING ANTI-BUCKLING CLIP CLIP FT. SLOPE)
CL
4' - 0 1/2"
CL
DEPARTURE LEVEL
8" H.S.S.
3'-0"
CL
TRIM COVER
9"
GASKET VISION GLAZING
8" 3"
GASKET VISION GLAZING
2'-4"
3
5'-0"
1'-5"
STRUCTURAL SILICONE STRUCTURAL SILICONE
6 1/4"
3 1/2" 3'-0"
GLAZING
2' - 1"
0' - 5" 0' - 8 1/8" 0' - 9" 0' - 5"
1'-4"
GASKET
CL
SHEATING SHEATING
KEE ROOFING MEMBRANE (FULLY ADHERED)
STRUCTURAL SILICONE
5' - 9"
CL
2'-4" 2'-4"
LEVEL LEVEL 1.5 - STERILE 1.5 - STERILE CORRIDOR CORRIDOR 24' - 0" 24' - 0"
VISION GLAZING
PLAN DETAIL AT RAINSCREEN SILICONE 9STRUCTURAL 1 1/2" = 1'-0"
3/4"
MTL. PLATES MTL. PLATES
SHEATING 0' - 9"
LEVEL 1.5 - STERILE CORRIDOR 24' - 0"
G9.3
CL
3'-6"
3'-0"
2" FIREPROOFING
COUPLED ALUMINUM STACK JOINT EXTRUSIONS
9" MIN
COL. GRID
5' - 9"
0' - 9"
INSULATION
8" H.S.S.
0' - 7"
G5.A
CL
METAL PANEL SYSTEM
CONTROL JOINT
CL
3"
FRITTED FRITTED GLAZING GLAZING AT SPANDREL AT SPANDREL
5' - 0 1/4"
FRITTED GLAZING AT SPANDREL 8" H.S.S.
3"
RT-02 ROOF SYSTEM DETAIL 1 1/2" = 1'-0"
5'-0" 2'-4"
MTL. PLATES
PLAN DETAIL AT FIXED BRIDGE ENTRANCE 1 1/2" = 1'-0"
16
5
COL. GRID
0' - 2"
6 1/4"
COL. GRID
3"
2" FIREPROOFING
1' 0' - 4" 8 1/8"
G5.A
6 1/4"
INSULATION METAL PANEL SYSTEM
A
9"
9"
1' - 4"
9"
STEEL SPLICE AT STACK JOINT
METAL PANEL PANEL DETAIL DETAIL AT FIXED AT FIXED BRIDGE BRIDGE 15 METAL 15 1 1/2"1=1/2" 1'-0"= 1'-0"
GASKET
COL. COL. GRID GRID 5'-0"
6 1/4"
STEEL REINFORCEMENT
METAL PANEL DETAIL AT FIXED BRIDGE 1 1/2" = 1'-0"
5' - 9" 5' - 0 1/4"
SEMI-RIGID INSULATION
15
3'-0"
SETTING SETTING SHELFSHELF COUPLED ALUMINUM MULLION EXTRUSION SEMI-RIGID SEMI-RIGID INSULATION INSULATION
5' - 0 1/4"
SETTING SHELF
SETTING BLOCK
COL. GRID
1'-4"
CL
SETTING SETTING BLOCKBLOCK CLIP ANTI-BUCKLING
RT-01RT-01 ROOF SYSTEM SYSTEM DETAIL DETAIL 4 ROOF 1 1/2"1=1/2" 1'-0"= 1'-0"
4
METAL PANEL SYSTEM RT-01 ROOF SYSTEM DETAIL 1 1/2" = 1'-0" INSULATION
4
CL
1'-5"
CL
1'-5"
CL
CL
VARIES; AVG. R-30 VARIES; AVG. R-30
0' - 8 1/8"
GASKET PRESSURE PRESSURE EQUALIZED EQUALIZED CAVITIES CAVITIES VISION GLAZING
3/ PRESSURE EQUALIZED CAVITIES
2" FIREPROOFING
CL
VARIES; AVG. R-30 VARIES; AVG. R-30
DEPARTURE LEVEL
STRUCTURAL SILICONE
PRESSURE EQUALIZED CAVITIES
CL
ANTI-BUCKLING CLIP
STEEL ROOF DECK
8" H.S.S.
1'-4"
DEPARTURE DEPARTURE LEVEL LEVEL
STRUCTURAL SILICONE
COUPLED ALUMINUM MULLION EXTRUSION
COVERBOARD (MECHANICALLY FASTENED TO DECK)
1'-4"
TRIM COVER TRIM COVER
STEEL REINFORCEMENT
SELF-ADHERING VAPOR RETARDER
1'-4"
3"
FT. SLOPE) CONCRETE CONCRETE ROOFROOF DECKDECK
VARIES; AV
G9.4
STRUCTURAL STRUCTURAL SILICONE SILICONE TRIM COVER
3"
G9.4
8"
3"
GLAZING GLAZING CONTROL JOINT
8"
9" MIN
8"
9" MIN
1'-4"
CL
G9.4
9" MIN
8"
0' - 5"
1'-4"
GASKET
GLAZING
1'-4"
GASKET GASKET
3'-6"
9" MIN
3'-6"
3'-6"
2' - 1"
COUPLED ALUMINUM STACK JOINT EXTRUSIONS
CONCRETE ROOF DECK
G9.3
0' - 9"
BUILDING ENCLOSURE
VA
L
COUPLED COUPLED ALUMINUM ALUMINUM STACKSTACK JOINT JOINT EXTRUSIONS EXTRUSIONS
GASKET 3/4"
SPANDREL GLAZING STRUCTURAL SILICONE
BUILDING ENCLOSU SYSTEM D
BUILDING ENCLOSU 1814 JOB SYSTEM D 10/16 DATE SHEET
A07-
1814 JOB 10/16 DATE SHEET
A07-
BUILDING ENCLOSURE ASK 190802-28_JFK T6 - North Wall Starter Sill Plate Detail G5.A
COL. GRID
CL
3'-6" 8" 3"
15
9"
SYSTEM DETAIL
5'-0"
GASKET VISION GLAZING
FRITTED GLAZING AT SPANDREL
10/16/2019
2'-4"
2
2'-4"
WT-01 PLAN DETAIL AT GLAZING 3" = 1'-0"
WT-01 PLAN DETAIL AT G 3" = 1'-0"
7
PLAN DETAIL AT METAL 3" = 1'-0"
GASKET CL
VISION GLAZING
CL
1'-5"
CL
VISION GLAZING
3"
COL. GRID ANTI-BUCKLING CLIP
COUPLED ALUMINUM MULLION EXTRUSION STEEL REINFORCEMENT
INTERIOR FINISH CL
SLAB EDGE BEYOND
5' - 9"
3"
0' - 2" 0' - 2"
COL. GRID
SLAB EDGE BEYOND William J. Liese
FULLY SEALED INSULATED BACKPAN
ANTI-BUCKLING CLIP
This document is incomplete and may not be used for regulatory approval, permit or construction.
STEEL SPLICE AT STACK JOINT
1'-4"
COUPLED ALUMINUM MULLION EXTRUSION STEEL REINFORCEMENT
This Document was produced by or under the authority of Registered Architect: TRIM COVER
STEEL SPLICE AT STACK JOINT
STEEL REINFORCEMENT
STEEL SPLICE AT STACK JOINT
3"
GASKET
5' - 9"
3'-0" STRUCTURAL SILICONE
5' - 0 1/4"
0' - 2" 0' - 2"
3"
3'-0"
2
INTERIM PDD SUBMISSION SHEATING
STRUCTURAL SILICONE
LEVEL 1.5 - STERILE CORRIDOR 24' - 0"
MTL. PLATES
5' - 0 1/4"
2'-4"
ISSUES
MTL. PLATES
STRUCTURAL SILICONE
3/4"
2'-4"
14600 Trinity Blvd Fort Worth, TX
SHEATING
D
COL. GRID
1981 Post Road Fairfield, CT
5'-0"
3"
LEVEL 1.5 - STERILE CORRIDOR 24' - 0"
1 1/2"
40 Wall Street New York NY
PRESSURE EQUALIZED CAVITIES
METAL PANEL DETAIL AT FIXED BRIDGE 1 1/2" = 1'-0"
6 1/4"
METAL PANEL DETAIL AT FIXED BRIDGE 1 1/2" = 1'-0"
RT-01 ROOF SYSTEM DETAIL 1 1/2" = 1'-0"
4
8"
1 1/2" = 1'-0"
COL. GRID
3 1/2"
COUPLED ALUMINUM MULLION EXTRUSION
3 1/2"
RT-01 ROOF SEMI-RIGID INSULATION
550 Seventh Avenue New York NY
STEEL REINFORCEMENT
ANTI-BUCKLING CLIP
CL
6 1/4"
STEEL SPLICE AT STACK JOINT
CL
SETTING SHELF
CONCRETE ROOF DECK
15950 N. Dallas Parkway Dallas TX
SLAB EDGE BEYOND
CL
SETTING BLOCK
SELF-ADHERING VAPOR RETARDER
5"
9" MIN
CONCRETE ROOF DECK
COVERBOARD (FULLY ADHERED) TAPERED RIGID INSULATION (FULLY ADHERED, MIN. 1/4 IN. PER FT. SLOPE)
TRIM COVER G9.4
SELF-ADHERING VAPOR RETARDER
PRESSURE EQUALIZED CAVITIES
ASK 190805-30_JFK T6 - Sterile Corridor Starter Sill Detail
4"
TRIM COVER
DEPARTURE LEVEL
1001 Avenue of America New York NY
9" MIN
1'-4"
0' - 9"
212 West 35th Street New York NY
3"
COVERBOARD (FULLY ADHERED) TAPERED RIGID INSULATION (FULLY ADHERED, MIN. 1/4 IN. PER FT. SLOPE)
8"
4
KEE ROOFING MEMBRANE (FULLY ADHERED)
0' - 2"
PLAN DETAIL AT RAINSCREEN 1 1/2" = 1'-0" 0' - 7" 1 1/2"
KEE ROOFING MEMBRANE (FULLY ADHERED)
STRUCTURAL SILICONE
CL
PLAN DETAIL AT RAINSC 1 1/2" = 1'-0"
3"
9
PLAN DETAIL AT FIXED BRIDGE ENTRANCE 1 1/2" = 1'-0"
GASKET
G9.4
9
1'-5"
1' - 4"
RT-02 ROOF SYSTEM DETAIL 1 1/2" 475 = 1'-0" Fifth Avenue New York NY
5
469 Seventh Avenue New York NY
GLAZING
9"
PLASTIC SHIM METAL PANEL
RT-02 ROOF SYSTEM DETAIL 1 1/2" = 1'-0"
COUPLED ALUMINUM STACK JOINT EXTRUSIONS
0' - 9"
E
15
CORGAN ASSOCIATES ARCHITECTS PC 350 Fifth Avenue, Suite 5401 New York, NY 10118 T: 212-490-2930
PANEL STIFFENER; ATTACHED WITH STRUCTURAL SILICONE, (AS REQUIRED)
3/4"
COL. GRID
COVERBOARD (MECHANICALLY FASTENED TO DECK)
METAL PANEL ATTACHMENT BRACKET
0' - 2"
DEPARTURE LEVEL
RAINSCREEN HORIZONTAL FRAMING
INSULATION
STEEL SPLICE AT STACK JOINT
5
TRIM COVER
METAL PANEL SYSTEM
COVERBOARD (MECHANICALLY FASTENED TO DECK)
SELF-ADHERING VAPOR RETARDER
STEEL ROOF DECK
STEEL REINFORCEMENT
16
3"
SELF-ADHERING VAPOR RETARDER
VAPOR PERMEABLE WEATHER RESISTIVE BARRIER
STEEL ROOF DECK
INSULATION
3'-6"
2" FIREPROOFING
COUPLED ALUMINUM MULLION EXTRUSION
COL. GRID
0' - 7"
THERMALLY BROKEN RAINSCREEN BRACKET RAINSCREEN VERTICAL FRAMING
8" H.S.S.
ANTI-BUCKLING CLIP
METAL PANEL SYSTEM
SEMI-RIGID INSULATION
COVERBOARD (FULLY ADHERED) TAPERED RIGID INSULATION (FULLY ADHERED, MIN. 1/4 IN. PER FT. SLOPE)
COVERBOARD (FULLY ADHERED) TAPERED RIGID INSULATION (FULLY ADHERED, MIN. 1/4 IN. PER FT. SLOPE)
1'-4"
0' - 8 1/8"
GASKET VISION GLAZING
VARIES; AVG. R-30
2' - 1"
VARIES; AVG. R-30
0' - 5"
CONTROL JOINT STRUCTURAL SILICONE
8" H.S.S. 2" FIREPROOFING
WEATHER RESISTIVE BARRIER
G9.3
CL
G9.3
CONCRETE
KEE ROOFING MEMBRANE (FULLY ADHERED)
2' - 1"
CL
9" MIN
D
CL
0' - 9"
COL. GRID
8" H.S.S.
KEE ROOFING MEMBRANE (FULLY ADHERED)
CL
VARIES; AVG. R-30
G5.A
9" MIN
2" FIREPROOFING
VARIES; AVG. R-30
INSULATION METAL PANEL SYSTEM
COUPLED ALUMINUM MULLION EXTRUSIONS
TRIM COVER
COL. GRID
5"
8"
3"
SLAB EDGE BEYOND
STIFFENERS AS REQUIRED
COL. GRID 3/4"
CONCOURSE LEVEL
SECTION - STICK SYSTEM - Callout 1 1 1/2" = 1'-0"
1
STRUCTURAL SILICONE
9"
SETTING BLOCK SETTING SHELF
3 1/2"
PRESSURE EQUALIZED CAVITIES
6 1/4"
SETTING BLOCK
VENT TO MULLION
4' - 0 1/2"
SEMI-RIGID INSULATION FRITTED GLAZING AT SPANDREL
E
SETTING BLOCK
STRUCTURAL EMBED SETTING BLOCK
VENT TO MULLION SEMI-RIGID INSULATION
9"
STEEL PLATE WELDED TO EMBED PRESSURE EQUALIZED CAVITIES WITH THREADED STUDS
SETTING SHELF
SETTING SHELF
SETTING BLOCK SETTING SHELF
VENT TO MULLION FRITTED GLAZING AT SPANDREL
3
3
SEMI-RIGID INSULATION
FIRESTOP AND SMOKE SEAL
FRITTED GLAZING AT SPANDREL 4"
FULLY SEALED BACKPAN
TOP OF SLAB L-BRACKET
SETTING BLOCK
STEEL PLATE WELDED TO EMBED WITH THREADED STUDS
SETTING SHELF
STRUCTURAL EMBED
VENT TO MULLION
SEMI-RIGID INSULATION
FRITTED GLAZING AT SPANDREL FIRESTOP AND SMOKE SEAL
FULLY SEALED BACKPAN
SECTION AT ANCHORAGE 1 1/2" = 1'-0"
KEY PLAN
SLAB EDGE BEYOND
CONCRETE METAL PANEL VAPOR PERMEABLE WEATHER RESISTIVE BARRIER WEEP BAFFLE
3'-0"
METAL PANEL VAPOR PERMEABLE WEATHER RESISTIVE BARRIER
WEEP 24" O.C. PLASTIC SHIM METAL PANEL ATTACHMENT BRACKET RAINSCREEN HORIZONTAL FRAMING RAINSCREEN VERTICAL FRAMING
STEEL SPLICE AT STACK JOINT STEEL REINFORCEMENT
WEEP BAFFLE WEEP 24" O.C. PLASTIC SHIM METAL PANEL ATTACHMENT BRACKET RAINSCREEN HORIZONTAL FRAMING RAINSCREEN VERTICAL FRAMING
13
WT-02 SECTION 1 1/2" = 1'-0"
COUPLED ALUMINUM MULLION EXTRUSION
TOP OF SLAB
ANTI-BUCKLING CLIP
THERMALLY BROKEN RAINSCREEN BRACKET PANEL STIFFENER; ATTACHED WITH STRUCTURAL SILICONE, (AS REQUIRED)
BAGGAGE AREA 8
SECTION DETAIL AT RAINSCREEN 1 1/2" = 1'-0"
PRESSURE EQUALIZED CAVITIES
BAGGAGE AREA
GASKET 3/4"
12
NORTH WALL STARTER SILL PLATE DETAIL 1 1/2" = 1'-0"
SEMI-RIGID INSULATION;
ASK 190805-32_JFK T6 - North Wall Coping Detail
HOOK ATTACHMENT THROUGH THE VERTICAL MULLION (GRAVITY AND LATERAL ATTACHMENT)
GLAZING
PRESSURE EQUALIZED CAVITIES
SEMIRIGID INSULATION
NORTH WALL STARTER SILL PLATE DETAIL 1 1/2" = 1'-0"
3" TRIM COVER
GASKET
STRUCTURAL SILICONE
CONCRETE
2" METAL PANEL
12
1'-4"
COUPLED ALUMINUM STACK JOINT EXTRUSIONS
STRUCTURAL EMBED
STEEL PLATE WELDED TO EMBED 2" METAL WITHPANEL THREADED STUDS
SECTION AT ANCHORAGE 1 1/2" = 1'-0"
1'-4"
9"
SETTING SHELF
STRUCTURAL SILICONE L-BRACKET
3"
PRESSURE EQUALIZED CAVITIES
CL
TOP GLAZING OF SLAB SPANDREL
3/4"
3"
CONCOURSE LEVEL
STERILE CORRIDOR
LATERAL ATTACHMENT) GASKET
3"
CL
SPANDREL GLAZING
2"
TRIM COVER
STERILE CORRIDOR
GASKET
1'-4"
2"
TRIM COVER CL
3 1/2"
1'-4"
6"
STRUCTURAL SILICONE 2'-2"
PRESSURE EQUALIZED CAVITIES
STRUCTURAL SILICONE
COUPLED ALUMINUM HOOK ATTACHMENT THROUGH THE STACKVERTICAL JOINT EXTRUSIONS MULLION (GRAVITY AND
3'-6"
PRESSURE EQUALIZED CAVITIES
6 1/4"
COUPLED ALUMINUM STACK JOINT EXTRUSIONS
GLAZING
0' - 11 1/2"
GASKET GLAZING
STRUCTURAL SILICONE
GASKET
3 1/2"
GLAZING
1'-4" 3 3/4"
3'-0"
GASKET
COUPLED ALUMINUM STACK JOINT EXTRUSIONS
TRIM COVER
9"
1'-4" 3 3/4"
TRIM COVER
3"
6 1/4"
10/15/2019 10:44:47 PM A07-07A BUILDING ENCLOSURE SYSTEM DETAILS
8"
6"
4"
3'-6"
1'-4"
COUPLED ALUMINUM STACK JOINT EXTRUSIONS
COUPLED ALUMINUM STACK JOINT EXTRUSIONS
3'-6"
2'-2"
PLAN DETAIL AT METAL PANEL 3" = 1'-0"
8"
TRIM COVER
3'-6"
7
LEVEL 1.5 - FIXED BRIDGE & BUILDING ELEVATION - TYP. COL AT NORTH WALL SOUTH WALL SPANDREL DETAIL 1 1/2" 11 = 1'-0"1 1/2" = 1'-0"
LEVEL 1.5 - FIXED BRIDGE & BUILDING ELEVATION - TYP. COL AT NORTH WALL 1 1/2" = 1'-0"
6
PLAN DETAIL AT SPANDREL 3" = 1'-0"
BUILDING ENCLOSURE SYSTEM DETAILS
3/4"
14
4' - 0 1/2"
6"
11
0' - 11 1/2"
METAL PANEL
3"
STRUCTURAL SILICONE
1'-4"
GLAZING
ANTI-BUCKLING CLIP
SECTION - STICK SYSTEM - Callout 1 1 1/2" = 1'-0"
John F Kennedy International Airport Queens, NY 11430
14
CONCOURSE LEVEL
JFK TERMINAL 6 DEVELOPMENT
6"
TOP OF SLAB
THERMALLY BROKEN RAINSCREEN BRACKET PANEL STIFFENER; ATTACHED WITH STRUCTURAL SILICONE, (AS REQUIRED) SEMI-RIGID INSULATION;
SPANDREL GLAZING STRUCTURAL SILICONE
SECTION DETAIL AT RAINSCREEN 8JOB 18143.0200 1 1/2" = 1'-0" 10/16/19 DATE SHEET
A07-07A
6
PLAN DETAIL AT SPANDR 3" = 1'-0"
ROOF
2. BASE / ROOF SCHEME
3. CONCEPT ROOF
1. BASE / ROOF SCHEME
4. AFTER
ROOF
ROOF
42
41
40
G.1
H
5 A07-11
3 A07-06
C
H.P. ROOF EL. 99' - 1 1/2"
5 A07-07A
UNDERSIDE OF THE CANOPY METAL PANEL MP-01
CL MULLION
CL MULLION
30' - 6" PANEL SIZE
A
19' - 0"
19' - 0"
STUD FRAMING W/ INSULATION
CL MULLION
2" DEPRESSED SLAB
10
CL MULLION
11' - 0"
CL MULLION
0' - 7"
A
CL MULLION 0' - 9"
0' - 7"
8' - 0"
8' - 0"
12' - 0"
11' - 6"
1' - 0"
1' - 0"
3' - 0"
CL MULLION
LEVEL 3 - DEPARTURES 42' - 5"
B D
This unde Arch
4' - 10"
4' - 10"
LEVEL 3 - DEPARTURES 42' - 5"
Wi
CL MULLION
17' - 6" PANEL SIZE
CL MULLION
This not b perm
12' - 0"
12' - 0"
WATERPROOFING MEMBRANE, TYP.
A
0' - 7"
0' - 7"
1 A07-07A
CL MULLION
CL MULLION LEVEL 2 - CONCOURSE 25' - 0"
5' - 2"
B
5' - 2"
LEVEL 2 - CONCOURSE 25' - 0"
CL MULLION
CL MULLION
12' - 8"
CL MULLION
12' - 8"
C
CL MULLION
CL MULLION 2' - 5"
0' - 4"
LEVEL 1 - ARRIVALS 0' - 0" LEVEL 1 - ARRIVALS LOWERED -1' - 6"
2
LEVEL 1 - ARRIVALS 0' - 0" LEVEL 1 - ARRIVALS LOWERED -1' - 6"
KE
VESTIBULE UNITIZED CURTAIN WALL SYSTEM ELEVATION 1/4" = 1'-0" 1' - 6"
CL
CL
3 A07-06
G.1 0' - 10"
3
CL CL
VESTIBULE UNITIZED CURTAIN WALL SYSTEM SECTION 1/4" = 1'-0"
5' - 0"
2 A07-07A
HSS 8" x 8" x 1/2" POST, TYP.
BU EN WA
5' - 0"
CL
CL
5' - 0"
GLAZING TYPE LEGEND
CL 5' - 0" 5' - 0"
CL
1
42
5' - 0"
CL
5' - 0"
CL
VESTIBULE UNITIZED CURTAIN WALL SYSTEM ENLARGED FLOOR PLAN 1/4" = 1'-0"
10' - 0" 20' - 0"
2/ A07-06
5' - 0"
0' - 7 5/8"
10/16/2019 6:19:36 PM A07-06
BUILDING ENCLOSURE WALL TYPE 4
23' - 6" PANEL SIZE
5' - 0"
5' - 0"
CL MULLION
5' - 0"
5' - 0"
CL
5' - 0"
CL
4' - 9 1/2"
CL
A
CLEAR GLASS
B
SPANDREL GLASS W/ SHADOW BOX
C
LOUVER W/ 50% FREE AREA
D
METAL PANEL
E
SPLIT-FACED CMU
JOB DA SH
A
3 A07-03B
62
61
E
60
30' - 0"
F
30' - 0"
18' - 0"
CORGAN ASSOCIATES ARCHITECTS PC 350 Fifth Avenue, Suite 5401 New York, NY 10118 T: 212-490-2930
RAILING, TYP.
5 A07-07A CL
475 Fifth Avenue New York NY
CL MULLION
469 Seventh Avenue New York NY
CL MULLION
6' - 0"
6' - 0"
1001 Avenue of America New York NY
CL MULLION
11' - 3"
11' - 3"
15950 N. Dallas Parkway Dallas TX
550 Seventh Avenue New York NY
CL MULLION
0' - 7"
CL MULLION
5' - 2"
LEVEL 3 - DEPARTURES 42' - 5"
40 Wall Street New York NY
LEVEL 3 - DEPARTURES 42' - 5"
5' - 9"
A
212 West 35th Street New York NY
17' - 0" PANEL SIZE
17' - 0" PANEL SIZE
CL MULLION
CL MULLION
1981 Post Road Fairfield, CT
CL MULLION
17' - 6" PANEL SIZE
17' - 6" PANEL SIZE
14600 Trinity Blvd Fort Worth, TX
A
1 A07-07A
CL MULLION
0' - 7"
CL MULLION
ISSUES
INTERIM PDD SUBMISSION
11' - 8"
11' - 8"
OPEN CONCESSIONS
10/16/2019
5' - 2"
B
LEVEL 2 - CONCOURSE 25' - 0"
5' - 9"
LEVEL 2 - CONCOURSE 25' - 0"
CL MULLION
CL MULLION
This Document was produced by or under the authority of Registered Architect:
MEP
LEVEL 1 - ARRIVALS 0' - 0"
LEVEL 1 - ARRIVALS 0' - 0" LEVEL 1 - ARRIVALS LOWERED -1' - 6"
SOUTH CURTAIN WALL ELEVATION 2 1/4" = 1'-0"
LEVEL 1 - ARRIVALS LOWERED -1' - 6"
3
62
61
CL MULLION
SOUTH CURTAIN WALL SECTION TYPE 1-2 1/4" = 1'-0"
John F Kennedy International Airport Queens, NY 11430
CL MULLION
JFK TERMINAL 6 DEVELOPMENT
17' - 8"
17' - 8" D
2
This document is incomplete and may not be used for regulatory approval, permit or construction.
23' - 6" PANEL SIZE
23' - 6" PANEL SIZE
William J. Liese
60
30' - 0"
30' - 0"
KEY PLAN 3 A07-03B
F
BUILDING ENCLOSURE WALL TYPE 1-2
2 A07-07A
11 A07-07A 2/ A07-03B
GLAZING TYPE LEGEND
1
LEVEL 3 - DEPARTURES - ENLARGED PLAN - TYPE 1-2 1/4" = 1'-0"
A
CLEAR GLASS
B
SPANDREL GLASS W/ SHADOW BOX
C
LOUVER W/ 50% FREE AREA
D
METAL PANEL
E
SPLIT-FACED CMU
18143.0200 JOB 10/16/19 DATE SHEET
A07-03B