CANAL STREET HOTEL 386 CANAL STREET NEW YORK, NY 10013
Cramer Brophy Tsinis Architects The Bernard and Anne Spitzer School of Architecture 141 Convent Avenue New York, NY 10031 Design Critic: Martin Sitgsgaard
CBT architects
1 A-001
SHEET LIST
A-001.00
2 A-001
3 A-001
SYMBOLS
TITLE SHEET & GENERAL NOTES
A-002.00
ZONING ANALYSIS
D-101.00
DEMOLITION PLAN
A-101.00
SITE PLAN
A-102.00
CELLAR & GROUND FLOOR PLAN
A-103.00
2ND & 3RD FLOOR PLANS
A-104.00
4TH & 5TH FLOOR PLANS
A-105.00
6TH & 7TH FLOOR PLANS
A-106.00
8TH & ROOF FLOOR PLANS
A-107.00
GROUND FLOOR/TYPICAL ROOM FLOOR RCP
A-201.00
WEST BROADWAY ELEVATION
A-202.00
CANAL ST ELEVATION
A-203.00
CANAL ST CORNER ELEVATION
A-204.00
6TH AVE ELEVATION
A-205.00
ADA REQUIREMENTS & LOCAL LAW DIAGRAMS
ELEVATION MARKER
A
A-30 .00
6TH AVENUE SECTION
CANAL STREET HOTEL
STRUCTURAL COLUMN GRID
386 Canal Street New York, NY 10013
FINISHED FLOOR ELEVATION MARKER
Client Representative: Bernard & Anne Spitzer School of Architecture 141 Convent Avenue New York, NY 10031 Contact: Martin Stisgaard
EXTERIOR ELEVATION MARKER Project Team DOOR TAG
DIMENSION LINE
DETAIL DRAWING CALL OUT
1 A-401
Architects Ryan Cramer Patrick Brophy Lubov Tsinis Structural Consultants Ciro Cuono Dominick Pilla Sustainability Consultant Ahu Aydogan Zoning Consultant Brian Gillen
3 A-401
WEST BROADWAY SECTION
SECTION CUT LINE
ROOM LABEL & TAG
SOUTH CORNER ELEVATION
A-30 .00
CBT architects Cramer Brophy Tsinis Architects 141 Convent Avenue, New York NY 10031
4
INTERIOR ELEVATION MARKER
MEP Consultant Curt Rohner Lighting Consultant Peihing Tsai Landscape Consultant Taewook Cha
NOTE: GC TO REFER TO INDIVIDUAL SHEETS FOR EXPANDED SYMBOL KEYS INDICATING FINISH MATERIALS, LIGHTING FIXTURES, ECT.
Spec Consultant Jeff Feingold
A-401.00
TYPICAL ROOM PART PLANS & ELEVATIONS
A-501.00
CORE STAIR DETAIL
Cost Estimating Consultant Dave Miller
A-50 .00
RESTAURANT STAIR DETAIL
Design Consultant Martin Stigsgaard
A-50 .00
CURTAIN WALL SECTION
A-50 .00
CURTAIN WALL SECTION DETAIL
6
6758&785$/ ',$*5$0 )5$0,1*
6
522) 75866 '(7$,/
L-101.00
LANDSCAPE SITE PLAN
L-102.00
3RD FLOOR PLAZA LANDSCAPE PLAN
APDX 1
PROGRAM DIAGRAMS
APDX
SUSTAINABILITY DIAGRAMS
APDX 3
MEP DIAGRAM
4 A-001
NOTES
No.:
Drawn By Approval By Issued Date Scale
Date:
Revision:
Date Date
Key Plan
APDX 4
MODEL PHOTOGRAPHS
APDX 5
RENDERINGS
APDX 6
STUDY MODELS
APDX 7
PDD & COST ESTIMATE
SITE
N Drawing Title
TITLE SHEET & GENERAL NOTES Drawing No. Sheet No.
A-001.00
CBT architects Cramer Brophy Tsinis Architects 141 Convent Avenue, New York NY 10031
CA
NA
L
CANAL STREET HOTEL
ST
RE
Remove all of sidewalk to be replaced by pavers
386 Canal Street New York, NY 10013
ET
Client Representative: Bernard & Anne Spitzer School of Architecture 141 Convent Avenue New York, NY 10031 Contact: Martin Stisgaard
Remove and preserve all trees for reuse
Project Team Construction fence
59 '-0 16 5"
Property Line
Billboard mounted on building to be demolished with building
7 16'-116"
1 24'-516"
1 109'-98"
Structural Consultants Ciro Cuono Dominick Pilla Sustainability Consultant Ahu Aydogan
5" '-0 8 24
Zoning Consultant Brian Gillen
24 '-9 7 16 "
Remove all planters and paving
Architects Ryan Cramer Patrick Brophy Lubov Tsinis
Remove one story masonry building
MEP Consultant Curt Rohner
NUE 6th AVE
Lighting Consultant Peihing Tsai
65 '-8 3 16 "
Landscape Consultant Taewook Cha
DW
AY
Spec Consultant Jeff Feingold
6'-
Design Consultant Martin Stigsgaard
BR
OA
7 1 16 "
Cost Estimating Consultant Dave Miller
No.:
Date:
Revision:
WE
ST
MTA Bus Shelter to be repositioned (Verify with MTA)
YORK ST
REET Remove and preserve all trees for reuse
Patrick Brophy Drawn By Approval By Issued Date 1’ : 1/16” 1 Scale
Date Date
12.12.14
PL
PL
Key Plan
SITE
N Drawing Title
DEMOLITION PLAN Drawing No. Sheet No.
D-101.00
CBT architects Cramer Brophy Tsinis Architects 141 Convent Avenue, New York NY 10031
CANAL STREET HOTEL 386 Canal Street New York, NY 10013 Client Representative:
CA
NA
L
Bernard & Anne Spitzer School of Architecture 141 Convent Avenue New York, NY 10031 Contact: Martin Stisgaard
ST
RE
ET
Project Team Architects Ryan Cramer Patrick Brophy Lubov Tsinis
GC TO SEE SHEET L-101 FOR PAVER PATTERN
Structural Consultants Ciro Cuono Dominick Pilla Sustainability Consultant Ahu Aydogan Zoning Consultant Brian Gillen MEP Consultant Curt Rohner Lighting Consultant Peihing Tsai Landscape Consultant Taewook Cha
NUE 6th AVE
Spec Consultant Jeff Feingold Cost Estimating Consultant Dave Miller Design Consultant Martin Stigsgaard
Date:
Patrick Brophy Drawn By Approval By Issued Date 1’ : 1/16” 1 Scale
Revision:
Date Date
12.12.14
Key Plan
WE
ST
BR
OA
DW
AY
No.:
SITE
N Drawing Title
SITE PLAN
1 A-101 A-10
SITE PLAN 1/16” SCALE: 1’ = 1/
Drawing No. Sheet No.
A-101.00
CBT architects Cramer Brophy Tsinis Architects 141 Convent Avenue, New York NY 10031
CANAL STREET HOTEL 386 Canal Street New York, NY 10013 Client Representative: Bernard & Anne Spitzer School of Architecture 141 Convent Avenue New York, NY 10031 Contact: Martin Stisgaard Project Team Architects Ryan Cramer Patrick Brophy Lubov Tsinis 2 A-503
Structural Consultants Ciro Cuono Dominick Pilla Sustainability Consultant Ahu Aydogan Zoning Consultant Brian Gillen MEP Consultant Curt Rohner Lighting Consultant Peihing Tsai Landscape Consultant Taewook Cha Spec Consultant Jeff Feingold Cost Estimating Consultant Dave Miller Design Consultant Martin Stigsgaard
No.:
1 A-402
Date:
Patrick Brophy Drawn By Approval By Issued Date 1’ : 1/8” Scale
Revision:
Date Date
12.12.14
Key Plan
SITE
N Drawing Title
CELLAR & GROUND FLOOR PLANS 1 A-102
CELLAR LEVEL PLAN SCALE: 1’ = 1/8”
2 A-102
GROUND FLOOR PLAN SCALE: 1’ = 1/8”
Drawing No. Sheet No.
A-102.00
CBT architects Cramer Brophy Tsinis Architects 141 Convent Avenue, New York NY 10031
CANAL STREET HOTEL 386 Canal Street New York, NY 10013 Client Representative: Bernard & Anne Spitzer School of Architecture 141 Convent Avenue New York, NY 10031 Contact: Martin Stisgaard Project Team Architects Ryan Cramer Patrick Brophy Lubov Tsinis 2 A-503
Structural Consultants Ciro Cuono Dominick Pilla Sustainability Consultant Ahu Aydogan Zoning Consultant Brian Gillen MEP Consultant Curt Rohner Lighting Consultant Peihing Tsai Landscape Consultant Taewook Cha Spec Consultant Jeff Feingold Cost Estimating Consultant Dave Miller Design Consultant Martin Stigsgaard
No.:
Date:
Patrick Brophy Drawn By Approval By Issued Date 1’ : 1/8” Scale
Revision:
Date Date
12.12.14
Key Plan
SITE
N Drawing Title
SECOND & THIRD FLOOR PLANS 2 A-103
SECOND FLOOR PLAN SCALE: 1’ = 1/8”
2 A-103
THIRD FLOOR PLAN SCALE: 1’ = 1/8”
Drawing No. Sheet No.
A-103.00
CBT architects Cramer Brophy Tsinis Architects 141 Convent Avenue, New York NY 10031
CANAL STREET HOTEL 386 Canal Street New York, NY 10013 Client Representative: Bernard & Anne Spitzer School of Architecture 141 Convent Avenue New York, NY 10031 Contact: Martin Stisgaard Project Team Architects Ryan Cramer Patrick Brophy Lubov Tsinis Structural Consultants Ciro Cuono Dominick Pilla Sustainability Consultant Ahu Aydogan Zoning Consultant Brian Gillen MEP Consultant Curt Rohner Lighting Consultant Peihing Tsai Landscape Consultant Taewook Cha Spec Consultant Jeff Feingold Cost Estimating Consultant Dave Miller Design Consultant Martin Stigsgaard
No.:
Date:
Patrick Brophy Drawn By Approval By Issued Date 1’ : 1/8” Scale
Revision:
Date Date
12.12.14
Key Plan
SITE
N Drawing Title
FOURTH & FIFTH FLOOR PLANS 1 A-104
FOURTH FLOOR FINISH PLAN SCALE: 1’ = 1/8”
2 A-104
FIFTH FLOOR PLAN WITH FURNITURE SCALE: 1’ = 1/8”
Drawing No. Sheet No.
A-104.00
CBT architects Cramer Brophy Tsinis Architects 141 Convent Avenue, New York NY 10031
CANAL STREET HOTEL 386 Canal Street New York, NY 10013 Client Representative: Bernard & Anne Spitzer School of Architecture 141 Convent Avenue New York, NY 10031 Contact: Martin Stisgaard Project Team Architects Ryan Cramer Patrick Brophy Lubov Tsinis Structural Consultants Ciro Cuono Dominick Pilla Sustainability Consultant Ahu Aydogan Zoning Consultant Brian Gillen MEP Consultant Curt Rohner Lighting Consultant Peihing Tsai Landscape Consultant Taewook Cha Spec Consultant Jeff Feingold Cost Estimating Consultant Dave Miller Design Consultant Martin Stigsgaard
1 A-501
No.:
Date: 11.6.14
Patrick Brophy Drawn By Approval By Issued Date 1’ : 1/8” Scale
Revision:
Date Date
12.12.14
Key Plan
SITE
N Drawing Title
SIXTH & SEVENTH FLOOR PLANS 1 A-105
SIXTH FLOOR PLAN SCALE: 1’ = 1/8”
2 A-105
SEVENTH FLOOR PLAN SCALE: 1’ = 1/8”
Drawing No. Sheet No.
A-105.00
CBT architects Cramer Brophy Tsinis Architects 141 Convent Avenue, New York NY 10031
CANAL STREET HOTEL 386 Canal Street New York, NY 10013 Client Representative: Bernard & Anne Spitzer School of Architecture 141 Convent Avenue New York, NY 10031 Contact: Martin Stisgaard Project Team Architects Ryan Cramer Patrick Brophy Lubov Tsinis Structural Consultants Ciro Cuono Dominick Pilla Sustainability Consultant Ahu Aydogan Zoning Consultant Brian Gillen MEP Consultant Curt Rohner Lighting Consultant Peihing Tsai Landscape Consultant Taewook Cha Spec Consultant Jeff Feingold Cost Estimating Consultant Dave Miller Design Consultant Martin Stigsgaard
No.:
Date: 11.6.14
Patrick Brophy Drawn By Approval By Issued Date 1’ : 1/8” Scale
Revision:
Date Date
12.12.14
Key Plan
SITE
N Drawing Title
EIGTH & ROOF FLOOR PLANS 1 A-106
EIGTH FLOOR PLAN SCALE: 1’ = 1/8”
2 A-106
ROOF FLOOR PLAN SCALE: 1’ = 1/8”
Drawing No. Sheet No.
A-106.00
CBT architects Cramer Brophy Tsinis Architects 141 Convent Avenue, New York NY 10031
CANAL STREET HOTEL 386 Canal Street New York, NY 10013 Client Representative:
7’
8’
5”
AF
5”
Bernard & Anne Spitzer School of Architecture 141 Convent Avenue New York, NY 10031 Contact: Martin Stisgaard AF
F
F
Project Team Architects Ryan Cramer Patrick Brophy Lubov Tsinis
8’ 5” AFF
7’ 5” AFF
Structural Consultants Ciro Cuono Dominick Pilla Sustainability Consultant Ahu Aydogan Zoning Consultant Brian Gillen MEP Consultant Curt Rohner
5’ 0”
Lighting Consultant Peihing Tsai Landscape Consultant Taewook Cha
”A
”A
7’ 5
8’ 5
FF
FF
Spec Consultant Jeff Feingold 2 A-401
Cost Estimating Consultant Dave Miller Design Consultant Martin Stigsgaard
No.:
Date:
Patrick Brophy Drawn By Approval By Issued Date 1’ : 1/8” Scale
2 A-402
Revision:
Date Date
12.12.14
Key Plan
SITE
N Drawing Title
REFLECTED CEILING PLANS 1 A-107
GROUND FLOOR RCP SCALE: 1’ = 1/8”
2 A-107
TYPICAL ROOM FLOOR RCP SCALE: 1’ = 1/8”
Drawing No. Sheet No.
A-107.00
CBT architects Cramer Brophy Tsinis Architects 141 Convent Avenue, New York NY 10031
CANAL STREET HOTEL 386 Canal Street New York, NY 10013 Client Representative:
I
J
K
L
Bernard & Anne Spitzer School of Architecture 141 Convent Avenue New York, NY 10031 Contact: Martin Stisgaard
3 Hat Truss 110' - 0"
Project Team Architects Ryan Cramer Patrick Brophy Lubov Tsinis
STEEL W12X26 I BEAM HAT TRUSS STRUCTURAL SYSTEM Mechanical Level 100' - 0"
Roof Level 90' - 0"
Level 8 80' - 0"
Structural Consultants Ciro Cuono Dominick Pilla Sustainability Consultant Ahu Aydogan Zoning Consultant Brian Gillen MEP Consultant Curt Rohner Lighting Consultant Peihing Tsai Landscape Consultant Taewook Cha
Level 7 70' - 0"
POLYVINYL CHLORIDE ELECTRONICALLY OPERABLE SOLAR LOUVER SYSTEM
Spec Consultant Jeff Feingold Cost Estimating Consultant Dave Miller
Level 6 60' - 0"
Design Consultant Martin Stigsgaard
42” ALUMINUM AND GLASS GUARDRAIL Level 5 50' - 0"
N o.:
4’X10’ ALUMINUM AND GLASS PANEL CURTAIN WALL SYSTEM Level 4 40' - 0"
CENTRAL CORE: 12” CONCRETE WITH EMBEDDED STEEL COLUMNS CONNECTED TO HAT TRUSS
Date:
R. CRAMER Drawn By Approval By M. STIGSGAARD Issued Date 08/28/14 Scale 1/8” = 1’
Revision:
Date 12/09/14 Date
Key Plan
SITE
Level 3 20' - 0"
4’X10’ ALUMINUM AND GLASS PANEL CURTAIN WALL SYSTEM
N
12” REINFORCED CONCRETE WALL WITH 4’ PARAPET
Level 2 10' - 0"
Drawing Title
120”X12” GLAZED OPENING Level 1 0' - 0"
1
WEST BROADWAY ELEVATION
WEST BROADWAY ELEVATION 1/8” = 1’ Drawing No. Sheet No.
A-201.00
CBT architects Cramer Brophy Tsinis Architects 141 Convent Avenue, New York NY 10031
CANAL STREET HOTEL 386 Canal Street New York, NY 10013
3
M
N
O
P
Client Representative:
Q
Bernard & Anne Spitzer School of Architecture 141 Convent Avenue New York, NY 10031 Contact: Martin Stisgaard Hat Truss 110' - 0"
STEEL W12X26 I BEAM HAT TRUSS STRUCTURAL SYSTEM Mechanical Level 100' - 0"
Roof Level 90' - 0"
Level 8 80' - 0"
42” ALUMINUM AND GLASS GUARDRAIL Level 7 70' - 0"
POLYVINYL CHLORIDE ELECTRONICALLY OPERABLE SOLAR LOUVER SYSTEM
Level 6 60' - 0"
Project Team Architects Ryan Cramer Patrick Brophy Lubov Tsinis Structural Consultants Ciro Cuono Dominick Pilla Sustainability Consultant Ahu Aydogan Zoning Consultant Brian Gillen MEP Consultant Curt Rohner Lighting Consultant Peihing Tsai Landscape Consultant Taewook Cha Spec Consultant Jeff Feingold Cost Estimating Consultant Dave Miller Design Consultant Martin Stigsgaard
Level 5 50' - 0"
N o.:
Date:
Revision:
4’X10’ ALUMINUM AND GLASS PANEL CURTAIN WALL SYSTEM Level 4 40' - 0"
R. CRAMER Drawn By Approval By M. STIGSGAARD Issued Date 08/28/14 Scale 1/8” = 1’
Date 12/09/14 Date
Key Plan
CENTRAL CORE: 12” CONCRETE WITH EMBEDDED STEEL COLUMNS CONNECTED TO HAT TRUSS
SITE
Level 3 20' - 0"
12” REINFORCED CONCRETE WALL WITH 4’ PARAPET 4’X10’ ALUMINUM AND GLASS PANEL CURTAIN WALL SYSTEM
Level 2 10' - 0"
N Drawing Title
120”X12” GLAZED OPENING Level 1 0' - 0"
1
CANAL STREET ELEVATION 1/8” = 1’
CANAL STREET ELEVATION
Drawing No. Sheet No.
A-202.00
CBT architects Cramer Brophy Tsinis Architects 141 Convent Avenue, New York NY 10031
CANAL STREET HOTEL 386 Canal Street New York, NY 10013
4
Client Representative:
1
Bernard & Anne Spitzer School of Architecture 141 Convent Avenue New York, NY 10031 Contact: Martin Stisgaard Hat Truss 110' - 0"
STEEL W12X26 I BEAM HAT TRUSS STRUCTURAL SYSTEM Mechanical Level 100' - 0"
Project Team Architects Ryan Cramer Patrick Brophy Lubov Tsinis Structural Consultants Ciro Cuono Dominick Pilla
Roof Level 90' - 0"
Sustainability Consultant Ahu Aydogan Zoning Consultant Brian Gillen
Level 8 80' - 0"
MEP Consultant Curt Rohner Lighting Consultant Peihing Tsai
Level 7 70' - 0"
Landscape Consultant Taewook Cha Spec Consultant Jeff Feingold
Level 6 60' - 0"
Cost Estimating Consultant Dave Miller Design Consultant Martin Stigsgaard
Level 5 50' - 0"
4’X10’ ALUMINUM AND GLASS PANEL CURTAIN WALL SYSTEM
N o.: Level 4 40' - 0"
CENTRAL CORE: 12” CONCRETE WITH EMBEDDED STEEL COLUMNS CONNECTED TO HAT TRUSS 12” REINFORCED CONCRETE WALL WITH 4’ PARAPET
Date:
R. CRAMER Drawn By Approval By M. STIGSGAARD Issued Date 08/28/14 Scale 1/8” = 1’
Revision:
Date 12/09/14 Date
Key Plan
Level 3 20' - 0"
4’X10’ ALUMINUM AND GLASS PANEL CURTAIN WALL SYSTEM Level 2 10' - 0"
SITE
N Drawing Title
Level 1 0' - 0"
1
NORTHWEST FACADE ELEVATION
NORTHWEST FACADE ELEVATION 1/8” = 1’ Drawing No. Sheet No.
A-203.00
CBT architects Cramer Brophy Tsinis Architects 141 Convent Avenue, New York NY 10031
CANAL STREET HOTEL A
B
C
D
E
F
G
386 Canal Street New York, NY 10013
H
Client Representative:
Hat Truss 110' - 0"
STEEL W12X26 I BEAM HAT TRUSS STRUCTURAL SYSTEM Mechanical Level 100' - 0"
Roof Level 90' - 0"
Level 8 80' - 0"
Bernard & Anne Spitzer School of Architecture 141 Convent Avenue New York, NY 10031 Contact: Martin Stisgaard Project Team Architects Ryan Cramer Patrick Brophy Lubov Tsinis Structural Consultants Ciro Cuono Dominick Pilla Sustainability Consultant Ahu Aydogan Zoning Consultant Brian Gillen MEP Consultant Curt Rohner
Level 7 70' - 0"
POLYVINYL CHLORIDE ELECTRONICALLY OPERABLE SOLAR LOUVER SYSTEM
Lighting Consultant Peihing Tsai Landscape Consultant Taewook Cha
Level 6 60' - 0"
Spec Consultant Jeff Feingold Cost Estimating Consultant Dave Miller
42” ALUMINUM AND GLASS GUARDRAIL Level 5 50' - 0"
Design Consultant Martin Stigsgaard
4’X10’ ALUMINUM AND GLASS PANEL CURTAIN WALL SYSTEM Level 4 40' - 0"
N o.:
R. CRAMER Drawn By Approval By M. STIGSGAARD Issued Date 08/28/14 Scale 1/8” = 1’
CENTRAL CORE: 12” CONCRETE WITH EMBEDDED STEEL COLUMNS CONNECTED TO HAT TRUSS
12” REINFORCED CONCRETE WALL WITH 4’ PARAPET
Date:
Level 3 20' - 0"
SITE
Level 2 10' - 0"
N
120”X12” GLAZED OPENING Level 1 0' - 0"
Drawing Title
1
6TH AVENUE ELEVATION 1/8” = 1’
Date 12/09/14 Date
Key Plan
4’X10’ ALUMINUM AND GLASS PANEL CURTAIN WALL SYSTEM METAL LOUVERED VENTS 24”X24”
Revision:
6TH AVENUE ELEVATION Drawing No. Sheet No.
A-204.00
CBT architects Cramer Brophy Tsinis Architects 141 Convent Avenue, New York NY 10031
CANAL STREET HOTEL 386 Canal Street New York, NY 10013
H
Client Representative:
I Hat Truss 110' - 0"
STEEL W12X26 I BEAM HAT TRUSS STRUCTURAL SYSTEM Mechanical Level 100' - 0"
Roof Level 90' - 0"
Bernard & Anne Spitzer School of Architecture 141 Convent Avenue New York, NY 10031 Contact: Martin Stisgaard Project Team Architects Ryan Cramer Patrick Brophy Lubov Tsinis Structural Consultants Ciro Cuono Dominick Pilla Sustainability Consultant Ahu Aydogan
Level 8 80' - 0"
4’X10’ ALUMINUM AND GLASS PANEL CURTAIN WALL SYSTEM
Zoning Consultant Brian Gillen MEP Consultant Curt Rohner
Level 7 70' - 0"
Lighting Consultant Peihing Tsai Landscape Consultant Taewook Cha
Level 6 60' - 0"
Spec Consultant Jeff Feingold Cost Estimating Consultant Dave Miller
42” ALUMINUM AND GLASS GUARDRAIL Level 5 50' - 0"
Design Consultant Martin Stigsgaard
Level 4 40' - 0"
N o.:
CENTRAL CORE: 12” CONCRETE WITH EMBEDDED STEEL COLUMNS CONNECTED TO HAT TRUSS
Date:
R. CRAMER Drawn By Approval By M. STIGSGAARD Issued Date 08/28/14 Scale 1/8” = 1’
Level 3 20' - 0"
Revision:
Date 12/09/14 Date
Key Plan
CONCRETE STAIR: 7”RISE, 11” TREAD SITE
Level 2 10' - 0"
N Level 1 0' - 0"
Drawing Title
1
SOUTH FACADE ELEVATION 1/8” = 1’
SOUTH FACADE ELEVATION Drawing No. Sheet No.
A-205.00
CBT architects Cramer Brophy Tsinis Architects 141 Convent Avenue, New York NY 10031
CANAL STREET HOTEL Hat Truss 110' - 0"
STEEL W12X26 I BEAM HAT TRUSS STRUCTURAL SYSTEM Mechanical Level 100' - 0"
Rooftop Bar R-01
W12X26 STEEL HANGERS
Roof Level 90' - 0"
Balcony 805A
Guestroom
Guestroom
805
801
705A
Outdoor Lounge Guestroom
701
705
Level 7 70' - 0"
W12X26 STEEL FRAMING SYSTEM Balcony 604A
Guestroom
Guestroom
604
601 Level 6 60' - 0"
Balcony 505A
Guestroom
Guestroom
505
501 Level 5 50' - 0"
Balcony 405A
Guestroom
Guestroom
405
401
Client Representative: Bernard & Anne Spitzer School of Architecture 141 Convent Avenue New York, NY 10031 Contact: Martin Stisgaard Project Team Architects Ryan Cramer Patrick Brophy Lubov Tsinis
Level 8 80' - 0"
Balcony
386 Canal Street New York, NY 10013
Structural Consultants Ciro Cuono Dominick Pilla Sustainability Consultant Ahu Aydogan Zoning Consultant Brian Gillen MEP Consultant Curt Rohner Lighting Consultant Peihing Tsai Landscape Consultant Taewook Cha Spec Consultant Jeff Feingold Cost Estimating Consultant Dave Miller
Level 4 40' - 0"
Design Consultant Martin Stigsgaard
N o.:
CENTRAL CORE: 12” CONCRETE WITH EMBEDDED STEEL COLUMNS CONNECTED TO HAT TRUSS Level 3 20' - 0"
12” CONCRETE SLAB Level 2 10' - 0"
Date:
R. CRAMER Drawn By Approval By M. STIGSGAARD Issued Date 08/28/14 1/8” = 1’ Scale
Revision:
Date 12/09/14 Date
Key Plan
12”X12” CONCRETE COLUMN
SITE
Level 1 0' - 0"
12” CONCRETE FOUNDATION WALL
N Cellar -10' - 0"
24” CONCRETE SLAB ON GRADE FOUNDATION
Drawing Title
WEST BROADWAY SECTION 1
WEST BROADWAY SECTION 1/8” = 1’
Drawing No. Sheet No.
A-301.00
CBT architects Cramer Brophy Tsinis Architects 141 Convent Avenue, New York NY 10031
CANAL STREET HOTEL 386 Canal Street New York, NY 10013 Client Representative:
STEEL W12X26 I BEAM HAT TRUSS STRUCTURAL SYSTEM
Bernard & Anne Spitzer School of Architecture 141 Convent Avenue New York, NY 10031 Contact: Martin Stisgaard
W12X26 STEEL HANGERS
Project Team Architects Ryan Cramer Patrick Brophy Lubov Tsinis Structural Consultants Ciro Cuono Dominick Pilla Sustainability Consultant Ahu Aydogan
W12X26 STEEL FRAMING SYSTEM
Zoning Consultant Brian Gillen MEP Consultant Curt Rohner Lighting Consultant Peihing Tsai Landscape Consultant Taewook Cha Spec Consultant Jeff Feingold Cost Estimating Consultant Dave Miller Design Consultant Martin Stigsgaard
CENTRAL CORE: 12” CONCRETE WITH EMBEDDED STEEL COLUMNS CONNECTED TO HAT TRUSS N o.:
Date:
Revision:
3 12” CONCRETE SLAB TERRACES R. CRAMER Drawn By Approval By M. STIGSGAARD Issued Date 08/28/14 1/8” = 1’ Scale
12” CONCRETE SLAB
Date 12/09/14 Date
Key Plan 12”X12” CONCRETE COLUMN
SITE
12” CONCRETE FOUNDATION WALL
N
24” CONCRETE SLAB ON GRADE FOUNDATION Drawing Title
6TH AVENUE SECTION 1
6TH AVENUE SECTION 1/8” = 1’ Drawing No. Sheet No.
A-302.00
CBT architects
16’ 3”
LED COVE LIGHTING
HEAT PUMP
Cramer Brophy Tsinis Architects 141 Convent Avenue, New York NY 10031
EXTERIOR LOUVER
CANAL STREET HOTEL
INTERIOR GYPSUM WALL
8’ 5”
8’ 0” GYPSUM ENCASED COLUMN
Client Representative:
EXTERIOR GLAZING
Bernard & Anne Spitzer School of Architecture 141 Convent Avenue New York, NY 10031 Contact: Martin Stisgaard
3 4
3’ 0”
17’ 4”
A-401
5 A-401
386 Canal Street New York, NY 10013
3 A-401
TYPICAL ROOM NORTH ELEVATION
Project Team
SCALE: 1’ = 1/2”
Architects Ryan Cramer Patrick Brophy Lubov Tsinis
6’ 4”
Structural Consultants Ciro Cuono Dominick Pilla Sustainability Consultant Ahu Aydogan Zoning Consultant Brian Gillen
LINE OF SOFFIT
MEP Consultant Curt Rohner
WOOD FRAMING 8’ 9”
5’ 3”
2’ 6”
8’ 5”
16’ 6” 1 A-401
Lighting Consultant Peihing Tsai
WOOD DOOR GYPSUM WALL
TYPICAL ROOM PLAN
Spec Consultant Jeff Feingold
SLIDING WOOD DOOR CLOSET
SCALE: 1’ = 1/2”
LINE OF COLUMN BEYOND
Cost Estimating Consultant Dave Miller Design Consultant Martin Stigsgaard
RUBBER BASE
HEAT PUMP
CARPETING
4 A-401
5’ 0”
8’5” AFF
Landscape Consultant Taewook Cha
TYPICAL ROOM EAST ELEVATION
No.:
SCALE: 1’ = 1/2”
Date: 12.12.14
Patrick Brophy Drawn By Approval By Issued Date Scale 1’ : 1/2”
7’5” AFF
Revision:
Date Date
12.12.14
Key Plan
VANITY LIGHTING
SITE
5’ 0”
EXTERIOR WINDOW BEYOND
N
MIRROR
CARPET 5’ 0”
7’ 5”
TILE
Drawing Title
MARBLE VANITY STAINLESS STEEL SINK
TYPICAL ROOM PLAN & ELEVATION
POINT LIGHT GYPSUM
VENTILATION LED STRIP LIGHT
2 A-401
TYPICAL ROOM REFLECTED CEILING PLAN SCALE: 1’ = 1/2”
5 A-401
TYPICAL ROOM WEST ELEVATION
Drawing No.
SCALE: 1’ = 1/2”
Sheet No.
A-401.00
CBT architects Cramer Brophy Tsinis Architects 141 Convent Avenue, New York NY 10031
CANAL STREET HOTEL 5
Truss Top 110' - 0"
A-501 3'
-0
386 Canal Street New York, NY 10013 Client Representative:
"
Core Top 100' - 0"
Bernard & Anne Spitzer School of Architecture 141 Convent Avenue New York, NY 10031 Contact: Martin Stisgaard
" 3' - 2 3/32
" 0' - 11 3/4
0' - 6 21/32"
Roof 90' - 0"
Architects Ryan Cramer Patrick Brophy Lubov Tsinis
OPEN TO BELOW
VERTICAL RAILING MEMBERS EMBEDDED INTO PRECAST CONCRETE TREADS
Level 8 80' - 0"
2
01 A-5
8 RISERS @ 6 5/8” = 60”
3
RAILING CONNECTION DETAIL 1 1/2" = 1'-0"
Structural Consultants Ciro Cuono Dominick Pilla Sustainability Consultant Ahu Aydogan
" 4' - 3 7/32
Level 7 70' - 0"
Zoning Consultant Brian Gillen MEP Consultant Curt Rohner
Level 6 60' - 0"
5 A-501
1
Project Team
Lighting Consultant Peihing Tsai Landscape Consultant Taewook Cha
CORE STAIRWELL PARTIAL PLAN 1/4” = 1’
Level 5 50' - 0"
Spec Consultant Jeff Feingold Cost Estimating Consultant Dave Miller
Level 2 10' - 0"
12” CONCRETE SLAB LANDINGS
Level 4 40' - 0"
3' - 0"
Design Consultant Martin Stigsgaard
7' - 3"
3' - 0"
Level 3 20' - 0"
0' - 6 21/32"
Level 1 0' - 0"
N o.:
12” CONCRETE SHEAR WALL
Date:
Drawn By R. CRAMER Approval By M. STIGSGAARD 08/28/14 Issued Date Scale AS NOTED
Revision:
Date 12/09/14 Date
5' - 0"
Key Plan 3 A-501
ALUMINUM PIPE HANDRAIL
Level 2 10' - 0"
PRECAST CONCRETE STAIR 0' - 6 21/32"
SITE
Level 1 0' - 0" Level 1 0' - 0"
2
TYPICAL STAIR SECTION 1/2" = 1'-0"
N Drawing Title
Cellar -10' - 0"
4
TYPICAL STAIR ELEVATION 1/2" = 1'-0"
5
CORE STAIR DETAIL
CORE STAIR SECTION THROUGH BUILDING 1/8" = 1'-0"
Drawing No. Sheet No.
A-501.00
4 A-503
STEEL ANCHOR CONNECTION TO CONCRETE CEILING SLAB
CBT architects Cramer Brophy Tsinis Architects 141 Convent Avenue, New York NY 10031
CABLE HINGE
SUSPENSION BOLT
CABLE ATTACHMENT
CANAL STREET HOTEL 386 Canal Street New York, NY 10013 Client Representative: Bernard & Anne Spitzer School of Architecture 141 Convent Avenue New York, NY 10031 Contact: Martin Stisgaard
TENSION CABLE
OPEN RISE 3” TIMBER TREADS
Project Team
1/4” TENSION CABLE
Architects Ryan Cramer Patrick Brophy Lubov Tsinis Structural Consultants Ciro Cuono Dominick Pilla
STAINLESS STEEL HAND RAIL
Sustainability Consultant Ahu Aydogan Zoning Consultant Brian Gillen MEP Consultant Curt Rohner Lighting Consultant Peihing Tsai
1 A-503
4 A-503
RESTAURANT SUSPENED CABLE STAIR ELEVATION SCALE: 1’ = 1/2”
Landscape Consultant Taewook Cha
SUSPENSION CABLE DETAIL SCALE: 1’ = 1’
Spec Consultant Jeff Feingold Cost Estimating Consultant Dave Miller Design Consultant Martin Stigsgaard
No.:
Date:
Drawn By Patrick Brophy Approval By Issued Date Scale Various
Revision:
Date 12.12.14 Date
Key Plan
SITE
N OPEN RISE 3” TIMBER TREAD
Drawing Title BOLT & WASHER SECURING U PLATE U PLATE BOLTED TO TIMBER TREAD CONCRETE WALL
RESTAURANT STAIR DETAIL
STEEL PIN BOLTED TO HEAD AND ADJACENT CONCRETE WALL
5 A-503
Drawing No. 2 A-503
RESTAURANT SUSPENDED CABLE STAIR PARTIAL PLAN SCALE: 1’ = 1/2”
3 A-503
SUSPENDED STAIR RISER DETAIL SCALE: 1’ = 1 1/2”
5 A-503
TREAD BOLT DETAIL SCALE: 1’ = 1’
Sheet No.
A-503.00
WALL SE SECTION ECTION E A-504
CURTAIN WALL SECTION DETAILS A-505
12/10/14
LT 08/28/14
ROOF TRUSS S-102.00
11/19/14
LT 08/28/14
STRUCTURAL FRAMING PLAN S-101.00
CBT architects Cramer Brophy Tsinis Architects 141 Convent Avenue, New York NY 10031
CANAL STREET HOTEL 386 Canal Street New York, NY 10013 Client Representative:
CA
NA
L
Bernard & Anne Spitzer School of Architecture 141 Convent Avenue New York, NY 10031 Contact: Martin Stisgaard
ST
RE
ET
Project Team
TYP. 4x8” UNIPAVERS
DENSE PATTERNING AROUND ALL GUEST ENTRANCES TYP. 5’ PLANTER BOUNDARY DEFINED BY IRREGULAR PAVERS
Architects Ryan Cramer Patrick Brophy Lubov Tsinis Structural Consultants Ciro Cuono Dominick Pilla Sustainability Consultant Ahu Aydogan Zoning Consultant Brian Gillen MEP Consultant Curt Rohner Lighting Consultant Peihing Tsai
THREE GRADATIONS IN TYP. UNIPAVER TO CREATE PIXELATED PATTERN
Landscape Consultant Taewook Cha
NUE 6th AVE
Spec Consultant Jeff Feingold Cost Estimating Consultant Dave Miller Design Consultant Martin Stigsgaard
IMAGE GENERATED PAVER PATTERN GC TO SEE SHEET L-102
Date:
Patrick Brophy Drawn By Approval By Issued Date 1’ : 1/16” 1 Scale
Revision:
Date Date
12.12.14
Key Plan
WE
ST
BR
OA
DW
AY
No.:
REPOSISTIONED MTA BUS SHELTER
SITE
N Drawing Title
GROUND LEVEL LANDSCAPE PLAN
1 L-101
GROUND LEVEL LANDSCAPE PLAN 1/16” SCALE: 1’ = 1/
Drawing No. Sheet No.
L-101.00
CBT architects Cramer Brophy Tsinis Architects 141 Convent Avenue, New York NY 10031
CANAL STREET HOTEL 386 Canal Street New York, NY 10013
CONCRETE STADIUM SEATING AREA WITH 40” CONCRETE WALL PERIMETER AT EACH FFE
Client Representative: Bernard & Anne Spitzer School of Architecture 141 Convent Avenue New York, NY 10031 Contact: Martin Stisgaard
TYPICAL 4X8” UNIPAVER, 3 GRADATIONS GC TO SEE DIAGRAM 2-L-102 FOR PAVER PATTERN
Project Team Architects Ryan Cramer Patrick Brophy Lubov Tsinis Structural Consultants Ciro Cuono Dominick Pilla
PLANTER BOUNDARY DEFINED BY IRREGULAR PAVER PATTERN
Sustainability Consultant Ahu Aydogan Zoning Consultant Brian Gillen MEP Consultant Curt Rohner
PLANTER TOPOGRAPHY FORMED BY LIGHTWEIGHT STACKED FOAM BELOW GROUND COVER
Lighting Consultant Peihing Tsai Landscape Consultant Taewook Cha Spec Consultant Jeff Feingold Cost Estimating Consultant Dave Miller Design Consultant Martin Stigsgaard
40” CONCRETE PERIMETER WALL FORMED BY EXTENSION GROUND FLOOR WALLS
No.:
Date:
Patrick Brophy Drawn By Approval By Issued Date 1’ : 1/8” 1 Scale
CONCRETE GRAND STAIR
Revision:
Date Date
12.12.14
Key Plan
SITE
CONCRETE
4 X 8” UNIPAVER LIGHT TONE
N
4 X 8” UNIPAVER MEDIUM TONE
Drawing Title 4 X 8” UNIPAVER DARK TONE
1 L-102
3RD FLOOR PLAZA LANDSCAPE PLAN 1/8” SCALE: 1’ = 1/
3RD FLOOR PLAZA LANDSCAPE PLAN 2 L-102
UNIPAVER PATTERN DIAGRAM SCALE: N/A
Drawing No. Sheet No.
L-102.00
CBT architects Cramer Brophy Tsinis Architects 141 Convent Avenue, New York NY 10031
STRUCTURE
CANAL STREET HOTEL
private
386 Canal Street New York, NY 10013 Client Representative: Bernard & Anne Spitzer School of Architecture 141 Convent Avenue New York, NY 10031 Contact: Martin Stisgaard Project Team Architects Ryan Cramer Patrick Brophy Lubov Tsinis Structural Consultants Ciro Cuono Dominick Pilla Sustainability Consultant Ahu Aydogan Zoning Consultant Brian Gillen MEP Consultant Curt Rohner Lighting Consultant Peihing Tsai
PUBLIC BOH/mECHANICAL
- 55 GUEST ROOMS - RESTAURANT & fULL KITCHEN - FITNESS CENTER - 3 SHARED LOUNGE SPACES - 5 PRIVATE BALCONIES - FULL FLOOR OUTDOOR LOUNGE - PRIVATE ROOFTOP BAR & lOUNGE
Landscape Consultant Taewook Cha Spec Consultant Jeff Feingold Cost Estimating Consultant Dave Miller Design Consultant Martin Stigsgaard
No.:
Date: 11.6.14
Patrick Brophy Drawn By Approval By Issued Date AS NOTED Scale
Revision:
Date Date
11.6.14
Key Plan
SITE
N Drawing Title
cIRCULATION
BACK OF HOUSE
PRIVATE
MECHANICAL/UTILITY
PUBLIC
STRUCTURE
PROGRAM DIAGRAMS Drawing No. Sheet No.
APDX 1
CBT architects Cramer Brophy Tsinis Architects 141 Convent Avenue, New York NY 10031
CANAL STREET HOTEL 386 Canal Street New York, NY 10013 Client Representative: ESTCODE
AIR HANDLING UNIT
COOLING TOWER
Bernard & Anne Spitzer School of Architecture 141 Convent Avenue New York, NY 10031 Contact: Martin Stisgaard
EDOCTSE
ESTCODE
Project Team Architects Ryan Cramer Patrick Brophy Lubov Tsinis ESTCODE
Structural Consultants Ciro Cuono Dominick Pilla
HEAT PUMP HEAT PUMP
ESTCODE
Sustainability Consultant Ahu Aydogan ESTCODE
Zoning Consultant Brian Gillen MEP Consultant Curt Rohner EDOCTSE
Lighting Consultant Peihing Tsai
M.E.P. VERTICAL SHAFT
ED OC TS
E
Landscape Consultant Taewook Cha Spec Consultant Jeff Feingold Cost Estimating Consultant Dave Miller Design Consultant Martin Stigsgaard
ESTCODE
N o.:
Date:
Revision:
EDOCTSE
R. CRAMER
Date Date
12/09/14
ESTCODE
Drawn By M. STIGSGAARD Approval By 08/28/14 Issued Date N.T.S. Scale Key Plan
SITE
EXHAUST AIR
BOILER
SUPPLY AIR
N Drawing Title
1
TYPICAL FLOOR M.E.P. LAYOUT N.T.S.
2
M.E.P. SCHEMATIC DIAGRAM N.T.S.
M.E.P. SCHEMATIC PLAN AND AXONOMETRIC Drawing No. Sheet No.
APDX 4
CBT architects Cramer Brophy Tsinis Architects 141 Convent Avenue, New York NY 10031
CANAL STREET HOTEL 386 Canal Street New York, NY 10013 Client Representative: Bernard & Anne Spitzer School of Architecture 141 Convent Avenue New York, NY 10031 Contact: Martin Stisgaard Project Team Architects Ryan Cramer Patrick Brophy Lubov Tsinis Structural Consultants Ciro Cuono Dominick Pilla Sustainability Consultant Ahu Aydogan Zoning Consultant Brian Gillen MEP Consultant Curt Rohner Lighting Consultant Peihing Tsai Landscape Consultant Taewook Cha Spec Consultant Jeff Feingold Cost Estimating Consultant Dave Miller Design Consultant Martin Stigsgaard
N o.:
Date:
Drawn By R. CRAMER Approval By M. STIGSGAARD Issued Date 08/28/14 Scale N.T.S.
Revision:
Date 12/09/14 Date
Key Plan
SITE
N Drawing Title
FINAL MODEL
Drawing No. Sheet No.
APDX 4
CBT architects Cramer Brophy Tsinis Architects 141 Convent Avenue, New York NY 10031
CANAL STREET HOTEL 386 Canal Street New York, NY 10013 Client Representative: Bernard & Anne Spitzer School of Architecture 141 Convent Avenue New York, NY 10031 Contact: Martin Stisgaard Project Team Architects Ryan Cramer Patrick Brophy Lubov Tsinis Structural Consultants Ciro Cuono Dominick Pilla Sustainability Consultant Ahu Aydogan Zoning Consultant Brian Gillen MEP Consultant Curt Rohner Lighting Consultant Peihing Tsai Landscape Consultant Taewook Cha Spec Consultant Jeff Feingold Cost Estimating Consultant Dave Miller Design Consultant Martin Stigsgaard
N o.:
Date:
R. CRAMER Drawn By Approval By M. STIGSGAARD Issued Date 08/28/14 1/8” = 1’ Scale
Revision:
Date 12/09/14 Date
Key Plan
SITE
N Drawing Title
EXTERIOR AERIAL RENDERING 1
EXTERIOR DAYTIME AERIAL RENDERING N.T.S.
Drawing No. Sheet No.
APDX 5 - 01
CBT architects Cramer Brophy Tsinis Architects 141 Convent Avenue, New York NY 10031
CANAL STREET HOTEL 386 Canal Street New York, NY 10013 Client Representative: Bernard & Anne Spitzer School of Architecture 141 Convent Avenue New York, NY 10031 Contact: Martin Stisgaard Project Team Architects Ryan Cramer Patrick Brophy Lubov Tsinis Structural Consultants Ciro Cuono Dominick Pilla Sustainability Consultant Ahu Aydogan Zoning Consultant Brian Gillen MEP Consultant Curt Rohner Lighting Consultant Peihing Tsai Landscape Consultant Taewook Cha Spec Consultant Jeff Feingold Cost Estimating Consultant Dave Miller Design Consultant Martin Stigsgaard
N o.:
Date:
R. CRAMER Drawn By Approval By M. STIGSGAARD 08/28/14 Issued Date 1/8” = 1’ Scale
Revision:
Date Date
12/09/14
Key Plan
SITE
N
1
ROOFTOP BAR/LOUNGE DAYTIME RENDERING N.T.S.
Drawing Title
ROOFTOP BAR/LOUNGE RENDERING Drawing No. Sheet No.
APDX 5 - 02
CBT architects Cramer Brophy Tsinis Architects 141 Convent Avenue, New York NY 10031
CANAL STREET HOTEL 386 Canal Street New York, NY 10013 Client Representative: Bernard & Anne Spitzer School of Architecture 141 Convent Avenue New York, NY 10031 Contact: Martin Stisgaard Project Team Architects Ryan Cramer Patrick Brophy Lubov Tsinis Structural Consultants Ciro Cuono Dominick Pilla Sustainability Consultant Ahu Aydogan Zoning Consultant Brian Gillen MEP Consultant Curt Rohner Lighting Consultant Peihing Tsai Landscape Consultant Taewook Cha Spec Consultant Jeff Feingold Cost Estimating Consultant Dave Miller Design Consultant Martin Stigsgaard
N o.:
Date:
Drawn By R. CRAMER Approval By M. STIGSGAARD Issued Date 08/28/14 Scale 1/8” = 1’
Revision:
Date 12/09/14 Date
Key Plan
SITE
N Drawing Title
LOBBY RENDERING
1
LOBBY NIGHT RENDERING N.T.S.
Drawing No. Sheet No.
APDX 5 - 03
CBT architects Cramer Brophy Tsinis Architects 141 Convent Avenue, New York NY 10031
CANAL STREET HOTEL 386 Canal Street New York, NY 10013 Client Representative: Bernard & Anne Spitzer School of Architecture 141 Convent Avenue New York, NY 10031 Contact: Martin Stisgaard Project Team Architects Ryan Cramer Patrick Brophy Lubov Tsinis Structural Consultants Ciro Cuono Dominick Pilla Sustainability Consultant Ahu Aydogan Zoning Consultant Brian Gillen MEP Consultant Curt Rohner Lighting Consultant Peihing Tsai Landscape Consultant Taewook Cha Spec Consultant Jeff Feingold Cost Estimating Consultant Dave Miller Design Consultant Martin Stigsgaard
No.:
Date:
Drawn By Approval By Issued Date Scale
Revision:
Date Date
Key Plan
SITE
N Drawing Title
STUDY MODELS
Drawing No. Sheet No.
APDX 6
10
PROJECT DESCRIPTION 1000
Project Introduction A.
B20
EXTERIOR VERTICAL ENCLOSURES
A.
The “Project Design Description” is intended to outline the general scope, building systems, project standards and reference applicable codes to be used as the basis for developing the schematic, design development and construction documents. It is also intended to compliment the various drawings issued by the design team. 1. This document shall serve the following additional purposes:
B.
2. Document specific design direction that the design team has received from the Owner. 3. Document specific design assumptions or recommendations of the design team where the Owner has not given specific direction. 4. Identify and document other sources of design direction such as building code authorities and zoning regulations.
C.
5. This document is intended to furnish information to the Owner to establish an estimated cost of construction for the project as it is presently envisioned. B.
1010
B.
C.
This PPD represents the scope of work by CBT Architects.
The Project will provide a prominent address for the Spitzer School of Architecture. CBT Architects is responsible to enhance, articulate and deliver the vision established by the Spitzer School of Architecture. The Project is located in New York City. The site is triangular and bordered by 6th Avenue on the West side, W Broadway on the East side, and Canal St on the North side.
2. In addition to the restaurant located on the first and second floor, the roof will feature an outdoor bar
SUBSTRUCTURE FOUNDATIONS
A1020 Mat Foundations A 2 foot thick mat foundation is being proposed to adequately support the structural load of the building. This foundation is subject to approval after consultation with the MTA.
SUBGRADE ENCLOSURES
A2010 Walls for Subgrade Enclosures A.
B10
Basement walls will house below grade cellar level. Walls will measure 12 inches thick Below grade.
SUPERSTRUCTURE
B1010 Floor Construction A.
Gravity structural options studied: Engineer has studied several different options prior to the Schematic Design issue on date. Options studied include: a. Concrete Slab Structure with typical column grid spaced an average of 24 ft apart b. Outrigger System utilizing steel trusses. c. Steel Hat Truss System utilizing hangers and steel framing on levels 4-8 and two way concrete slab with typical column grid on levels C-3 d. Suspended slab system using pretension concrete slabs tie into concrete shear walls of core.
B.
Lateral structural options studied: Engineer has studied the following prior to the schematic design issue on date. a. Concrete shear walls. b. Cables bolted to foundation to brace lateral loading
C.
D.
Structural option chosen: After reviewing the above options with the architect and the owner, the structural option chosen for the schematic design issue on 11.3.14 was a steel Hat Truss System utilizing hangers and steel framing on levels 4-8 and two way concrete slab with typical column grid on levels C-3. The lateral structural system is concrete shear walls at the core. The structure was designed to conform per the following building codes: a. The structure is designed per the 2008 Building Code of the City of New York, including latest amendments. b. American Institute of Steel Construction “Specification for Structural Steel Buildings”. c. American Concrete Institute “Building Code Requirements for Structural Concrete”
E.
Components: The Horizontal Photovoltaic louvers will be attached to the glass curtain wall system comprised of 4’ x 10’ double pane glass panels measuring approximately 1 inch thick. The Photovoltaic louvers measure approximately 10’ by 8-18” with a thickness of 1”. The depth of each louver will fluctuate between 8 and 18” to create an undulating surface. The louvers will be made of glass with photovoltaic panels on one side to maximize energy gain to the building.
c.
1. Gypsum Board Systems: Interior framed partitions, shaft enclosures, column enclosures.
Design criteria - The structural system shown was designed for the following loading: a. Dead Load = Self weight of the building b. Superimposed Load = 30 pounds per square foot
A.
1. Administration Facilities [module 8A.1-8A.2] 2. General Offices [module 8A.4]
B.
Functional Requirements:
C.
Components:
C2010.004 PAINT A.
8) Corner Angles and Elevator Jamb Struts 9) Miscellaneous Framing Accessories
1) Gypsum Board
2. MEP Spaces B.
Functional Requirements
C.
Components:
C2010.005 FIRE RESITANT FIBERGLASS PANEL (FRFP) A.
2) Gypsum Shaft Liner Board, Backing Board and Core board c.
All gypsum wallboard installed in toilet rooms and locker rooms shall be both of water-resistant and mold resistant type.
C1040 Stair construction
Paint for:
Description: Glass Fiber Reinforced Plastic paneling for 1. Food & Beverage Production- Main Kitchen/ Preparation Area/ Specialty Restaurant Kitchen [module 10.14]
B.
Functional Requirements:
C.
Components:
A. Applicable Standards Include
EXTERIOR HORIZONTAL ENCLOSURES
1. ASTM E985 "Standard Specification for Permanent Metal Railing Systems and Rails for Buildings".
B3010 Roofing
2. American Welding Society (AWI)
A. Roofing System 01 (RS01) - Membrane Roofing Assembly shall be constructed as an inverted roof membrane assembly (IRMA). The system will be comprised of the following:
C2050 Ceiling Finishes C2050.001 GYPSUM BOARD - PAINTED (GWBXX) A.
Description: Ceiling Board: a 5/8” “non-sag” gypsum board product designed for ceilings or alternatively, Sheetrock brand Ultra Light panels as manufactured by USG or equivalent.
B.
Functional Requirements: support at 2ft to avoid deflection.
a. AWS D1.1 "Structural Welding Code". b. AWS D1.2 "Structural Welding Code -Sheet Steel"
1. Wearing Surface:
3. National Association of Architectural Metal Manufacturers (NAAMM)
a. Precast pavers of thickness to resist insulation flotation and uplift due to negative wind pressures. Pavers shall be high albedo type.
a. ANSI/NAAMM MBG 532 "Heavy Duty Metal Bar Grating Manual." b. NAAMM "Pipe Railing Manual".
b. Roofing Aggregate (where applicable): ASTM D448, Size No. 57; clean, rounded water worn gravel or stone, white color, well graded with an average size of 1 in, with no more than 10% of fines or stones smaller than 3/4 in..
c.
C2050.002 ACCESSIBLE ACOUSTICAL TILE (CLGXX) A.
2. Administration Facilities 3. General Offices
5. Industrial Fasteners Institute "Fastener Standards Book".
3. Protection sheet
5. Insulation: Extruded polystyrene board with water drainage channels. Thickness as required to achieve required “U” values
a. Form a tubular flashing sleeve no less than 9 in. high and of proper diameter to provide minimum 1/8 in. and 1/4 in. maximum clearance from pipe or conduit.
1. FOH Feature Stair TBD 2. BOH Internal Communication Stairs:
3. Miscellaneous stairs and ladders for BOH and MEP spaces:
d. Shop solder all seams water tight 2. Column and beam flashings a. Form a 6 in. high 2 piece angular configuration similar to penetration but allowing 3/16 in. to 3/8 in. maximum clearance in any direction. Fabricate
C2010 WALL FINISHES:
A.
Description: Ceramic tile wall finish including but not limited to:
2. Food & beverage production areas: main kitchen, food preparation, specialty restaurant kitchen.
Applicable Standards Include B. 1. American Society for Testing and Materials (ASTM):
Members to Receive Screw-Attached Gypsum Panel Products
Functional requirements: 1. Comply with the Tile council of America (TCA) Handbook for ceramic tile installation, materials, workmanship and installation, tile and stone installation.
a. ASTM C645: Standard Specification for non structural steel framing
ASTM C840: Standard Specification for Application and Finishing of
Architects Ryan Cramer Patrick Brophy Lubov Tsinis Structural Consultants Ciro Cuono Dominick Pilla Sustainability Consultant Ahu Aydogan Zoning Consultant Brian Gillen MEP Consultant Curt Rohner Lighting Consultant Peihing Tsai Landscape Consultant Taewook Cha Spec Consultant Jeff Feingold Cost Estimating Consultant Dave Miller Design Consultant Martin Stigsgaard
No.:
Date:
Revision:
10. Food & Beverage Production- Dry Storage 11. Food & Beverage Production- Non Food Storage 12. Banquet Pantries B.
Functional requirements:
C.
Components: 1. Accessible acoustical tile 2. Accesible Washable Tile 3. Corrosion resistant grid 4. Corrosion resistant support
Drawn By Approval By Issued Date Scale
Date Date
Key Plan
C2050.003 EXPOSED (EXP) A.
SITE
Description: The following ceilings for Back of house areas as well as egress stairs will be left with an exposed structure and painted.
N
1. Shower and Toilet areas
C1010 Interior Partitions
b. ASTM C754: Standard Specification for Installation of Steel Framing
Project Team
C2010.001 CERAMIC TILE
C10 INTERIOR CONSTRUCTION
members
9. Food & Beverage Production- Main Kitchen/ Preparation Area/ Specialty Restaurant Kitchen
a. Concrete Filled Steel Pan-Type Stairs: Provide metal stairs system designed with steel channel stringers with open pans (treads and risers) fabricated to receive concrete fill and concrete filled intermediate landings, and steel sheet risers.
c. Fabricate counter flashing 5 in. high with a diameter 1/2 in. to 2 inches larger.
Bernard & Anne Spitzer School of Architecture 141 Convent Avenue New York, NY 10031 Contact: Martin Stisgaard
7. Soiled Linen Storage/ Sorting Room
C. Stair Treads, Risers and Landings
b. Fabricate square flashing plate to a size 7 ½ in. larger than protrusion. Punch hole out of appropriate size in center and extrude surrounding material upward 1/4 in. providing a continuous vertical soldering flange and solder 9 in. high tubular flashing sleeve. Cut 1 in. minimum radius on flashing plate corners.
Client Representative:
8. Washing/ Clean Linen Storage/ Uniform Issue
2. Railings and Handrails: Installed handrails and supports shall withstand a 200 lb. load applied at any point, downward or horizontally or the simultaneous application of a lateral force of 40 plf and a vertical force of 50 plf, both applied at the top of the railing; the more stringent requirement governing.
1. Pipe Penetration
386 Canal Street New York, NY 10013
6. Purchasing and Receiving Offices
1. Treads and Platforms: Provide stairs and platforms to support a live load of not less than 100 lbs. psf and a concentrated load of 300 lbs. on an area of 4 sq. in. whichever produces the greater stress. Limit deflection of treads, platforms, and framing members to L/360 or 3/4 in. Stair framing shall be capable of withstanding stresses resulting from loads specified above in addition to stresses resulting from railing system loads.
B. Prefabricated Metal Flashing System: 16 gauge stainless steel type 304 flashing with 2B finish, in strict compliance with manufacturer’s fabrication requirements.
CANAL STREET HOTEL
5. Employee Dining
B. Performance Criteria
6. Roof Membrane System: Two-coat seamless reinforced hot rubberized asphalt (180 mil thick), “Liquid Membrane 6125FR” by American Hydrotech or equal
c.
4. Accounting Offices
6. Comply with requirements of ANSI A14, 13, A58.1
4. Reinforcing sheet
Description: Accessible acoustical tile will be installed in the following areas: 1. Locker/Change Areas
NAAMM "Metal Stairs Manual".
4. SSPC "Steel Structures Painting Manual, Volume 2, Systems and Specifications".
2. Water pervious filter fabric
CBT architects Cramer Brophy Tsinis Architects 141 Convent Avenue, New York NY 10031
1. Engineering/ Maintenance Shops and Offices
7) Sheet Metal Grounds
A.
Vinyl Wall covering for:
3. Accounting Offices [module 8A.6]
b. Gypsum Board Materials:
c. Façade Load = 200 pounds per linear foot Live Load = 50 pounds per square foot
C2010.003 VINYL WALL COVERING
1) Runners 2) Metal Studs
5) Resilient Channel
A.
5. Banquet Pantries [module 10.22] Functional requirements: Components:
required to conform to all fire-rating and acoustical requirements.
6) Metal Furring Strips
B30
B. C.
a. Framing Systems: Roll-formed galvanized steel, size, gauge and assembly
Description: Entry doors consist of 12 mm minimum thickness clear low-iron glass mounted into custom profile rails and ultra-narrow stiles of extruded aluminum clad with stainless steel sheet. Doors include center pivots and door closer, full-height stainless steel pulls, self-draining stainless steel threshold, swing door operator with handicap actuator and all other hardware required for a complete and serviceable assembly.
Description: a. Combines the functions of solar shading with the generation of electrical power. b. From Colt Shadovoltaic Louver Product Info Shadovoltaic describes a fixed or controllable external solar shading system that incorporates glass louvres with photovoltaic cells integrated into the glass so as to generate electricity at the same time as providing shading. The louvres are available in various colours, surface finishes, patterns and coatings to meet specific design requirements. Both monocrystalline and polycrystalline cells may be used. The photovoltaic cells may be integrated into the glass, either by attaching them onto the reverse side of the glass panels or by laminating them between two sheets of glass.
4. Food & Beverage Production- Dry Storage [module 10.14]
1. All interior partitions shall meet required STC rating. 2. All interior partitions must meet required fire ratings
3) Furring (Hat) Channels
B2070 Exterior Louvers
2. Soiled Linen Storage Sorting Room [module 11B.4] 3. Washing/ Clean Linen Storage/ Uniform Issue [modules 11B.5, 11B.10 & 11B.12]
A. Performance Requirements
B. Fixed Partitions
Description: Epoxy Paint wall finish for: 1. Locker/Change Areas [Edition module 8B.6]
GA-600: Fire Resistance Design Manual
B2050.10 Exterior Doors A.
A.
2. Provide fire-rated interior partition assemblies as required by code.
B2050 Exterior Doors and Grilles
B. Entertainment, Meeting and Events space 1. Level 3 will have a full floor outdoor space which will act as additional lounge space to be landscaped accordingly
A20
Functional Requirements: The Horizontal Photovoltaic louvers will be attached to the glass curtain wall and be operable to maximize daylighting and solar gain within the building, as well as aid in directing wind hitting the façade of the building. Each lover will be custom shaped creating to create the appearance of an undulating surface along the façade of the building. In addition to varying the dimensions of the lovers, the frequency at which they occur will be determined by the intensity of sunlight on the given façade, ranging from a spacing between 2 and 4 feet. The opacity of the glass pane will fluctuate between lovers to create a more dynamic lighting effect across the façade.
C2010.002 EPOXY PAINT
b. GA-216: Application and Finishing of Gypsum Panel Products
4) Furring Brackets
The building will be 120’ tall, with 8 floors above grade, an occupiable roof and 1 cellar floor.
A. Reception/Lobby 1. The hotel will have a ground floor lobby at the first floor with an entrance on W Broadway. The main hotel lobby and reception will be located on the first floor on the east side of the building. The ground floor and second floor will have a bar and restaurant. Floors 5, 6, 7, and 8 will have additional lounge spaces.
A.
Description: The main residential core of the building (Levels 4-8) will feature a glass curtain wall with operable photovoltaic louvers on the West, North East, and South East Façade. Unobstructed glass curtain walls with mullions will be on the North, South, and lower level exterior walls. The exposed core on level 3 in the center of the building, will be comprised of concete.
B2010.10 Curtain Wall Assemblies
1020 Project Program
A10
a. GA-214: Recommended Specification: Levels of Gypsum Board Finish
Project Summary A.
A
1. Gypsum Association (GA):
B2010 Exterior Walls
C.
Drawing Title
PPD
Components: 1. Ceramic Tile 2. Waterproof membrane 3. Crack isolation membrane 4. Tile backing panels
Gypsum Board d. ASTM C919: Standard Practice for Use of Sealants in Acoustical Applications e. ASTM C1396: Standard Specification for Gypsum Board
Drawing No. Sheet No.
APDX -001
D20
PLUMBING 3.
D2010 Domestic Water Distribution A.
Description: 1. 2.
Utility Services Domestic Cold Water System
3.
Domestic Hot Water System a.)
a.)
Toilet exhaust systems shall be installed with exhaust fans, registers, dampers and ductwork. Air exhaust shall be a minimum of 50 cfm per water closet.
b.)
A Locker Room exhaust system shall be provided for the fitness/spa locker room. Exhaust system shall be installed with exhaust fans, registers, dampers and ductwork. Air exhaust shall be a minimum of 2 cfm/sf.
Domestic hot water will be generated by gas fired storage type water heaters as described below: 1.) 2.)
4.
Toilet Exhaust Systems (Hotel Guest Rooms)
D2020 Sanitary Drainage D2025 Storm Drainage System D2026 Gas System
Utility Service
Toilet exhaust connection to riser will be accomplished utilizing a 22” sub duct for exhaust risers that exhaust upward and fire dampers where exhaust flow is downward.
c.)
Each riser will bring the toilet exhaust to the exhaust side of a central energy recovery unit.
D2030 Building Support Plumbing Systems A.
Complete cold and hot water distribution system serving all building fixtures and equipment requiring water.
Functional Requirements:
C.
Components: 1.
Commercial Kitchen Exhaust
2.
Miscellaneous
a.)
The components will consist of but not limited to piping, fittings, valves, gauges, hangers and supports, sleeves and escutcheons, insulation, etc.
a.) b.)
D3010 Facility Fuel Systems D3020 Heating Systems
B.
Description:
B.
A central hot water will produce hot water for building space heating. The plant will consist of high efficiency hot water boilers, hot water pumps and a hot water piping distribution system. The boiler plant will be located on the cellar level.
Functional Requirements: 1. A central hot water will produce hot water for building space heating. The plant will consist of high efficiency hot water boilers, hot water pumps and a hot water piping distribution system. The boiler plant will be located on the cellar level. Functional Requirements: 2.
D40
C.
Provide heating for the entrance vestibule, loading dock, stairs, etc.
e.)
Provide heat tracing system for all piping subject to freezing.
f.)
Provide secondary drip pans with float switch for all horizontal fan-coil units.
A.
A.
1.
Cooling Tower
C.
B.
Air conditioning for the different areas will be provided by air conditioning units, fan coil units, etc.
The air conditioning requirements will meet the Marriott Module 15 requirements and ASHRAE Standard 90.1-2007.
1.
Hotel Guest Room Air Conditioning System
2.
Common Hotel Area Air Conditioning System
B.
The ventilation for the different areas will be provided by dedicated outside air conditioning units, exhaust fans, etc.
C.
Components: 1.
a.)
b.) 2.
Each hotel room will be supplied with tempered and dehumidified ventilation air at 35 cfm from central ventilation air handling units with energy recovery. Corridors will be supplied with 100% outdoor air from central corridor ventilation units with energy recovery at 2 air changes per hour.
Central Ventilation Air Handling Units with Energy Recovery (Hotel Corridors and Hotel Guest Rooms)
The Fire Alarm System will be connected to the Central Monitoring Station.
g.)
Ensure a fire alarm speaker is installed in all guestroom sleeping areas for general alarm notification purposes. Hearing-impaired guestrooms must have a speaker/strobe in the sleeping area and a single strobe in the bathroom. The strobe must be programmed to activate upon local and general alarm.
h.)
Install magnetic door hold open devices for all meeting room/ballroom entry doors serving the public corridor. The magnetic door hold open devices must be monitored by the fire alarm control panel and release upon general fire alarm with its associated zone.
i.)
Provide signal circuit and auxiliary function disconnect capability by individual disconnect/disabled buttons at the fire alarm control panel for the following:
A.
2.
Separate circuits will be provided for hotel room fan coil units.
3.
Utility receptacle outlets for cleaning purposes and the like in public halls spaced no more than 50 feet apart.
4.
Individual appliance outlet for each ice machine and vending machines in hotel floor common spaces where required.
Description: 1.
Lighting fixtures shall be furnished and installed throughout the project. All lighting fixtures and lighting control systems comply with the Energy Codes having jurisdiction.
D5030 General Purpose Electrical Power Description: 1. C.
This building contains several occupancies that will be designed for each separately in each fire rated area.
1.
General convenience receptacles on code prescribed spacing will be provided in each hotel room including ground-fault interrupting protection on bathroom receptacle(s).
2.
Separate circuits will be provided for hotel room fan coil units.
3.
Utility receptacle outlets for cleaning purposes and the like in public halls spaced no more than 50 feet apart.
4.
Individual appliance outlet for each ice machine and vending machines in hotel floor common spaces where required.
1.
Lighting consultant / others will specify all indoor and outdoor lighting for all areas other than “back-of-house", for the project.
b.)
Emergency lighting will be provided in stairs.
c.)
All lighting fixtures shall be in compliance with New York State Energy Code.
Bernard & Anne Spitzer School of Architecture 141 Convent Avenue New York, NY 10031 Contact: Martin Stisgaard Project Team Architects Ryan Cramer Patrick Brophy Lubov Tsinis Structural Consultants Ciro Cuono Dominick Pilla Sustainability Consultant Ahu Aydogan Zoning Consultant Brian Gillen MEP Consultant Curt Rohner
Landscape Consultant Taewook Cha Spec Consultant Jeff Feingold Cost Estimating Consultant Dave Miller
No.:
Drawn By Approval By Issued Date Scale
Date:
Revision:
Date Date
Fire Alarm a.)
B.
Client Representative:
Lighting fixtures shall be furnished and installed throughout the project. a.)
Description: 1.
386 Canal Street New York, NY 10013
Lighting fixtures shall be furnished and installed throughout the project. All lighting fixtures and lighting control systems comply with the Energy Codes having jurisdiction.
D5080 Miscellaneous Electrical Systems A.
Ensure all fire alarm devices correspond with the permanent guestroom room number signage and stair signage.
CANAL STREET HOTEL
Design Consultant Martin Stigsgaard
Description: 1.
3.
Speaker/Strobe (Audible/Visual). Magnetic Door Hold Open Devices. Elevator Recall. Stair Pressurization/HVAC.
CBT architects Cramer Brophy Tsinis Architects 141 Convent Avenue, New York NY 10031
Lighting Consultant Peihing Tsai
Components:
A.
Sprinkler demand will be calculated based on occupancy and use classification indicated in the New York City Building laws, as follows: Light Hazard - Hotel rooms, corridors, gymnasium, restaurant seating area, and lobbies, are designed for a density of 0.10 GPM/Sq. Ft. /minimum per apartment or in 1500 sq. ft. Quick response heads to be installed in light hazard areas.
General convenience receptacles shall be provided as required based on architectural furniture plans.
D5040 Lighting
Fire Standpipes and Combination Fire/Sprinkler standpipe and sprinkler risers are located within fire rated stair enclosures. At each floor level at stair landing, there is a fire hose valve, sprinkler connection with branch valve and tamper switch, water flow alarm indicator and inspector’s test connection
1.) 2.) 3.) 4.)
General convenience receptacles on code prescribed spacing will be provided in each hotel room including ground-fault interrupting protection on bathroom receptacle(s).
D5040 Lighting
The source of supply for the low-zone standpipe system is via a 1000 GPM Automatic Fire pump located in Cellar C-2. The automatic fire pump is supplied by one 6” fire service from 7th Avenue and one 6” fire service from 45th Street. The high-zone and low-zone standpipe systems are interconnected in the Cellar C-2 level. The high-zone is furnished with fire reserve tank capacity of 30,000 gallons, 15,000 gallons in two tanks, and special service fire pump. Primary water supply for each tank is supplied by a dedicated tank fill line that feeds the building domestic water system also. The special service fire pump for high-zone is located on Mech level 1 of the hotel. The pump is rated at 750 GPM and will pressure boost the upper portion of the combined fire standpipe/sprinkler system.
An addressable manual and automatic Fire Alarm System will be provided for the building as required by the New York City Building Code,
Key Plan
Components: SITE
b.)
C.
Hotel guest room air conditioning system
1.
The Fire standpipes and combination standpipe/sprinkler systems are provided as per 2008 NYC Building code Chapter 9, Appendix Q, NFPA 13, 2002 edition and NFPA 14, 2003 edition. The facility consists of two zones: high-zone and lowzone. This building is R-1 occupancy. Marriot Design standards are to be provided in accordance with local codes. Fire pump to be connected to emergency power system.
Description:
Functional Requirements:
f.)
Components:
A.
a.) 1.
C.
Functional Requirements:
D3060 Ventilation
B.
Generator, fire pumps and fire water storage tanks (if required for this project) will be monitored by the fire alarm system via addressable modules.
General convenience receptacles shall be provided as required based on architectural furniture plans.
Description: 1.
1.
A.
e.)
The stairs will be provided with a stair pressurization system. Each stair will have two (2) fans located on the 10th floor mechanical room and the roof mechanical room.
Description:
D4030 Fire Protection Specialties A.
Components:
Emergency voice/alarm communication devices will be provided at elevator lobbies, corridors, rooms and tenant spaces exceeding 1,000 square feet, hotel guest rooms, areas of rescue assistance and stairwells.
The electric power distribution system shall include all the elements necessary to conduct electricity in an approved, safe manner to all lighting fixtures, air conditioning equipment, sanitary equipment, kitchen equipment, elevators, appliance outlets, and signal and communication equipment.
Components: 1.
Functional Requirements: 1.
d.)
D5030 General Purpose Electrical Power
Functional Requirements:
Cooling for the building will be from a central refrigeration plant that will generate chilled water for delivery to the hotel and support portions of the building.
Description: 1.
B.
1.
Description: 1.
Components: 1.
ADA compliant strobes will be provided in common use and public areas and large mechanical and electrical rooms, and selected hotel guest rooms.
Description:
Ventilation for switchboard and transformer rooms, pump rooms, emergency generator and mechanical rooms shall be provided. Provide exhaust systems for locker rooms, electrical rooms, employee cafeteria, laundry chute room, housekeeping, vending rooms, etc.
D3050 Facility HVAC Distribution Systems A.
A.
D4010 Fire Protection
Functional Requirements: 1.
c.)
The mechanical pressurize stairwells are in compliance with The Life Safety Code, NFPA 101. The stair pressurization system must have a pressure difference across the barrier of not less than .05 in. water column.
D5020 Electrical Service and Distribution
FIRE PROTECTION
A central hot water boiler will produce hot water for building space heating.
Cooling for the building will be from a cooling tower placed on the roof level mechanical space
Sprinkler system water-flow switches and tamper switches will be connected to the fire alarm system via addressable monitoring modules for alarm and trouble indication.
ELECTRICAL
Elevator machine rooms will be mechanically cooled and smoke venting will be provided with exhaust fan controlled by smoke detector.
d.)
Description: 1.
B.
D50
Kitchen exhaust and mechanical equipment will be located directly above kitchen on level 2 and comply with all standards for ventilation.
c.)
D3030 Cooling Systems A.
Manual pull stations will be provided not more than 5 feet from entrance to each exit.
b.)
Stair Pressurization
1. 1.
HEATING, VENTILATION AND AIR CONDITIONING (HVAC)
1.
a.)
A manual override is required.
a.)
A.
B.
A.
3.
Description: 1.
D30
A toilet air riser for each toilet shall extend vertically through the floors and ventilate each toilet. Each toilet room will be provided with a two position constant airflow regulator (CAR) damper which will exhaust 50 cfm in the high flow mode and 25 cfm in the low flow mode. The high mode will be initiated when the bathroom lights are turned on.
b.)
Description: 1.
Manual fire alarm pull stations must not activate the smoke exhaust system.
b.)
2 heaters at cellar level for floors C through 3 2 heaters at roof level for floors 4-8
a.)
A.
a.) b.)
Toilet Exhaust System (Public)
Ordinary Hazard (Group 1) - Storage, commercial kitchen, and mechanical rooms are designed for a density of 0.15 GPM/Sq. Ft. / minimum in 1,500 sq. ft.
Components: 1.
Sprinklers specified for different hazard areas shall not be mixed in the same fire area.
2.
Smoke Exhaust a.)
The smoke control systems comply with Marriott Design Standards Module 14, NFPA 92, and NYC Building Code 2008 Section 909 for life safety purposes.
b.)
Mechanical smoke exhaust is required in all public areas, including the guestroom corridors, pre-function, meeting rooms, ballrooms, lobby, restaurant, nightclub, etc. to comply with Marriott Module 14 and NYC Building Code 2008 section 909 Smoke Control System in its entirety. A manual post fire smoke purge system is not acceptable.
a.)
100% outdoor air ventilation unit will be located on the roof.
b.)
Units will provide ventilation air to hotel guest rooms and hotel corridors.
c.)
Each central ventilation air unit will be an energy recovery units with supply fan, exhaust fan, enthalpy wheel for energy recovery, MERV 13 filter (with MERV 8 pre-filter), VFD’s for supply and exhaust fans, cooling coil and heating coil with freeze protection circulation pump.
b.)
The smoke exhaust system must activate by both area smoke detectors and water flow alarms-independent from each other on guestroom floors. On non-guestroom floors, the smoke exhaust system must activate by area smoke detectors.
d.)
Unit shall exchange sensible and latent heat between outside air and toilet exhaust.
c.)
The smoke exhaust system for the different spaces can be achieved by a series of exhaust fans located at the floor. The fans will connect to a plenum that will connect to a louver. The exhaust fans will be emergency power system.
d.)
The air intake for the smoke exhaust system will be through either motor operated louvers located or make-up air fans and will be on emergency power system.
1.
Fire Alarm a.)
All fire alarm system cabling will be installed in conduit, except where permitted by Code. Minimum conduit size shall be 3/4”. Risers shall be
a.)
The main fire alarm control panel (FACP) will be located at the main entrance lobby the main fire alarm control panel is installed in an area monitored by a hotel personnel at all times. In addition, the systems will consist of a remote annunciators, Data Gathering Panels, manual pull stations, area and duct smoke detectors, heat detectors, audible (speakers) and visible (strobes) devices, two-way fire department communication devices, auxiliary devices and equipment’s and all interconnected wiring.
b.)
Area smoke detectors are required in all public common areas for mechanical smoke exhaust activation such as lobbies, restaurant, meeting room/ballroom, public corridors, etc.
c.)
Area smoke detectors will be provided in top of elevator shafts, elevator machine rooms, and all mechanical, electrical and telephone equipment rooms. Weatherproof type fire alarm devices are required in all unconditioned areas.
d.)
Ensure all guestroom smoke detectors are system photoelectric type with sounder bases. The smoke detectors must only sound a local alarm and report back to the fire alarm panel with the exact location. Duct mounted smoke detectors will be provided for the air distribution system per NYC Mechanical Code.
e.)
N Drawing Title
PPD
Drawing No. Sheet No.
APDX -002
CANAL STREET HOTEL 386 Canal Street, New York, NY 10013 CBT Architects
Date:
GSF Description 1 2
40,917
Quantity
DEMOLITON Demo of existing site contents
Unit 1
ls
Total $
100,000.00
Subtotal Trades
GSF % Trade Cost
$/SF
98 99
100,000
8 9
101
$
102
100,000
13,265 sf 3,866 sf
20.00 20.00
265,300 77,320
100,000.00
100,000
106
1 allowance
109
included included
110 12
15
113
SITE CONSTRUCTION
$
1,749
cy
250.00
437,130
22 cy 111 cy 338.52 cy
500.00 750.00 500.00
11,144 83,583 169,259
9 cy 47 cy
750.00 450.00
7,072 21,217
120 121
125 127 128 129
End Trade
45 46 47
EXCAVATION AND FOUNDATION
$
VERTICAL TRANSPORTATION Eleveators Passenger elevator #1 Passenger elevator #2 Cab allowance per elevator Service Elevators
10 10 3 10
stops stops ea ea
25,000.00 25,000.00 15,000.00 20,000.00
2.24%
386 Canal Street New York, NY 10013
250,000 250,000 45,000 200,000
Client Representative: Bernard & Anne Spitzer School of Architecture 141 Convent Avenue New York, NY 10031 Contact: Martin Stisgaard
End Trade VERTICAL TRANSPORTATION
$
FIRE PROTECTION Fire Protection
745,000
$18.21
4.08%
40,917
gsf
4.50
184,127
40,917 40,917
gsf gsf
20.00 7.00
818,340 286,419
184,127
$4.50
1.01%
End Trade FIRE PROTECTION
Project Team
PLUMBING Plumbing - rough work, service and connections Plumbing - Fixtures
Architects Ryan Cramer Patrick Brophy Lubov Tsinis
End Trade
131
729,406
132 133
STRUCTURAL FRAME
PLUMBING
1,104,759
$27.00
6.06%
134
Concrete Frame Poured in place concrete slabs Concrete columns Concrete beams Cast in place stairs Misc concrete Concrete pads for mech equipment Concrete curbs
40,917 included included included 40 1 1
GSF cy cy cy flights
75.00
4,500.00
3,068,775 180,000
ls ls
5,000.00 2,500.00
5,000 2,500
135 137 138 139 140
40,917
gsf
35.00
1,432,095
Cooling Tower - Closed Circuit - Couterflow 227 MBH Boiler Heat Pumps In Each Room Duct Work for Outside Air and Exhaust Air
Sustainability Consultant Ahu Aydogan
141
End Trade
142 143 144
Steel Frame Schematic estimate
Structural Consultants Ciro Cuono Dominick Pilla
HVAC
136
48 49
CANAL STREET HOTEL $10.00
130
39
44
409,170
124
37
43
$
End Trade
123
35
41
920,633
126
34
42
$
409,170
122
33
40
10.00
119
excluded
Soil remediation
32
38
gsf
SPECIALTIES
117 118
Excavation and support of excavation Foundations Strip Footing: Foundation Wall Slab on Grade Core Walls Footing @ Walls
31
36
40,917
116
EXCAVATION AND FOUNDATION
23 24 25 26 27 28 29 30
SPECIALTIES Specialties
CBT architects Cramer Brophy Tsinis Architects 141 Convent Avenue, New York NY 10031
115
21 22
Notes
114
442,620
19 20
111 112
End Trade
16
% Trade Cost
$/SF
107
17 18
Subtotal Trades
End Trade INTERIOR PARTITIONS AND FINISHES
105
108
Landscaping Trees Seating @ 3rd floor
14
Total $
103
11 12
SUMMARY
ESTIMATE DETAIL $/Unit
104
SITE CONSTRUCTION Pavers @ Ground Floor Pavers @ 3rd Floor
13
Unit
100
End Trade DEMOLITON
7
10
40,917
Quantity
10-Dec-2014
97
5 6
Description
Notes
3 4
Date:
SUMMARY
ESTIMATE DETAIL $/Unit
CANAL STREET HOTEL 386 Canal Street, New York, NY 10013 CBT Architects
10-Dec-2014
HVAC
1,432,095
Schematic estimate
Page 1 of 4
$35.00
Zoning Consultant Brian Gillen
7.85%
Page 3 of 4
MEP Consultant Curt Rohner Lighting Consultant Peihing Tsai CANAL STREET HOTEL 386 Canal Street, New York, NY 10013 CBT Architects
Date:
GSF Description 51 52 53
40,917
Quantity 409 w/above included included
Beams, Columns, bracing - including connections Hat Truss Metal Deck Concrete on Metal Deck
50
Unit tons tons
Total $ 3,273,360 -
Subtotal Trades
% Trade Cost
$/SF
56
Spray Fireproofing Intumescent Paint @ Hat Truss
147 148 149
40,917 gsf 1 allowence
59 60 61
1
40,917 20
Metal Pan Stairs Concrete fill at metal stairs OSHA Protection
included 40,917
gsf flights
0.75
30,688 300,000
2.50 5,000.00
102,293 100,000
1.25
51,146
50,000.00 35,000.00
50,000 35,000
150
64
Decorative Interior Stair Decorative Interior Stair
gsf
1 each 1 each
152
STRUCTURAL FRAME
155
71 72 73 74 75 76
157
40,917 40,917 40,917 40,917
gsf gsf gsf gsf
18.00 5.00 5.00 3.00
ELECTRICAL
TOTAL DIRECT WORK DESIGN CONTINGENCY (10%)
Subtotal Trades
$/SF
160
7,198,762
$175.94
39.46%
GENERAL CONDITIONS
1,268,427
$31.00
6.95%
18,240,982
$445.80
100.00%
OVERHEAD AND PROFIT
8.00%
1,678,170 22,655,300
15.00%
3,398,295 26,053,595
10.00%
2,605,359 28,658,954
Subtotal
125.00 125.00 225.00 100.00 125.00 100,000.00
Design Consultant Martin Stigsgaard
No.:
165
sf sf sf sf sf each
Spec Consultant Jeff Feingold
166
636,750 2,184,875 259,425 151,100 96,000 100,000
Date:
Revision:
162 164
5,094 17,479 1,153 1,511 768 1
Notes
Cost Estimating Consultant Dave Miller
736,506 204,585 204,585 122,751
2,736,147 20,977,129
Subtotal
161 163
Exterior Wall Concrete Exterior Wall 9 " Shear Core Wall - Concrete 12" Curtain Wall CurtainWall Clear Glass Store Front Exterior Glass Panel with Ralining- Roof Level Premium for Louvers @ Exterior
% Trade Cost
159
$
CONSTRUCTION CONTINGENCY Subtotal
167
Drawn By Approval By Issued Date Scale
168 169
ESCALATION
Excluded
28,658,954
Subtotal
170 171
Date Date
172
77
173
End Trade
TOTAL CONSTRUCTION COST
28,658,954
79 80
Total $
15.00% Subtotal
158
EXTERIOR WALL
78
$/Unit
156
69 70
Unit
154
67 68
ELECTRICAL Electrical - Service and Distribution Electrical - Light Fixtures Low Voltage and IT Security
153
65 66
Quantity
SUMMARY
ESTIMATE DETAIL
151
62 63
40,917
145 146
57 58
Description
Notes
10-Dec-2014
Landscape Consultant Taewook Cha GSF
54 55
Date:
SUMMARY
ESTIMATE DETAIL $/Unit 8,000.00
CANAL STREET HOTEL 386 Canal Street, New York, NY 10013 CBT Architects
10-Dec-2014
EXTERIOR WALL
$
3,428,150
$83.78
$700.42
Key Plan
18.79%
81 82
ROOFING AND WATERPROOFING
83 84 85 86 87
Roofing Membrane Roof Top Outdoor Lounge Open - Qty 1 Outdoor Longes Covered - Qty 3
SITE
5,476 547 1,368
sf sf sf
35.00 45.00 45.00
191,660 24,615 61,560
40,917 included included
gsf sf sf
22.50
920,633 -
88
End Trade
89 90 91
ROOFING AND WATERPROOFING
$
277,835
$6.79
N
1.52%
92 93 94 95 96
INTERIOR PARTITIONS AND FINISHES Interior Partitions and finsihses Interior Partitions- 4 7/8" Partition (1-hr) - Drywall w/ Metal Stud Interior Partitions- 6 1/8" Partition (2-hr) - Drywall w/ Metal Stud
Schematic estimate
Drawing Title Page 2 of 4
Schematic estimate
Page 4 of 4
COST ESTIMATE
Drawing No. Sheet No.
APDX -003