Jessica Sun Campese Architecture Selected Works, 2024
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HOTEL
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LUXURY WATERFRONT WITH MANHATTAN VIEWS
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Hoboken, New Jersey 204,137 GSF / 20 Stories Base Building Luxury Hotel, 350 Room Keys Includes: Meeting Rooms, Ballroom and Roof Bar and Terrace Direct Manhattan views across the Hudson River.
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Project Tasks: Lead Designer on Interiors, All 2D Drawings, BIM Consultant Coordination, Manager for Junior Designers; Adjacent United States Post Office Renovation and Exterior Wall Connection (Separate CD Set Completed) Architectural Project Team: 4 Phase: DD Phase 100% Completed
RIVERFRONT HOTEL AND POST OFFICE RENOVATION 1 Sinatra Drive
HOSPITALITY
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THE CENTER FOR CONNECTIVE ARCHITECTURE
1
2
2.2
1
3
A4.21
A4.21
3
3.1
3.2
3.3
4.1
4.2
4.3
5
4.4
3 A4.20
5.1
6
6.1
1
1
2
A4.20
A4.23
A4.22
©2023 COOPER CARRY R
D
R
D.1
The Contract Documents Issued for Schematic Design are intended to be at that level of development and as such, may be neither complete nor coordinated. The [Construction Manager] is responsible for complete and coordinated pricing of the Work, and shall include items necessary for the proper execution and completion of the Work, as shown, specified, reasonably inferred or required for a complete Project. For Work of delegated designs; systems, assemblies, components and materials shall comply with national, state and local code requirements. The [Construction Manager] shall inform the Owner and Architect, in timely fashion, of any discovered omissions, inconsistencies or errors in the Contract Documents.
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EL. 278.83' MECHANICAL R
Q
EL. 278.83' MECHANICAL R
SCOPE DOCUMENTS
28' - 8"
28' - 8"
G
18' - 0"
EL. 235.17' LVL 22
P
EL. 250.17' MECHANICAL PENTHOUSE
15' - 0"
EL. 250.17' MECHANICAL PENTHOUSE
15' - 0"
EWS-04 8,843 SF
1 2
ISSUE FOR SCHEMATIC DESIGN DD PROGRESS SET
EL. 235.17' LVL 22
Date
03/10/2023 05/12/2023
Draft Print 2023-05-12
15' - 0"
P
EL. 250.17' MECHANICAL PENTHOUSE
ISSUANCES Drawing Issue Description
No.
EL. 235.17' LVL 22
SIM
N EL. 219.08' LVL 21
11' - 9" 9' - 9"
9' - 9"
EL. 187.83' LVL 18
EL. 178.08' LVL 17 9' - 9"
9' - 9"
9' - 9"
EL. 178.08' LVL 17
EL. 168.33' LVL 16
EL. 168.33' LVL 16
EL. 158.58' LVL 15
EL. 158.58' LVL 15
EL. 148.83' LVL 14
EL. 148.83' LVL 14
EL. 139.08' LVL 13 9' - 9"
EL. 129.33' LVL 12
EL. 119.58' LVL 11
9' - 9"
9' - 9"
EL. 109.83' LVL 10
EL. 109.83' LVL 10
G
9' - 9"
G
9' - 9"
9' - 9"
EL. 109.83' LVL 10
H
EL. 119.58' LVL 11 9' - 9"
EL. 119.58' LVL 11
9' - 9"
9' - 9"
9' - 9"
EL. 129.33' LVL 12
243' - 2"
9' - 9"
EL. 129.33' LVL 12 H
9' - 9"
EL. 139.08' LVL 13 9' - 9"
EL. 139.08' LVL 13 SIM 2 A4.31
271' - 10"
9' - 9"
1 A4.70
9' - 9"
J
EL. 148.83' LVL 14
9' - 9"
9' - 9"
9' - 9"
EL. 158.58' LVL 15
9' - 9"
9' - 9"
9' - 9"
EL. 168.33' LVL 16
L
11' - 9"
EL. 178.08' LVL 17
M
EL. 199.58' LVL 19
EL. 187.83' LVL 18 9' - 9"
L
9' - 9"
9' - 9"
EL. 199.58' LVL 19
EL. 187.83' LVL 18
KEY PLAN
EL. 209.33' LVL 20
11' - 9"
EL. 199.58' LVL 19
K
9' - 9"
9' - 9"
EL. 209.33' LVL 20 9' - 9"
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EL. 209.33' LVL 20
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EL. 219.08' LVL 21
K
EL. 219.08' LVL 21
9' - 9"
SIM 1 A4.32
16' - 1"
16' - 1"
16' - 1"
N
1 A4.65
EL. 100.08' LVL 09
9' - 9"
EL. 70.83' LVL 06 9' - 9"
9' - 9"
9' - 9"
EL. 70.83' LVL 06
EL. 61.08' LVL 05
EL. 61.08' LVL 05
EL. 51.33' LVL 04
EL. 51.33' LVL 04
EL. 41.58' LVL 03
EL. 31.83' LVL 02
EL. 19.00' LVL 01
EL. 7' - 0" LEVEL 00
12' - 0"
12' - 0"
EL. 19.00' LVL 01 12' - 0"
C
EL. 19.00' LVL 01
RIVERFRONT HOTEL AND POST OFFICE RENOVATION
12' - 10"
12' - 10"
EXISTING USPS HEADQUARTERS (PARTIAL RENOVATION IN SCOPE)
EL. 31.83' LVL 02
C
EL. 31.83' LVL 02
12' - 10"
SIM 3 A4.30
9' - 9"
9' - 9"
9' - 9"
D
EL. 41.58' LVL 03
D
EL. 41.58' LVL 03
9' - 9"
9' - 9"
9' - 9"
EL. 51.33' LVL 04
9' - 9"
9' - 9"
9' - 9"
EL. 61.08' LVL 05
F 9' - 9"
9' - 9"
EL. 80.58' LVL 07
E
9' - 9"
EL. 80.58' LVL 07 9' - 9"
F
EL. 80.58' LVL 07
E
EL. 90.33' LVL 08 9' - 9"
EL. 90.33' LVL 08
EL. 70.83' LVL 06
PROJECT NUMBER: 20220393 PROJECT NAME: RIVERFRONT HOTEL AND POST OFFICE RENOVATION Autodesk Docs://20220393 Hoboken &Riverfront Hotel and Post Office/20220393_v2023_Hoboken Riverfront SHEET NUMBER: A4.10 - SOUTH ELEVATION WALL SECTIONS Hotel_ARCH.rvt 5/12/2023 9:52:18 PM
9' - 9"
9' - 9"
EL. 90.33' LVL 08
EXISTING COMMERCIAL BUILDING
EL. 100.08' LVL 09 9' - 9"
EL. 100.08' LVL 09
EL. 7' - 0" LEVEL 00
1 Sinatra Drive, Hoboken NJ 07030 ♦ KMS Development
SOUTH ELEVATION & WALL SECTIONS
EL. 7' - 0" LEVEL 00
B
B
EL. 0' - 0" SEA LEVEL
KEITH SIMMEL
1
A4.10
SOUTH ELEVATION - SINATRA DRIVE
2
SCALE: 3/32" = 1'-0"
SOUTH WALL SECTION
3
SCALE: 3/32" = 1'-0"
A4.10
A4.10
SOUTH WALL SECTION AT ENTRANCE
SCALE: 3/32" = 1'-0"
20220393
Principal-in-Charge
Project No.
COLUMB MAHONEY
03/10/23
Project Manager
Date
PAUL SHIN Project Architect
A
A
JORDAN HANSON
1
SOUTH BUILDING ELEVATION 2
3
4
5
A4.10
Staff Architect
JESSICA CAMPESE Designer
RISA MIMURA Drawing No.
Designer
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7
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10
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12
13
14
15
16
17
18
19
20
21
NOT ISSUED FOR CONSTRUCTION
HOSPITALITY
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THE CENTER FOR CONNECTIVE ARCHITECTURE
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A4.12
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A4.12
1
2
2.2
2
3
3.1
3.2
3.3
4.1
4.2
4.3
5
4.4
5.1
6
6.1
1
2
2.2
2 3.1
3
3.2
3.3
4.1
4.2
4.3
5
4.4
5.1
6
6.1
120' - 0 5/8" 3' - 0 3/8" 10' - 9"
21' - 6"
8' - 11"
13' - 9"
3' - 7" 5' - 0"
12' - 0" 2' - 0 5/8" 4' - 3"
3' - 0 3/8"
11' - 9 3/8"2' - 0 5/8"
14' - 10"
2' - 2"
10' - 9"
21' - 6"
8' - 11"
13' - 9"
3' - 7" 5' - 0"
12' - 0" 2' - 0 5/8" 4' - 3"
11' - 9 3/8"2' - 0 5/8"
14' - 10"
2' - 2"
©2023 COOPER CARRY R
A
13' - 2"
7' - 8"
B.1
B.2
Q
13' - 3"
77' - 8"
Q
B.1
WATER METER ROOM 185 SF
CORRIDOR 1,327 SF
B.2
13' - 3"
WORK ROOM 188 SF
5' - 6"
5' - 6"
MEN'S LOCKER ROOM STORAGE WOMEN'S LOCKER ROOM 426 SF 406 SF 362 SF
F.S.A. LOBBY 189 SF
A4.11
ELEV. LOBBY 181 SF
13' - 3" 16' - 2 7/8"
SWITCHGEAR ROOM 574 SF
13' - 3"
2023-05-12
13' - 3" 13' - 3"
13' - 3"
UP
F KEY PLAN
M
26' - 4"
62' - 2 3/8"
G
L
L
G
LEVEL 03
LEVEL 01 - MEP BACK OF HOUSE SPACES
1
1
A4.10
K
K
A4.10
4
KEY PLAN - LEVEL 03
2
SCALE: 1/16" = 1'-0"
A1.02
KEY PLAN - LEVEL 01
SCALE: 1/16" = 1'-0"
A4.12
H
A4.12 2 3.1
3
3.2
3.3
4.1
4.2
4.3
5
4.4
5.1
6
6.1
1
2
2.2
2 3.1
3
3.2
POST OFFICE
HOTEL
3.3
4.3
4.1
4.2
3' - 0 3/8" 10' - 9"
21' - 6"
8' - 11"
13' - 9"
3' - 7" 5' - 0"
12' - 0" 2' - 0 5/8" 4' - 3"
11' - 9 3/8"2' - 0 5/8"
14' - 10"
5
4.4
5.1
6
6.1
3' - 0 3/8"
2' - 2"
10' - 9"
21' - 6"
8' - 11"
13' - 9"
3' - 7" 5' - 0"
12' - 0" 2' - 0 5/8" 4' - 3"
11' - 9 3/8"2' - 0 5/8"
14' - 10"
2' - 2"
G
GAS METER ROOM 132 SF
B
EXISTING BANK
B.2
B.1
LOADING DOCK 323 SF
USPS LOADING
WATER METER ROOM 185 SF
B.2
F
LOBBY 3,865 SF
B.1
5' - 6"
LUGGAGE 73 SF
13' - 3"
SHOP 89 SF
7' - 8"
B MEN'S RESTROOM 304 SF
KITCHEN ELECTRICAL SERVICE 346 SF
F
A
13' - 2"
BOH 331 SF
13' - 2"
WOMEN'S RESTROOM 323 SF
7' - 8"
ELECTRICAL 376 SF
STORAGE 148 SF
5' - 6"
MDF ROOM 225 SF
UP
13' - 3"
G
A
STAIR 2 214 SF
FSAE 179 SF
A4.11
UP
6' - 0"
D
13' - 3"
13' - 3"
13' - 3"
STORAGE 656 SF
F
LOBBY 1,649 SF
HOTEL 175 SF
BOH 70 SF
F
VALET 86 SF
26' - 4"
VESTIBULE 222 SF
1 Sinatra Drive, Hoboken NJ 07030 ♦ KMS Development
REFERENCE PLANS - LEVEL 00 - LEVEL 03
G
3
A1.02
1
1
A4.10
A4.10
LEVEL 02 - RECEPTION, RESTAURANT, BOH
KEY PLAN - LEVEL 02
1
SCALE: 1/16" = 1'-0"
A1.02
LEVEL 00 - GROUND FLOOR
KEITH SIMMEL
20220393
Principal-in-Charge
Project No.
COLUMB MAHONEY
03/10/23
Project Manager
Date
PAUL SHIN Project Architect
JORDAN HANSON A
A
B
B
G
26' - 4"
13' - 3"
EXISTING USPS FIRST FLOOR
RIVERFRONT HOTEL AND POST OFFICE RENOVATION
E.1 13' - 3"
13' - 3"
D
E
E.1
C
D D.1 D.2
FIRE COMMAND CENTER 373 SF
E
RESTAURANT 2,355 SF
A4.11
7' - 0"
7' - 0"
D.1 D.2
STAIR 1 234 SF
1 C.1
13' - 3" 6' - 0"
E
RETAIL 735 SF
STAIR 2 Not Enclosed
C.1
KITCHEN 1,320 SF
CORRIDOR 603 SF
ELEV LOBBY 176 SF
13' - 3"
C
1
13' - 3"
ELEV LOBBY 185 SF
128' - 0 3/4"
13' - 3"
C F.S.A. LOBBY 174 SF
E
2.2
D
2
C
1
H
J
J
A1.02
PROJECT NUMBER: 20220393 PROJECT NAME: RIVERFRONT HOTEL AND POST OFFICE RENOVATION Autodesk Docs://20220393 Hoboken SHEET NUMBER: A1.02 - REFERENCE PLANSRiverfront - LEVEL 00 - Hotel LEVEL and 03 Post Office/20220393_v2023_Hoboken Riverfront Hotel_ARCH.rvt 5/12/2023 10:27:11 PM
Draft Print
E.1
FUEL TANK STORAGE ROOM 314 SF
F
Date
03/10/2023 05/12/2023
E
55' - 8 1/2"
13' - 3"
N
E.1
M
D.1 D.2
FUEL OIL PUMP ROOM 147 SF
E STAIR 1 584 SF
D
ISSUE FOR SCHEMATIC DESIGN DD PROGRESS SET
N
41' - 7 3/8"
D.2
1 2
7' - 0"
D.1
ISSUANCES Drawing Issue Description
No.
13' - 3"
D
6' - 0"
STORAGE 105 SF
26' - 4"
6' - 0"
141' - 5 1/2"
STORAGE 425 SF
A4.11
C.1
7' - 0"
P
CORRIDOR 891 SF
1
C.1 13' - 3"
ENGINEER OFFICE 154 SF
C
1
13' - 3"
ELEV LOBBY 181 SF
STAIR 2 206 SF
128' - 0 3/4"
F.S.A. LOBBY 186 SF
13' - 3"
C
WATER ROOM 601 SF
SCOPE DOCUMENTS The Contract Documents Issued for Schematic Design are intended to be at that level of development and as such, may be neither complete nor coordinated. The [Construction Manager] is responsible for complete and coordinated pricing of the Work, and shall include items necessary for the proper execution and completion of the Work, as shown, specified, reasonably inferred or required for a complete Project. For Work of delegated designs; systems, assemblies, components and materials shall comply with national, state and local code requirements. The [Construction Manager] shall inform the Owner and Architect, in timely fashion, of any discovered omissions, inconsistencies or errors in the Contract Documents.
B
7' - 8"
B
BREAK ROOM 609 SF
P
UNIFORM 105 SF
13' - 2"
R
A
KEY PLAN - LEVEL 00
Staff Architect
JESSICA CAMPESE
SCALE: 1/16" = 1'-0"
RISA MIMURA Designer
1
2
3
4
5
6
7
8
9
10
11
12
13
A1.02
Designer
14
15
16
17
18
19
20
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Drawing No.
NOT ISSUED FOR CONSTRUCTION
KEY PLANS - LOWER LEVELS HOSPITALITY
S
S
THE CENTER FOR CONNECTIVE ARCHITECTURE
R
R
©2023 COOPER CARRY SCOPE DOCUMENTS
Q
Q
The Contract Documents Issued for Schematic Design are intended to be at that level of development and as such, may be neither complete nor coordinated. The [Construction Manager] is responsible for complete and coordinated pricing of the Work, and shall include items necessary for the proper execution and completion of the Work, as shown, specified, reasonably inferred or required for a complete Project. For Work of delegated designs; systems, assemblies, components and materials shall comply with national, state and local code requirements. The [Construction Manager] shall inform the Owner and Architect, in timely fashion, of any discovered omissions, inconsistencies or errors in the Contract Documents.
ISSUANCES Drawing Issue Description
No. 1 2
HOTEL P
POST OFFICE
2
2' - 1"
2.2
10' - 9"
3
21' - 6"
3.1
8' - 11"
3.2
13' - 9"
3' - 7"
3.3
4.1
5' - 0"
4.2
12' - 0"
4.3
5
5' - 1"
4.4
4' - 3"
5.1
6
13' - 10"
Date
03/10/2023 05/12/2023
Draft Print 2023-05-12
6.1
17' - 0"
9
2
1
7
1
6
A4.54
A4.50
A4.12
A4.54
A4.23
A4.54
N
1
ISSUE FOR SCHEMATIC DESIGN DD PROGRESS SET
10
35 /8"
3' - 2"
KEY PLAN 1 A4.50
8' - 4"
013B 013
015 A
UP 20' - 2"
2' - 6"
5
23' - 2"
A4.54
PO LOADING DOCK
7
2' - 6"
-
8' - 4"
4' - 2"
2M120
MIN. PATH
8' - 4"
9' - 6"
K
6
015
2M120
3 A6.50
UP
B
1
HOTEL LOADING DOCK
2M120
2
7' - 8"
5
2.5 TON TRUCK
30' - 4"
4
NGDV DELIVERY TRUCK
4 A6.50
TRAVEL DISTANCE
3
2.5 TON TRUCK
GAS METER ROOM
20' x 8' SEMI TRUCK BAY
2
PROMASTER DELIVERY VAN
27' - 2 1/8"
1
NGDV DELIVERY TRUCK
23' - 3 1/8"
7-TON TRUCK
CLEARANCE
PROMASTER DELIVERY VAN
13' - 0 1/4"
2' - 6"
M
22' - 6" CLEAR WALKING PATH B/W COLUMNS
L
3' - 2 3/8"
3' - 2 1/2" 2' -
3' - 2"
13' - 0 1/4"
30' - 3"
1' - 3"
1' - 3" 0' - 9"
COLUMN FACE TO CL OF 8" DIA. BOLLARDS
013E
19' - 6" CLEAR WALKING PATH B/W COLUMNS
13' - 2"
3' - 2"
WALKING PATH
29' - 7" CLEAR WALKING PATH B/W COLUMNS
CLEAR WALKING PATH B/W COLUMNS 2' - 7"
A4.54
3' - 2"
3
5
WATER METER ROOM 014
5
10' - 6 1/8"
CLEARANCE
4' - 10 1/8"
10' - 10" ELEVATOR SHAFT
5
9' - 9 1/8"
11' - 2 1/4"
9' - 9 3/8"
M2852
12' - 4"
ELEVATOR SHAFT
-
A6.20
B.2 H
1' - 4" 8' - 0"
013
2 A4.11
13' - 3"
PO LOADING DOCK PLATFORM
12' - 4"
HOTEL LOADING DOCK PLATFORM
MIN. DOCK DEPTH
38' - 4 1/2"
1 A4.22
TOTAL - FACE OF BUILDING TO EXTERIOR WALL
PROMASTER DELIVERY VAN
B.1
5' - 6"
17' - 7 5/8"
7
DOCK LEVELER
17' - 7 5/8"
6
A4.60
J
4
1 A6.50
-
Sim
-
G
1 A6.30
1M080
6
21' - 1 3/8"
A6.20
1:15
C
2 A4.13
STAIR 2
016
012
010
10' - 4"
10' - 4" 1:15
C.1
SP-2A 22x22
1' - 6"
011
2M060
10' - 4"
PO STORAGE
10' - 4"
-
STAIR 2 EGRESS PASS
D
007
2M060
21' - 4 15/32"
2M120
4' - 5 3/8"
2M060
10' - 4"
RIVERFRONT HOTEL AND POST OFFICE RENOVATION
MATCH LINE
UP
2M060
HOTEL
10' - 11 7/8"
1:15
008
009
-
D
13' - 3"
EGRESS PATH
CORRIDOR
C
PO MAIL VESTIBULE
-
009
6
13' - 11 5/16"
ELEVATOR
6' - 0"
PO FREIGHT ELEV.
012
16' - 5 27/32" 5' - 2 1/4"
8' - 10 3/8" 1' - 3 1/4"
4 A4.54
SX-2 20x20
010
0' - 4"
A6.30
1 Sinatra Drive, Hoboken NJ 07030 ♦ KMS Development
FLOOR PLAN - LEVEL 00 NORTH
D.1 7 A6.50
2M060
B
POST OFFICE 1
2
3
3
6
1
A4.21
A4.10
A4.21
A4.20
A6.50
A4.13X
4 A6.30
1
KEITH SIMMEL
A4.20
20220393
Principal-in-Charge
Project No.
COLUMB MAHONEY
03/10/23
Project Manager
Date
PAUL SHIN Project Architect
A1.10N
JORDAN HANSON
LEVEL 00 - NORTH
A
1
A
PROJECT NUMBER: 20220393 PROJECT NAME: RIVERFRONT HOTEL AND POST OFFICE RENOVATION Autodesk Docs://20220393 Riverfront Hotel and Post Office/20220393_v2023_Hoboken Riverfront SHEET NUMBER: A1.10N - FLOORHoboken PLAN - LEVEL 00 - NORTH Hotel_ARCH.rvt 5/12/2023 10:27:23 PM
011
016
9' - 6"
E
10' - 4" FLOOD GATE PLANK SYSTEM, STACKABLE
13' - 3"
RETAIL
11' - 7 5/8"
ELEV LOBBY
011
33' - 5 5/8"
FSAE
33' - 5 5/8"
10' - 10"
F
2S500
UP
Staff Architect
JESSICA CAMPESE
SCALE: 1/4" = 1'-0"
A1.10N
Designer
RISA MIMURA Designer
1
2
3
4
5
6
7
8
9
LEVEL 00 GROUND FLOOR PLAN NORTH: SHARED LOADING DOCK AND EXTERIOR WALL WITH ADJACENT USPS BUILDING
10
11
12
13
14
15
16
17
18
19
20
21
Drawing No.
NOT ISSUED FOR CONSTRUCTION
HOSPITALITY
S
R
©2023 COOPER CARRY SCOPE DOCUMENTS
Q
Q
R
The Contract Documents Issued for Schematic Design are intended to be at that level of development and as such, may be neither complete nor coordinated. The [Construction Manager] is responsible for complete and coordinated pricing of the Work, and shall include items necessary for the proper execution and completion of the Work, as shown, specified, reasonably inferred or required for a complete Project. For Work of delegated designs; systems, assemblies, components and materials shall comply with national, state and local code requirements. The [Construction Manager] shall inform the Owner and Architect, in timely fashion, of any discovered omissions, inconsistencies or errors in the Contract Documents.
3.2
3.3
4.1
4.2
4.3
5
4.4
5.1
6
6.1 1
2
No.
2.2
3
1 2
PO MAIL VESTIBULE
2M060
EGRESS PATH
CORRIDOR
009
1/A1.10N
10' - 11 7/8"
1:15
008
009
-
2023-05-12
MATCH LINE
UP
2M060
Date
3.1
2M060 2M060
10' - 4"
A6.30
4.1
4.2
4.3
5
4.4
5.1
6
6.1
Sim 1 A6.30
19' - 0"
103
105A
OPEN TO BELOW
14' - 11 1/2"
MATCH LINE
9' - 9 3/4"
2M060
MEP
2M060
D
103
6 A6.30
2M120
16' - 4 1/32"
2M060
D.1
A4.40
D.1
M
M
2
11' - 7 3/8"
5' - 0"
KEY PLAN
2M060
7' - 0"
11' - 10 21/32"
6
13' - 11 5/16"
ELEVATOR
6' - 0"
4' - 5 3/8"
N
007
21' - 4 15/32"
2M120
1' - 2"
STAIR 2 EGRESS PASS N
10' - 4"
3.3
101
8' - 10 3/8"
D
3.2
03/10/2023 05/12/2023
Draft Print
P
.
16' - 5 27/32"
10' - 4"
P
8' - 10 3/8"
ISSUANCES Drawing Issue Description
ISSUE FOR SCHEMATIC DESIGN DD PROGRESS SET
6' - 0"
3.1
7' - 10 1/4"
7' - 0"
3
9' - 5"
2.2
5 A6.50
007
UP
17' - 7 1/32"
5 A6.50
3
CORRIDOR
A6.50
2
006
0M080
UP
6
105
A4.10
9' - 4"
13' - 3"
6
FIRE COMMAND CENTER
105
104
13' - 3"
2 A6.50
10' - 0"
2 A4.10
D.2
A4.54
SWITCHGEAR ROOM
A6.50
006
FUEL OIL PUMP RM
106 K
106
5' - 4 5/8"
5' - 0"
L
12' - 7"
L
4' - 11 1/32"
9' - 4 1/4"
D.2
28' - 4 9/16"
2M060
4' - 6 7/32"
3 A4.54
UP
K
E
18' - 10 3/4"
2 A4.23
109
2M060
UP
108
E
8 A6.10 8
11' - 11 3/8"
1 A6.30
A6.30
108
UP
7
3
30' - 10"
27' - 0 1/4"
A4.54
H
005
TC 6.59 BC 6.15
G
002A
8' - 6 11/16"
SP-1A 22X22
FUEL TANK STORAGE RM 107
8' - 11 1/2"
8' - 10 1/4"
2M080
VESTIBULE
F
002
A4.11
9' - 5"
4
6
F
A6.10
F
4
6
9' - 10 5/8"
000
9' - 3 1/32"
001
10' - 8 13/16"
F
STAIR 1
OPEN TO BELOW
DN
2M060
VALET
2 A4.54
13' - 3"
13' - 3"
EWS-02
2M080
E.1
1 A6.10
ENTRY GRATING, REFER TO EOS PLAN FOR SLAB DEPRESSION
UP
A6.30
H
32' - 8 3/8"
4
107
USPS EXISTING FIRST FLOOR
G
22' - 8"
19' - 6 21/32"
3 A4.13
E.1 2
SP-1A 22X22
A6.30
17' - 9 7/8"
11' - 6 3/8"
A4.13
13' - 3"
0M080
FIRE PUMP ROOM
19' - 0"
Sim
J
005
10' - 8"
7
J
13' - 3"
A6.10
STORAGE
A4.11
A6.10
001
000
002
E
SD
4
6
A6.30
A4.30
TC 5.94 BC 5.49
109
26' - 4"
26' - 4" 5 A4.30
STAIR 1
5 A6.10
5
6
A4.30
A4.30
2 A4.22
RIVERFRONT HOTEL AND POST OFFICE RENOVATION
D
D
1 A4.30
A6.10
PROJECT NUMBER: 20220393 PROJECT NAME: RIVERFRONT HOTEL AND POST OFFICE RENOVATION Autodesk Docs://20220393 Riverfront Hotel and Post Office/20220393_v2023_Hoboken Riverfront SHEET NUMBER: A1.11S - FLOORHoboken PLAN - LEVEL 01 - SOUTH Hotel_ARCH.rvt 5/12/2023 10:27:30 PM
5
E
7 A6.10
SD
SD 3
G
TC 5.72 BC 4.96
1 Sinatra Drive, Hoboken NJ 07030 ♦ KMS Development
A4.30 G
C
C
3
A4.30
3
2
A4.20
A4.13X
4
1
A4.30
A4.13X 1
3
1
A4.10
A4.23
1
3
KEITH SIMMEL
5
6
7
8
9
10
11
12
LEVEL 00 - GROUND FLOOR PLAN SOUTH
13
14
4
A4.13X
A4.30
1
1
3
A4.13X
A4.20
A4.10
1 A4.23
TC 6.64 BC 5.15
1
A1.11S
Project No.
COLUMB MAHONEY
03/10/23
Project Manager
Date
Project Architect
JORDAN HANSON
1
HOTEL
RISA MIMURA
17 2
POST OFFICE
Designer
SCALE: 1/4" = 1'-0"
16
A1.10S
Staff Architect
JESSICA CAMPESE
LEVEL 01 - SOUTH
Designer
15
20220393
Principal-in-Charge
PAUL SHIN
A
HOTEL
A
POST OFFICE
2
A4.20
A4.21
A4.21
B
A4.20
B
3 A4.21
FLOOR PLAN - LEVEL 00 SOUTH 3
18 3
19 4
20 5
21 6
Drawing No.
NOT ISSUED FOR CONSTRUCTION 7
8
9
10
11
12
13
14
15
16
17
18
19
LEVEL 01 - FLOOR PLAN SOUTH: COORDINATION FOR MEP SPACES AND DOUBLE HEIGHT ENTRY HOSPITALITY
20
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
SCOPE DOCUMENTS
R
R
©2023 COOPER CARRY
Q
ISSUANCES Drawing Issue Description
R
Q
S
The Contract Documents Issued for Schematic Design are intended to be at that level of development and as such, may be neither complete nor coordinated. The [Construction Manager] is responsible for complete and coordinated pricing of the Work, and shall include items necessary for the proper execution and completion of the Work, as shown, specified, reasonably inferred or required for a complete Project. For Work of delegated designs; systems, assemblies, components and materials shall comply with national, state and local code requirements. The [Construction Manager] shall inform the Owner and Architect, in timely fashion, of any discovered omissions, inconsistencies or errors in the Contract Documents.
No.
Date
ISSUE FOR SCHEMATIC DESIGN DD PROGRESS SET
03/10/2023 05/12/2023
Draft Print
P
P
1 2
3' - 7"
3
4.1
5' - 0"
4.2
12' - 0" 12' - 0"
4.3
5
5' - 1"
4.4 2
1
4' - 3"
5.1
6
A4.51
18' - 1" 13' - 10"
6.1
2.2
3
17' - 0"
TBD
3.1
3.2
3.3
4.1
4.2
4.3
5
4.4
GUEST ROOM 24
M
TX-A 12X17
6' - 3 1/4"
2C334
1S478
4
N 2C334
508
2C334 B
509 TX-A 12X17
2S618
5' - 9 3/8" 9' - 0 7/32"
IDF/FA CL
2C334
1C258
0S438
MUA-2 18X16
2S618
529
8' - 4"
6
8' - 1 3/8"
61' - 1"
<varies>
E
527
521
527A
7' - 8"
KX-1 30X30
1S478
7' - 4 1/2"
2C334
TX-B 16X21
1S478
F
SP-2B 20x18
5' - 3 3/4"
524
6
513
A4.00
30"X48"
2C334
513
2C334
524A
8' - 5"
1S478 EWS-04
513C
2S618
TX-A 12X17
D
3
2
3
4
3
A4.70
A4.10
A4.21
A4.70
A4.20
A4.41 EWS-04
520
D.1
GUEST ROOM 14 CONNECTING
1S434
<varies>
1 A4.20
NORTH
5
6
7
8
9
10
11
TYPICAL GUEST ROOM FLOOR NORTH
518
KEITH SIMMEL
20220393
Principal-in-Charge
Project No.
COLUMB MAHONEY
03/10/23
Project Manager
Date
G
Project Architect
JORDAN HANSON A
Staff Architect
JESSICA CAMPESE
A1.15N
Designer
13
14
3
3
1
12
B
SCALE: 1/4" = 1'-0"
GUEST ROOM 18 - SUITE CONNECTING
519
PAUL SHIN
A4.21
15
16
A4.21
17
18
2
4
A4.20
19
20
A4.31
21
A4.13X
RISA MIMURA Designer
Drawing No.
NOT ISSUED FOR CONSTRUCTION
3
5
A4.10
A4.31
1 A4.13X 1 A4.20
1
A
A
5/12/2023 10:27:48 PM
LEVEL 05 - NORTH
518A
519A
B
514
1 A4.13X
4' - 6"
GUEST ROOM 20FLOOR PLAN - LEVEL 05 -GUEST ROOM 19
514A
1C214
4' - 6"
1 Sinatra Drive, Hoboken NJ 07030 ♦ KMS Development
C
1 A4.21
12
6' - 0"
EWS-04 MTL PANEL
514
519
30"x60"
2
57' - 2"
520
56"x60"
56"x60"
A4.22
D
B
POST OFFICE
7"
- 7" ø 5'30"X48"
MATCH LINE EWS-04 EWS-04
6' - 0"
C
2C334
'ø5
2 A4.64
A4.11
TX-B 16X21
RIVERFRONT HOTEL AND POST OFFICE RENOVATION
30"x60"
520A
1' - 0"
2S618
2M060
E
TX-A 12X17
PROJECT NUMBER: 20220393 PROJECT NAME: RIVERFRONT HOTEL AND POST OFFICE RENOVATION Autodesk Docs://20220393 Riverfront Hotel and Post Office/20220393_v2023_Hoboken Riverfront SHEET NUMBER: A1.15S - FLOORHoboken PLAN - LEVEL 05 - SOUTH Hotel_ARCH.rvt 5/12/2023 10:27:51 PM
7' - 9 1/4"
526
6' - 3 1/4"
4
518
GUEST ROOM 13 CONNECTING
513A
524
6' - 1 5/16"
2C334
GUEST ROOM 24
EWS-04
4
F
517C
1C258
1S434
<varies>
HOUSEKEEPING
2C334
3
517
521
C.1
0F214
2
13' - 3"
517
517A
1' - 0"
521A
1' - 0"
TBD
HOTEL
GUEST ROOM 17 CONNECTING
GUEST ROOM 21
1
13' - 3"
A4.64
2C334
2S618
13' - 3 1/2"
A4.43
512
1S434
526
24' - 7 1/2"
3
GUEST ROOM 12 0F214
STAIR 2
501
D
J F
512A
529
6' - 0 7/8"
501
TX-B 16X21
1C258
502
A4.61
1
TX-B 16X21
E.1
5' - 3 3/4"
ELEV. LOBBY
8' - 1 3/8"
527
A1.15N
A6.11
EWS-04
512
FSAE 1' - 0 3/4"
4
1
516
2
522A
A4.13
C
61' - 1"
A6.20
5' - 0 1/4"
23' - 1 5/8"
5' - 0 1/8"
528 14
502A
1S478
GUEST ROOM 16
516A
522
1S478
2S618
24' - 4"
2S618 2S500
11' - 5 11/16"
502
3
2C334
G
F
2C334
1S434
GUEST ROOM 2
511
0' - 0"
20x18 SP-1B
522
5' - 3 3/4"
1C258
23' - 2"
TX-B 16X21
5' - 7 3/4"
2
GUEST ROOM 11
A4.11
EWS-06
2C334
511
7' - 8"
A6.20
516
525
GUEST ROOM 22
2
1S434
1' - 0"
2C334 1C214
A4.13
7' - 8"
<varies>
2S500
528
2C334 1C214 1S478
12' - 3 15/16"
MUA-1 18X20
1' - 0"
1C258
511A
2C334
1C214
1S478
SX-3 17X42
H
1S478
44' - 4 1/2"
E
B.2 2C334
J 2S618
2C334
0C214
A6.20
1S434
503
2C334
1C334
E
G
A4.61
GUEST ROOM 3
1C334
5
11' - 5 11/16"
14 A6.11
56"x60"
530 2S618
503A
508
515
1C214
2 A4.23
C
3
5' - 5 1/8"
503
11' - 3 7/16"
5' - 7 3/8"
12' - 8 3/32"
EWS-04
DN
1S478
TX-B 16X21
507
515
515A
61' - 1"
1C258
2C334
GUEST ROOM 15
1 A6.11
525
B.1
13' - 3"
1S478 1
1C214
1S438
5' - 8"
507A
1S434
13' - 3"
5' - 1 7/8"
H
531
30"X48"
5' - 6 5/8"
STAIR 1
2C334
G
2S618
UP
2 A4.10
13' - 3"
530
10' - 7 3/8"
2S618
ELEC CL 530
A4.22
508A
510
<varies>
K
5' - 0 7/16"
504
5' - 1 1/8"
5' - 6 5/8"
2S618
GUEST ROOM 10
510A
1S478 5' - 1 1/4"
5' - 6"
10' - 6 3/4"
506
0' - 7"
11' - 3 11/16" 5 A4.60
6' - 5 7/8"
D.2
TX-B 16X21
523A 510
1' - 0"
10' - 5 1/8"
504A
TX-A 12X17
1S434
4' - 2 27/32"
504
1S478
506A
5' - 2 19/32"
2S500
11' - 7 1/16"
5' - 7 3/4"
13' - 0 13/16"
J
1S434
GUEST ROOM 4
5' - 5 7/8"
523
TX-A 12X17
1S438
L
TX-A 12X17
2M060
K
507
2C334
1C214
523
A4.41
D.1
514
GUEST ROOM 23
1S478
H
506
GUEST ROOM 8
EWS-04
GUEST ROOM 14 CONNECTING
1S434
<varies>
4 A4.70
12
514A
1C214
2C334
1C258
505 TX-B 16X21
509
3 A4.70
1C214
5' - 4 3/4"
GUEST ROOM 7
GUEST ROOM 9
1S434
D
K
2C334
1C214
1C258
GUEST ROOM 6 1S434
<varies>
13' - 2"
19' - 0 1/4" 24' - 3 3/8"
1S478
2C334
509A
12' - 10 5/8"
M
1C258
12' - 10 3/8"
1S478
19' - 4"
12' - 3 11/16"
17' - 5 1/4"
0S438 0S438
5' - 7 1/2"
1S434
16' - 6 3/4"
4' - 11 3/8"
11' - 7 11/16"
505
D
EWS-04 MTL PANEL
514
10' - 10"
L
L
EWS-04
505A
GUEST ROOM 5
EWS-04
513C
2S618
MATCH LINE EWS-04 EWS-04
0F214 2C334
29' - 7 7/8"
0F214
8' - 5"
A
2C334
0F214
2C334
0F214
EWS-04
1/A1.15N
2C334 513
2S618
2M060 524A
A4.43
2C334
A4.00
513A
524
524KEY PLAN
526
24' - 7 1/2"
6.1
1S434
<varies>
HOUSEKEEPING
A4.12
6
6
526
501
1
5.1
6' - 0"
13' - 9"
3.3
6' - 0"
8' - 11"
3.2
7' - 0"
21' - 6"
3.1
26' - 4"
10' - 9"
3
13' - 3"
2.2
N
2
M
1
P
N
Q
2023-05-12
A1.15S
1
LEVEL 05 - SOUTH
SCALE: 1/4" = 1'-0"
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
TYPICAL GUEST ROOM FLOOR SOUTH HOSPITALITY
20
S
S
THE CENTER FOR CONNECTIVE ARCHITECTURE
4.1
4.2
4.3
5
4.4
5.1
6
6.1
1
2
2.2
A4.12
2 3.1
3
3.2
13' - 9"
3' - 7" 5' - 0"
12' - 0" 2' - 0 5/8" 4' - 3"
4.2
4.3
11' - 9 3/8"2' - 0 5/8"
14' - 10"
2' - 2"
10' - 9"
21' - 6"
8' - 11"
13' - 9"
13' - 2"
A
3' - 7" 5' - 0"
5
4.4
5.1
6
6.1
12' - 0" 2' - 0 5/8" 4' - 3"
11' - 9 3/8"2' - 0 5/8"
14' - 10"
2' - 2"
10' - 9"
3.3
4.1
4.2
4.3
21' - 6"
8' - 11"
13' - 9"
3' - 7" 5' - 0"
5
4.4
5.1
6
6.1 ©2023 COOPER CARRY
3' - 0 3/8" 12' - 0" 2' - 0 5/8" 4' - 3"
11' - 9 3/8"2' - 0 5/8"
14' - 10"
2' - 2"
7' - 8"
B
5' - 6"
B.1
B.1 B.2
13' - 3"
B.2
13' - 3"
PRE-FUNCTION 4,152 SF
MECHANICAL 4,322 SF
PREP KITCHEN 714 SF
A4.11
STAIR 2 313 SF
ELEV. LOBBY 185 SF
STAIR 2 225 SF
A4.11
FSAE 209 SF
OPEN TO BELOW
No. 1
1 2
A4.11
C.1 13' - 3"
6' - 0"
D
N
13' - 3" 13' - 3" 13' - 3"
E.1
13' - 3"
TERRACE 2,800 SF
KEY PLAN
OPEN TO BELOW
F
26' - 4"
26' - 4"
F
M
13' - 3"
E.1
26' - 4"
M
2023-05-12
E
13' - 3"
13' - 3"
E
G L
G
L
G
K
A4.10
5
KEY PLAN - MECHANICAL ROOF
SCALE: 1/16" = 1'-0"
A1.04
6
LEVEL 20
KEY PLAN - LEVEL 22
2
SCALE: 1/16" = 1'-0"
KEY PLAN - LEVEL 20
SCALE: 1/16" = 1'-0"
J
A1.04
J
A1.04
LEVEL 22 BAR AND OUTDOOR TERRACE
K
LEVEL MECHANICAL ROOF 1
A4.12
A4.12
3.2
4.1
4.2
2' - 2"
10' - 9"
21' - 6"
8' - 11"
A WOMEN'S RESTROOM 374 SF
13' - 2"
MECHANICAL 6,262 SF
7' - 8"
6
6.1
1
12' - 0" 2' - 0 5/8" 4' - 3"
11' - 9 3/8"2' - 0 5/8"
14' - 10"
2' - 2"
10' - 9"
MEETING ROOM 517 SF
MEETING ROOM 512 SF
PRE-FUNCTION 2,760 SF
3.2
3.3
8' - 11"
WOMEN'S RESTROOM 348 SF
5
4.4
5.1
6
6.1
13' - 9"
3' - 7" 5' - 0"
12' - 0" 2' - 0 5/8" 4' - 3"
11' - 9 3/8"2' - 0 5/8"
14' - 10"
2' - 2"
A
BOH 45 SF BOH 313 SF
MEETING ROOM 1 729 SF
MEETING ROOM 2 755 SF
WATER SERVICE 294 SF
STAIR 2 225 SF
FSAE 209 SF
13' - 3"
PREP KITCHEN 715 SF
A4.11
ELEV. LOBBY 185 SF
A4.11 PREP KITCHEN 652 SF
B.2 2 A4.11
ELEV. LOBBY 183 SF
D BOH 95 SF
D.1
STAIR 1 267 SF
PRE-FUNCTION 3,747 SF
13' - 3"
E
D.2
13' - 3"
1
D D.1 D.2
E.1
E.1
13' - 3"
13' - 3"
13' - 3"
BANQUET 4,162 SF
E
13' - 3"
13' - 3"
E
E.1
BALLROOM 3,252 SF
G
G
G
B
LEVEL 21 BANQUET AND MEETING ROOMS
KEY PLAN - MECHANICAL PENTHOUSE
3
SCALE: 1/16" = 1'-0"
LEVEL 19 BALLROOM AND MEETING ROOMS
KEY PLAN - LEVEL 21
1
SCALE: 1/16" = 1'-0"
A1.04
1 Sinatra Drive, Hoboken NJ 07030 ♦ KMS Development
REFERENCE PLANS - LEVEL 19 - MECHANICAL ROOF
KEITH SIMMEL
KEY PLAN - LEVEL 19
20220393
Principal-in-Charge
Project No.
COLUMB MAHONEY
03/10/23
Project Manager
Date
PAUL SHIN
SCALE: 1/16" = 1'-0"
Project Architect
JORDAN HANSON A
A
A1.04
RIVERFRONT HOTEL AND POST OFFICE RENOVATION
26' - 4"
F
26' - 4"
F
26' - 4"
F
LEVEL MECHANICAL PENTHOUSE
A4.11
C.1 13' - 3"
STAIR 2 224 SF
FSAE 208 SF
13' - 3"
7' - 0"
6' - 0"
STAIR 1 190 SF
BOH 110 SF
148' - 10 3/4"
HOUSEKEEPING 171 SF
D
7' - 0"
13' - 3"
C.1
D.1
C
B B.1
C
1
E
D
4.3
B.2
D.2
A1.04
4.2
MEN'S RESTROOM 314 SF
B.1
C.1
4
4.1
C
1
6' - 0"
2 3.1
3
B
B.2
13' - 3"
ELEV. LOBBY 185 SF
21' - 6"
A
13' - 3"
F
FSAE 209 SF
2.2
3' - 0 3/8"
C STAIR 2 225 SF
2
3' - 0 3/8"
MEN'S RESTROOM 323 SF
B.1
5' - 6"
3' - 7" 5' - 0"
5.1
BOH 45 SF
B
G
13' - 9"
4.4
E
14' - 10"
5
D
11' - 9 3/8"2' - 0 5/8"
4.3
108' - 8 3/4"
108' - 1"
3' - 0 3/8" 12' - 0" 2' - 0 5/8" 4' - 3"
3.3
H
2 3.1
3
G
2.2
F
2
C
1
B
3' - 7" 5' - 0"
6.1
13' - 2"
13' - 9"
6
7' - 8"
8' - 11"
5.1
5' - 6"
21' - 6"
4.4
13' - 3"
10' - 9"
5
13' - 3"
H
108' - 1"
4.3
6' - 0"
4.2
7' - 0"
4.1
13' - 3"
3.3
13' - 3"
3.2
13' - 2"
2 3.1
3
7' - 8"
2.2
5' - 6"
2
13' - 3"
A4.12
1
PROJECT NUMBER: 20220393 PROJECT NAME: RIVERFRONT HOTEL AND POST OFFICE RENOVATION Autodesk Docs://20220393 Hoboken and Post Office/20220393_v2023_Hoboken Riverfront SHEET NUMBER: A1.04 - REFERENCE PLANSRiverfront - LEVEL 19 - Hotel MECHANICAL ROOF Hotel_ARCH.rvt 5/12/2023 10:27:20 PM
Draft Print
D.2
STAIR 1 540 SF
E.1
F
Date
03/10/2023 05/12/2023
D.1
OPEN TO BELOW
13' - 3"
N
13' - 3"
D.2
E
ISSUE FOR SCHEMATIC DESIGN DD PROGRESS SET
7' - 0"
7' - 0"
7' - 0"
D.1
D.2 BAR/EVENT SPACE 1,194 SF
D
6' - 0"
HOUSEKEEPING 170 SF
D
6' - 0"
13' - 3"
13' - 3"
P
C.1
D.1
ISSUANCES Drawing Issue Description
C
1
P
C.1
FSAE 209 SF
13' - 3"
C
1
SCOPE DOCUMENTS
The Contract Documents Issued for Schematic Design are intended to be at that level of development and as such, may be neither complete nor coordinated. The [Construction Manager] is responsible for complete and coordinated pricing of the Work, and shall include items necessary for the proper execution and completion of the Work, as shown, specified, reasonably inferred or required for a complete Project. For Work of delegated designs; systems, assemblies, components and materials shall comply with national, state and local code requirements. The [Construction Manager] shall inform the Owner and Architect, in timely fashion, of any discovered omissions, inconsistencies or errors in the Contract Documents.
A
7' - 8"
7' - 8" 5' - 6"
B.2
13' - 3"
3.2
B MEN'S RESTROOM 324 SF
B.1
13' - 3"
Q
2 3.1
3
A
C EMR 636 SF
2.2
108' - 1"
B
STAIR 2 254 SF
2
3' - 0 3/8"
BOH 287 SF
WOMEN'S RESTROOM 375 SF
1
13' - 2"
R
8' - 11"
4.1
108' - 1"
3' - 0 3/8" 21' - 6"
3.3
Q
3.3
R
A4.12
3.2
5' - 6"
2 3.1
3
13' - 3"
2.2
13' - 2"
A4.12
2
Staff Architect
JESSICA CAMPESE
A1.04
Designer
RISA MIMURA Designer
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
Drawing No.
NOT ISSUED FOR CONSTRUCTION
KEY PLANS - UPPER LEVELS HOSPITALITY
1
2
3
4
A
5
B
6
B.1
7
4
B.2
8
3
C
A4.62
9
10
C.1
A4.62
11
12
13
14
15
1
16
2
17
3
4
18
19
5
20
6
21
7
8
9
10
11
12
13
14
D
1
2
THE CENTER FOR CONNECTIVE ARCHITECTURE
2
S
S
S
1
EL. 278.83' MECHANICAL R
R
R
R
©2023 COOPER CARRY SCOPE DOCUMENTS
The Contract Documents Issued for Schematic Design are intended to be at that level of development and as such, may be neither complete nor coordinated. The [Construction Manager] is responsible for complete and coordinated pricing of the Work, and shall include items necessary for the proper execution and completion of the Work, as shown, specified, reasonably inferred or required for a complete Project. For Work of delegated designs; systems, assemblies, components and materials shall comply with national, state and local code requirements. The [Construction Manager] shall inform the Owner and Architect, in timely fashion, of any discovered omissions, inconsistencies or errors in the Contract Documents.
G
Q
Q
Q
F
LVL 19 EL 199' - 7"
ISSUANCES Drawing Issue Description
No. P
Draft Print
P
P
4 S-552
Date
LVL 18 EL 187' - 10"
2023-05-12
LVL 17 EL 178' - 1" EL. 250.17' MECHANICAL PENTHOUSE
N
EL. 250.17' MECHANICAL PENTHOUSE
N
N
EL. 250.17' MECHANICAL PENTHOUSE
LVL 16 EL 168' - 4"
LVL 15 EL 158' - 7"
CAP PLATE AS REQ'D LVL 1 EL 199' -
M
M
M
KEY PLAN
G
LVL 14 EL 148' - 10"
1" STIFFENER E SIDE OF COLUM WEB
EL. 235.17' LVL 22
LVL 13 EL 139' - 1"
L
L
K
K
LVL 12 EL 129' - 4"
K
SLOPED COLUMN
WF SLOPED COLUMN
EL. 235.17' LVL 22 L
EL. 235.17' LVL 22
LVL 11 EL 119' - 7"
HANGING COLUMN EL. 219.08' LVL 21
EL. 219.08' LVL 21
LVL 10 EL 109' - 10"
LVL 1 EL 187' - 1
J
J
J
EL. 219.08' LVL 21
LVL 09 EL 100' - 1"
H
EL. 209.33' LVL 20
EL. 209.33' LVL 20
STUB COLUMN MATCH HANGIN COLUMN
TENSION SPLIC
LVL 08 EL 90' - 4"
H
H
EL. 209.33' LVL 20
HANGING COLU
G
G
G
LVL 07 EL 80' - 7"
EL. 199.58' LVL 19
EL. 199.58' LVL 19
EL. 199.58' LVL 19
LVL 06 EL 70' - 10"
4
SECTION SCALE: 1/2" = 1'-0"
HANGING COLUMN
F
F
F
LVL 05 EL 61' - 1"
LVL 04 EL 51' - 4"
SCALE: 1/4" = 1'-0"
SCALE: 1/4" = 1'-0"
4
Section 69
SCALE: 1/4" = 1'-0"
A4.62
PROJECT NUMBER: L22099.00 PROJECT NAME: HOBOKEN HILTON HOTEL Autodesk Docs://20220393 HobokenAND Riverfront SHEET NUMBER: S-552 - STEEL SECTIONS DETAILS Hotel and Post Office/L22099.00_v2023_Hoboken Riverfront Hotel_STRUCT.rvt 5/12/2023 6:16:40 PM
LVL 02 EL 31' - 10"
B
B.1
B.2
C
C.1
D
RIVERFRONT HOTEL AND POST OFFICE RENOVATION LVL 01 EL 19' - 0" Z - LEVEL 1 Sinatra Drive, Hoboken NJ 07030 LOADING DOCK EL 12' - 4" ♦ KMS Development
C
CONC COLUMN SEE PLAN AND SCHEDULE
3' -
STRUCTURAL SLAB SEE PLAN
Z - LEVEL LOADING DOCK EL 12' - 4"
LVL 00 EL 7' - 0"
EWS - WEST FACADE NORTH - 3 S-552 AMENITY
PILECAP SEE PLAN AND SCHEDULE
2
3 A4.62
LVL 21 - Callout 2
SCALE: 1/4" = 1'-0"
1
SOUTH TOWER SLOPED COLUMN AXONOMETRIC VIEW
WINDOW AND HEAT PUMP DESIGN COORDINATION 2
3
4
5
6
7
8
9
10
11
12
13
14
20220393
Principal-in-Charge
Project No.
2
SECTION AT SLOPING COLUMN 05/10/23
3
COLUMB MAHONEY Project Manager
SCALE: 1/8" = 1'-0" PAUL SHIN
NOTE: AXONOMETRIC VIEW IS INCLUDED FOR REFERENCE ONLY.
Project Architect
JORDAN HANSON A
A
1
KEITH SIMMEL
SCALE:
A
A4.62
4 A4.62
B
B
B
C
C
2
D
D
D
PROJECT NUMBER: 20220393 PROJECT NAME: RIVERFRONT HOTEL AND POST OFFICE RENOVATION Autodesk Docs://20220393 Hoboken Riverfront Hotel and Post Office/20220393_v2023_Hoboken Riverfront SHEET NUMBER: A4.62 - EWS - WEST FACADE NORTH - AMENITY Hotel_ARCH.rvt 5/12/2023 9:57:19 PM
A
F
LVL 03 EL 41' - 7"
E
A4.62
Section 68
24"x24" SLOPED CONC COLUMN
3
E
A4.62
WEST ELEVATION - MASTER C1 - Callout 2
E
1
Date
SECTION SCALE: 1/2" = 1'-0"
A4.62
Staff Architect
Designer
15
1
SLOPED COLUMN STRUCTURAL DESIGN COORDINATION 16
2
17
3
18
4
19
5
20
6
21
7
Designer
8
Drawing No.
9
NOT ISSUED FOR CONSTRUCTION
10
11
12
13
14
HOSPITALITY
DUAL BRANDED LUXURY HOTEL AT ENTERTAINMENT COMPLEX Meadowlands, New Jersey 568,000 SF / 26 Stories Base Building Dual Branded Luxury Hotel, 513 Keys Includes: Pre-Function Space, 2 Ballrooms, 3 Floors of Leasable Offices, Meeting Rooms/Conference Center Project Tasks: All 2D Drawings, 3D Modeling, Rendering, BIM Consultant Coordination, Modular Design Coordination Architectural Project Team: 4 Phase: 50% CDs Completed, Re-Design to Add 2nd Brand
HOSPITALITY-COMMERCIAL
HOSPITALITY-COMMERCIAL
CONSTRUCTION NOTES 1
DO NOT SCALE DIMENSIONS OFF THIS DRAWING
8
PROVIDE ALUM CLOSURE PANEL WHERE PARTITIONS MEET PERIMETER MULLIONS OR COLUMNS. REFER DETAIL.
2
EXISTING CONDITIONS & DIMENSIONS SHOWN ARE TAKEN FROM CONSTRUCTION DOCUMENTATION AS AVAILABLE AND SHALL BE VERIFIED IN FIELD BY ALL CONTRACTORS BEFORE CONSTRUCTION BEGINS. ANY DISCREPANCIES MUST BE IMMEDIATELY BROUGHT TO THE ARCHITECT'S ATTENTION.
9
PROVIDE PHOTOLUMINESCENT MARKINGS AT ALL STAIRWELLS. REFER SPECIFICATIONS. APPLIED ALUM STAIR NOSINGS TO HAVE 2" PHOTOLUMINESCENT STRIP WITH 2" HIGH CONTRAST SLIP RESISTANT COMPONENT.
3
STUD SIZES AND GAUGES ARE SIZED AS A MINIMUM ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE STRUCTURAL PERFORMANCE AND SUFFICIENT STUD THICKNESS TO ACCOMMODATE FRAMED OPENINGS, RECESSED DEVICES, JUNCTION BOXES, BLOCKING AND PLUMBING.
10
PROVIDE A JUNCTION BOX AND BLOCKING AS REQUIRED AT ALL WALL MOUNTED TV / MONITOR, AND SMART BOARDS LOCATIONS. VERIFY LOCATION IN FIELD WITH ARCHITECT. REFER PTE & AV DWGS
11
ALL STRUCTURAL STEEL TO HAVE 2HR SPRAY APPLIED FIREPROOFING UNLESS OTHERWISE NOTED.
12
PROVIDE 4'w x 8'h x 3/4" TYPE AC FIRE RATED PLYWOOD WALL FIELD LAMINATED OVER WALL CONSTRUCTION IN LOCATIONS INDICATED. PAINT FINISH.
13
ALL COAT CLOSETS TO BE FITTED WITH RAIL AND SHELF REFER DETAIL 10/ A-870
14
PROVIDE FRAMED WALL OPENINGS FOR AIR RETURNS AS REQUIRED - REFER MECHANICAL DRAWINGS, AND AT EACH IDF CLOSET FOR CABLE TRAY PENETRATIONS - REFER IT DRAWINGS.
15
PROVIDE MANUAL WINDOW SHADES AT ALL EXTERIOR WINDOWS
4
ENCLOSURES AT STAIRS AND ELEVATORS TO BE CONSTRUCTED OF ABUSE RESISTANT ASSEMBLIES W/ MINIMUM 20 GAUGE 3 5/8" STEEL STUDS.
5
ALL GWB COMPONENTS AT PERIMETER WALLS AND IN CELLAR TO BE MOISTURE AND MOLD RESISTANT.
6
REFER TO A/910 PARTITION TYPES, A/800 SERIES; PANTRY DETAILS, RESTROOMS , AND MILLWORK DETAIL SHEETS, TO INCORPORATE FULL SCOPE OF STUD WALLS, COMPOSITE POSTS, BRACING, BLOCKING ETC.
7
PROVIDE ADDITIONAL FRAMING AND BLOCKING AT ALL WALL HUNG FURNITURE, GRAB BAR, HANDDRYER, FIRE EXTINGUISHER CABINET, HEATER AND RECESSED EQUIPMENT LOCATIONS AS NECESSARY.
16
FURR ALL COLUMNS AS TIGHT AS POSSIBLE UNLESS ALIGNMENT IS REQUIRED WITH ADJACENT SURFACE.
17
PREP ALL EXISTING FLOOR SLABS FOR NEW FINISH. PATCH AND FILL AS NECESSARY TO CREATE A LEVEL SURFACE.
A
PROVIDE CONCRETE TOPPING SLAB IN AREAS AS INDICATED. COORDINATE WITH LOCATIONS OF WALK-INS, TRENCH DRAINS AND KITCHEN EQUIPMENT. FORM 1:12 ADA RAMPS WHERE INDICATED
B
APPLY WATERPROOF MEMBRANE TO ENTIRE KITCHEN SLAB PRIOR TO INSTALLATION OF TOPPING SLAB.
C
PROVIDE CUSTOM FIXED ELEVATOR PIT ACCESS LADDER. SPECS AND LOCATION TO BE CORDINATED WITH ELEVATOR CONTRACTOR
A
B DCA STAMP '-4
D
BX
1/2"
B.1 THE BEYOND HOTEL 16
DX
8A
AT THE AMERICAN DREAM MALL 8A
0"
'-1
14
13
BX
143
'-4 "
4'-1
15
3/4"
0" x 8'- R. 0" F. 3'- Min. ck 90 y Lo Ke
1/2"
UP
27 '-3
'-5
"
6'-0
3/4"
0" x 8'- R. 0" F. 3'- Min. ck 90 y Lo Ke
21 GENERAL CONTRACTOR A-7 OMNIBUILD 213 West 35th Street, 7th Floor New York, NY 10001 Tel: 212-419-1930 0" x 8'- R. 0" F. 3'- Min. ck 90 y Lo Ke
TE
'-0
39 1/2"
BX
3
GENERAL CONTRACTOR SKYSTONE 10 East 33rd " Street, 4th Floor '-8 18 New York, NY 10016 P ME Tel: 212-779-1527 1-24
4F
'-11
8
1/4"
1
21
A-7
29
PROPOSED RELOCATION OF TRANSFORMERS
21
A-7
3/4"
34
'-8
'-9
11
3/4"
3/4"
PROPOSED TRAFFIC MEDIANS TO BE LANDSCAPED
B
22
2
8
RM 1-21
G RA STO 26 1-
B
4F
R
WA
B
E
B
4F
4F
INTERIOR DESIGNER7'-0" x F.R. 0" 4'- Min. STUDIO GAIA 90 1/4" 245 '-0 West 29th Street, 5th Floor 15 C New York, NY 10001 STAIR Tel: 212-680-3500
ETE
LINE OF GRAY COBBLESTONE EXTERIOR FLOORING AREA
'-9
L
ICA CTR ELE 1-20
4F
"
'-2
23
8
B
4F
14
0" x 8'- R. 0" F. 3'- Min. ck 90 y Lo Ke
8
20
A-7
8D
4F
4F
4"
1 3/
11'-1
D
0" x 8'- R. 0" F. 3'- Min. ck 90 y Lo Ke
8D
4F
8'-8
B
CONCRETE FLOORING IN ALL MEP AREAS
INSTALL BOLLARDS AROUND PROPOSED TRANSFORMER LOCATION
D
1"
B 4F
4" 3/+ Gerner Kronick Valcarcel Architects, DPC 7'-5 675 3rd Avenue, 16th Floor New York, NY 10017 Tel: 212-679-6362
"
'-2
23
R STO 25 1-
ARCHITECT:
4F
C.1
40
4F
0" x 8'- R. 0" F. 3'- Min. ck 90 y Lo Ke
M CO LE 1-19
TE
BX
G RA STO 27 1B
4F
4F
1/4"
'-0
15
D
0" x 7'-F.R. 0" 3'- Min. ck 90 y Lo Ke
1/4"
IR
STA
OWNER 0" x 8'-F.R. 0" BEARS CREEK MEADOWLANDS 4'- Min. 90 98 Frelinghuysen Avenue Newark, NJ 07114 C IR STA Tel: 862-240-1622 E AG
8
" '-0 12
'-4
40
E
0" x 8'-F.R. 0" 4'- Min. 90
20 BX
A-7
UP
20
A-7
BX
300 PATERSON PLANK ROAD EAST RUTHERFORD, NJ 07073
8
12
4F
20
A-7
4F
"
'-2
17
P UM EP FIR 1-22 4F
29'-4 3/4"
"
'-0
2"
0" x 8'- R. 0" F. 3'- Min. ck 90 y Lo Ke
0 1/
10
5'-1
C
1
R
1/4"
17'-5 3/4"
26'-10 1/2"
24'-10 3/4"
3/4"
UP UP
25'-11 1/4"
DN
7'-8"
9'-9"
Clear Hoistway
7'-1"
5'-5"
.
EX SIM
8'-10"
6'-8"
Clear Hoistway
8'-10"
Clear Hoistway
6'-8"
29'-9 1/2"
8'-11 3/4"
18'-0"
18'-0"
LO
STOP STOP
17
A
.
STOP
STOP
STOP
UP
8'-0 1/4"
"
8
5'-3
R
IDO RR CO 1-09
8'-11 1/4"
E
OP
2 SL
1:1
E 2A
15
2
UP
2A
2
POLISHED CONCRETE RAMP
HR MANAGER 1-08
ASSIST MANAGER 1-07 8'-11 1/4"
16
0" x 7'-
7'-8 1/2"
8
8
3'-0" x 7'-0" Hard Key
2A
0"
Clear Hoistway
48"x48" PORCELAIN TILE
8
2A
3'-
8'-4"
3A
3'-0" x 7'-0" Hard Key
E
8
E
3AM SIM
4'-11 3/4"
6'-8"
8'-10"
Clear Hoistway
6'-8"
8'-10"
Clear Hoistway
STOP
18 K
C DO ING C 1-11
E OP
12'-1 1/2"
STOP
0"
x 7'-
Clear Hoistway
RT
Y CA
0"
8'-10"
1/2"
DR
UN
"
6'-
4'-0 3/4"
5'-8
28'-9 1/2"
UP
0"
0" x 8'- R. 0" F. 3'- Min. ypad 90 tal Ke Digi
25'-11 1/4"
"
4'-1
14'-2 1/2"
5'-6
9'-4 3/4"
E
'-7
1/4"
27'-9 1/4"
3/4"
1/2"
OP
18
'-3
NORTH
19
G RA STO 10 1-
BM
3'-0" x 7'-0" Hard Key
8"
1 1/
3'-0" x 8'-0" Hard Key
8
30
LA
9'-0
1/4"
Y 8A DR UN B 1-11
LA
AD
3'-0" x 7'-0" 8
2A
5'-0"
4F
30'-1"
21 20
.
E SIM
" '-0 10 " x . F.R. '-0 14 0 Min 12
2 SL 1:1
3A
3'-0" x 7'-0"
5'-5"
8'-4"
PROTECT EXTERIOR WALL OF EXISTING PARKING GARAGE
FIRE RATED WINDOW @ SECURITY TO OVERLOOK LOADING DOCK
9H
8D
1/2"
"
P5
3,500 LBS 1,000 FPM
Clear Hoistway
E
L C
'-0
'-9
"
7'-4
"
'-1
'-6
29
27 8
8"
6'-
R
TO
AC
MP
CO
14
2A
2A
P4
3,500 LBS 1,000 FPM
HR SUITE 1-05
tway
"
H AS 1-16
TR
. SIM
6M
5'-5"
1
9"
8'-
r Hois Clea
1/4"
8
M
E
.
D SIM
STOP
5'-3
. SIM
4F
4F
B
PARKING CONSULTANT Walker Consultants 2.1Suite 210 6602 E. 75th2St, Indianapolis, 22 IN 46250 Tel: 317-842-6890
"
ORIENTATION 1-06
6M
8
E
2"
0 1/
RIT CU SE 9H 1-17
8'-6
'-8
14
3/4"
19
1/2"
13
4"
9'-8
4F
4A 1-
. SIM
23
20
0 1/
'-1
ELEV. LOBBY 1-03
AX
E
0"
OP
'-1
17
2 SL
1:1
"
0" x 7'- R. 0" F. 6'- Min. 90
4"
3'-0 3/4"
1/2"
MRL
1/2"
P6
3500 LBS 500 FPM
Y TR 18
EN
'-1
'-6
'-6
P3
3,500 LBS 1,000 FPM
0" x 7'- y 0" 3'- rd Ke Ha
24
E
8
7
11
1
1/4"
8
STRUCTURAL ENGINEER MURRAY ENGINEERING, PC 1/4" '-4 40 307 7th Avenue, Suite 1001 New York, NY 10001 Tel: 212-741-1102
A-7
8
5'-5"
UP "
5'-6
Y
0 1/
ol
8'-9
G RIN OO FL ETE EA CR AR ON CE D C PA HE E S LIS VIC PO SER ING IN IEV C A RE 1-11
5'-7
0" x 8'- ting 0" 6'- le Ac ub Do
9'-1
" 3/4"
11
13
E
8'-0" 5'-5"
8
E
'-0
2 SL
1:1
tway
3/4"
tway
1/4"
2"
r Hois
4'-6
B
4F
'-1
24
"
8'-6
11
16'-11 3/4"
SIM.
4F
4F
RECEPTION 1-04
E
"
8'-0
A
Clear Hoistway
20'-0"
4F
3'- Min. y 90 rd Ke Ha
5'-5"
9'-10"
Clear Hoistway
D
4F
OL TR ON V C 13 7'-0" 1- 0" x F.R.
ELE
4F
'-4
x 7'-
4F
Ha
4A
FIRE COMMAND 1-02
4F P7
4000 LBS 500 FPM
4F
ntr
P2
4,000 LBS 200 FPM
7'-5 1/2"
9'-10"
Co
P1
4,000 LBS 200 FPM
8
G VIN CIE A 1-11
RE B
GE 0" RA 7'STO 14 0" x Key 1- 6'- rd
7'-0
5'-3"
AX
B
4F
0"
0"
RA STO 15 1-
B
UP
A
7'-5 1/2"
SIM.
. SIM
CONCRETE FLOORING
"
8'-0
"
SIM.
5'-5"
4
'-8
16
20
A-7
'-4" . SIM
A-720
T LE VA 1-12
'-0
Clear Hoistway
6'-0" x 8'-0" RFID
4A
0" x 8'- or 0" 3'- rn Do y Ba rd Ke Ha
Ta
STOVENTEC PANEL SYSTEM
7'-10"
11
4A
7A
20
A-7 "
4"
1 1/
7'-1
B
4F
nk
B
. SIM
10
21
7A
7/8"
4 A-7
ILLUMINATED LIGHT WALL PANEL SYSTEM
35'-5 1/4"
8
3'-0" x 8'-0" Hard Key
PROTECT EXTERIOR WALL OF EXISTING PARKING GARAGE
8
20
A-7
6'-2
A-721
6
AX SIM
0" x 8'- R. 6" F. 3'- Min. y 90 rd Ke Ha
3
.
5
ENTRY PAVILION ILLUMINATED LIGHT 1-01B WALL PANEL SYSTEM
14'-5"
9
3/4"
0" x 8'- R. 0" F. 4'- Min. 90
1"
4'-1
METAL MOSAIC SCULPTURAL WALL AND CEILING
10'-4 1/2"
CURVED STRUCTURAL GLAZING, SEMI-TRANSLUCENT GLAZING
11'-7"
. SIM
B
AX
3/4"
3'-
"
'-5 16
A-720
AX
. SIM
1
WHITE COBBLESTONE FLOORING
Z
8'-
Clea
23
. SIM
REVOLVING GLASS ENTRY DOOR
'-5
6'-2 1/4"
IR
STA B
4F
15'-7 3/4"
D
'-11
20 4F
GE
ILLUMINATED LIGHT WALL PANEL SYSTEM
SIM.
4'-0 1/2"
4'-0" x 8'-0" 90 min. F.R. Hard Key D
1
6 A-721 A SIM.
7'-0 3/4"
C.5
'-3" x 11 0" Key rd Ha
ENTRY 1-01A
A
'-1
12
MEP 1-29
8D
DX
B
"
'-0
32 4'-
A
5"
5'-
8
8
E
LIGHTING DESIGNER Evoke New York, NY 10001 Tel: 212-244-5060
20
A-7
MR
0 LBSM 500 FP 150
8"
.
AX SIM
8'-3"
8
S9
0 LBSM 350 FP L 500
0
S1
4'-0" GLASS ENTRY DOOR 1
4F
0"
9'-
5'-
38'-9 1/2"
8
'-7
1/2"
. SIM
4F
33'-1 3/4"
17
B
16'-5" UP
"
3'-8
A-720 21'-8"
.
DX SIM
20
A-7
5
A-720
11
Z
2
MEP 1-28
D
8"
4F
8'-6
10 8D
6'-
1" '-1 10 Hoistway r
STAIR A
14
UP
2A
F
STOP
MR
A SIM.
4'-0" x 7'-0" 90 min. F.R.
STOP
S8
0 LBSM 350 FP L 500
Clea
C
r Hois
.
STOVENTEC WALL PANEL SYSTEM
TRAFFIC ENGINEERING PROVIDENT DESIGN ENGINEERING 7 Skyline Drive, Hawthorne, NY 10532 Tel: 914-592-4040
MEP ENGINEER Ventrop ECG, PLLC 369 West 34th Street, 2nd Floor New York, NY 10001 Tel: 212-244-5060
UP
9"
5"
5'-
BX
E
.
DX SIM
Clea
8'-
1/4"
" 8 1/2 7'- r Hoistway
3/4"
D SIM
5'-0"
23
'-6
58
Clea
'-6
B
'-6
3/4"
LINE OF WHITE COBBLESTONE EXTERIOR FLOORING AREA
57 4FB
E
OP
2 SL
1:1
CUSTOM COLUMN DESIGN, REFER TO ELEVATIONS
LINE OF GRAY COBBLESTONE EXTERIOR FLOORING AREA
D
UP
'-2
23'-3 1/2"
12
CONCRETE RAMP
STAIR A
ETE SM 1-23
GA
0" x 8'- R. 0" F. 3'- Min. ck 90 y Lo Ke
'-11
16
28
7'-5 1/4"
"
'-2
17
4'-0" x 8'-0" 90 min. F.R Hard Key.
A
BX
4F
8
A-720 4'-0" x 8'-0" 90 min. F.R. Hard Key
4'-0" x 8'-0" 90 min. F.R.
A
CIVIL & GEO-TECHNICAL ENGINEER PENNONI ASSOCIATES INC. 24 Commerce Street, Suite 300 " '-0 Newark, NJ 07102 21 Tel: 973-265-9740
0" x 8'- R. 0" F. 3'- Min. ck 90 y Lo Ke
1/2"
0" x 8'- R. 0" F. 3'- Min. ck 90 y Lo Ke
'-3
64
B CONCRETE EGRESS PATH TO BE CONSTRUCTED AROUND TRANSFORMERS
E
1
2
3
3.1
4
5
5.1
5.2
5.3
6
7
8
9
10
11
12
13
.1 13
8/11/20
2.
ISSUED FOR DESIGN DEVELOPMENT REVISION 1
GKV
7/31/20
1.
ISSUED FOR DESIGN DEVELOPMENT
GKV
DATE
NO.
REVISIONS
BY
GKV Project
1756-01
Drawing Title:
GROUND FLOOR CONSTRUCTION PLAN Scale 1/8"=1'-0" Seal
Drawing No:
A-100A.00 Sheet No:
GROUND FLOOR ENTRY HOSPITALITY-COMMERCIAL
CONSTRUCTION NOTES 1
DO NOT SCALE DIMENSIONS OFF THIS DRAWING
8
PROVIDE ALUM CLOSURE PANEL WHERE PARTITIONS MEET PERIMETER MULLIONS OR COLUMNS. REFER DETAIL.
2
EXISTING CONDITIONS & DIMENSIONS SHOWN ARE TAKEN FROM CONSTRUCTION DOCUMENTATION AS AVAILABLE AND SHALL BE VERIFIED IN FIELD BY ALL CONTRACTORS BEFORE CONSTRUCTION BEGINS. ANY DISCREPANCIES MUST BE IMMEDIATELY BROUGHT TO THE ARCHITECT'S ATTENTION.
9
PROVIDE PHOTOLUMINESCENT MARKINGS AT ALL STAIRWELLS. REFER SPECIFICATIONS. APPLIED ALUM STAIR NOSINGS TO HAVE 2" PHOTOLUMINESCENT STRIP WITH 2" HIGH CONTRAST SLIP RESISTANT COMPONENT.
3
STUD SIZES AND GAUGES ARE SIZED AS A MINIMUM ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE STRUCTURAL PERFORMANCE AND SUFFICIENT STUD THICKNESS TO ACCOMMODATE FRAMED OPENINGS, RECESSED DEVICES, JUNCTION BOXES, BLOCKING AND PLUMBING.
10
PROVIDE A JUNCTION BOX AND BLOCKING AS REQUIRED AT ALL WALL MOUNTED TV / MONITOR, AND SMART BOARDS LOCATIONS. VERIFY LOCATION IN FIELD WITH ARCHITECT. REFER PTE & AV DWGS
11
ALL STRUCTURAL STEEL TO HAVE 2HR SPRAY APPLIED FIREPROOFING UNLESS OTHERWISE NOTED.
12
PROVIDE 4'w x 8'h x 3/4" TYPE AC FIRE RATED PLYWOOD WALL FIELD LAMINATED OVER WALL CONSTRUCTION IN LOCATIONS INDICATED. PAINT FINISH.
13
ALL COAT CLOSETS TO BE FITTED WITH RAIL AND SHELF REFER DETAIL 10/ A-870
14
PROVIDE FRAMED WALL OPENINGS FOR AIR RETURNS AS REQUIRED - REFER MECHANICAL DRAWINGS, AND AT EACH IDF CLOSET FOR CABLE TRAY PENETRATIONS - REFER IT DRAWINGS.
15
PROVIDE MANUAL WINDOW SHADES AT ALL EXTERIOR WINDOWS
4
ENCLOSURES AT STAIRS AND ELEVATORS TO BE CONSTRUCTED OF ABUSE RESISTANT ASSEMBLIES W/ MINIMUM 20 GAUGE 3 5/8" STEEL STUDS.
5
ALL GWB COMPONENTS AT PERIMETER WALLS AND IN CELLAR TO BE MOISTURE AND MOLD RESISTANT.
6
REFER TO A/910 PARTITION TYPES, A/800 SERIES; PANTRY DETAILS, RESTROOMS , AND MILLWORK DETAIL SHEETS, TO INCORPORATE FULL SCOPE OF STUD WALLS, COMPOSITE POSTS, BRACING, BLOCKING ETC.
7
PROVIDE ADDITIONAL FRAMING AND BLOCKING AT ALL WALL HUNG FURNITURE, GRAB BAR, HANDDRYER, FIRE EXTINGUISHER CABINET, HEATER AND RECESSED EQUIPMENT LOCATIONS AS NECESSARY.
16
FURR ALL COLUMNS AS TIGHT AS POSSIBLE UNLESS ALIGNMENT IS REQUIRED WITH ADJACENT SURFACE.
17
PREP ALL EXISTING FLOOR SLABS FOR NEW FINISH. PATCH AND FILL AS NECESSARY TO CREATE A LEVEL SURFACE.
A
PROVIDE CONCRETE TOPPING SLAB IN AREAS AS INDICATED. COORDINATE WITH LOCATIONS OF WALK-INS, TRENCH DRAINS AND KITCHEN EQUIPMENT. FORM 1:12 ADA RAMPS WHERE INDICATED
B
APPLY WATERPROOF MEMBRANE TO ENTIRE KITCHEN SLAB PRIOR TO INSTALLATION OF TOPPING SLAB.
C
PROVIDE CUSTOM FIXED ELEVATOR PIT ACCESS LADDER. SPECS AND LOCATION TO BE CORDINATED WITH ELEVATOR CONTRACTOR
A
8
B DCA STAMP '-9
14
D
3/4"
B.1 THE BEYOND HOTEL 0" x 7'-F.R. 0" 4'- Min. 90
8D
IR
STA
D
AT THE AMERICAN DREAM MALL
8
DN ROAD 300 PATERSON PLANK EAST RUTHERFORD, NJ 07073
4F
8D UP
6'-9
8
C.1
3/4" 8
OWNER OM BEARS CREEKROMEADOWLANDS TE IVA 50 Avenue 98 Frelinghuysen 2PR Newark, NJ 07114 Tel: 862-240-1622 39
'-3
4A
D
3/4"
ARCHITECT:
4A 8
4F 8D
'-9
12
5F 5F
9'-3
3/4"
3/4"
Gerner Kronick + Valcarcel Architects, DPC 675 3rd Avenue, 16th Floor New York, NY 10017 Tel: 212-679-6362 5F
8
15
1/4" 1/2"
'-3
3/4"
8
8
E
"
'-5
DN
42
10
'-1
34
B
UP
C INTERIOR DESIGNER IR STA STUDIO GAIA 245 West 29th Street, 5th Floor New York, NY 10001 Tel: 212-680-3500
4F
'-3
8
8A
4F
4F
29
MATCH LINE
D
3/4"
8
'-11
1/4"
75
2'-4
16
8
G RA TO 2-49
YS
DR
"
'-9
27 4F
GENERAL CONTRACTOR OMNIBUILD 213 West 35th Street, 7th Floor New York, NY 10001 Tel: 212-419-1930
4F
4F
B
8
3/4" "
'-3
21
TRAFFIC ENGINEERING PROVIDENT DESIGN ENGINEERING 7 Skyline Drive, ICE OFF 45 Hawthorne, NY 10532 2Tel: 914-592-4040
4F
8
1/2"
6
E
9'-8
EN CH KIT 40 24F
"
4F
"
'-9
50
8
6M
2
8
EN CH 2-40
R
KIT
8
1
8
8
'-6
8
17
8
3/4"
2
M
2A
'-2
"
1/4"
'-0
14
3A
"
19'-3"
29'-5 1/2"
7'-11 3/4"
UP
DN
15'-7 1/4"
71'-6 3/4"
DN
26'-1 1/4"
9H .
E SIM
"
27'-11 1/4"
x 7'-
6'-0
'-4
24'-10 3/4"
"
6'-0x 7'-0" F.R 0" 6'- Min. pen 90 ld O lt Ho adbo De
" 1/4"
20'-4 1/2"
8"
6'-
tway
6'-0 7'-3
7'-9
1/2"
ATO ER IG 2-36
EFR
R
2M
1/2"
OR NIT 2-38
JA
21
.
EX SIM
"
7'-8
20
.
ICE OFF 37 2-
E SIM
GE RA VE 2-36
BE
8 .
EX SIM
'-1
21
3/4"
4F
Clear Hoistway
19
2A
Clear Hoistway
3A
2A
8'-4"
7'-8"
9'-9"
8'-10"
Clear Hoistway
6'-8"
8'-4"
MDF ROOM 2-30
8
Clear Hoistway
3A
Clear Hoistway
8
8'-10"
30'-1" 3A
8
8
11'-8 3/4"
12'-6 1/4"
22'-5 3/4"
180'-2 3/4"
5'-0"
4F
1
2A
E
E
EX
SEATING 2-01
STOP
14
21'-2 1/2"
2A
STORAGE 2-28
STOP
15
1/2"
2A
OFFICE 2-27
E
EX
5'-5"
4F
4'-0" x 7'-0" Hard Key
8
E
EX
P5
3,500 LBS 1,000 FPM
5'-5"
STOP
16
" '-0 x 10 y 0" Ke rd Ha
6'-
'-11
8
E
1/2"
19
72'-5"
EX
7'-6 8
P4
3,500 LBS 1,000 FPM
7'-8 1/2"
E
EX
1/2"
13
1
OFFICE 2-25
2A
'-11
BU STI D VE 2-01
1/2"
2A
LE
1
17
E
'-7
OFFICE 2-26
1/2"
41
3A
OFFICE 2-20
OFFICE 2-18
STORAGE 2-29
3'-0" x 7'-0" Hard Key
3'-0" x 7'-0" Hard Key
8
E
EX
3A
OFFICE 2-24
48'-4"
8
F
OFFICE 2-16
3A
3'-0" x 7'-0" Hard Key
OFFICE 2-14
2A
3'-0" x 7'-0" Hard Key
OFFICE 2-12
3A
2A
3'-0" x 7'-0" Hard Key
4'-0" x 10'-0" Hard Key
4'-0" x 10'-0" Hard Key 8
2A
3'-0" x 7'-0" Hard Key
2A
Clear Hoistway
8
3'-0" x 7'-0" RFID
6'-8"
2A 8
3A
LOBBY 2-01
4F
ELEV LOBBY 2-01A
STOP STOP
7'-5
2A
18'-0"
4F
6'-8"
CORRIDOR 2-22
2A
3'-0" x 7'-0" Hard Key
8
8
Clear Hoistway
7'-1"
5'-5"
Clear Hoistway
29'-9 1/2"
6'-8"
8'-10"
Clear Hoistway
32'-3 1/2"
2A
3'-0" x 7'-0" Hard Key
MRL
8'-10"
3'-0" x 7'-0" Hard Key
P6
3500 LBS 500 FPM
1
Clear Hoistway
2A
3'-0" x 7'-0" Hard Key
8
18'-0"
5'-0" 2A
3'-0" x 7'-0" Hard Key
P3
3,500 LBS 1,000 FPM
2A
3'-0" x 7'-0" Hard Key
CORRIDOR 2-13
2A
3A
2A
1/4"
2A
5'-5"
'-9 10
3'-0" x 7'-0" Hard Key
2A
3'-0" x 7'-0" RFID
3'-0" x 7'-0" Hard Key
47'-10"
3'-0" x 7'-0" RFID
2A
18
" '-0 x 10 y 0" Ke rd Ha
6'-
0"
OFFICE 2-15
2A
8'-0" 5'-5"
8
EX
E
8
Clear Hoistway
20'-0"
OFFICE 2-23
3A
8
Y BB 2-01
LO
8
LUGGAGE 2-21
3'-0" x 7'-0" Hard Key
3A
1
ELEV LOBBY 2-01
5'-5"
8
2
VESTIBULE 2-01C
4F
9'-10"
9'-1
10'-9 1/2"
8
1/4"
33'-0 1/2"
4F P7
4000 LBS 500 FPM
7'-5 1/2"
1/4"
2A
P2
4,000 LBS 200 FPM
7'-5 1/2"
9'-10"
STOP
4F
8
'-7
2A
P1
4,000 LBS 200 FPM
8
8
STOP
STOP E
16
2A
SEATING 2-01
3A
OFFICE 2-19
NORTH
9H
8D
11
16'-1 1/2"
9"
8'-
r Hois Clea
3/4"
'-7"
11 R
0" x 7'- y 0" 3'- rd Ke Ha
'-3 11
3A
OFFICE 2-17
STORAGE 2-11
2
3'-0" x 7'-0" Hard Key
3'-0" x 7'-0" Hard Key
16'-2"
'-0
tway
0" x 7'- y 0" 3'- rd Ke Ha
1/4"
0" x 7'-F.R. 0" 4'- Min. 90
3/4"
2M
8D
1/4"
8
8
5'-5"
2A
PARKING CONSULTANT Walker Consultants 2.1Suite 210 6602 E. 75th2St, Indianapolis, 22 IN 46250 Tel: 317-842-6890
EX
0"
0"
3'-
5F
1/4"
23
2M
4F
2
8
12'-6 1/4"
33
2"
68'-8"
0"
Z
8'-
r Hois Clea
27'-9 1/4"
'-1
17
"
8"
5'-
IDO RR CO 2-35 '-5
27
0" x 7'-F.R. 0" 3'- Min. 90 RFID
8
3'-0" x 7'-0" RFID
3'-0" x 7'-0" RFID
3A
3A 2A
STORAGE 2-10
3'-0" x 7'-0" Hard Key
3'-0" x 7'-0" Hard Key
D
WORK AREA 2-07B
10'-8 3/4"
31'-5 1/4"
2
25'-4"
tway
'-2
"
18
8'-6
Z
4F
B
24
13
3'-6" X 5'-0" SIDELIGHT AT ALL B.O.H. OFFICES
2A
2A
26'-4 1/4"
9"
r Hois
0"
0"
'-11
7'-10"
10'-9 1/2"
2A
1/2"
2
4F
4F
DN
28
10'-6"
37'-2 3/4"
2'-9
19 8
3/4"
20
R
IR
STA
2A 3A
2
R
5F
'-11
1/2"
ATO ER IG FR 2-41 RE
5"
E
4F
18'-0 3/4"
9'-2
MR
5'-
MEP ENGINEER Ventrop ECG, PLLC 369 West 34th Street, 2nd Floor New York, NY 10001 Tel: 212-244-5060 LIGHTING DESIGNER Evoke New York, NY 10001 Tel: 212-244-5060
8
'-7
8
8'-
Clea
x 7'-
x 7'-
S9
STRUCTURAL ENGINEER MURRAY ENGINEERING, PC 307 7th Avenue, Suite 1001 New York, NY 10001 Tel: 212-741-1102
E
E
0 LBSM 350 FP L 500
VE
4F
31
'-6
3A
8"
6'-
0"
3'-
0" 4F
LE BU STI 2-35
0
S1
0 LBSM 500 FP 150
M
8
2A
GM 2-09
8
0"
UP
8
EX
H AS HW DIS 2-42
4F
3A
0" x 7'-F.R. 0" 4'- Min. " '-3 90 34
WORK AREA 2-07A
3'-0" x 7'-0" Hard Key
OFFICE 2-06
E
ASSIST GM 2-08
8
6M
r
Clea
1
0" x 7'- y 0" 3'- rd Ke Ha
RECEPTION 2-01
2A
3'-0" x 7'-0" Hard Key
22'-0 3/4"
MR
9'-
4F
1/2"
2
0 M 350 FP L 500
1M
1" '-1 10 Hoistway
6M
8
8D
13'-1 1/2"
3'-
Y BB LO 2-01
15'-7 1/4"
OFFICE 2-05 2A
6'-0" x 7'-0" RFID
S8 LBS
4F
8
3A
3'-0" x 7'-0" Hard Key
OFFICE 2-04
2A
N 2-34
WO
1M
8 8
8 2A
6'-0" 3A
8D
RO
2-33
1/4"
8
2'-3"
3'-0" x 7'-0" RFID
2A
1/2"
3A
8
CONFERENCE 2-03
6'-5
4'-0" x 7'-0" 90 min. F.R.
33'-9"
3A
6'-0" x 7'-0" RFID 8
UP
'-9
25
GE RA STO 31 2-
1
3A
3A
DN
PATH TO EXISTING GARAGE, CONCRETE FINISHED FLOOR
NS
ME
6
3A
'-1"
2A
66'-5 1/4"
E
M
3A M
OM
11
2A
1/4"
2A
5"
ME
6M
64'-0"
D
C.5
'-1"
11
17'-11 1/4"
'-6
6'-0" x 7'-0" RFID
'-4
36 8
Clea
5'-
O SR
T PO 2-43 8
4F " 8 1/2 7'- r Hoistway
OM
"
'-1
2A
STAIR A
E
1/2"
M
3A
M
5'-5
8D
A
DN
6'-0" x 7'-0" RFID
0" x 7'- y 0" 3'- rd Ke Ha 3A
15
6'-0" x 7'-0" RFID
OR RID 2-32
R CO
BREAKOUT 2-02A
UP
BREAKOUT 2-02B
8
C
'-2
25
UP
BREAKOUT 2-02C
B
20
1
SEATING 2-01
D
H
S WA
EX
ATO ER IG 2-44
FR
RE
2
4F
12
76'-6 1/2"
2
8
'-5
26
R BA 2-01 8
EX
2
130'-2 3/4"
8
8
y 0" 3'- rd Ke Ha 4F
C
E
ATO ER IG 2-46
FR
RE
1
4F
8
R
"
3'-6" X 5'-0" SIDELIGHT CIVIL & GEO-TECHNICAL ENGINEER AT ALL B.O.H. OFFICES PENNONI ASSOCIATES INC. 24 Commerce Street, Suite 300 Newark, NJ 07102 Tel: 0" 973-265-9740 x 7'-
4F
8
A
R
ATO ER IG 2-47
FR
RE
'-6
'-1
11
4F
8
CURTAIN WALL WITH FRIT GLASS PATTERN, REFER TO ELEVATIONS
8
2
15
0" x 7'- ting 0" 6'- le Ac F.R ub Do Min. bolt 90 ad De
8
R ZE EE 2-48
FR
8
GENERAL CONTRACTOR SKYSTONE 10 East 33rd Street, 4th Floor 4" New York, NY 10016 19'-6 1/ Tel: 212-779-1527
4F 8
B
"
'-5
27
2
"
2"
NT
A UR STA 01 2-
RE
0" x 7'- y 0" 3'- rd Ke Ha
8
1/2"
1 1/
KIT
8'-1
'-1
45
EN CH 2-40
11'-1
8
8
E
EX
11
12
2
3
3.1
4
5
5.1
5.5
5.6
6
7
8
9
10
13
.1 13
2"
1
1 1/
9'-1
EX
'-6
24
PATH TO AMERICAN DREAM MALL, CONCRETE FINISHED FLOOR w/ BULLET GLASS INSERTS LIKE STAIRS BELOW
1/2"
8/11/20
2.
ISSUED FOR DESIGN DEVELOPMENT REVISION 1
GKV
7/31/20
1.
ISSUED FOR DESIGN DEVELOPMENT
GKV
DATE
NO.
REVISIONS
BY
GKV Project MATCH LINE
1756-01
Drawing Title:
LOBBY FLOOR CONSTRUCTION PLAN Scale 1/8"=1'-0" Seal
Drawing No:
A-101A.00 Sheet No:
2ND FLOOR LOBBY HOSPITALITY-COMMERCIAL
R CO 5-16
Tel: 212-680-3500 SER DEN
SU LY PP
4F
AIR
CONTRACTOR GENERAL P ME A SKYSTONE 5-17 10 East 33rd Street, 4th Floor New York, NY 10016 Tel: 212-779-1527
1/2"
0" x 7'-F.R. 0" 3'- Min. y 90 rd Ke Ha
M SER DEN CON
M
4F
RN TU
4F
ER*
HOT
WAT
4F
02
LK
SER DEN
4F
8
4F
02
LK
8 M
6M
3A
8
7'-9"
23'-1 1/2"
27'-3 1/2"
7'-9"
10'-11 1/4"
10'-1 1/4"
37'-0 1/2"
10'-11 1/4"
32'-3 1/2" 4'-8 1/2"
7'-8"
9'-9"
Clear Hoistway
S
CABINET STORAGE
8'-10"
6'-8"
Clear Hoistway
6'-8"
Clear Hoistway
30'-3 3/4"
18'-0"
18'-0"
TRANSFORMER
CONTROLLER TRANSFORMER
29'-7 1/4"
6'-8"
8'-10"
Clear Hoistway
M A T CH L I N E
6'-8"
8'-10"
Clear Hoistway
36'-10 3/4"
8'-10" CONTROLLER
VFD
13'-0 1/2"
10'-11 1/2"
VFD
35'-10 1/2"
W18X40 [27
]
W21X44 [27]
W16X26 [27]
W16X31 [27]
W18X40 [27]
W18X40 [27]
W18X40 [27]
W18X40 [27]
W18X40 [27]
W16X26 [26]
W30X116 [47]
W16X31 [27] W18X130 [54] CONT. BOTTOM CHORD
W12X26 [7]
W12X26 [7]
W12X26 [14]
W12X26 [24]
W12X26 [13]
W12X26 [13]
W12X26 [8]
W12X26 [7]
W12X26 [7]
W12X26 [7]
W12X26 [13]
W12X26 [14]
W12X26 [14]
W12X26 [14]
W12X26 [14]
W12X26 [24]
L6X6X3/8 LEDGER
W12X26 [16]
W18X130 [54] CONT. BOTTOM CHORD
W18X130 [54] CONT. BOTTOM CHORD
W18X130 [54] CONT. BOTTOM CHORD
W18X130 [54] CONT. BOTTOM CHORD
ER DG
W12X26 [14]
LE
W18X130 [54] CONT. BOTTOM CHORD
4]
3/8 6X
W12X26 [14]
4]
4]
W27X84 [27]
[1 26 2X W1
[1 26 2X W1
4]
3]
L6X
[1 26 2X W1
[1 26 2X W1
ER DG
[1 26 2X W1
LE
L6X6X3/8 LEDGER
3]
5]
3]
1]
3]
3/8 6X
L6X6X3/8 LEDGER
[5 68 4X W2
[4 68 4X W2
[6 68 4X W2
[5 68 4X W2
[6 68 4X W2
5]
L6X
W18X130 [38]
4]
4]
4]
4]
4] [4 68 4X W2
6]
W18X130 [9]
[1 26 2X W1
[1 26 2X W1
[1 26 2X W1
[1 26 2X W1
[1 26 2X W1
4] [4 68 4X W2
W12X26 [14]
-0"
6' 0" x 7'-F.R. 0" 6'- Min. pen 90 ld O Ho
[1 26 2X W1
W12X26 [15]
9" 8'- tway
r Hois Clea
W12X26 [16]
0"
W12X26 [16]
3/4"
'-1
4]
0]
W12X26 [14]
6'-2
17 8" 6'-
95'-11 3/4"
3/4"
SER DEN
8" 6'-
[1 26 2X W1
9]
ER DG -
03
-2
-8
BY
1756-01
MEZZANINE FLOOR CONSTRUCTION PLAN Drawing No:
A-104A.00
INTERIOR DESIGNER STUDIO GAIA 245 West 29th Street, 5th Floor New York, NY 10001 Tel: 212-680-3500
Sheet No:
TRAFFIC ENGINEERING PROVIDENT DESIGN ENGINEERING 7 Skyline Drive, Hawthorne, NY 10532 Tel: 914-592-4040
"
-5
21
"
" 3/4
STRUCTURAL ENGINEER MURRAY ENGINEERING, PC 307 7th Avenue, Suite 1001 New York, NY 10001 Tel: 212-741-1102 MEP ENGINEER Ventrop ECG, PLLC 369 West 34th Street, 2nd Floor New York, NY 10001 Tel: 212-244-5060
19
/4"
GKV
CIVIL & GEO-TECHNICAL ENGINEER PENNONI ASSOCIATES INC. 24 Commerce Street, Suite 300 Newark, NJ 07102 Tel: 973-265-9740
LE
W16X31 [32]
6'-0
CON
9" 8'- tway
r Hois Clea
" '-2 18
[4 26 6X W1
26 2X W1
GKV
GENERAL CONTRACTOR SKYSTONE 10 East 33rd Street, 4th Floor New York, NY 10016 Tel: 212-779-1527
] [19
3/8 6X 13'
-1
/4" 31
-1
REVISIONS
GENERAL CONTRACTOR OMNIBUILD 213 West 35th Street, 7th Floor New York, NY 10001 Tel: 212-419-1930
4]
L6X
W12X26 [13]
02
LK
5]
9]
15' - 0 1/2"
02
LK
[1 26 2X W1 [2 35 8X W1
[2 35 8X W1
12' - 6"
02
LK
'-11" 13
] [14 26 2X W1
5' - 3 1/2"
SER DEN CON
02
LK
Z
18' - 10 1/2"
02
LK
8" 5'-
18' - 11 1/2"
02
LK
Z
14' - 3"
SER DEN CON
02
LK
1/2"
13' - 0 3/4"
02
'-4
15' - 2 1/2"
[5 44 1X W2
2]
W12X26 [22]
5]
7' - 5 3/4"
[4 55 4X W2
4' - 2"
5]
UP
5' - 0 1/2"
[1 26 2X W1
W12X26 [24]
1' - 7 1/2" 8' - 4 1/2"
LK
36 02
2" 8'-
tway r Hois Clea
12' - 0 1/2"
LK
4]
W12X26 [13]
1' - 2 1/2"
2]
18
0"
NORTH
17
] 6 [5
STOP
14'
-0
16
" 3/4
STOP
STOP
15
W12X26 [18]
27'
20' - 1"
ARCHITECT:
2]
W12X26 [20]
2 15' - 0 3/4" S-500
15'
W12X26 [26]
OWNER CHAFIA CAPITAL PARTNERS 8/11/20 2. ISSUED FOR DESIGN DEVELOPMENT REVISION 1 98 Frelinghuysen Avenue Newark, NJ 07114 Tel: 862-240-1622 7/31/20 1. ISSUED FOR DESIGN DEVELOPMENT NO. OWNERDATE BEARS CREEK MEADOWLANDS 1965 Waddle Road GKV Project State College, PA 16803 Tel: 814-234-4460 Drawing Title:
20
5]
STOP
AT THE AMERICAN DREAM MALL EAST RUTHERFORD, NEW JERSEY
[4 55 4X W2
9"
[1 44 21X
] [28 30 14X
11'
2 2X W1
W
16'
[5 76 4X W2
STOP
THE BEYOND HOTEL
] [39
12'
W12X26 [7]
LINK BM1
0 16
19'
W
STOP
DCA STAMP
4]
DN
W12X26 [15]
17' - 6 3/4"
2]
3]
13' - 7 3/4"
4
S-500
[1 26 6X W1
[3 62 4X W2
W16X31 [31]
F
6 1/4
[6]
6 1/4
1
S-500
8" CONCRETE SLAB. PROVIDE #5 BARS @ 12" O.C. T&B, E.W.
2]
STOP
2]
Gerner Kronick + Valcarcel Architects, DPC 675 3rd Avenue, 16th Floor Scale New York, NY 100171/8"=1'-0" Tel: 212-679-6362
4]
26 2X W1
3
S-500
[1 26 6X W1
STOP
6 [4 11 0X W3
Seal
1]
W30X292 [32]
[3 55 4X W2
S-500
3]
W30X292 [35]
7
2]
6 [5 11 0X W3
] [35
W30X326 [17]
LINK BM1
W12X26 [18]
6X W3
] [12
4]
84
W12X26 [14]
40 8X W1
0]
W12X26 [14]
W18X35 [20]
9]
W12X26 [14]
W12X26 [14]
31 6X W1
] [27
1]
[3 55 4X W2
W12X26 [14]
W12X26 [14]
W12X26 [14]
6 1/4
W12X26 [13]
E
W12X26 [14]
W12X26 [14]
W12X26 [14]
[1 26 16X
9]
W12X26 [14]
6 1/4 W12X26 [14]
W12X26 [14]
[3 55 24X
[2 44 1X W2
W12X26 [13]
W12X26 [14]
W12X26 [14]
26 2X W1
[4 62 4X W2
[4 62 4X W2
[4 68 4X W2
7X W2
[1 26 6X W1
[1 26 6X W1
6 1/4
[3 48 1X W2
] [21
3]
3]
W12X26 [14]
W12X26 [14]
8]
4]
W12X26 [14]
3] 1 [6 21
] [32
]
W12X26 [14]
W
W12X26 [14]
LK
[1 55 4X W2
[28
W12X26 [14]
40
W12X26 [14]
C.5
D
14
MATCH LINE
[3 55 4X W2
[3 55 4X W2
W12X26 [14] 8X W1
W12X26 [14]
[2 26 6X W1
W12X26 [14]
6 1/4
W12X26 [14]
18
W33X141 [46]
W18X50 [38]
STOP
STOP
4]
W30X292 [31]
W12X26 [14]
LK
13
90 30X
STOP
19
.1 13
[21] W18X40
[3 55 4X W2
W30X292 [52]
W12X26 [14]
02
12
6
W12X26 [14]
LK
11
W18X40 [31]
6 1/4
.
EX SIM
15
W
6 1/4
02
10
6 1/4
W12X26 [14]
P EE EK 5-09
US
HO
0X W3
S-500
UP
2
8
E
NORTH
20
.
E SIM
16
7]
DN
8
1/4"
9
21
.
EX SIM
'-0
8
W16X26 [16]
.
E SIM
H AS 5-15
TR
ING
4]
W16X26 [19]
'-7
1/4"
GE RA STO 09F 5-
19
7
2A
EX
[1 26 6X W1
C
02
UP
18'-6 1/2"
5
6 1/4
1/4"
E
S-500
B
02
6
x 7'-
3/4"
9H
[1 26 2X W1
W16X26 [16]
02
5.6
0"
3'-
4F
17 12
EX
5.5
EX
"
2'-2
23
23
PARKING CONSULTANT Walker Consultants 2.1Suite 210 6602 E. 75th2St, Indianapolis, 22 IN 46250 Tel: 317-842-6890
0"
B
5F
8D
E
W
W16X26 [16]
LK
1/2"
W12X26 [5]
W16X26 [17]
LK
8
4F
E
8
E
24
LIGHTING DESIGNER Evoke New York, NY 10001 Tel: 212-244-5060
2A
17
5TH FLOOR PLAN - MODULAR STRUCTURE TRANSFER FLOOR + TRUSS DESIGN W16X26 [16]
LK
5.1
LK
5
IR
0" x 7'- y 0" 3'- rd Ke Ha
4
02
Clear Hoistway
4F
E
5F
8D
UN & FO -7E" 5-8'09
E
148'-5 1/2"
3.1
LK
4F
8'-4"
MEP 5-03
3
02
8
Clear Hoistway
127'-9 3/4"
2
LO
4F
3'-0" x 7'-0" 90 Min. F.R. Hard Key
E
R
IDO RR CO 5-16
'-1"
STA
EX
5'-5"
4F
EX
02
P5
3,500 LBS 1,000 FPM
MEP ENGINEER Ventrop ECG, PLLC 369 West 34th Street, 2nd Floor New York, NY 10001 Tel: 212-244-5060
E
G RA STO 18 5-
0" x 7'-F.R. 0" 3'- Min. y 90 rd Ke Ha
5"
5'-
5F
8 P4
3,500 LBS 1,000 FPM
8'-4"
E
LK
4F
109'-9"
E
02
'-4
15
8
4F
OR NIT D JA 09 1/4" -1 7'5-
2M
1/4"
EX
R IDO RR CO 5-16
E
2"
4F
4F
MR
4F
4F
ELEV LOBBY 5-01B 4F
S9
0 LBSM 350 FP L 500
0 1/
EN LIN C 5-09
2"
P6
MRL
2'-8
11
0" x 7'- y 0" 3'- rd Ke Ha
8 5F
D
ST
2M
0 1/
5'-5"
3500 LBS 500 FPM
4F
2"
0 1/
8'-1
STRUCTURAL ENGINEER MURRAY ENGINEERING, PC 307 7th Avenue, Suite 1001 New York, NY 10001 Tel: 212-741-1102
2A
2
'-11
E
E
LE BU STI 5-14
VE
0 LBSM 500 FP 150
EX
GE RA STO 19\ 5-
'-1
5'-5"
P3
3,500 LBS 1,000 FPM
5'-5"
F
2
2M
'-1
MEP 5-03A
VFD
E
2
0" x 7'- y 0" 3'- rd Ke Ha
4F
5F
0" x 7'- y 0" 3'- rd Ke Ha
2
20
E
1/4"
5F
20
3'-0" x 7'-0" 90 Min. F.R. Hard Key
DFV
MEP 5-03
'-6
14
S8
0 LBSM 350 FP L 500
MR
8
27
PIN EE EK 5-09
0" x 7'- y 0" 3'- rd Ke Ha
2
8
8
8D
5F
'-8
3/4"
5'-5"
4F
WAT
4F
8
4F
ER*
HOT
8
Clea
5"
r
Clea
" 8 1/2 7'- r Hoistway
5'-
1" '-1 10 Hoistway
1/2"
E
US
0" x 7'- y 0" 6'- rd Ke Ha
4F
'-4
93 AIRFLOW
2A
0"
G
PIN EE EK 5-09
WAT
8
4F
8
4F
G
HO
4F P7
4000 LBS 500 FPM
4F
LK
'-3
RM IFO B 5-09
HOT
LK
2A
9'-
US
2
LK
8
RR CO 5-07
3/4"
'-8
HO 0" x 7'- y 0" 3'- rd Ke Ha
8
ER*
11
18
2
3A
802
02 LK
EX
E
4F
2A
2A
4F
B
4F
3A
8
LK
5-16
9H
3A
Clear Hoistway
8
4F
LK
02
02 LK
LK
LK
0" x 7'- n pe 0" 6'- ld O F.R. Ho Min. 90
1/2"
'-1
27
8
02
02
02 8
C
EX
8
4F
2A
LK
E
2A
8
02 LK
5F
2A
IR
2
4F
4F
8
4F
STA
ICE OFF A 5-09
7'-10"
8
LK 02 LK
4F
8
E
E
2A
2A
WAT
"
4F
UN 4F
02
G RA STO 12 5-
R IDO
8
LK 02 LK
HOT
5F
2A
0" TRAFFIC ENGINEERING x 7'-F.R. 0" 3'- Min. y 90 rd Ke PROVIDENT DESIGN ENGINEERING Ha 7 Skyline Drive, Hawthorne, NY 10532 Tel: 914-592-4040
4F
ER*
LK
2A
5'-0
2A
LK
02 LK 02 LK
WAT
8 2A
E
G RA STO 21 5-
2A
4F
4F
802
3A
8
3A
8D
EXPOSED STRUCTURAL TRUSSES
02
3'-6" X 5'-0" SIDELIGHT AT ALL B.O.H. OFFICES
3A
4F
8'-0"
0" x 7'- y 0" 6'- rd Ke Ha
4F
3'-0" x 7'-0" 90 Min. F.R. Hard Key
29'-4" 8
LK
LK
02 LK 02
1
0" x 7'- y 0" 3'- rd Ke Ha
0" x 7'- y 0" 3'- rd Ke Ha
4F
02 LK
0" x 7'-F.R. 0" 4'- Min. 90
8
OR RID 5-07
R CO
10
3'-0" x 7'-0" 90 Min. F.R. Hard Key
4F
LK
8
02
LK
LK
LK
5F
4F
KITCHEN 5-08A
6'-0" x 8'-0" RFID
MEP 5-03
1M
4F
4F
3A
3A
LK
LK
ER*
HOT
02
02
02
02 LK
LK
6M
M
4F
ENGINEERING 5-06
4F
02 LK
2A
2A
028
02
2A
IDO RR CO 5-07
3A
12'-6 1/2"
CORRIDOR 5-01
02
3'-0" x 7'-0" 90 Min. F.R. Hard Key
14'-8"
MEP 5-05 4F
02 LK
02 LK
02
ER CK 5-13
1
R
M
3A
8
4F
OFFICE 5-06B
02 LK
LK
LK
4F
8'-0"
02 LK
3/4"
4F
23'-5 1/2"
MEP 5-04
11'-7"
3A
LK
LK
LK
02 8
02 LK
1/2"
0
8
4'-7
14'-8 1/2"
02
02
02
02 LK
02 LK
LK
'-2
20
02
LO
6'-4
4F
LK
02
02 LK
8LK
DN
17'-10 1/4" 4F
802
10
8
3'-6" X 5'-0" SIDELIGHT
AT ALL B.O.H. OFFICES 3'-0" x 8'-0" RFID 27'-1 1/2" 2
4F
3'-0" x 7'-0" 90 Min. F.R. Hard Key
02
LK
42'-2 1/2"
4F
1
02
4F
3'-0" x 7'-0" 90 Min. F.R. Hard Key
8D
E
LK
2
8
3'-0" x 7'-0" Hard Key
4F
4F
02
02
02
LK
CORRIDOR 5-01 4F
3'-0" x 7'-0" 90 Min. F.R. Hard Key
D
02
0" x 7'- y 0" 6'- rd Ke3/4" Ha
3'-0" x 7'-0" Hard Key
EXPOSED STRUCTURAL TRUSSES
02
02
02
02
02
02
8
02 LK
P ME 5-17
LK
LK
S1
STORAGE 5-06A
4F
8
77'-0"
8
D
LK LK
02
LK
VESTIBULE 5-01
8
8 8D
45'-8 3/4"
6'-0" x 8'-0" Glass Door RFID
6'-0" x 8'-0" Glass Door RFID
VESTIBULE 5-01 DN
UP
02
02
LK
LK LK
02
02
02
4'-0" x 7'-0" 90 min. F.R.
2A
D
A
LK LK
LK LK
LK LK
02
02
LK
LK
LK
8
2
LK LK 02
LK LK
02 02 8 LK
02 LK LK
02
02
69'-9"
ER CK 5-11
02
LK
02
LK
8D
02
02 8 LK LK
8 5F
STAIR A
02
02
02
02
02
02
LO
X 02
LK
2A
"
02
02
LK LK
LK LK
LK LK
02
LK
LK
LK LK
02
'-9
27
02
02 LK LK
LK LK
LK LK
02
02
02
02
02
LK 02
6M
A
LK LK
02
02 LK 02
LK LK
LK
LK
028
02
02
LK
LK 02 LK
802
02
02
02
LK LK
02
LK
CAFETERIA 5-08B
4F
LK
LK 02 LK
LK 02
LK LK
02
8
94'-2"
LK 02
02
02
02
02
LK
02
02 LK
02
LK
8LK
LK
LK
4F
02
LK
2A
02
02
02
02 LK LK
2A
LK
02
LK
3'-0" x 7'-0"
B
LK 02
02
02 02
3'-0" x 7'-0"
RESTROOM 5-02B
ENGINEERING 5-06
FITNESS 5-02
1 3AM
C.5
LK
LK
LK
LK
M
RESTROOM 5-02A
4AM
C
02
02
02
3A 8 1
D
02
1M M
3A
02
02
1
11'-4"
LK
6
1
6M
LK
LK
LK
1 LK
6
02
02
02
02
LK
02
LK
6M
M
O RO NS ME 11A 5WO
133'-6 1/2"
A
02
02
M
4A
6M 6
C
02
02
R
IDO RR CO 5-16
2A
T
CIVIL & GEO-TECHNICAL ENGINEER GE RA PENNONI ASSOCIATES STO 20 INC. 524 Commerce Street, Suite 300 0" x 7'-Ke0"y 3'- rd Ha Newark, NJ 07102 OR Tel: 973-265-9740 RID OR
CON
02
LK
1M
AIR
WO 6M
P ME 5-17
RE
O RO NS ME 13A 5-
6M
B
B
2A
1/4"
'-4
93 6M 8 4F
13
E
8
'-2
WAT
5F
17
ER*
HOT
5F
4F
4'-1
5F
G RA STO 22 5-
0" x 7'- y 0" 3'- rd Ke Ha
CON
GENERAL CONTRACTOR OMNIBUILD 213 West 35th Street, 7th Floor New York, NY 10001 Tel: 212-419-1930
-0
" 3/8
14
18' - 0 1/2"
STOP STOP
1
2
3.1 3
4
55.1
5.5 5.6
6
7
8
9
10
11
12
M A T CH L I N E
13.1 13
STOP
MEZZANINE FLOOR STRUCTURAL PLAN 5TH FLOOREMPLOYEE STRUCTURAL PLAN *DRAWING BY STRUCTURAL ENGINEERS 1 S-105A
STOP
STOP
C OM P OS I T E B E A M L E G E N D
1/8" = 1'-0" NOTES: 1. 2. 3. 4. 5.
6 1/4 DENOTES SPAN DIRECTION OF 3"X20GA COMPOSITE METAL DECK WITH 3 1/4" LWT CONCRETE TOPPING (6 1/4" TOTAL). AT SINGLE SPAN CONDITIONS PROVIDE 16GA DECK MINIMUM. TOP OF SLAB (T.O.SLAB) = + 65'-0" (+76.9' NJSPCS NAV 27) (U.O.N) REFER TO S-200 SERIES DRAWINGS FOR GENERAL NOTES, TYPICAL DETAILS AND SECTIONS. COORDINATE STEEL FIREPROOFING REQUIREMENTS WITH ARCHITECT AND DETAILS. COORDINATE OPENINGS IN SLAB WITH ARCHITECT AND M.E.P. DRAWINGS.
DENOTES MOMENT CONNECTION
# OF 3/4" Ø X 4 1/2" HEADED WELDED STUDS. BEAM SIZE V=XX
REQUIRED CAMBER W18X35 [27] C=3/4"
V=XX
FACTORED VERTICAL SHEAR IN KIPS. (SEE NOTES FOR OTHER DEISGNATED LOADS)
(-10") INDICATES T.O. STEEL ELEVATION RELATIVE TO T.O. SLAB (U.O.N.)
07/31/2020
#1
DATE
NO.
GKV Project
HOSPITALITY-COMMERCIAL
100% DD Set REVISIONS
1756-01
BY
DM
EP
'-2
14
B
New York, NY 10001 Tel: 212-680-3500
OF
RO
GENERAL CONTRACTOR OMNIBUILD 213 West 35th Street, 7th Floor New York, NY 10001 Tel: 212-419-1930
1/2"
3/4"
1/4"
'-7
'-9
OO TR ES 27 6-
"
'-8
13
36
30
M
OF
RO
DM
EP
GU
TRAFFIC ENGINEERING PROVIDENT DESIGN ENGINEERING 7 Skyline Drive, Hawthorne, NY 10532 Tel: 914-592-4040
C M
OO TR ES 26 6-
"
'-8
13
A
GU
STRUCTURAL ENGINEER MURRAY ENGINEERING, PC 307 7th Avenue, Suite 1001 New York, NY 10001 Tel: 212-741-1102
M 5'-1
OO TR ES 24 6-
"
'-8
GU
3/4"
13
DM
EP
"
3'-8 6'-4
R
GU
0"
2'-7 1/4"
" '-8 17
" 5'-4
S9
0 LBSM 350 FP L 500
5"
5'-
S VE
4F D 5F
GUESTROOM 6-10
GUESTROOM 6-12
ICE 6-31 8'-7 1/2"
GUESTROOM 6-14
" 5'-4
4F
4F
17'-0 1/4"
6'-1"
6'-5"
18'-4 3/4"
DX
7'-8"
9'-9"
6'-4"
5'-5"
19
13
IGN ES S R D TAIL LA DU DE MO TION C R TONNE FE RE R CO FO
4F 8
6'-8"
P6
P3
3500 LBS 500 FPM
3,500 LBS 1,000 FPM
8'-10"
5'-5"
MRL
Clear Hoistway
6'-8"
8'-10"
Clear Hoistway
E
GUESTROOM 6-11
GUESTROOM 6-13
5'-5"
4'-6 4F
13'-8"
13'-8"
13'-8"
13'-8"
13'-8"
B
M.
3/4"
M
4F 8
B
13'-8"
8
B
CURTAIN WALL, CONVENTIONAL CONSTRUCTION
F 14'-2 1/2"
Clear Hoistway
10'-10 3/4"
5F
5F
8'-11 3/4"
12
M.4 M.5
M.6
M.7
M.8
M.9
M.10 5.4
12
M.3
DCA STAMP
EXTERIOR METAL PANEL FACADE, FROZEN TITANIUM COLOR OPTION
13
M
THE BEYOND HOTEL
B B.1
M.
37'-8" LOUVER WALL FOR VENTILATION
M.2
.13
8
B
13'-8"
A
8'-4"
3'-0" x 7'-0" 90 Min. F.R. Hard Key
8'-4" Clear Hoistway
14
B
5'-5"
4F
8
BH
STOP
15
18'-0" 6'-8"
P5
3,500 LBS 1,000 FPM
8'-10"
P4
3,500 LBS 1,000 FPM
GUESTROOM 6-15
REFER TO MODULAR DESIGN FOR CONNECTION DETAILS
STOP
M.
"
'-8
13
Clear Hoistway
6'-8"
29'-6 1/2"
GUESTROOM 6-09
MEP 6-30 26'-9 3/4"
18'-0" 8'-10"
ELEV LOBBY 6-28B
Clear Hoistway
30'-9 1/4"
36'-7"
GUESTROOM 6-07
STOP
"
GUESTROOM 6-05
STOP STOP
16
M.
"
'-8
13
2'-6
GUESTROOM 6-03
17
M.
BH
8'-0"
GUESTROOM 6-01
13
GU 8
4F
"
'-8
O TR ES 17 6-
5F
5'-5"
"
4F
OM
BH
STOP
STOP
'-8
O TR ES 19 6-
GU
BH
P7
4000 LBS 500 FPM
D
STOP
"
Clear Hoistway
CORRIDOR 6-28
CORRIDOR 6-28
5'-4"
6'-4"
DECORATIVE METAL WALL PANELS REFER TO MODULAR DESIGN 119'-1 3/4"
6'-0 3/4"
6'-4"
6'-0 3/4"
CORRIDOR 6-28
5'-4"
6'-4"
6'-0 3/4"
5'-4"
5'-1 3/4"
6'-4"
5'-10"
8
NORTH
20
'-8
13
GU
OM
M.1
3/4"
17'-0 1/4"
5F
8D
'-8
31
Clear Hoistway
4'-0" x 7'-0" 90 min. F.R.
10 1/2"
21
DX
D
"
3'-5 1/2"
8 7'-10"
4F
DX
M
OO TR ES 21 6-
"
4'-10"
2"
5'-4
5F
0 1/
'-1
10
4F 2
STAIR A
D
2'-6
5'-6"
5F
IGN ES S R D TAIL LA DU DE MO TION C R TONNE FE RE R CO FO
E GU
9H
"
2
BH
5F
9H
M OO STR 6-23
"
IDO RR CO 6-28
3'-0" x 7'-0" 90 Min. F.R. Hard Key
3'-1
R
6'-4
C.5
5F
5F
8
5'-9 1/2"
5F
4'-0" x 7'-0" Barn Door Hold Open
4"
D 3/
'-11
10
9H
M OO STR 6-25
E GU
UP 5F
10
5F
8'-0"
GUESTROOM 6-08
3/4"
26'-11 3/4"
GUESTROOM 6-06
4F
3/4"
DN
10
GUESTROOM 6-04
2"
0 1/
'-1
5'-2
GUESTROOM 6-02
2"
0 1/
'-1
6'-0
32'-10 1/2"
GE RA STO 29A 6-
"
BH
1/4"
9'-4
REFER TO MODULAR DESIGN FOR WALL CONNECTION DETAILS
EXTERIOR METAL PANEL FACADE, FROZEN TITANIUM COLOR OPTION
E
'-11"
16
BH
A 4F
9'-2
"
6'-4
3/4"
11'-5 1/2"
0" x 7'-F.R. 0" 3'- Min. 90 RFID
AT THE AMERICAN DREAM MALL EAST RUTHERFORD, NEW JERSEY 8/11/20 2. ISSUED FOR DESIGN DEVELOPMENT REVISION 1
.11
7/31/20
6TH FLOOR PLAN - MODULAR STRUCTURE DESIGN, CONVENTIONAL CONSTRUCTION AT CORES
1.
ARCHITECT:
Gerner Kronick + Valcarcel Architects, DPC 675 3rd Avenue, 16th Floor New York, NY 10017 Tel: 212-679-6362
L OW RO OF AT 6TH FL O OR
INTERIOR DESIGNER STUDIO GAIA 245 West 29th Street, 5th Floor New York, NY 10001 Tel: 212-680-3500
SHS150X100X9 FRAMING @ BATHROOM FLOOR, TYP. CS150X50X2 INFILL JOISTS @ BATHROOM FLOOR, TYP.
SHS200X100X9 FRAMING @ INTERIOR OF MOD, TYP.
CS200X50X2 INFILL JOISTS, TYP. W6X8.5
.5 X8 W6
DN
W6X8.5
UP
W8X40 W6X12
W6X12
DN
W6X8.5
W6X20
UP
.5 X8 W6
W6X8.5 13'
W6X8.5
W6X8.5
W6X15
LINK BM1
D RHS200X100X9 POSTS @ WALL OF INTERIOR HALLWAY, TYP.
13'
13'
W6X8.5
W12X30
W12X30
13'
13'
W6X25
W6X8.5
W6X8.5
W6X8.5
W6X8.5
W6X8.5
W8X10
F
Sheet No:
GENERAL CONTRACTOR OMNIBUILD 213 West 35th Street, 7th Floor New York, NY 10001 Tel: 212-419-1930
"
"
"
-8
"
STRUCTURAL ENGINEER MURRAY ENGINEERING, PC 307 7th Avenue, Suite 1001 New York, NY 10001 Tel: 212-741-1102 MEP ENGINEER Ventrop ECG, PLLC 369 West 34th Street, 2nd Floor New York, NY 10001 Tel: 212-244-5060
-8
"
M.13
LINK BM1
RHS150X100X9 POSTS @ MAX 2'-0" SPACING ALONG EACH MOD WALL, TYP.
A-105A.00
M.14
W6X25
W6X8.5
-8
M.15
0 X1 W8
W6X8.5
-8
M.16
W6X8.5
W6X8.5
E
-8
M.17
.5 X8 W6
W6X12
W6X12
Drawing No:
TRAFFIC ENGINEERING PROVIDENT DESIGN ENGINEERING 7 Skyline Drive, Hawthorne, NY 10532 Tel: 914-592-4040
W6X8.5 W6X25
GUESTROOM FLOOR 6 CONSTRUCTION PLAN
CIVIL & GEO-TECHNICAL ENGINEER PENNONI ASSOCIATES INC. 24 Commerce Street, Suite 300 Newark, NJ 07102 Tel: 973-265-9740
W8X67
C.5
1756-01
GENERAL CONTRACTOR SKYSTONE 10 East 33rd Street, 4th Floor New York, NY 10016 Tel: 212-779-1527
8" CONCRETE SLAB. PROVIDE #5 BARS @ 12" O.C. T&B, E.W. X9 W6
W6X8.5
C
E 0 X1 W8
C200 @ INSIDE FACE OF MOD TO BE BOLTED TO CORRESPONDING MEMBER OF MOD OPPOSITE, TYP.
W6X9
RHS200X200X9 FRAMING @ OUTSIDE FACE OF MOD, TYP.
BY
Scale 1/8"=1'-0" Seal
A
SHS200X100X9 LONG FRAMING @ EACH SIDE OF MOD, TYP.
GKV
REVISIONS
Drawing Title:
OWNER BEARS CREEK MEADOWLANDS 1965 Waddle Road State College, PA 16803 Tel: 814-234-4460
D
L OW RO OF AT 6TH FL O OR
GKV
ISSUED FOR DESIGN DEVELOPMENT
OWNER NO. CHAFIA CAPITAL PARTNERS DATE 98 Frelinghuysen Avenue Newark, NJ 07114 GKV Project Tel: 862-240-1622
C.1
MATCH LINE
B
23
PARKING CONSULTANT Walker Consultants 2.1Suite 210 6602 E. 75th2St, Indianapolis, 22 IN 46250 Tel: 317-842-6890
5F 8
UP
24
LIGHTING DESIGNER Evoke New York, NY 10001 Tel: 212-244-5060
EL M AN IU L P TAN ETA N TI R M OZE RIO FR ON TE E, EX CAD OPTI FA LOR CO
MR
ULE TIB 6-29
B
6'-0
2'-10 1/2"
IDO RR CO 6-28
1/4"
4F
1/2"
4'-5
10
GU
r Hois
R
M
OO TR ES 16 6-
8
MEP 6-32
4F
'-8
10 BH
B
IR
STA
9" 8'- tway
13'-8"
DN
Clea
13'-8"
2"
0 1/
'-1
2"
0 1/
8'-1
32
13'-8"
'-1
13'-8"
17
13'-8"
DX
MR
8" 6'-
13'-8"
DX
8" 6'-
GU
5F
MEP ENGINEER Ventrop ECG, PLLC 369 West 34th Street, 2nd Floor New York, NY 10001 Tel: 212-244-5060
9" 8'- tway
"
6'-4
DX
DX
0" x 7'-F.R. 0" 4'- Min. 90
M
OO TR ES 18 6-
1/2"
B
13'-8"
C
8D
3/4"
'-4
10
S8
0 LBSM 350 FP L 500
0" x 7'-F.R. 0" 4'- Min. 90
GU
REFER TO MODULAR DESIGN FOR CONNECTION DETAILS 15'-4 1/2" 12'-10 3/4"
5"
5'-
" 0"n x 7'0" -0 pe 6'- 6'ld O F.R. Ho Min. 90 RFID
0" 5'-1
TR ES 20 6-
"
'-8
13
6'-0
B
M OO
"
r Hois
Clea
8D
r Hois Clea
10
IDO RR CO 6-28
2"
0 1/
'-1
OF
RO
8 7'-8 1/2tway
"
M
OO TR ES 22 6-
"
'-8
13
OF
RO
CIVIL & GEO-TECHNICAL ENGINEER PENNONI ASSOCIATES INC. 24 Commerce Street, Suite 300 Newark, NJ 07102 Tel: 973-265-9740
"
'-8
13
DM
EP
GENERAL CONTRACTOR SKYSTONE 10 East 33rd Street, 4th Floor New York, NY 10016 Tel: 212-779-1527
13'
-8
NORTH
"
M.12
W8X10 13'
-8
STOP
"
M.11
STOP
STOP
RHS200X100X9 POSTS @ OUTSIDE FACING END OF MOD, TYP.
M.10 13' - 8"
13' - 8"
13' - 8"
13' - 8"
13' - 8"
13' - 8"
13' - 8"
13' - 8"
4 9/16"
12' - 6 3/4"
5' - 3 1/2"
10 M.1
M.2
M.3
M.4
M.5
M.6
M.7
M.8
18' - 0 1/2"
11
M.9
13.1 13
STOP STOP
12 STOP
STOP
STOP
9.2
6TH FLOORTYPICAL STRUCTURAL PLAN *DRAWING BY STRUCTURAL ENGINEERS MOD FLOOR 6TH-11TH 1 S-107A
1/8" = 1'-0"
HOSPITALITY-COMMERCIAL 07/31/2020
RETRACTABLE ROOFS OVER ROOFTOP BAR OUTDOOR SEATING. SEE PLANS FOR DIMENSIONS
DCA STAMP
THE BEYOND HOTEL
UNFOLD LINE
29
303'-0"
(+314.9')
(+314.9')
26
25
24
23
22
21
20
19
18
17
16
15
12
11
10
9
8
7
6
5
4
3.1
3
2
1
8'-0"
303'-0"
27
Roof (+306.9')
15'-0"
295'-0"
FAUX BENT METAL ALUMINUM COLUMN AT BUILDING FACADE
26th Floor
300 PATERSON PLANK ROAD EAST RUTHERFORD , NJ 07073
OWNER BEARS CREEK MEADOWLANDS 98 Frelinghuysen Avenue Newark, NJ 07114 Tel: 862-240-1622 ARCHITECT:
(+291.9') 12'-0"
280'-0"
AT THE AMERICAN DREAM MALL
ONE FLOOR CURTAINWALL WITH INTERAGRAL GLASS PARAPET WALL
Bulkhead/Overrun Top of Roof
28
25th Floor (+279.9') 10'-0"
268'-0"
FROZEN TITANUM METAL PANELS @ ALL VERTICAL TOWERS
24th Floor (+269.9') 10'-0"
258'-0"
23th Floor (+259.9') 10'-0"
248'-0"
MODULE UNITS & MONDRIAN PATTERN BY OTHERS
22th Floor (+249.9')
21th Floor (+239.9') 10'-0"
228'-0"
20th Floor (+229.9') 10'-0"
218'-0"
19th Floor (+219.9')
FAUX BENT METAL ALUMINUM BEAMS AT BUILDING FACADE
10'-0"
208'-0"
10'-0"
(+209.9')
17th Floor (+199.9') 10'-0"
188'-0"
TRAFFIC ENGINEERING PROVIDENT DESIGN ENGINEERING 7 Skyline Drive, Hawthorne, NY 10532 Tel: 914-592-4040
16th Floor (+189.9') 10'-0"
178'-0"
15th Floor (+179.9')
STRUCTURAL ENGINEER MURRAY ENGINEERING, PC 307 7th Avenue, Suite 1001 New York, NY 10001 Tel: 212-741-1102
10'-0"
168'-0"
14th Floor (+169.9') 10'-0"
303'-0"
158'-0"
13th Floor
MEP ENGINEER Ventrop ECG, PLLC 369 West 34th Street, 2nd Floor New York, NY 10001 Tel: 212-244-5060
(+159.9') 10'-0"
148'-0"
12th Floor (+149.9') 10'-0"
138'-0"
LIGHTING DESIGNER Evoke New York, NY 10001 Tel: 212-244-5060
11th Floor (+139.9') 10'-0"
128'-0"
10th Floor (+129.9')
PARKING CONSULTANT Walker Consultants 6602 E. 75th St, Suite 210 Indianapolis, IN 46250 Tel: 317-842-6890
10'-0"
118'-0"
9th Floor (+119.9') 10'-0"
108'-0"
GENERAL CONTRACTOR SKYSTONE 10 East 33rd Street, 4th Floor New York, NY 10016 Tel: 212-779-1527 CIVIL & GEO-TECHNICAL ENGINEER PENNONI ASSOCIATES INC. 24 Commerce Street, Suite 300 Newark, NJ 07102 Tel: 973-265-9740
18th Floor 198'-0"
INTERIOR DESIGNER STUDIO GAIA 245 West 29th Street, 5th Floor New York, NY 10001 Tel: 212-680-3500 GENERAL CONTRACTOR OMNIBUILD 213 West 35th Street, 7th Floor New York, NY 10001 Tel: 212-419-1930
10'-0"
238'-0"
Gerner Kronick + Valcarcel Architects, DPC 675 3rd Avenue, 16th Floor New York, NY 10017 Tel: 212-679-6362
8th Floor (+109.9') 10'-0"
98'-0"
7th Floor (+99.9')
FAUX BENT METAL ALUMINUM BEAMS AT BUILDING FACADE SERVING AS PARAPET WALL FOR PODIUM FLOORS
10'-0"
88'-0"
NORTH
6th Floor (+89.9') 13'-0"
78'-0"
5th Floor Employee Mezzanine (+76.9') 16'-0"
65'-0"
4th Floor Meeting Room (+60.9') 16'-0"
49'-0"
FOUR STORY CURTAINWALL W/ MONDRIAN PATTERN EXTRUSIONS. SEE ARCH SHEET A/740 FOR DETAILS FAUX BENT METAL ALUMINUM COLUMN AT BUILDING FACADE INTERGRATED INTO CURTAINWALL SYSTEM
STOP
STOP
STOP
ADJACENT PARKING GARAGE TO REMAIN
3rd Floor Ballroom 33'-0"
(+44.9') STOP
16'-0"
STOP
STOP
2nd Floor Lobby (+28.9')
Ground Floor Ground Plane 0'-0"
0'-0"
17'-0"
17'-0"
STOP
STOP
REFER TO ARCH SHEET A/720 FOR ENTRY PAVILION AND GROUND FLOOR DESIGN
(+11.9')
(+11.9')
WEST ELEVATION
07/31/20
1.
ISSUED FOR DESIGN DEVELOPMENT
GKV
DATE
NO.
REVISIONS
BY
GKV Project
1756-01
Drawing Title:
WEST ELEVATION Scale
1/16"=1'-0"
Drawing No:
Seal
A-602.00 HOSPITALITY-COMMERCIAL Sheet No:
16 DUPONT STREET BROOKLYN WATERFRONT RESIDENTIAL TOWER Brooklyn, New York 453,000 SF / 41 Stories Base Building Market Rate and Inclusionary Housing, 381 Apartments Ground Floor Commercial Project Tasks: Floor Plans, RCPs, Building Elevations, Interior Elevations, 3D Modeling, Facade Design, Rendering, BIM Consultant Coordination Phase: 100% CDs Complete, Under Construction
RESIDENTIAL
RESIDENTIAL
GROUND FLOOR PLAN RESIDENTIAL
3RD FLOOR PLAN RESIDENTIAL
5TH FLOOR PLAN RESIDENTIAL
5TH FLOOR REFLECTED CEILING PLAN RESIDENTIAL
10'-6 7/8"
6'-11 5/8"
10'-7"
6'-11 5/8"
8 7
EQ.
C L S.P. S.P.
14'-8"
EQ.
4'-2"
6'-0"
EQ.
EQ.
T-06
T-06
T-06
T-06
EQ-07
C L
26
6 25
A-901 23
29
A-901 27
6
1 24
5
3"
4'-2"
EQ.
F.D.
10"
22
S.P. S.P.
T-05
EQ-02
6'-5 1/4"
MEN'S LOCKER
T-05
PET SPA ELEVATION NORTH
2
PET SPA ELEVATION EAST
3
Scale: 1/2" = 1'-0"
28
PF-02
EQ-02
EQ-07 4'-10"
EQ-07
10"
EQ-07
EQ.
EQ-07
6
5'-0" CLEAR
6
EQ-07
STORAGE CABINET
PT-10
PT-10 EQ-07
6
9'-0"
9'-0"
9'-0"
STORAGE CABINET
PET SPA ELEVATION SOUTH
4
Scale: 1/2" = 1'-0"
5
Scale: 1/2" = 1'-0"
18'-8 1/4"
10'-2 7/8"
PET SPA ELEVATION WEST Scale: 1/2" = 1'-0"
1'-11 3/8"
S.P. S.P. C L
8
EQ-07
EQ.
3
S.P. S.P. C L
3 EQ-02
T-01
EQ.
6
C L
3
A-900
5
F.D. SPA PET
30"X48" C.F.S.
S.P. S.P.
EQ-02
2
4
STORAGE CABINET
EQ.
1'-3"
26
PROPERTY MANAGER'S OFFICE
PT-09
PF-14
9'-0" EQ-05
3'-9 1/2"
T-11
4" CONCRETE PLATFORM
EQ-05
TROUGH DRAIN 3"
2'-3" MIN.
EQ-05
Scale: 1/2" = 1'-0"
LAUNDRY ROOM ELEVATION WEST Scale: 1/2" = 1'-0"
15'-5"
8'-0"
15'-5"
8"
18'-8 1/4" COORIDOR
EQ.
C L S.P. S.P.
8
PT-09
PT-09
PT-09
PT-09
9'-0"
8"
EQ.
9
8'-0"
8"
EQ.
LAUNDRY ROOM ELEVATION SOUTH
EQ.
S.P. S.P. C L
8"
8
2'-2 1/4"
8"
EQ.
PF-14
PT-10
6
SUPER'S OFFICE
14
T-02
A-900
7
S.P. S.P.
EQ.
9
8
C L
T-09
EQ-05
F.D. 30"X48" C.F.S.
LAUNDRY ROOM EQ-05
EQ-05
EQ-06
TYP.
TYP.
CL
TROUGH DRAIN
DRYER
DRYER
WB-01
WB-01
WB-01
WB-01
10
P. MANAGER'SOFFICE ELEVATION NORTH Scale: 1/2" = 1'-0"
11
P. MANAGER'S OFFICE ELEVATION EAST
12
Scale: 1/2" = 1'-0"
13'-5 1/8"
9'-1 1/2"
PT-09
PT-09
P. MANAGER'S OFFICE ELEVATION SOUTH Scale: 1/2" = 1'-0"
P. MANAGER'S OFFICE ELEVATION WEST
13
Scale: 1/2" = 1'-0"
13'-5 1/8"
9'-1 1/2"
EQ-06 2'-3"
WASHER WASHER WASHER
8
EQ-06
2'-3"
CONCRETE CURB
EQ.
30"X48" C.F.S.
EQ.
30"X48" C.F.S.
5'-0" CLEAR
30"X48" C.F.S.
4
16
S.P. S.P.
12'-3 1/2"
CORRIDOR
C L
17
10"
8A
CORRIDOR
FOLDING TABLES PROVIDED BY OWNERSHIP
EQ.
FOLDING TABLES PROVIDED BY OWNERSHIP PF-13
12'-3 1/2"
8
15 A-900
8" MIN.
11" MIN. 6" MIN.
6 8
KNEE CLEARANCE
EQ-06
2'-4 3/4"
2'-10" MAX A.F.F.
EQ-06
4"
EQ-06
EQ-05 2'-4 5/8"
SW-4 23'-1 3/4"
S.P. S.P. C L
4" CONCRETE PLATFORM
3'-1 3/4"
19
EQ.
6
6
PF-13
4"
A-901
8
C L S.P. S.P.
LAUNDRY ROOM ELEVATION EAST
12'-2 1/4"
3'-3 1/4"
18 21
20
EQ.
1'-11 3/8"
Scale: 1/2" = 1'-0"
9'-11 1/2"
8
T-05
13'-5 1/4" COORIDOR
7
Scale: 1/2" = 1'-0"
5" 6
STAFF LOUNGE
8"
LAUNDRY ROOM ELEVATION NORTH
8'-8 3/4"
OPERABLE FUNCTIONS
S.P. S.P.
S.P. S.P. C L
3
6
EQ.
C L
6
5"
T-11
PT-09
A-900 11 12
EQ-06
2'-5" T-11
EQ.
13
6
C L
S.P. S.P.
15'-5"
8 10
7'-3 3/4"
CORRIDOR
T-09
8
9'-0"
9'-0"
1
D/W
4" CONCRETE PLATFORM
10"
S.P. S.P. C L
CLOSET
3"
1'-2"
32
EQ.
KNEE CLEARANCE
EQ.
CORRIDOR
8"
PT-10
4'-0" MAX A.F.F. TO ALL
EQ.
PT-09
10'-1 3/4"
EQ.
EQ.
WOMEN'S LOCKER
A-901 31
3'-9 1/2"
36 33
2'-3" MIN.
30
6
PT-09
PF-13
8
2'-10" MAX A.F.F.
A-901 35
37
5'-0" CLEAR
8'-0"
PF-14
C L
F.D.
8
CORRIDOR
34
T-05
T-05
8"
EQ-07
EQ.
6'-6 1/2"
EQ.
EQ.
6
EQ. 1
S.P. S.P.
6 EQ.
EQ-07
7'-0 1/4"
PF-02
CONCRETE CURB
DRYER
6
PT-09
PT-09
8
25
9'-0"
8"
8"
F.D.
PT-10
PT-10
8
8 CELLAR ENGLARGED BACK OF HOUSE PLAN WB-01
WB-01
WB-01
WB-01
10"
Scale: 1/2" = 1'-0"
10"
1
GENERAL NOTES: 1. FOR PANTRY TYPES, SEE DRAWING A-801.00 2.FOR DOOR TYPES, SEE DRAWING A-805.00
14
SUPER'S OFFICE ELEVATION NORTH
15
Scale: 1/2" = 1'-0"
SUPER'S OFFICE ELEVATION EAST Scale: 1/2" = 1'-0"
16
SUPER'S OFFICE ELEVATION SOUTH
Seal:
KEY PLAN
OWNER GREENPOINT LANDING LOT 6 LLC 1271 Avenue of the Americas New York, NY 10020 Tel: 212-282-2000
CIVIL + GEOTECHNICAL ENGINEER LANGAN 360 West 31st Street, 8th Floor New York, NY 10001 Tel: 212-479-5400
STRUCTURAL ENGINEER WSP 250 W 34th Street, 2nd Floor New York, NY 10119 Tel: 212-687-9888
MEP ENGINEER COSENTINI ASSOCIATES 498 7th Avenue, 15th Floor New York, NY 10018 Tel: 212-615-3996
ENLARGED BACK OF HOUSE PLANS AND INTERIOR ELEVATIONS 16 Dupont Street Brooklyn, New York 11222
INTERIOR DESIGNER WORKSTEAD 232 Third Street E102 Brooklyn, NY 11215 Tel: 347-618-6096
CONSTRUCTION MANAGER MONADNOCK 155 3rd Street Brooklyn, NY 11231 Tel: 718-802-1109
BUILDING CODE CONSULTANT VITACCO 299 Broadway, 5th Floor New York, NY 10007 Tel: 212-791-4578
ELEVATOR CONSULTANT VDA 11220 Elm Lane, Suite 200 Charlotte, NC 28277 Tel: 704-994-8446
BUILDING ENVELOPE CONSULTANT FRANK SETA ASSOCIATES LLC 35 W 35th Street New York, NY 10001 Tel: 212-465-1600 PARKING CONSULTANT PHILIP HABIB & ASSOCIATES 102 Madison Avenue, 11th Floor New York, NY 10016 Tel: 212-929-5656
DUPONT STREET
LIGHTING DESIGNER VENTRESCA 44-02 Eleventh St Suite 203 Long Island City, NY 11101 Tel: 212-600-0033
SUPER'S OFFICE ELEVATION WEST Scale: 1/2" = 1'-0"
Drawing No: A-900
BLK: 2494 LOT: 6
CELLAR ENLARGED BACK OF HOUSE PLANS
Drawing Title: AND ELEVATIONS (1/2) Scale:
1/2" = 1'-0"
LOT 20
WEST STREET
GREENPOINT LANDING
ARCHITECT GERNER KRONICK + VALCARCEL ARCHITECTS, DPC 675 Third Avenue, 16th Floor New York, NY 10017 Tel: 212-679-6362
17
Scale: 1/2" = 1'-0"
Sheet No: 3.
100% CD ISSUE
07/15/22
2.
80% CD ISSUE
06/15/22
1.
50% CD ISSUE
REVISION NO.
ISSUE
Drawing By:
04/29/22
LOT 1
BY
DATE
GKV Project:
1991-01
RESIDENTIAL
COMMUNITY FACILITY + COMMERCIAL USE Location: Queens, New York Square Footage: 142,000 SF Type: Renovation and Addition Use: Community Facility, Commercial Project Tasks: Zoning Study, Concept Design, Facade Design, 3D Modeling, Rendering
COMMUNITY FACILITY-COMMERCIAL
COMMUNITY FACILITY + COMMERCIAL USE Location: Queens, New York Square Footage: 180,000 SF Type: Base Building Use: Community Facility (Healthcare), Commercial; Option for Residential Project Tasks: Zoning Studies, 3D Modeling, Test Fits, Rendering, Marketing Plans
COMMUNITY FACILITY-COMMERCIAL
COMMUNITY FACILITY-COMMERCIAL
DALE DESIGN FOR THE AGING
HOUSING HOUSING HOUSIN HOUSING Co-Housing | Independent
CHILDHOOD 1ST AGE
YOUNG ADULT TRANSITION
ADULTHOOD 2ND AGE
1 LEVEL RANCH STYLE 2 BEDROOM 4 PERSONS
1 LEVEL DORMITORY SHARED STUDIO CENTER BATH 4 PERSONS
1 LEVEL W/ BASEMENT COLONIAL STYLE 5 BEDROOM
NUCLEAR FAMILY 2ND AGE
55+ THIRD AGE
2 LEVELS BUILT 1960 5 BEDROOMS 4 CAR GARAGE YARD
PRIVATE PUBLIC COMMUNITY 100 SQ. FT.
SECOND LEVEL ONLY 10 MAXMINUM RESIDENTS 7, 400 SQ. FT. TOTAL GROUND LEVEL COMMERCIAL SPACE 5 APARTMENTS 540-810 SQ, FT, UNITS SHARED AMENITIES: GARDEN SHARED COMMON ROOM ADDITIONAL DAILY ASSISTANCE SECURED PERIMETER DOWEL LAMINATED TIMBER PANEL TOLERANCE: 12X60’ EXPOSED GLULAM BEAMS
5 LEVELS 67,000 SQ. FT. TOTAL GROUND LEVEL COMMUNITY POOL SHARED AMENITIES: FRONT YARD 36 1 BEDROOM /FLEX 1 BEDROOM UNITS 800-1000 SQ. FT. UNITS DOWEL LAMINATED TIMBER PANEL TOLERANCE: 12X60’ EXPOSED GLULAM BEAMS
PRIVATE PUBLIC COMMUNITY
ACADEMIC RESEARCH: DESIGN FOR THE AGING
1
4
2
5
HEALTH ARTS FITNESS COMMUNITY
ACADEMIC RESEARCH: DESIGN FOR THE AGING
CO-HOUSING FLOOR PLAN
INDEPENDENT LIVING
CO-LIVING
ACADEMIC RESEARCH: DESIGN FOR THE AGING
DESIGN FOR THE AGING: PUBLIC THE RIGHT TOTHE PARTICIPATE RIGHT TO PARTICIPATE
Progressive architectural and design solutions in America for those with Dementia-Alzheimer’s DROOM 0” x 11’4” Disease are absent and in America. Progressive architectural design solutions in America for those with Dementia-Alzheimer’s M 4” Tenants within America. Alzheimer’s disease may lease Disease are absent Memory Care senior living units, often part of an living facility. Despite the joint Tenantsassisted with Alzheimer’s disease may lease operation, Memory Care often is part alienated Memory Care senior living units, of an from areas Despite citing security concerns. assistedshared livingsocialfacility. the joint Individual personal tenant isfrom minimal, operation, Memory Carespace is per alienated detrimental a demographic who likely sharedparticularly social areas citing forsecurity concerns. BEDROOM BEDROOM 10’0” x 11’4” owned and9’11” occupied in the past. Individual personal space per tenant minimal, x 11’4”single Alternate B (ADA)/ Alternate C family ishomes particularly detrimental for a demographic who likely BEDROOM BEDROOM 10’0” x 11’4” A single occupancy memory unit in owned and occupied single family homes in care the past. 9’11” x 11’4” C H Alternate B (ADA)/ Alternate CL. Florida, may be less than 150 square feet. Spatially, the unit memory fits a full care size mattress, A single occupancy unit in petite CL. andless wheelchair. Florida,nightstand may be than 150 square feet. CL. Spatially, the unit fits a full size mattress, petite Memory care communal spaces typically nightstand and wheelchair. CL. BEDROOM offer multi-purpose rooms with programmatic BEDROOM 10’0” x 11’4” 9’11” x deficiency 11’4” care andcommunal little engagement. Cognitively impaired Memory spaces typically BEDROOM struggle BATH with recollection, offer users multi-purpose roomsfactual with memory programmatic BEDROOM 10’0” x 11’4” 9’11” x deficiency 11’4” initiating motion, emotional capacity, socialization, and little engagement. Cognitively impaired CL. BATH judgement. users and struggle with BATHfactual memory recollection, initiating motion, emotional capacity, socialization, CL. BATH Isolation and CL. drastic changes in lifestyle and and judgement. environment are not only counterproductive, but debilitating. Isolation and CL. drastic changes in lifestyle and environment are not only counterproductive, but debilitating.
USER
AN AGE AND ABILITY INCLUSIVE MARKETPLACE
MEDICAL DIRECTOR NURSING STAFF CHARGE NURSE NURSING STAFF
RETAIL WING MENTAL HEALTH THERAPISTS PHYSICAL THERAPISTS OCCUPATIONAL THERAPISTS CAREGIVING DIVISION ADULT STAFF YOUTH STAFF ADULT VOLUNTEER YOUTH VOLUNTEER
STAFF
SHIFT MANAGER
STAFF
MEDICAL WING SECURITY STAFF
MAINTENANCE WING STORE MANAGER
STORE MANAGER SITE MANAGER
REGIONAL MANAGER
OFF-SITE COORDINATION JANITORIAL (SHARED SPACES)
LANDSCAPING STAFFING COORDINATOR MAINTENANCE COORDINATIOR
MANAGERIAL WEB
BATH
BATH
BATH BATH
ACADEMIC RESEARCH: DESIGN FOR THE AGING-PUBLIC
8500 WELLNESS SQ. FT. WALK-IN CLINIC, PERIMETER EMERGENCY ENTRANCE/EXIT, COMMUNITY FITNESS, REST AREA
5500 SERVICE
SQ. FT. BARBER, DAY SPA, NAIL SALON, HAIR SALON, BLOW OUT BAR
8000 THEATRE SQ. FT. MULTIPURPOSE END STAGE THEATRE
5000
CLOISTER
6000
DINING
SQ. FT. GARDEN PATHS, SEATING, WATER FEATURE
SQ. FT. RESTAURANTS, SPORTS BAR, WINE BAR, COFFEE SHOP COMMERCIAL CIVIC MAIN CIRCULATION
10,500
SQ. FT.
GROCERY
AUTOMATIC PAYMENT KIOSKS, ACCESS TO LOADING DOCK
SECURITY PATH SECONDARY STREET
9000
SQ. FT.
RETAIL
BIG BOX RETAILER, BOUTIQUE
ACADEMIC RESEARCH: DESIGN FOR THE AGING-PUBLIC
RESPONSIVE ARCHITECTURE: NOISE POLLUTION AT TRINITY CHURCH
AUTOMOBILE ENGINE
0:30:45
HERTZ (hZ) SENSOR 0:30:50
DRILLING/CONSTRUCTION 0:30:55 SPOKEN WORD
0:30:55
+
SIREN 1
AUTOMOBILE BEEPING
ARDUINO
0:17:45 0:17:50 0:17:55 0:18:00 HERTZ (hZ) SENSOR
+ ARDUINO
ACADEMIC RESEARCH: NOISE POLLUTION
ACADEMIC RESEARCH: NOISE POLLUTION