Comprehensive Design - 2014

CBT architects

CANAL STREET HOTEL386 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

CANAL STREET HOTEL386 Canal StreetNew York, NY 10013

Client Representative:

Bernard & Anne Spitzer School of Architecture141 Convent AvenueNew York, NY 10031Contact: Martin Stisgaard

Project Team

ArchitectsRyan CramerPatrick BrophyLubov Tsinis

Structural ConsultantsCiro CuonoDominick Pilla

Sustainability ConsultantAhu Aydogan

Zoning ConsultantBrian Gillen

MEP ConsultantCurt Rohner

Lighting ConsultantPeihing Tsai

Landscape ConsultantTaewook Cha

Spec ConsultantJeff Feingold

Cost Estimating ConsultantDave Miller

Design ConsultantMartin Stigsgaard

No.: Date: Revision:

CBT architectsCramer Brophy Tsinis Architects141 Convent Avenue, New York NY 10031

Drawn By DateDateApproval By

Issued DateScale

Key Plan

Drawing Title

Drawing No.

Sheet No.

N

SITE

TITLE SHEET& GENERAL NOTES

A-001.00

SHEET LIST 1A-001

ADA REQUIREMENTS & LOCAL LAW DIAGRAMS 2A-001

SYMBOLS 3A-001

NOTES 4A-001

A-001.00 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 SOUTH CORNER ELEVATION

A-30.00 6TH AVENUE SECTION

A-30.00 WEST BROADWAY SECTION

A-401.00 TYPICAL ROOM PART PLANS & ELEVATIONS

A-501.00 CORE STAIR DETAIL

A-50.00 RESTAURANT STAIR DETAIL

A-50.00 CURTAIN WALL SECTION A-50.00 CURTAIN WALL SECTION DETAIL6 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

APDX 3

SUSTAINABILITY DIAGRAMS

APDX 4

MEP DIAGRAM

APDX 5

MODEL PHOTOGRAPHS

APDX 6

RENDERINGS

APDX 7

STUDY MODELS

PDD & COST ESTIMATE

A

1A-401

3

4A-401

ELEVATION MARKER

SECTION CUT LINE

STRUCTURAL COLUMN GRID

ROOM LABEL & TAG

FINISHED FLOOR ELEVATION MARKER

EXTERIOR ELEVATION MARKER

DOOR TAG

DIMENSION LINE

DETAIL DRAWING CALL OUT

INTERIOR ELEVATION MARKER

NOTE: GC TO REFER TO INDIVIDUAL SHEETS FOR EXPANDED SYMBOL KEYS INDICATING FINISH MATERIALS, LIGHTING FIXTURES, ECT.




Project Team














Issued DateScale

Key Plan

Drawing Title

Drawing No.

Sheet No.

N

SITE

Patrick Brophy 12.12.14

1 : 1/16

DEMOLITIONPLAN




Project Team













Issued DateScale

Key Plan

Drawing Title

Drawing No.

Sheet No.

N

SITE

Patrick Brophy

1 : 1

D-101.00

6th

AV

EN

UE

CANAL STREET

WES

T BR

OAD

WAY

59'-0 516 "

1-' 617 16

"

65'-8

316

"

6'-7 116 "

109'

-91 8"

MTA Bus Shelterto be repositioned(Verify with MTA)

Remove andpreserve alltrees for reuse

Billboard mounted onbuilding to bedemolished with building

Remove allplanters andpaving

Remove andpreserve alltrees for reuse

PLP

L

24'-5

1 16"

24'-058"

24'-9 716 " Remove one story

masonry building

Property Line

Remove all of sidewalkto be replaced by pavers

Construction fence

YORK STREET




Project Team














Issued DateScale

Key Plan

Drawing Title

Drawing No.

Sheet No.

N

SITE

SCALE: 1 = 1/16


1 : 1/16

SITE PLAN




Project Team













Issued DateScale

Key Plan

Drawing Title

Drawing No.

Sheet No.

N

SITE

SITE PLAN

SCALE: 1 = 1/

1A-101

Patrick Brophy

1 : 1

1A-10

A-101.00

6th

AV

EN

UE

CANAL STREET

WES

T BR

OAD

WAY

GC TO SEE SHEET L-101 FOR PAVER PATTERN




Project Team














Issued DateScale

Key Plan

Drawing Title

Drawing No.

Sheet No.

N

SITE

SCALE: 1 = 1/8

GROUND FLOOR PLAN

SCALE: 1 = 1/8


1 : 1/8

CELLAR & GROUND FLOOR PLANS




Project Team













Issued DateScale

Key Plan

Drawing Title

Drawing No.

Sheet No.

N

SITE

CELLAR LEVEL PLAN

SCALE: 1 = 1/8

1A-102 SCALE: 1 = 1/8

Patrick Brophy

1 : 1/8

2A-102

1A-102

A-102.00

2A-503

1A-402




Project Team














Issued DateScale

Key Plan

Drawing Title

Drawing No.

Sheet No.

N

SITE

SECOND FLOOR PLAN

SCALE: 1 = 1/8

THIRD FLOOR PLAN

SCALE: 1 = 1/8


1 : 1/8

SECOND & THIRDFLOOR PLANS

A-103.002

A-1032

A-103

2A-503




Project Team














Issued DateScale

Key Plan

Drawing Title

Drawing No.

Sheet No.

N

SITE

FOURTH FLOOR FINISH PLAN

SCALE: 1 = 1/8

FIFTH FLOOR PLAN WITH FURNITURE

SCALE: 1 = 1/8


1 : 1/8

FOURTH & FIFTH FLOOR PLANS

A-104.001

A-1042

A-104




Project Team














Issued DateScale

Key Plan

Drawing Title

Drawing No.

Sheet No.

N

SITE

SIXTH FLOOR PLAN

SCALE: 1 = 1/8

SEVENTH FLOOR PLAN

SCALE: 1 = 1/8

11.6.14


1 : 1/8

SIXTH & SEVENTHFLOOR PLANS

A-105.001

A-1052

A-105

1A-501




Project Team














Issued DateScale

Key Plan

Drawing Title

Drawing No.

Sheet No.

N

SITE

EIGTH FLOOR PLAN

SCALE: 1 = 1/8

ROOF FLOOR PLAN

SCALE: 1 = 1/8

11.6.14


1 : 1/8

EIGTH & ROOF FLOOR PLANS

A-106.001

A-1062

A-106




Project Team














Issued DateScale

Key Plan

Drawing Title

Drawing No.

Sheet No.

N

SITE

GROUND FLOOR RCP

SCALE: 1 = 1/8

TYPICAL ROOM FLOOR RCP

SCALE: 1 = 1/8


1 : 1/8

REFLECTED CEILING PLANS

A-107.001

A-1072

A-107

2A-401

8 5 AFF

7 5 AFF

8 5 AFF7 5 AFF

8 5

AFF

7 5

AFF

2A-402

5 0

CANAL STREET HOTEL386 Canal Street

New York, NY 10013


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: Revision:

CBT architectsCramer Brophy Tsinis Architects

141 Convent Avenue, New York NY 10031

Drawn By Date

DateApproval By

Issued Date

Scale

Key Plan

Drawing Title

Drawing No.

Sheet No.

N

SITE

R. CRAMER 12/09/14

M. STIGSGAARD

08/28/14

1/8 = 1

WEST BROADWAY

ELEVATION

1WEST BROADWAY ELEVATION

1/8 = 1

120X12 GLAZED OPENING

12 REINFORCED CONCRETE WALL

WITH 4 PARAPET

Level 1

0' - 0"

Level 2

10' - 0"

Level 3

20' - 0"

Level 4

40' - 0"

Level 5

50' - 0"

Level 6

60' - 0"

Level 7

70' - 0"

Level 8

80' - 0"

Roof Level

90' - 0"

Mechanical Level

100' - 0"

Hat Truss

110' - 0"

I J K L 3

A-201.00

4X10 ALUMINUM AND GLASS PANEL CURTAIN WALL SYSTEM

CENTRAL CORE: 12 CONCRETE WITH EMBEDDED STEEL

COLUMNS CONNECTED TO HAT TRUSS


42 ALUMINUM AND GLASS GUARDRAIL

POLYVINYL CHLORIDE ELECTRONICALLY OPERABLE

SOLAR LOUVER SYSTEM

STEEL W12X26 I BEAM HAT TRUSS STRUCTURAL

SYSTEM


New York, NY 10013



141 Convent Avenue

New York, NY 10031


Project Team

Architects

Ryan Cramer

Patrick Brophy

Lubov Tsinis


Ciro Cuono

Dominick Pilla


Ahu Aydogan

Zoning Consultant

Brian Gillen

MEP Consultant

Curt Rohner

Lighting Consultant

Peihing Tsai


Taewook Cha

Spec Consultant

Jeff Feingold


Dave Miller

Design Consultant

Martin Stigsgaard




Drawn By Date

DateApproval By

Issued Date

Scale

Key Plan

Drawing Title

Drawing No.

Sheet No.

N

SITE

R. CRAMER 12/09/14

M. STIGSGAARD

08/28/14

1/8 = 1

CANAL STREET

ELEVATION1

CANAL STREET ELEVATION

1/8 = 1

Level 1

0' - 0"

Level 2

10' - 0"

Level 3

20' - 0"

Level 4

40' - 0"

Level 5

50' - 0"

Level 6

60' - 0"

Level 7

70' - 0"

Level 8

80' - 0"

Roof Level

90' - 0"

Mechanical Level

100' - 0"

Hat Truss

110' - 0"

3 M N O P Q

A-202.00



WITH 4 PARAPET







SOLAR LOUVER SYSTEM


SYSTEM


New York, NY 10013



141 Convent Avenue

New York, NY 10031


Project Team

Architects

Ryan Cramer

Patrick Brophy

Lubov Tsinis


Ciro Cuono

Dominick Pilla


Ahu Aydogan

Zoning Consultant

Brian Gillen

MEP Consultant

Curt Rohner

Lighting Consultant

Peihing Tsai


Taewook Cha

Spec Consultant

Jeff Feingold


Dave Miller

Design Consultant

Martin Stigsgaard




Drawn By Date

DateApproval By

Issued Date

Scale

Key Plan

Drawing Title

Drawing No.

Sheet No.

N

SITE

R. CRAMER 12/09/14

M. STIGSGAARD

08/28/14

1/8 = 1

NORTHWEST FACADE

ELEVATION

1NORTHWEST FACADE ELEVATION

1/8 = 1

Level 1

0' - 0"

Level 2

10' - 0"

Level 3

20' - 0"

Level 4

40' - 0"

Level 5

50' - 0"

Level 6

60' - 0"

Level 7

70' - 0"

Level 8

80' - 0"

Roof Level

90' - 0"

Mechanical Level

100' - 0"

Hat Truss

110' - 0"

4 1

A-203.00


WITH 4 PARAPET






SYSTEM

R. CRAMER 12/09/14

M. STIGSGAARD

08/28/14

1/8 = 1

6TH AVENUE

ELEVATION1

6TH AVENUE ELEVATION

1/8 = 1


New York, NY 10013



141 Convent Avenue

New York, NY 10031


Project Team

Architects

Ryan Cramer

Patrick Brophy

Lubov Tsinis


Ciro Cuono

Dominick Pilla


Ahu Aydogan

Zoning Consultant

Brian Gillen

MEP Consultant

Curt Rohner

Lighting Consultant

Peihing Tsai


Taewook Cha

Spec Consultant

Jeff Feingold


Dave Miller

Design Consultant

Martin Stigsgaard




Drawn By Date

DateApproval By

Issued Date

Scale

Key Plan

Drawing Title

Drawing No.

Sheet No.

N

SITE

Level 1

0' - 0"

Level 2

10' - 0"

Level 3

20' - 0"

Level 4

40' - 0"

Level 5

50' - 0"

Level 6

60' - 0"

Level 7

70' - 0"

Level 8

80' - 0"

Roof Level

90' - 0"

Mechanical Level

100' - 0"

Hat Truss

110' - 0"

A B C D E F G H

A-204.00



WITH 4 PARAPET







SOLAR LOUVER SYSTEM


SYSTEM

METAL LOUVERED VENTS 24X24


New York, NY 10013



141 Convent Avenue

New York, NY 10031


Project Team

Architects

Ryan Cramer

Patrick Brophy

Lubov Tsinis


Ciro Cuono

Dominick Pilla


Ahu Aydogan

Zoning Consultant

Brian Gillen

MEP Consultant

Curt Rohner

Lighting Consultant

Peihing Tsai


Taewook Cha

Spec Consultant

Jeff Feingold


Dave Miller

Design Consultant

Martin Stigsgaard




Drawn By Date

DateApproval By

Issued Date

Scale

Key Plan

Drawing Title

Drawing No.

Sheet No.

N

SITE

R. CRAMER 12/09/14

M. STIGSGAARD

08/28/14

1/8 = 1

SOUTH FACADE

ELEVATION

A-205.00

1SOUTH FACADE ELEVATION

1/8 = 1

Level 1

0' - 0"

Level 2

10' - 0"

Level 3

20' - 0"

Level 4

40' - 0"

Level 5

50' - 0"

Level 6

60' - 0"

Level 7

70' - 0"

Level 8

80' - 0"

Roof Level

90' - 0"

Mechanical Level

100' - 0"

Hat Truss

110' - 0"

H I


SYSTEM





CONCRETE STAIR: 7RISE, 11 TREAD

Level 1

0' - 0"

Level 2

10' - 0"

Cellar

-10' - 0"

Level 3

20' - 0"

Level 4

40' - 0"

Level 5

50' - 0"

Level 6

60' - 0"

Level 7

70' - 0"

Level 8

80' - 0"

Roof Level

90' - 0"

Mechanical Level

100' - 0"

Hat Truss

110' - 0"

Guestroom

405

Guestroom

505

Guestroom

604

Guestroom

705

Guestroom

805

Rooftop Bar

R-01

Guestroom

401

Guestroom

501

Guestroom

601

Outdoor Lounge

701

Guestroom

801

Balcony

604A

Balcony

705A

Balcony

805A

Balcony

405A

Balcony

505A


New York, NY 10013



141 Convent Avenue

New York, NY 10031


Project Team

Architects

Ryan Cramer

Patrick Brophy

Lubov Tsinis


Ciro Cuono

Dominick Pilla


Ahu Aydogan

Zoning Consultant

Brian Gillen

MEP Consultant

Curt Rohner

Lighting Consultant

Peihing Tsai


Taewook Cha

Spec Consultant

Jeff Feingold


Dave Miller

Design Consultant

Martin Stigsgaard




Drawn By Date

DateApproval By

Issued Date

Scale

Key Plan

Drawing Title

Drawing No.

Sheet No.

N

SITE

R. CRAMER 12/09/14

M. STIGSGAARD

08/28/14

1/8 = 1

WEST BROADWAY

SECTION

A-301.00

1WEST BROADWAY SECTION

1/8 = 1



12 CONCRETE SLAB

12X12 CONCRETE COLUMN

12 CONCRETE FOUNDATION WALL

24 CONCRETE SLAB ON GRADE FOUNDATION


SYSTEM

W12X26 STEEL HANGERS

W12X26 STEEL FRAMING SYSTEM


New York, NY 10013



141 Convent Avenue

New York, NY 10031


Project Team

Architects

Ryan Cramer

Patrick Brophy

Lubov Tsinis


Ciro Cuono

Dominick Pilla


Ahu Aydogan

Zoning Consultant

Brian Gillen

MEP Consultant

Curt Rohner

Lighting Consultant

Peihing Tsai


Taewook Cha

Spec Consultant

Jeff Feingold


Dave Miller

Design Consultant

Martin Stigsgaard




Drawn By Date

DateApproval By

Issued Date

Scale

Key Plan

Drawing Title

Drawing No.

Sheet No.

N

SITE

R. CRAMER 12/09/14

M. STIGSGAARD

08/28/14

1/8 = 1

6TH AVENUE SECTION

A-302.00

16TH AVENUE SECTION

1/8 = 1



12 CONCRETE SLAB

12X12 CONCRETE COLUMN

12 CONCRETE FOUNDATION WALL

24 CONCRETE SLAB ON GRADE FOUNDATION


SYSTEM

W12X26 STEEL HANGERS

W12X26 STEEL FRAMING SYSTEM

3 12 CONCRETE SLAB TERRACES




Project Team














Issued DateScale

Key Plan

Drawing Title

Drawing No.

Sheet No.

N

SITE

17 43 06 4

8 0

16 6

5 3 2 68 9

16 3

8 57 5

TYPICAL ROOM REFLECTED CEILING PLAN

SCALE: 1 = 1/2

TYPICAL ROOM WEST ELEVATION

SCALE: 1 = 1/2

TYPICAL ROOM EAST ELEVATION

SCALE: 1 = 1/2

TYPICAL ROOM NORTH ELEVATION

SCALE: 1 = 1/2

TYPICAL ROOM PLAN

SCALE: 1 = 1/2

12.12.14


1 : 1/2

TYPICAL ROOM PLAN & ELEVATION

HEATPUMP

HEATPUMP

75 AFF85 AFF

TILE

CARPET

POINT LIGHT

VENTILATION

LED STRIP LIGHT

5 05 0

5 0

1A-401

2A-401

3A-401

4A-401

5A-401

8 5

A-401.00

3

4A-401

EXTERIOR LOUVER

GYPSUM ENCASED COLUMN

EXTERIOR GLAZING

WOOD FRAMING

LINE OF SOFFIT

WOOD DOOR

GYPSUM WALL

SLIDING WOOD DOOR CLOSET

LINE OF COLUMN BEYOND

RUBBER BASE

VANITY LIGHTING

EXTERIOR WINDOW BEYOND

MIRROR

MARBLE VANITYSTAINLESS STEEL SINK

GYPSUM

CARPETING

INTERIOR GYPSUM WALL

LED COVE LIGHTING

5A-401

5A-501

0'

- 11

3 /4"

3' - 2 3/32"

3'

-

0"

4'

- 3

7/32"

0

'

-

6

2

1

/

3

2

"

Level 10' - 0"

A-5013

7' - 3"

5

'

-

0

"

0

'

-

6

2

1

/

3

2

"

Level 10' - 0"

Level 210' - 0"

5A-501

0

'

-

6

2

1

/

3

2

"

3' - 0"

3

'

-

0

"

Level 10' - 0"

Level 210' - 0"

Cellar-10' - 0"

Level 320' - 0"

Level 440' - 0"

Level 550' - 0"

Level 660' - 0"

Level 770' - 0"

Level 880' - 0"

Roof90' - 0"

Core Top100' - 0"

Truss Top110' - 0"

1/4 = 11 CORE STAIRWELL PARTIAL PLAN

1 1/2" = 1'-0"3RAILING CONNECTION DETAIL

1/2" = 1'-0"2TYPICAL STAIR SECTION

1/2" = 1'-0"4TYPICAL STAIR ELEVATION

1/8" = 1'-0"5CORE STAIR SECTION THROUGH BUILDING

2

A-50

1

VERTICAL RAILING MEMBERS EMBEDDED

INTO PRECAST CONCRETE TREADS

12 CONCRETE SLAB LANDINGS

12 CONCRETE SHEAR WALL


New York, NY 10013



141 Convent Avenue

New York, NY 10031


Project Team

Architects

Ryan Cramer

Patrick Brophy

Lubov Tsinis


Ciro Cuono

Dominick Pilla


Ahu Aydogan

Zoning Consultant

Brian Gillen

MEP Consultant

Curt Rohner

Lighting Consultant

Peihing Tsai


Taewook Cha

Spec Consultant

Jeff Feingold


Dave Miller

Design Consultant

Martin Stigsgaard




Drawn By Date

DateApproval By

Issued Date

Scale

Key Plan

Drawing Title

Drawing No.

Sheet No.

N

SITE

R. CRAMER 12/09/14

M. STIGSGAARD

08/28/14

AS NOTED

CORE STAIR DETAIL

A-501.00

8 RISERS @ 6 5/8 = 60

PRECAST CONCRETE STAIR

ALUMINUM PIPE HANDRAIL

OPEN TO

BELOW




Project Team











Patrick Brophy

Various

12.12.14




Issued DateScale

Key Plan

Drawing Title

Drawing No.

Sheet No.

N

SITE

RESTAURANT STAIR DETAIL

A-503.00

RESTAURANT SUSPENED CABLE STAIR ELEVATION

SCALE: 1 = 1/2

RESTAURANT SUSPENDED CABLE STAIR PARTIAL PLAN

SCALE: 1 = 1/2

1A-503

2A-503

SUSPENDED STAIR RISER DETAIL

SCALE: 1 = 1 1/2

3A-503

TREAD BOLT DETAIL

SCALE: 1 = 1

5A-503

SUSPENSION CABLE DETAIL

SCALE: 1 = 1

4A-503

STAINLESS STEELHAND RAIL

1/4 TENSION CABLE

OPEN RISE 3TIMBER TREADS

U PLATE BOLTED TO TIMBER TREAD

CONCRETE WALL

STEEL PIN BOLTED TO HEAD AND ADJACENT CONCRETE WALL

BOLT & WASHER SECURING U PLATE

OPEN RISE 3TIMBER TREAD

5A-503

TENSION CABLE

CABLE ATTACHMENT

SUSPENSION BOLT

CABLE HINGE

STEEL ANCHOR CONNECTION TO CONCRETE CEILING SLAB

4A-503

WALL SECTION

A-504

ECTIONWALL SE

A-504

EWALL SECTION

A-504

CURTAIN WALLSECTION DETAILS

A-505

ROOF TRUSS

S-102.00

LT

08/28/14

12/10/14

STRUCTURALFRAMING PLAN

S-101.00

FRAMING PLAN

S-101.00

STRUCTURAL

LT

08/28/14

11/19/14




Project Team














Issued DateScale

Key Plan

Drawing Title

Drawing No.

Sheet No.

N

SITE

SCALE: 1 = 1/16


1 : 1/16

GROUND LEVELLANDSCAPE PLAN




Project Team













Issued DateScale

Key Plan

Drawing Title

Drawing No.

Sheet No.

N

SITE

GROUND LEVEL LANDSCAPE PLAN

SCALE: 1 = 1/

1L-101

Patrick Brophy

1 : 1

1 L-101.00

6th

AV

EN

UE

CANAL STREET

WES

T BR

OAD

WAYIMAGE GENERATED PAVER PATTERNGC TO SEE SHEET L-102

TYP. 5 PLANTERBOUNDARY DEFINEDBY IRREGULAR PAVERS

TYP. 4x8 UNIPAVERS

DENSE PATTERNINGAROUND ALL GUESTENTRANCES

THREE GRADATIONS IN TYP. UNIPAVER TO CREATEPIXELATED PATTERN

REPOSISTIONED MTA BUS SHELTER




Project Team














Issued DateScale

Key Plan

Drawing Title

Drawing No.

Sheet No.

N

SITE

SCALE: 1 = 1/8


1 : 1/8

3RD FLOOR PLAZALANDSCAPE PLAN




Project Team













Issued DateScale

Key Plan

Drawing Title

Drawing No.

Sheet No.

N

SITE

3RD FLOOR PLAZA LANDSCAPE PLAN

SCALE: 1 = 1/

1L-102

Patrick Brophy

1 : 1

1

SCALE: N/A

UNIPAVER PATTERN DIAGRAM

SCALE:

2L-102 L-102.00

CONCRETE

4 X 8 UNIPAVER LIGHT TONE

4 X 8 UNIPAVER MEDIUM TONE

4 X 8 UNIPAVER DARK TONE

CONCRETE GRAND STAIR

40 CONCRETE PERIMETER WALL FORMEDBY EXTENSION GROUND FLOOR WALLS

PLANTER TOPOGRAPHY FORMED BY LIGHTWEIGHTSTACKED FOAM BELOW GROUND COVER

PLANTER BOUNDARY DEFINED BY IRREGULARPAVER PATTERN

TYPICAL 4X8 UNIPAVER, 3 GRADATIONSGC TO SEE DIAGRAM 2-L-102 FOR PAVER PATTERN

CONCRETE STADIUM SEATING AREA WITH 40 CONCRETE WALL PERIMETER AT EACH FFE




Project Team














Issued DateScale

Key Plan

Drawing Title

Drawing No.

Sheet No.

N

SITE

privateSTRUCTURE

PUBLIC

PRIVATE

cIRCULATION

PUBLIC

MECHANICAL/UTILITY

BACK OF HOUSE

STRUCTURE

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

11.6.14


AS NOTED

PROGRAMDIAGRAMS

APDX 1

ESTCODE

ESTCODE

ESTCODE

ESTCODE

ESTCODE

ESTCODE

ESTCODE

ESTCODE

ESTCODE

ESTCODE

ESTCODE


New York, NY 10013



141 Convent Avenue

New York, NY 10031


Project Team

Architects

Ryan Cramer

Patrick Brophy

Lubov Tsinis


Ciro Cuono

Dominick Pilla


Ahu Aydogan

Zoning Consultant

Brian Gillen

MEP Consultant

Curt Rohner

Lighting Consultant

Peihing Tsai


Taewook Cha

Spec Consultant

Jeff Feingold


Dave Miller

Design Consultant

Martin Stigsgaard




Drawn By Date

DateApproval By

Issued Date

Scale

Key Plan

Drawing Title

Drawing No.

Sheet No.

N

SITE

R. CRAMER 12/09/14

M. STIGSGAARD

08/28/14

N.T.S.

M.E.P. SCHEMATIC

PLAN AND

AXONOMETRIC

APDX 4

1TYPICAL FLOOR M.E.P. LAYOUT

N.T.S.2

M.E.P. SCHEMATIC DIAGRAM

N.T.S.

EXHAUST AIR

SUPPLY AIR

M.E.P. VERTICAL SHAFT

HEAT PUMP

AIR HANDLING UNIT

COOLING TOWER

HEAT PUMP

BOILER


New York, NY 10013



141 Convent Avenue

New York, NY 10031


Project Team

Architects

Ryan Cramer

Patrick Brophy

Lubov Tsinis


Ciro Cuono

Dominick Pilla


Ahu Aydogan

Zoning Consultant

Brian Gillen

MEP Consultant

Curt Rohner

Lighting Consultant

Peihing Tsai


Taewook Cha

Spec Consultant

Jeff Feingold


Dave Miller

Design Consultant

Martin Stigsgaard




Drawn By Date

DateApproval By

Issued Date

Scale

Key Plan

Drawing Title

Drawing No.

Sheet No.

N

SITE

R. CRAMER 12/09/14

M. STIGSGAARD

08/28/14

N.T.S.

FINAL MODEL

APDX 4


New York, NY 10013



141 Convent Avenue

New York, NY 10031


Project Team

Architects

Ryan Cramer

Patrick Brophy

Lubov Tsinis


Ciro Cuono

Dominick Pilla


Ahu Aydogan

Zoning Consultant

Brian Gillen

MEP Consultant

Curt Rohner

Lighting Consultant

Peihing Tsai


Taewook Cha

Spec Consultant

Jeff Feingold


Dave Miller

Design Consultant

Martin Stigsgaard




Drawn By Date

DateApproval By

Issued Date

Scale

Key Plan

Drawing Title

Drawing No.

Sheet No.

N

SITE

R. CRAMER 12/09/14

M. STIGSGAARD

08/28/14

1/8 = 1

EXTERIOR AERIAL

RENDERING

APDX 5 - 01

EXTERIOR DAYTIME AERIAL RENDERING

N.T.S.1


New York, NY 10013



141 Convent Avenue

New York, NY 10031


Project Team

Architects

Ryan Cramer

Patrick Brophy

Lubov Tsinis


Ciro Cuono

Dominick Pilla


Ahu Aydogan

Zoning Consultant

Brian Gillen

MEP Consultant

Curt Rohner

Lighting Consultant

Peihing Tsai


Taewook Cha

Spec Consultant

Jeff Feingold


Dave Miller

Design Consultant

Martin Stigsgaard




Drawn By Date

DateApproval By

Issued Date

Scale

Key Plan

Drawing Title

Drawing No.

Sheet No.

N

SITE

R. CRAMER 12/09/14

M. STIGSGAARD

08/28/14

1/8 = 1

ROOFTOP

BAR/LOUNGE

RENDERING

APDX 5 - 02

N.T.S.1ROOFTOP BAR/LOUNGE DAYTIME RENDERING


New York, NY 10013



141 Convent Avenue

New York, NY 10031


Project Team

Architects

Ryan Cramer

Patrick Brophy

Lubov Tsinis


Ciro Cuono

Dominick Pilla


Ahu Aydogan

Zoning Consultant

Brian Gillen

MEP Consultant

Curt Rohner

Lighting Consultant

Peihing Tsai


Taewook Cha

Spec Consultant

Jeff Feingold


Dave Miller

Design Consultant

Martin Stigsgaard




Drawn By Date

DateApproval By

Issued Date

Scale

Key Plan

Drawing Title

Drawing No.

Sheet No.

N

SITE

R. CRAMER 12/09/14

M. STIGSGAARD

08/28/14

1/8 = 1

LOBBY RENDERING

APDX 5 - 03LOBBY NIGHT RENDERING

N.T.S.1




Project Team














Issued DateScale

Key Plan

Drawing Title

Drawing No.

Sheet No.

N

SITE

STUDY MODELS

APDX 6




Project Team














Issued DateScale

Key Plan

Drawing Title

Drawing No.

Sheet No.

N

SITE

PPD

APDX -001

A SUBSTRUCTURE

A10 FOUNDATIONS

A1020 Mat Foundations

A. 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.

A20 SUBGRADE ENCLOSURES

A2010 Walls for Subgrade Enclosures

A. Basement walls will house below grade cellar level. Walls will measure 12 inches thick Below grade.

10 PROJECT DESCRIPTION

1000 Project Introduction

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:

2. Document specific design direction that the design team has receivedfrom the Owner.

3. Document specific design assumptions or recommendations of thedesign team where the Owner has not given specific direction.

4. Identify and document other sources of design direction such as buildingcode authorities and zoning regulations.

5. This document is intended to furnish information to the Owner toestablish an estimated cost of construction for the project as it ispresently envisioned.

B. This PPD represents the scope of work by CBT Architects.

1010 Project Summary

A. 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.

B. 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.

C. The building will be 120 tall, with 8 floors above grade, an occupiable roof and 1 cellar floor.

1020 Project Program

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 theeast side of the building. The ground floor and second floor will have a bar andrestaurant. Floors 5, 6, 7, and 8 will have additional lounge spaces.

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

2. In addition to the restaurant located on the first and second floor, the roofwill feature an outdoor bar

B10 SUPERSTRUCTURE

B1010 Floor Construction

A. Gravity structural options studied: Engineer has studied several different optionsprior to the Schematic Design issue on date. Options studied include:

a. Concrete Slab Structure with typical column grid spaced an average of 24 ftapart

b. Outrigger System utilizing steel trusses.

c. Steel Hat Truss System utilizing hangers and steel framing on levels 4-8 andtwo way concrete slab with typical column grid on levels C-3

d. Suspended slab system using pretension concrete slabs tie into concreteshear walls of core.

B. Lateral structural options studied: Engineer has studied the following prior to theschematic design issue on date.

a. Concrete shear walls.

b. Cables bolted to foundation to brace lateral loading

C. Structural option chosen: After reviewing the above options with the architect andthe owner, the structural option chosen for the schematic design issue on 11.3.14was a steel Hat Truss System utilizing hangers and steel framing on levels 4-8 andtwo way concrete slab with typical column grid on levels C-3. The lateral structuralsystem is concrete shear walls at the core.

D. 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 SteelBuildings.

c. American Concrete Institute Building Code Requirements for StructuralConcrete

E. Design criteria - The structural system shown was designed for the followingloading:

a. Dead Load = Self weight of the building

b. Superimposed Load = 30 pounds per square foot

c. Faade Load = 200 pounds per linear foot

Live Load = 50 pounds per square foot

B20 EXTERIOR VERTICAL ENCLOSURES

B2010 Exterior Walls

A. Description: The main residential core of the building (Levels 4-8) will feature a glass curtain wall withoperable photovoltaic louvers on the West, North East, and South East Faade.Unobstructed glass curtain walls with mullions will be on the North, South, and lower levelexterior walls. The exposed core on level 3 in the center of the building, will be comprisedof concete.

B. Functional Requirements: The Horizontal Photovoltaic louvers will be attached to the glass curtain wall and beoperable to maximize daylighting and solar gain within the building, as well as aid indirecting wind hitting the faade of the building. Each lover will be custom shaped creatingto create the appearance of an undulating surface along the faade of the building. Inaddition to varying the dimensions of the lovers, the frequency at which they occur will bedetermined by the intensity of sunlight on the given faade, ranging from a spacingbetween 2 and 4 feet. The opacity of the glass pane will fluctuate between lovers to createa more dynamic lighting effect across the faade.

C. Components: The Horizontal Photovoltaic louvers will be attached to the glass curtain wall systemcomprised of 4 x 10 double pane glass panels measuring approximately 1 inch thick. ThePhotovoltaic louvers measure approximately 10 by 8-18 with a thickness of 1. The depthof each louver will fluctuate between 8 and 18 to create an undulating surface. The louverswill be made of glass with photovoltaic panels on one side to maximize energy gain to thebuilding.

B2010.10 Curtain Wall Assemblies

B2050 Exterior Doors and Grilles

B2050.10 Exterior Doors

A. Description: Entry doors consist of 12 mm minimum thickness clear low-iron glass mounted into customprofile 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-drainingstainless steel threshold, swing door operator with handicap actuator and all otherhardware required for a complete and serviceable assembly.

B2070 Exterior Louvers

A. Description: a. Combines the functions of solar shading with the generation of electrical power.b. From Colt Shadovoltaic Louver Product InfoShadovoltaic describes a fixed or controllable external solar shading system that

incorporates glass louvres with photovoltaic cells integrated into the glass so as to generateelectricity 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 monocrystallineand 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 betweentwo sheets of glass.

B30 EXTERIOR HORIZONTAL ENCLOSURES

B3010 Roofing

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:

1. Wearing Surface:

a. Precast pavers of thickness to resist insulation flotation and uplift due tonegative wind pressures. Pavers shall be high albedo type.

b. Roofing Aggregate (where applicable): ASTM D448, Size No. 57; clean,rounded water worn gravel or stone, white color, well graded with an averagesize of 1 in, with no more than 10% of fines or stones smaller than 3/4 in..

2. Water pervious filter fabric

3. Protection sheet

4. Reinforcing sheet

5. Insulation: Extruded polystyrene board with water drainage channels. Thicknessas required to achieve required U values

6. Roof Membrane System: Two-coat seamless reinforced hot rubberized asphalt(180 mil thick), Liquid Membrane 6125FR by American Hydrotech or equal

B. Prefabricated Metal Flashing System: 16 gauge stainless steel type 304 flashing with2B finish, in strict compliance with manufacturers fabrication requirements.

1. Pipe Penetration

a. Form a tubular flashing sleeve no less than 9 in. high and of proper diameterto provide minimum 1/8 in. and 1/4 in. maximum clearance from pipe orconduit.

b. Fabricate square flashing plate to a size 7 in. larger than protrusion. Punchhole out of appropriate size in center and extrude surrounding materialupward 1/4 in. providing a continuous vertical soldering flange and solder 9in. high tubular flashing sleeve. Cut 1 in. minimum radius on flashing platecorners.

c. Fabricate counter flashing 5 in. high with a diameter 1/2 in. to 2 inches larger.

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 butallowing 3/16 in. to 3/8 in. maximum clearance in any direction. Fabricate

C10 INTERIOR CONSTRUCTION

C1010 Interior Partitions

A. Applicable Standards Include

1. American Society for Testing and Materials (ASTM):

a. ASTM C645: Standard Specification for non structural steel framingmembers

b. ASTM C754: Standard Specification for Installation of Steel FramingMembers to Receive Screw-Attached Gypsum Panel Products

c. ASTM C840: Standard Specification for Application and Finishing ofGypsum Board

d. ASTM C919: Standard Practice for Use of Sealants in AcousticalApplications

e. ASTM C1396: Standard Specification for Gypsum Board

1. Gypsum Association (GA):

a. GA-214: Recommended Specification: Levels of Gypsum Board Finish

b. GA-216: Application and Finishing of Gypsum Panel Products

c. GA-600: Fire Resistance Design Manual

2. Provide fire-rated interior partition assemblies as required by code.

A. Performance Requirements

1. All interior partitions shall meet required STC rating.

2. All interior partitions must meet required fire ratings

B. Fixed Partitions

1. Gypsum Board Systems: Interior framed partitions, shaft enclosures, columnenclosures.

a. Framing Systems: Roll-formed galvanized steel, size, gauge and assemblyrequired to conform to all fire-rating and acoustical requirements.

1) Runners

2) Metal Studs

3) Furring (Hat) Channels

4) Furring Brackets

5) Resilient Channel

6) Metal Furring Strips

7) Sheet Metal Grounds

8) Corner Angles and Elevator Jamb Struts

9) Miscellaneous Framing Accessories

b. Gypsum Board Materials:

1) Gypsum Board

2) Gypsum Shaft Liner Board, Backing Board and Core board

c. All gypsum wallboard installed in toilet rooms and locker rooms shall be bothof water-resistant and mold resistant type.

C1040 Stair construction

A. Applicable Standards Include

1. ASTM E985 "Standard Specification for Permanent Metal Railing Systems andRails for Buildings".

2. American Welding Society (AWI)

a. AWS D1.1 "Structural Welding Code".

b. AWS D1.2 "Structural Welding Code -Sheet Steel"

3. National Association of Architectural Metal Manufacturers (NAAMM)

a. ANSI/NAAMM MBG 532 "Heavy Duty Metal Bar Grating Manual."

b. NAAMM "Pipe Railing Manual".

c. NAAMM "Metal Stairs Manual".

4. SSPC "Steel Structures Painting Manual, Volume 2, Systems andSpecifications".

5. Industrial Fasteners Institute "Fastener Standards Book".

6. Comply with requirements of ANSI A14, 13, A58.1

B. Performance Criteria

1. Treads and Platforms: Provide stairs and platforms to support a live load of notless 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, andframing members to L/360 or 3/4 in. Stair framing shall be capable ofwithstanding stresses resulting from loads specified above in addition to stressesresulting from railing system loads.

2. Railings and Handrails: Installed handrails and supports shall withstand a 200 lb.load applied at any point, downward or horizontally or the simultaneousapplication of a lateral force of 40 plf and a vertical force of 50 plf, both applied atthe top of the railing; the more stringent requirement governing.

C. Stair Treads, Risers and Landings

1. FOH Feature Stair TBD

2. BOH Internal Communication Stairs:

a. Concrete Filled Steel Pan-Type Stairs: Provide metal stairs system designedwith steel channel stringers with open pans (treads and risers) fabricated toreceive concrete fill and concrete filled intermediate landings, and steel sheetrisers.

3. Miscellaneous stairs and ladders for BOH and MEP spaces:

C2010 WALL FINISHES:

C2010.001 CERAMIC TILE

A. Description: Ceramic tile wall finish including but not limited to:

1. Shower and Toilet areas

2. Food & beverage production areas: main kitchen, food preparation, specialtyrestaurant kitchen.

B. Functional requirements:

1. Comply with the Tile council of America (TCA) Handbook for ceramic tileinstallation, materials, workmanship and installation, tile and stone installation.

C. Components:

1. Ceramic Tile2. Waterproof membrane3. Crack isolation membrane4. Tile backing panels

C2010.002 EPOXY PAINT

A. Description: Epoxy Paint wall finish for:

1. Locker/Change Areas [Edition module 8B.6]

2. Soiled Linen Storage Sorting Room [module 11B.4]

3. Washing/ Clean Linen Storage/ Uniform Issue [modules 11B.5, 11B.10 &11B.12]

4. Food & Beverage Production- Dry Storage [module 10.14]

5. Banquet Pantries [module 10.22]B. Functional requirements:

C. Components:

C2010.003 VINYL WALL COVERING

A. Vinyl Wall covering for:

1. Administration Facilities [module 8A.1-8A.2]

2. General Offices [module 8A.4]

3. Accounting Offices [module 8A.6]

B. Functional Requirements:

C. Components:

C2010.004 PAINT

A. Paint for:

1. Engineering/ Maintenance Shops and Offices

2. MEP Spaces

B. Functional Requirements

C. Components:

C2010.005 FIRE RESITANT FIBERGLASS PANEL (FRFP)

A. Description: Glass Fiber Reinforced Plastic paneling for

1. Food & Beverage Production- Main Kitchen/ Preparation Area/ SpecialtyRestaurant Kitchen [module 10.14]


C. Components:

C2050 Ceiling Finishes

C2050.001 GYPSUM BOARD - PAINTED (GWBXX)

A. Description: Ceiling Board: a 5/8 non-sag gypsum board product designed forceilings or alternatively, Sheetrock brand Ultra Light panels as manufactured byUSG or equivalent.

B. Functional Requirements: support at 2ft to avoid deflection.

C2050.002 ACCESSIBLE ACOUSTICAL TILE (CLGXX)

A. Description: Accessible acoustical tile will be installed in the following areas:

1. Locker/Change Areas

2. Administration Facilities

3. General Offices

4. Accounting Offices

5. Employee Dining

6. Purchasing and Receiving Offices

7. Soiled Linen Storage/ Sorting Room

8. Washing/ Clean Linen Storage/ Uniform Issue

9. Food & Beverage Production- Main Kitchen/ Preparation Area/ SpecialtyRestaurant Kitchen

10. Food & Beverage Production- Dry Storage

11. Food & Beverage Production- Non Food Storage

12. Banquet Pantries

B. Functional requirements:

C. Components:

1. Accessible acoustical tile2. Accesible Washable Tile3. Corrosion resistant grid4. Corrosion resistant support

C2050.003 EXPOSED (EXP)

A. Description: The following ceilings for Back of house areas as well as egress stairswill be left with an exposed structure and painted.




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APDX -002

D20 PLUMBING

D2010 Domestic Water Distribution

A. Description:

1. Utility Services2. Domestic Cold Water System

3. Domestic Hot Water System

a.) Domestic hot water will be generated by gas fired storage type waterheaters as described below:

1.) 2 heaters at cellar level for floors C through 3 2.) 2 heaters at roof level for floors 4-8

D2020 Sanitary Drainage

D2025 Storm Drainage System

D2026 Gas System

A. Description:

1. Utility Service

D2030 Building Support Plumbing Systems

A. Description:

1. Complete cold and hot water distribution system serving all building fixtures andequipment requiring water.


C. Components:

1. The components will consist of but not limited to piping, fittings, valves, gauges,hangers and supports, sleeves and escutcheons, insulation, etc.

D30 HEATING, VENTILATION AND AIR CONDITIONING (HVAC)

D3010 Facility Fuel Systems

D3020 Heating Systems

A. Description:

1. A central hot water will produce hot water for building space heating. The plantwill consist of high efficiency hot water boilers, hot water pumps and a hot waterpiping distribution system. The boiler plant will be located on the cellar level.

B. 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 waterpiping distribution system. The boiler plant will be located on the cellar level.


2. A central hot water boiler will produce hot water for building space heating.

D3030 Cooling Systems

A. Description:

1. Cooling for the building will be from a cooling tower placed on the roof levelmechanical space


1. Cooling for the building will be from a central refrigeration plant that will generatechilled water for delivery to the hotel and support portions of the building.

C. Components:

1. Cooling Tower

D3050 Facility HVAC Distribution Systems

A. Description:

1. Air conditioning for the different areas will be provided by air conditioning units,fan coil units, etc.


1. The air conditioning requirements will meet the Marriott Module 15 requirementsand ASHRAE Standard 90.1-2007.

C. Components:

1. Hotel Guest Room Air Conditioning System

2. Common Hotel Area Air Conditioning System

D3060 Ventilation

A. Description:

1. The ventilation for the different areas will be provided by dedicated outside airconditioning units, exhaust fans, etc.


C. Components:

1. Hotel guest room air conditioning system

a.) Each hotel room will be supplied with tempered and dehumidifiedventilation air at 35 cfm from central ventilation air handling units with energy recovery.

b.) Corridors will be supplied with 100% outdoor air from central corridorventilation units with energy recovery at 2 air changes per hour.

2. Central Ventilation Air Handling Units with Energy Recovery (Hotel Corridors andHotel Guest Rooms)

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), VFDs for supply and exhaust fans, cooling coil and heating coil with freeze protection circulation pump.

d.) Unit shall exchange sensible and latent heat between outside air and toilet exhaust.

3. Toilet Exhaust System (Public)

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.

4. Toilet Exhaust Systems (Hotel Guest Rooms)

a.) 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.) 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.

1. Commercial Kitchen Exhaust

a.) Kitchen exhaust and mechanical equipment will be located directly above kitchen on level 2 and comply with all standards for ventilation.

2. Miscellaneous

a.) Elevator machine rooms will be mechanically cooled and smoke venting will be provided with exhaust fan controlled by smoke detector.

b.) Ventilation for switchboard and transformer rooms, pump rooms, emergency generator and mechanical rooms shall be provided.

c.) Provide exhaust systems for locker rooms, electrical rooms, employee cafeteria, laundry chute room, housekeeping, vending rooms, etc.

d.) 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.

D40 FIRE PROTECTION

D4010 Fire Protection

A. Description:

1. The Fire standpipes and combination standpipe/sprinkler systems are provided asper 2008 NYC Building code Chapter 9, Appendix Q, NFPA 13, 2002 edition andNFPA 14, 2003 edition. The facility consists of two zones: high-zone and low-zone. This building is R-1 occupancy. Marriot Design standards are to be providedin accordance with local codes. Fire pump to be connected to emergency powersystem.

A. Functional Requirements:

1. The source of supply for the low-zone standpipe system is via a 1000 GPMAutomatic Fire pump located in Cellar C-2. The automatic fire pump is supplied byone 6 fire service from 7th Avenue and one 6 fire service from 45th Street. Thehigh-zone and low-zone standpipe systems are interconnected in the Cellar C-2level. 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 supplyfor each tank is supplied by a dedicated tank fill line that feeds the buildingdomestic water system also. The special service fire pump for high-zone is locatedon Mech level 1 of the hotel. The pump is rated at 750 GPM and will pressureboost the upper portion of the combined fire standpipe/sprinkler system.

B. Components:

1. Fire Standpipes and Combination Fire/Sprinkler standpipe and sprinkler risers arelocated within fire rated stair enclosures. At each floor level at stair landing, thereis a fire hose valve, sprinkler connection with branch valve and tamper switch,water flow alarm indicator and inspectors test connection

D4030 Fire Protection Specialties

A. Description:

1. This building contains several occupancies that will be designed for eachseparately in each fire rated area.


1. Sprinkler demand will be calculated based on occupancy and use classificationindicated in the New York City Building laws, as follows:

a.) Light Hazard - Hotel rooms, corridors, gymnasium, restaurant seatingarea, 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 beinstalled in light hazard areas.

b.) Ordinary Hazard (Group 1) - Storage, commercial kitchen, and mechanicalrooms are designed for a density of 0.15 GPM/Sq. Ft. / minimum in 1,500sq. ft.

C. Components:

1. Sprinklers specified for different hazard areas shall not be mixed in the same firearea.

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.

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.

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.

a.) Manual fire alarm pull stations must not activate the smoke exhaust system.

b.) A manual override is required.

3. Stair Pressurization

a.) 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.

b.) 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.

D50 ELECTRICAL

D5020 Electrical Service and Distribution

A. Description:

1. The electric power distribution system shall include all the elements necessary toconduct electricity in an approved, safe manner to all lighting fixtures, airconditioning equipment, sanitary equipment, kitchen equipment, elevators,appliance outlets, and signal and communication equipment.

D5030 General Purpose Electrical Power

A. Description:

1. General convenience receptacles shall be provided as required based onarchitectural furniture plans.

C. Components:

1. General convenience receptacles on code prescribed spacing will be provided ineach hotel room including ground-fault interrupting protection on bathroomreceptacle(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 spacedno more than 50 feet apart.

4. Individual appliance outlet for each ice machine and vending machines in hotelfloor common spaces where required.

D5040 Lighting

A. Description:

1. Lighting fixtures shall be furnished and installed throughout the project. Alllighting fixtures and lighting control systems comply with the Energy Codeshaving jurisdiction.

D5030 General Purpose Electrical Power

A. Description:

1. General convenience receptacles shall be provided as required based onarchitectural furniture plans.

C. Components:

1. General convenience receptacles on code prescribed spacing will be provided ineach hotel room including ground-fault interrupting protection on bathroomreceptacle(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 spacedno more than 50 feet apart.

4. Individual appliance outlet for each ice machine and vending machines in hotelfloor common spaces where required.

D5040 Lighting

A. Description:

1. Lighting fixtures shall be furnished and installed throughout the project. Alllighting fixtures and lighting control systems comply with the Energy Codeshaving jurisdiction.

1. Lighting fixtures shall be furnished and installed throughout the project.

a.) 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.

D5080 Miscellaneous Electrical Systems

A. Description:

1. Fire Alarm

a.) An addressable manual and automatic Fire Alarm System will be providedfor the building as required by the New York City Building Code,

B. Components:

1. Fire Alarm

a.) All fire alarm system cabling will be installed in conduit, except wherepermitted 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 mainentrance lobby the main fire alarm control panel is installed in an areamonitored by a hotel personnel at all times. In addition, the systems willconsist of a remote annunciators, Data Gathering Panels, manual pullstations, area and duct smoke detectors, heat detectors, audible(speakers) and visible (strobes) devices, two-way fire departmentcommunication devices, auxiliary devices and equipments and allinterconnected wiring.

b.) Area smoke detectors are required in all public common areas formechanical smoke exhaust activation such as lobbies, restaurant, meetingroom/ballroom, public corridors, etc.

c.) Area smoke detectors will be provided in top of elevator shafts, elevatormachine rooms, and all mechanical, electrical and telephone equipmentrooms. Weatherproof type fire alarm devices are required in allunconditioned areas.

d.) Ensure all guestroom smoke detectors are system photoelectric type withsounder bases. The smoke detectors must only sound a local alarm andreport back to the fire alarm panel with the exact location.

e.) Duct mounted smoke detectors will be provided for the air distributionsystem per NYC Mechanical Code.

a.) Manual pull stations will be provided not more than 5 feet from entranceto each exit.

b.) Sprinkler system water-flow switches and tamper switches will beconnected to the fire alarm system via addressable monitoring modulesfor alarm and trouble indication.

c.) ADA compliant strobes will be provided in common use and public areasand large mechanical and electrical rooms, and selected hotel guestrooms.

d.) Emergency voice/alarm communication devices will be provided atelevator lobbies, corridors, rooms and tenant spaces exceeding 1,000square feet, hotel guest rooms, areas of rescue assistance and stairwells.

e.) Generator, fire pumps and fire water storage tanks (if required for thisproject) will be monitored by the fire alarm system via addressablemodules.

f.) 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 forgeneral alarm notification purposes. Hearing-impaired guestrooms musthave a speaker/strobe in the sleeping area and a single strobe in thebathroom. The strobe must be programmed to activate upon local andgeneral alarm.

h.) Install magnetic door hold open devices for all meeting room/ballroomentry doors serving the public corridor. The magnetic door hold opendevices must be monitored by the fire alarm control panel and releaseupon general fire alarm with its associated zone.

i.) Provide signal circuit and auxiliary function disconnect capability byindividual disconnect/disabled buttons at the fire alarm control panel forthe following:

1.) Speaker/Strobe (Audible/Visual). 2.) Magnetic Door Hold Open Devices. 3.) Elevator Recall. 4.) Stair Pressurization/HVAC.

3. Ensure all fire alarm devices correspond with the permanent guestroom roomnumber signage and stair signage.




Project Team














Issued DateScale

Key Plan

Drawing Title

Drawing No.

Sheet No.

N

SITE

COST ESTIMATE

APDX -003

CANAL STREET HOTEL Date: 10-Dec-2014386 Canal Street, New York, NY 10013CBT Architects

GSF 40,917 ESTIMATE DETAIL SUMMARY

Description Quantity Unit $/Unit Total $ Subtotal Trades $/SF%

Trade Cost Notes

1 DEMOLITON 2 Demo of existing site contents 1 ls 100,000.00 100,000 3

4 End Trade5

6 DEMOLITON 100,000$ 7

8 SITE CONSTRUCTION9 Pavers @ Ground Floor 13,265 sf 20.00 265,300 10 Pavers @ 3rd Floor 3,866 sf 20.00 77,320 11

12 Landscaping 1 allowance 100,000.00 100,000 13 Trees included 14 Seating @ 3rd floor included 1215

16 End Trade17

18 SITE CONSTRUCTION 442,620$ 19

20 EXCAVATION AND FOUNDATION 21

22 Excavation and support of excavation 1,749 cy 250.00 437,130 23 Foundations -24 Strip Footing: 22 cy 500.00 11,144 25 Foundation Wall 111 cy 750.00 83,583 26 Slab on Grade 338.52 cy 500.00 169,259 27 Core28 Walls 9 cy 750.00 7,072 29 Footing @ Walls 47 cy 450.00 21,217 303132 Soil remediation excluded33

34 End Trade35

36 EXCAVATION AND FOUNDATION 729,406$ 37

38 STRUCTURAL FRAME 39

40 Concrete Frame 40,917 GSF 75.00 3,068,775 41 Poured in place concrete slabs included cy - 42 Concrete columns included cy - 43 Concrete beams included cy - 44 Cast in place stairs 40 flights 4,500.00 180,000 45 Misc concrete 46 Concrete pads for mech equipment 1 ls 5,000.00 5,000 47 Concrete curbs 1 ls 2,500.00 2,500 48

49 Steel Frame

Schematic estimate Page 1 of 4




Trade Cost Notes

50 Beams, Columns, bracing - including connections 409 tons 8,000.00 3,273,360 51 Hat Truss w/above tons - 52 Metal Deck included 53 Concrete on Metal Deck included 54

55 Spray Fireproofing 40,917 gsf 0.75 30,688 56 Intumescent Paint @ Hat Truss 1 allowence 300,000 57

58 1 40,917 gsf 2.50 102,293 59 Metal Pan Stairs 20 flights 5,000.00 100,000 60 Concrete fill at metal stairs included 61 OSHA Protection 40,917 gsf 1.25 51,146 6263 Decorative Interior Stair 1 each 50,000.00 50,000 64 Decorative Interior Stair 1 each 35,000.00 35,000 65

66 STRUCTURAL FRAME 7,198,762$ $175.94 39.46%67

68 EXTERIOR WALL 69

70 Exterior Wall 71 Concrete Exterior Wall 9 " 5,094 sf 125.00 636,750 72 Shear Core Wall - Concrete 12" 17,479 sf 125.00 2,184,875 73 Curtain Wall 1,153 sf 225.00 259,425 74 CurtainWall Clear Glass Store Front 1,511 sf 100.00 151,100 75 Exterior Glass Panel with Ralining- Roof Level 768 sf 125.00 96,000 76 Premium for Louvers @ Exterior 1 each 100,000.00 100,000 77

78 End Trade79

80 EXTERIOR WALL 3,428,150$ $83.78 18.79%81

82 ROOFING AND WATERPROOFING83

84 Roofing Membrane85 Roof Top 5,476 sf 35.00 191,660 86 Outdoor Lounge Open - Qty 1 547 sf 45.00 24,615 87 Outdoor Longes Covered - Qty 3 1,368 sf 45.00 61,560 88

89 End Trade90

91 ROOFING AND WATERPROOFING 277,835$ $6.79 1.52%92

93 INTERIOR PARTITIONS AND FINISHES94 Interior Partitions and finsihses 40,917 gsf 22.50 920,633 95 Interior Partitions- 4 7/8" Partition (1-hr) - Drywall w/ Metal Stud included sf - 96 Interior Partitions- 6 1/8" Partition (2-hr) - Drywall w/ Metal Stud included sf

Schematic estimate Page 2 of 4




Trade Cost Notes

9798 End Trade99 INTERIOR PARTITIONS AND FINISHES 920,633$ 100

101 SPECIALTIES102 Specialties 40,917 gsf 10.00 409,170 103

104105 End Trade10

Documents

Comprehensive Design - 2014