Sijie Chen Work Samples by Sijie Chen

Work Samples

Sijie Chen A: 227 E 28th Street, Apt 5D, New York, NY 10016 T: 401-935-3944

Portfolio Link: https://issuu.com/sijiechen/docs/portfolio_sijiechen

E: sijiechen21@gmail.com W: sijiechen.com

Education

2011.09 - 2014.06 Rhode Island School of Design Master of Architecture 2013.09 - 2014.03 Brown University Adjunct Student, Art in Digital Culture 2006.09 - 2011.06 Zhengzhou University Bachelor of Architecture

Professional Experience

2015.08 - present Rafael Vinoly Architects Architectural Designer; Team Leader • Served as a Team Leader for a 223,000 sf 5-star hotel project in New York from Schematic Design, Design Development to Construction Documents. Responsibilities include developing design schemes with Rafael Vinoly, design team and consultant coordination, REVIT model management, zoning and code research, and a wide range of drawing productions • Served as the Podium Team Leader for a 1,600,000 sf mixed-use project in China for Schematic Design phase. Responsibilities include developing podium plans with LDI and consultants, and developing the core design for the office tower • Involved in multiple design competitions for initial zoning analysis, concept/plan development and presentation package

2015.03 - 2015.06 Edward I Mills Associates Architects Architectural Designer • Responsible for developing plans and construction details, and preparing DOB filing sets for several residential and commercial projects from Concept Design to Design Development

2014.07 - 2015.03 LHP Architects (Lee Harris Pomeroy Architects) Architectural Designer • Responsible for reviewing submittal/shop drawings, and attending field meetings to assist problemsolving with consultants and contractor for a 74,000 sf public school project during Construction Administration phase 2013.07 - 2013.08 Brian Messana Architects Intern Architect • Responsible for design concepts development, digital model making, drawing production and presentation package for a design competition in Warsaw

2012.06 - 2012.08 Beijing Institute of Architectural Design 2010.09 - 2010.12 Intern Architect • Participated in several mixed-use and transportation projects for the Schematic Design phase. Responsibilities include model making, design concepts development, structural feasibility studies, drawing production, and presentation package

Project List • • • • • • • • • • • •

Honors

• • •

NoMad Ritz Carlton Hotel, New York OCT Konka Mixed-use Complex, Shenzhen 301 First Avenue, New York Metropolitan Tower Apartment, New York 1100 Avenues of America Office Tower, New York ArcelorMittal headquarter, Luxembourg Tribune Tower East Parcel, Chicago

Residential; SD, DD, CD; 227,000 sf; 520’ Mixed-Use; SD; 2,600,000 sf; 853’ Residential; SD; 81,700 sf; 145’ Interior; SD, DD; 2,860 sf; 12’ Competition; 404,000 sf; 632’ Competition; 410,000 sf; 337’ Competition; 1,238,000 sf; 1,710’

PS 339 Q School, Woodside

Institutional; CA;74,000 sf; 139’

Hebei Steel and Iron Research Center, Shijiazhuang Jincheng Transportation Terminal, Jinzhong Ningjia Darong Residential Village, Nanning

Mixed-Use; SD, DD; 8,350,000 sf; 345’ Transportation; SD; 100,000 sf; 55’ Residential; CD; 1,000,000 SF; 120’

235 E 22 St Tsung’s Apartment, New York 38 Croaby Loft, New York Marc Jacobs Beecker Street, New York

Interior; SD, DD, CD; 1,200 sf; 10’ Interior; DD; 1,800 sf; 12’ Commercial; SD; 2,000 SF; 12’

PKO Bank Renovation, Warsaw

Competition; 50,000 sf; 100’

2017.06 Freshly Dreamed, Sijie Chen Solo Exhibition, Fuchs Projects, New York Received enormous public recognition, reported by Chinese leading media including Phoenix Online, Guangming Online (gmw.cn), People’s Daily Overseas Online (haiwainet.cn, China.com.cn, Artron.com, etc 2017.03 The Narrative of Lines, Joint Exhibition, Cloud Gallery, New York Received enormous public recognition, reported by national and international leading media including Tencent(qq.com), Phoenix TV (Ifeng.com), China.com.cn, Guangming Online (gmw.cn), China Youth Online, Artron.com, The China Press, SinoVision TV, etc 2017.04 Simulated Space: Urban Architecture in Consumerist Society Solo author, national core journal <Engineering Technology>

2016.12 Back to Poetic Architecture: From Concept to Building Lecture, Zhengzhou

Skills

2015.06 Rhode Island School of Design Travel Award

Architecture AutoCAD, Revit, Rhino, SketchUp, Adobe Photoshop/Illustrator/InDesign, Vectorworks, Navisworks, Vray for Rhino/Sketchup, Grasshopper, Processing, Microsoft Office/Excel/Powerpoint, Bluebeam Design Adobe Aftereffects/Premiere, MaxMSP, Arduino

Language

English; Mandarin

Architecture Professional Works

NoMad Ritz Carlton Hotel Rafael Vinoly Architects Owner: Flag Luxury Group Location: New York, US Type: Hotel, retail Area: 227,000 sf Budget: $ 233,000,000 Phase: SD, DD, CD

Job Title - Team Leader; BIM coordinator

• • •

Experience Summary Worked with Rafael Vinoly to develop design schemes in Rhino and coordinated within the design team As the Team Leader, worked with 10+ consulting firms such as Structure and MEP for Schematic Design, Design Development, Construction Documents and the DOB filing set Managed overall REVIT model and contributed to wide spectrum of drawing production in REVIT; Fully in charged of Fire and Life Safety plans, Architectural Plans, Zoning Drawings, Stair Drawings and the Mock-up Unit Room construction drawing set

The project brief proposes to establish a new 5 star luxury hotel tower located at 28th Street and Broadway in the NoMad district of Manhattan. The Project site consists of two (2) adjoining lots of approximately 17,000 sf total and affords the opportunity to yield up to approximately 248,000 sf by establishing a NYC approved Public Plaza. The project is envisioned as a contemporary 30 plus story tower incorporating a 250 room, 5-star hotel, with not less than 6,000 sf of retail along Broadway over two floors. The basement will be designed as two full floors to accommodate both back of house facilities and a spa / fitness center. The project provides the community with a forward thinking LEED certified, smart hi-tech, and wellness building that incorporates green space without sacrificing the room key count. All public spaces are accessible and activated to welcome neighbors as regular guests to enjoy the programming of the hotel. The project complements the existing surroundings, architecture, and culture of the NoMad district and serves as a focal point of the community.

Location

Neighboring Hotel Set

Plaza View

85 BROADWAY - RITZ CARLTON

DWAY - RITZ CARLTON

4.3 DESIGN HISTORY

Site Analysis

3.1 DEsIGN hIsTORY 4. APRIL 21ST, 2015 DEsIGN 4. MAY 15TH,hIsTORY 2015 TOTAL HEIGHT : 501’

5. jUNE 6TH, 2016 6. SEPTEMBER 29TH, 2016 TOTAL HEIGHT : 501’ HEIGHT : 501’ Initial analysis ofTOTAL location, neighborhood, view and traffic

TOTAL HEIGHT : 501’ 15TH, 2015

FLOOR 7-30 HEIGHT : 11’

TOTAL 5. jUNE 6TH, 2016 HEIGHT :

FLOOR: HEIGHT : 11’ HEIGHT 501’

TOWER FLOORS: 24

FLOOR 8-28 HEIGHT :TOWER 11’ TOTAL HEIGHT : 511’ FLOORS: 24

R HEIGHT 11’ TOWER: FLOORS: 24

6. MAY 15TH, 2015

5. MAY 5TH, 2015

511’FLOOR 7-30 HEIGHT : 11’

TOTAL 6. SEPTEMBER 29TH,HEIGHT 2016 :

511’ FLOOR HEIGHT : 11’

FLOOR : 11’ FLOORS: 24 TOTAL HEIGHT : 511’8-28 HEIGHT TOWER

HEIGHT : 11’HEIGHTTOWER 29-31 : 12’ FLOOR PLATE AREA : 6915’ TOWER FLOOR PLATE AREA (SMALLEST) : 6085 SF FLOOR 8-28FLOOR

FLOOR 8-28 HEIGHT 11’ HEIGHT FLOOR: 29-31 : 12’FLOOR PLATE AREA : 6915’ TOWER

TOWER FLOOR PLATE AREA (LARGEST) : 7128 SF R FLOORS: 24 TOWER FLOOR PLATE AREA : 6915’

FLOOR 29-31 HEIGHT : 12’ TOWER FLOORS: 24

FLOOR 29-31 TOWER HEIGHT :FLOORS: 12’ 24

R FLOOR PLATE AREA : 6915’

TOWER FLOORS: TOWER24 FLOOR PLATE AREA : 7337 SF

TOWER FLOORS: 24 FLOOR PLATE AREA : 7329 SF TOWER

TOWER FLOOR PLATE AREA : 7337 SF

TOWER FLOOR PLATE AREA : 7329 SF

CONCEPT DESIGN | MAY 2015

Design Revolution Different design schemes are studied and presented to the Owner Team along the process 8

AY NY, NY ULATIONS

WEST 29TH STREET (NARROW STREET)

65.00'

44.00'

94.42'

WEST 29TH STREET 665.00'

7 94.42'.

44.00'

AVERAGE CURB LEVEL CALCULATIONS

WEST 29TH STREET

INTERIOR LOT: 45.74' + 46.39' 2

# 13, 14, 17, 24, 62, 67, 69 964.37 SF

(NARROW STREET)

46.065'

CORNER LOT:

= 45.705'

LOT 62

94.42'. LOT 62

WEST 29TH STREET

SLIDING GATE

EL 46.39'

98.75'

20.00'

40.08'

16.05'

78.75'

50.00'

20.00'

SETBACK

78.75' 20.00'

21.35'

CELLAR LEVEL 02

REAR YARD EQUIVALENT 81.93'

46.35'

ALL HEIGHTS ARE BASED UPON ACL EL 45.705'

189.00'

tower regulation

DRAWING TITLE:

PROJECT NUMBER:

HEIGHT AND SETBACK REGULATIONS

702.000

DRAWING SIZE:

24"X36"

SCALE:

AS NOTED

PROJECT PHASE:

KEY PLAN: ARCHITECT / ENGINEER SEAL:

DESCRIPTION:

DESIGN DEVELOPMENT

DATE:

KEY PLAN: 01 ZONING ANALYSIS

OWNER / CLIENT

1185 THE ARCHITECT / ENGINEER SHALL RP HAVE NO LLC EAST 55TH ST., 23RD FL. RESPONSIBILITY FOR ANY LIABILITY,70 LOSS, COST, DAMAGE OR EXPENSE ARISING FROM OR NY 10022 NEW YORK, RELATING TO ANY USE OF THIS DOCUMENT FOR ANY PURPOSE OTHER THAN ITS INTENDED PURPOSE ON THIS PROJECT. THIS DOCUMENT IS TO BE CONSIDERED IN CONJUNCTION WITH ALL RELATED DOCUMENTATION. ANY DISCREPANCIES IDENTIFIED IN THIS DOCUMENT MUST BE REPORTED IMMEDIATELY TO THE ARCHITECT / ENGINEER BEFORE PROCEEDING. CONTRACTORS MUST VERIFY ALL DIMENSIONS PRIOR TO PROCEEDING WITH ANY WORK. ONLY FIGURED DIMENSIONS ARE TO BE USED FOR VERIFICATION.

10/05/2017 10/16/2017

RP 1185 LLC 02 ZONING ANALYSIS 70 EAST 55TH ST., 23RD FL. NEW YORK, NY 10022

PROJECT NUMBER:

702.000 DRAWING SIZE:

24"X36"

65.00'

SCALE:

Z-004 .00 WEST 29TH STREET 10/05/2017 702.000 HEIGHT AND 10/16/2017 SETBACK REGULATIONS 24"X36" 94.42'. DRAWING TITLE:

01 ZONING ANALYSIS (NARROW STREET) 02 ZONING ANALYSIS

DRAWING SIZE:

44.00'

ZONING SUMMARY

SCALE:

ISS.:

AS NOTED

DRAWING NUMBER:

PROJECT PHASE:

PROVIDED REAR YARD NOT LESS THAN 20' IN DESIGN DATE: DEPTH DEVELOPMENT

DESCRIPTION:

BICYCLE PARKING R SCA

TOWER ENCROACHMENT DOB REV.: SCALE: 1" = 30'-0"

DRAWING NUMBER:

AS NOTED

ISS.:

TOWER ENCROACHMENT SCALE: 1" = 30'-0"

WEST 28TH STREET

01 ZONING ANALYSIS (60' WIDE)10/05/2017 02 ZONING ANALYSIS 10/16/2017 (NARROW STREET)

16.05'

40.08'

15.00'

58.75'20.00' 20.00'

20.00'

40.08'

TO BE CONSIDERED IN CONJUNCTION WITH ALL RELATED DOCUMENTATION. ANY DISCREPANCIES IDENTIFIED IN THIS DOCUMENT SUSTAINABILITY CONSULTANT: IT CONSULTANT: MUST BE REPORTED IMMEDIATELY TO THE ARCHITECT / ENGINEER BEFORE PROCEEDING. COSENTINI ASSOCIATES NTI CONTRACTORS MUST VERIFY ALL DIMENSIONS 2PRIOR PENN 320 SOUTH PERRY STREET TOPLAZA PROCEEDING WITH ANY WORK. ONLY NEW YORK, NY 10121 LAWRENCEVILLE, GA 30046 FIGURED DIMENSIONS ARE TO BE USED FOR VERIFICATION. T: 212.615.3600 T: 678.460.3922

OWNER / CLIENT

DISCLAIMER:

24.03'

OU T

20.00'58.75'

98.75' 98.75' 98.75'

21.35'

ISS.:

ARCHITECT / ENGINEER SEAL: EXPEDITOR:

(60' WIDE) (NARROW STREET)

20.00'

24.03'

25.08' 15.00'

98.75'

85.00'. 98.75'

85.00'.

BERTH REQUIREMENTS

98.75'

ZONING AREA SCHEDULE SCALE: 1" = 100'-0"

0' 15.0 K BAC SET

WEST 28TH STREET

RP 1185 LLC 70 EAST 55TH ST., 23RD FL. NEW YORK, NY 10022

(60' 0' WIDE) 40.0 (NARROW STREET)

189.00'

74.27'

KEY PLAN:

0' 15.0 K BAC SET

81.93'

46.35' LOT 16 OUT

189.00' REQ: AREA WITHIN 40' OF A WIDE STREET MAX 1,600 SF PROV: 1,242 SF COMPLIES 43-43

WEST 28TH STREET

TOWER FLOORPLATE 7,329 SF PROVIDED AREA WITHIN 50' OF A NARROW = 1,174 SF REAR YARDSTREET EQUIVALENT COMPLIES 43-45

.73'. 105

DISCLAIMER: EXTERIOR ENCLOSURE CONSULTANT:

NTI FORTUNE SHEPLER 320 SOUTH PERRY SALING STREET 37 LAWRENCEVILLE, WOODLAD ROADGA 30046 MAPLEWOOD, NJ 07040 T: 678.460.3922 T: 862.400.6382

OWNER / CLIENT

PLAZA REGULATIONS SCALE: 1" = 30'-0"

THESTREET) ARCHITECT / ENGINEER SHALL HAVE NO (NARROW GILLMAN CONSULTING, INC. MICHAEL VAN VALKENBURGH IBA CONSULTANTS, INC. RESPONSIBILITY FOR ANY LIABILITY, LOSS,GILLMAN CONSULTING, INC. 40 WORTH STREET, STE. 600 COST,34TH DAMAGE OR EXPENSE ARISING FROM 40OR WORTH STREET, STE. 600 16 NEW COURT STREET, 11TH FL. 8019 AVENUE EAST YORK, NY 10013 RELATING TO ANY USE OF THIS DOCUMENT FOR YORK, NY 10013 NEW BROOKLYN, NY 11241 BRADENTON, FL 34201 T: 212.349.9304 ANY PURPOSE OTHER THAN ITS INTENDED T: 212.349.9304 T: 718.243.2044 T: 941.932.9060 PURPOSE ON THIS PROJECT. THIS DOCUMENT IS 44.00' 94.42'.

IT CONSULTANT: ELEVATOR CONSULTANT:

25.12' LOT 16 OUT

AY DW

ARCHITECT / ENGINEER SEAL:

124.38'

PAVER OVER 5TH FLOOR EL 109.83'

AY DW

ELEVATION SCALE: 12" = 1'-0"

21.35' 21.35' LOT 13 LOT 14 4 STORIES 4 STORIES

18.50'

0' 40.0 TOWER FLOORPLATE 7,329 SF PROVIDED AREA 151.06' WITHIN 50' OF A NARROW STREET = 1,174 SF PROPERTY LINE COMPLIES 43-45

74.27'

MAX TOWER AREA WITHIN 50' FROM A NARROW STREET 1,875 SF PROVIDED: 1,174 SF - COMPLIES

COST, DAMAGE OR EXPENSE ARISING FROM OR RELATING TO ANY USE OF THIS DOCUMENT FOR ANY PURPOSE OTHER THAN ITS INTENDED PURPOSE ON THIS PROJECT. THIS DOCUMENT IS TO BE CONSIDERED IN CONJUNCTION WITH ALL RELATED DOCUMENTATION. ANY DISCREPANCIES IDENTIFIED IN THIS DOCUMENT MUST BE REPORTED IMMEDIATELY TO THE ARCHITECT / ENGINEER BEFORE PROCEEDING. CONTRACTORS MUST VERIFY ALL DIMENSIONS PRIOR TO PROCEEDING WITH ANY WORK. ONLY FIGURED DIMENSIONS ARE TO BE USED FOR VERIFICATION.

WEST 29TH STREET

EXTERIOR ENCLOSURE CONSULTANT: EXPEDITOR: INTERIOR DESIGN: LANDSCAPE CONSULTANT:

SUSTAINABILITY CONSULTANT: ACOUSTIC CONSULTANT:

ELEVATOR CONSULTANT: CODE CONSULTANT:

retail frontage

NTI 320 SOUTH PERRY STREET LAWRENCEVILLE, GA 30046 T: 678.460.3922

65.00' LOT 13 LOT 14 4 STORIES 4 STORIES

46.35'

PLAZA 3,976 SF

.73' 105

LANDSCAPE CONSULTANT: MEP ENGINEER:

NEW YORK, NY 10013 T: 212.349.9304

COSENTINI ASSOCIATES 2 PENN PLAZA NEW YORK, NY 10121 T: 212.615.3600

ELEVATION 189.00' SCALE: 12" = 1'-0"

WEST 28TH STREET

IT CONSULTANT:

REAR YARD

21.35'

ROOF OVER BICYCLE PARKING 442 SFSTAIR C EL 125.83' AT GRADE REQ: AREA WITHIN 40' OF A WIDE EL 46.79' STREET MAX 1,600 SF PROV: 1,242 SF COMPLIES 43-43

82.98'

151.06' MARQUEE LOT 62 EL 62.83' 10 STORIES EXISTING NONCONFIRMING BUILDING BELOW 139' 22.90' DOES NOT CONTRIBUTE TO TOWER COVERAGE

ROOF OVER 38TH FLOOR EL 566.17'

OA E) ) BR (75' WSIDTREET IDE (W

FORTUNE SHEPLER SALING 37 WOODLAD ROAD MAPLEWOOD, NJ 07040 T: 862.400.6382

IBA CONSULTANTS, INC. 8019 34TH AVENUE EAST BRADENTON, FL 34201 T: 941.932.9060 SUSTAINABILITY CONSULTANT:

PROVIDED: 442 SF 21.35' COMPLIES

MAX TOWER AREA WITHIN 40' FROM A WIDE STREET 1,600 SF PROVIDED: 1,242 SF - COMPLIES

MINOR PLAZA 296 SF

DISCLAIMER: (60' WIDE) THE ARCHITECT / ENGINEER SHALL HAVE NO GILLMAN CONSULTING, INC. (NARROW STREET)FOR ANY LIABILITY, LOSS, RESPONSIBILITY 40 WORTH STREET, STE. 600

EXPEDITOR:

36-73

ROOF OVER 38TH FLOOR EL 554.33'

.73' 105

EXTERIOR ENCLOSURE CONSULTANT:

MICHAEL VAN VALKENBURGH 16 COURT STREET, 11TH FL. BROOKLYN, NY 11241 T: 718.243.2044 ELEVATOR CONSULTANT:

MAJOR PLAZA 3,324 SF

MINOR PLAZA 356 SF

46.35'.

.00' 100 PAVER OVER 94.42'. LOT38TH 62 FLOOR EL 537.83' 10 STORIES EXISTING NONCONFIRMING BUILDING BELOW 139' DOES NOT CONTRIBUTE TO TOWER COVERAGE .00' 100

LOT 16 44.00' LOT 67 22 STORIES EXISTING BUILDING USING ALT SETBACK REAR BICYCLE PARKING PROVISIONS YARD CONTRIBUTES TOEQUIVALENT RETAIL FLOOR AREA: TOWER COVERAGE FLOOR AREA 3,512 SF BELOW GRADE SELLING SPACE OVER 169' 0 SF FLOOR PLATE 3,512 2,173 SF SF TOTAL FOR LOADING CALCULATIONS RESTAURANT FLOOR AREA 7,917 SF REAR 214,157 SF HOTEL AREA YARD TOTAL FLOOR AREA 225,405 SF LOT 69 LOT 67 22 STORIES 4 STORIES REQUIRED: 1 BYCYCLE PER 10,000EXISTING SF BUILDING 65.00' SF / 10,000 SFUSING 225,405 = 25.12' 23SETBACK BICYCLES ALT PROVISIONS CONTRIBUTES TO MINIMUM SIZE: TOWER COVERAGE 15 SF/BICYCLE OVER 169' 23 * 15 SF = 345 SF FLOOR PLATE 2,173 SF

TOWER ENROACHMENT

3.29'

15.21'

S IDE (W

WEST 29TH STREET

LOT 14 EXISTING 4 STORIES

PAVER OVER 37TH FLOOR EL 507.58'

OA E) ) BR (75' WSIDTREET IDE (W

21.35'

LOT 62: 0 SF MAX67: TOWER AREA WITHIN 50' FROM A NARROW LOT 2,173 SF STREET LOT 69: 0 1,875 SF SF PROVIDED: 1,174 SF - COMPLIES TOTAL TOWER COVERAGE = 9,502 SF < 17,185.75 SF RETAIL - COMPLIES

75.21' 82.98'

PLAZA 3,976 SF

LOT 13 EXISTING 65.00' LOT 69 4 STORIES 4 STORIES

.73'. 105

PROPOSED TOWER COVERAGE TOWER LOT 17 & ENROACHMENT 24: 7,329 SF EXISTING BUILDING CONTRIBUTING TO TOWER MAX TOWER AREA WITHIN 40' FROM A WIDE STREET COVERAGE 1,600 LOT 13:SF 0 SF PROVIDED: LOT 14: 0 SF 1,242 SF - COMPLIES .73' 105

7.85'

23.90'

CI LONGMAN LINDSEY FORTUNE SHEPLER SALING COSENTINI ASSOCIATES PHILIP 1410 HABIB & ASSOC. STE. 508 CCI 37 WOODLAD ROAD LONGMAN 5 WEST 40TH ST., 15TH FL. BROADWAY, 2 PENN LINDSEY PLAZA 215 WEST 40TH ST.,NJ15TH FL. 102 MADISON AVENUE 1410NEW BROADWAY, 508 W YORK, NY 10018 NEW YORK, NY 10018 MAPLEWOOD, 07040 YORK, NY STE. 10121 NEW T: YORK, NY 10018 NEW YORK, NY 10001 NEW NY 10018 212.216.9596 T: 212.315.6401 862.400.6382 T:YORK, 212.615.3600 T: 212.216.9596 T: 212.929.5656 T: 212.315.6401

REAR YARD EQUIVALENT

(MUST ALREADY DESCRIPTION:

DOB REV.:

Z-004 .00 PROJECT PHASE:

EXIST)

DRAWING NUMBER:

DESIGN DEVELOPMENT

DATE:

89.97' LOT 67

LOT 62

58.75'

LOT 69 98.75'

98.75'

LOT 62

99.26'. .73'. 105

LOT 67

.73'. 105

LOT 69

14.11'

RUNNING TOTAL 65.00' LOADING BERTH 698 SF

REAR YARD REQUIRED: REAR YARD NOT LESS THAN 20' IN DEPTH. COMPLIES

FLOORPLATE AT 23' ABOVE CURB LEVEL

46.35'.

189.00'

WEST 28TH STREET (60' WIDE)

REQUIRED: REAR YARD BEYOND 100' OF A STREET LINE. COMPLIES

43-28

SPECIFIC PROVISION FOR THROUGH LOTS OF MORE THAN 110' FROM STREET TO STREET, ONE OF THE FOLLOWING MUST COMPLY

B) TWO OPEN AREAS EACH ADJOINING AND EXTENDING ALONG THE FULL LENGTH OF STREET LINE EACH WITH A MINIMUM DEPTH OF 20' FROM STREET LINE, COMPLIES.

LOT 13

LOT 14

LOT 16 OUT

108.33'

74.30'

PROVIDED REAR YARD NOT LESS THAN 20' IN DEPTH

21.35'

20.00'

43-261

98.75'

In charge of the zoning analysis since Schematic Design, and prepared the Zoning Drawings that were submitted to DOB

LOT 16 OUT

114.61' 41.08'

12.00' 98.75'

REQUIRED REAR YARD

43-20

43-26

REAR YARD EQUIVALENT

46.35'

WEST 28TH STREET (60' WIDE)

189.00'.

AY DW

21.35'

.00' 100

.73'. 150

21.35'

LOT 14

REAR YARD (MUST ALREADY EXIST)

OA E) ) BR (75' WSIDTREET IDE (W

LOT 13

151.21' NO REAR YARD REQUIRED WITHIN 100' FROM WIDE STREET

Zoning Drawings .73' 105

DIMENSIONS OF HOTEL LOADING BERTHS: 7', WIDTH 12', VERTICAL CLEARANCE 12'

LEVEL 01

MIN.

IDE (W

37.00'

: 1 BERTH

AY DW OA E) ) BR (75' WSIDTREET

D FOR RETAIL&RESTAURANT: 0 BERTH D FOR HOTEL: 1 BERTH QUIRED: 1 BERTH

MIN.

PROVIDED WIDTH: 14.07' PROVIDED LENGTH: 37.63' PROVIDED HEIGHT: 14.00'

RUNNING TOTAL 0 1 2

24.97'

78.75'

G5 EA: 214,157 SF

PROVIDED REAR YARD NOT LESS THAN 20' IN DEPTH

20.00'

F 0 0 1 1 ,000 SF D FOR RETAIL&RESTAURANT, UG6A&10 - 0 BERTHS

EA BERTH REQ'D SF 0 00,000 SF 1 00,000 SF 1

REAR YARD EQUIVALENT

IDE (W

LOT 16 OUT

ROOF OVER 39TH FLOOR 7 EL 565.50' HEIGHT AND SETBACK REGULATIONS SCALE: 1" = 30'-0"

PAVER OVER 37TH FLOOR EL 507.58'

.73'. 105

43-45

RESTAURANT LOT 14

YABU PUSHELBERG F MICHAEL VAN VALKENBURGH IBA CONSULTANTS, INC. YABU PUSHELBERG NOLY ARCHITECTS DESIMONE AKF 88 PRINCE STREET, 2ND FL. NE LIBERTY PLAZA, 22ND FL. 16 COURT STREET, 11TH FL. 8019 34TH AVENUE EAST 88 PRINCE STREET, 2ND FL. MWSTREET 18 WEST 18TH ST., 10TH FL. ONE BROOKLYN, LIBERTY PLAZA, 22ND FL. NEW YORK, NY 10012 YORK, NY 10006 NY 11241 BRADENTON, FL 34201 NEW NY 10012 K, NY 10013 NEW YORK, NY 10011 NEW T: YORK, NY 10006 T: 212.226.0808 212.354.5656 718.243.2044 T:YORK, 941.932.9060 T: 212.226.0808 5060 T: 212.532.2211 T: 212.354.5656 65.00' 5858

RESTAURANT, UG 6A & 10 OOR AREA: OOR AREA 3,512 SF LOW GRADE SELLING SPACE 0 SF OTAL FOR LOADING CALCULATIONS 3,512 SF ANT FLOOR AREA 7,917 SF 6A & 10, RETAIL & RESTAURANT 11,429 SF

TOWER AREA WITHIN 50' OF A NARROW PROPOSED TOWER COVERAGE STREET LOT 17 & 24: 7,329 SF TOWER AREA WITHINCONTRIBUTING 40' OF A WIDE STREET EXISTING BUILDING TO TOWER COVERAGE LOT 13: 0 SF LOT 14:REGULATIONS 0 SF TOWER LOT 62: 0 SF LOT 40% 67: 2,173 SF COVERAGE FOR ZONING LOT AREA MAX OF LOT LOT 69: 0SF SF 42,964.37 TOTAL TOWER COVERAGE = 9,502 42,964.37 SF * 40% = 17,185.75 SF SF < 17,185.75 SF - COMPLIES

AY DW OA E) ) BR (75' WSIDTREET

VIDED: ON SITE: 0 DE CONSULTANT: ACOUSTIC CONSULTANT: OFF SITE*:12 CI LONGMAN LINDSEY TOTAL: 12 15 WEST 40TH ST., 15TH FL. 1410 BROADWAY, STE. 508 TREES TONYBE10018 PROVIDED INNEW COORDINATION EW YORK, YORK, NY 10018 WITH NT OF PARKS AND RECREATION. : 212.216.9596 T: 212.315.6401

43-45

MAX. FRONT WALL = 85' COMPLIES 43-43

LANDSCAPE CONSULTANT:

YABU PUSHELBERG KF RONTAGE: 189.00+105.70=294.70' 88 PRINCE STREET, 2ND FL. NE LIBERTY PLAZA, 22ND FL. = 11.78 NEW YORK, NY 10012 EW YORK, NY 10006 REQUIRED T: 212.226.0808 : 212.354.5656

TOTAL FRONTAGE 190.62' TOWER REGULATIONS LOT AREA: 42,964.37 SF MAX 40% OF LOT COVERAGE FOR ZONING LOT AREA 42,964.37 SF TOWER FLOORPLATE 42,964.37 SF * 40% = 17,185.75 SF

43-43

21.35'

INTERIOR DESIGN:

.73'. 105

43-43

MINOR PORTIONS OF PUBLIC PLAZAS -ENTS SEE FOR Z-005 : A MIN. AVERAGE WIDTH AND DEPTH OF 15' : WIDTH = 23.90', WIDTH = 15.21' > 15'; - COMPLIES REE PLANTING REQUIREMENTS DEPTH = 15', DEPTH = 16.05' > 15' - COMPLIES

NUMBER OF TREES PER 25' OF STREET FRONTAGE

LOT 62

LEVEL 01

UIRED WITHIN THE MANHATTAN ENTS FOR MAJOR PORTIONS OF PUBLIC PLAZAS NE PROVIDED : A MIN. AVERAGE WIDTH AND DEPTH OF 40' : DEPTHREQUIREMENTS = 40.08' > 40.00' - COMPLIES BERTH WIDTH = 82.98' > 40.00' - COMPLIES NO LESS THAN 75% OF THE TOTAL PLAZA -: OCCUPY SEE Z-005 AREA : 3,324 / 3,976 SF = 87.60% > 75% - COMPLIES PARKING

BERTH REQ'D

36-711

PUBLIC50' ENTRANCE TO TOWER AREA WITHIN OF A NARROW PRINCIPAL USE OF STREET BUILDING FRONTAGE TOWER AREA WITHIN 56.83' 40' OF A WIDE STREET

MAX. FRONT WALL = 85' COMPLIES 43-43

LOT 13

1ST FLOOR 94.42'. 6 EL 65.58'

44.00'

(NARROW STREET)

RETAIL FRONTAGE 91.26' TOWER FLOORPLATE

- SEE Z-004

COMPLIES 43-43

(NARROW STREET) (60' WIDE) (NARROW STREET) ROOF OVER 189.00'.

65.00' 5

LOT AREA: 42,964.37 SF

AZAS AREA DIMENSIONS Y OFFLESS STREET PARKING : NOT THAN 2,000 SF 3,976 SF > 2,000 SF - COMPLIES

ACOUSTIC CONSULTANT: CIVIL ENGINEER:

PROVIDED FRONT WALL 80.04' PROVIDED FRONT WALL 64.04'

94.42'.

LOT 67

setback regulation

WEST28TH 29THSTREET STREETCOMPLIES 43-43 WEST

OR AREA PERMITTED: NDATORY OF FRONTAGE FOR + 23,856.00ALLOCATION SF = 453,499.70 D USE

HEIGHT AND SETBACK REGULATIONS SCALE: 1" = 30'-0"

(NARROW STREET)

LOT 69

0' 15.0

NARROW STREET = 40'-1" > 20' COMPLIES 43-43

46.35'

D OA BR (75' WIDTREE) ET)

AVERAGE CURB LEVEL CALCULATIONS SCALE: 1/32" = 1'-0"

21.35'

WEST 29TH STREET

OR AREA PERMITTED FOR LOTS 17, 24 = 201,958.23 : AT LEAST 50% OF TOTAL FRONTAGE SHOULD BE SF = 225,814.23 SF D FOR OCCUPANCY BY RETAIL OR SERVICE HMENTS EAFRONTAGE PROVIDEDEXCLUDING PUBLIC ENTRANCE = .83' = 133.79' UILDING=TO REMAIN: ONTAGE 91.26' SF ONTAGE PERCENTAGE = 91.26 / 133.79 = 68.2% > 50 % S ING: 225,405.00 :AL: PUBLIC ENTRANCE FRONTAGE LESS THAN 60', OR TAL FRONTAGE, WHICHEVER IS LESS. :ING TOTAL FRONTAGE = 190.62' LOTS: 415,244.63 SF; AL < FRONTAGE 76.25' > 60' SF 453,499.70=SF; PROVIDED < PERMITTED; D PUBLIC ENTRANCE FRONTAGE = 56.83' < 60' S TS 17, 24: 225,405.00 SF : ALL BUILDING WALLS FACING MAJOR AND MINOR SF < 225,814.23 SF; PROVIDED < PERMITTED; ALL HAVE CLEAR TRANSPARENT MATERIAL FOR 50% CE BELOW 14' ABOVE PUBLIC PLAZA LEVEL OR F GROUND FLOOR, WHICHEVER IS LOWER. ULATIONS RANSPARENT AREA OF NEW OR EXISTING BUILDING MAJOR OR MINOR PLAZA SHALL BE TREATED WITH - SEE Z-005 TIVE ELEMENT OR SCREENED WITH PLANTING TO HEIGHT OF 15' ABOVE LEVEL OF PLAZA, D SETBACK REGULATIONS

COMPLIES EL 109.83' 43-43

(60' WIDE) (NARROW PROVIDED STREET)SETBACK FROM 189.00'.

44.00'

LOT 62 ' EXISTING 5.00 10 FLOORS 1

PROVIDED FRONT WALL 80.04' PROVIDED FRONT WALL 64.04' EL 63.83'

base plane calculations 65.00'

EL 109.83'

EL 566.16'

COMPLIES 43-43 EL 125.83' EL 46.79' WEST 28TH STREET

21.35'

A 836.63 SF * 141.60 SF* ,450.00 SF * 530.00 SF* 70 SF (6,000 SF)* .55 SF 657.29 SF 239,804.07 SF SFERED FROM LOTS 13, 14, & 62 , 24 + ZFA OF LOTS 17, 24: F + 14,141.60 SF + 115,450.00 SF + 52,530.00 SF + 01,958.23 SF

DE CONSULTANT:

46.35' LOT 16 OUT

WEST 28TH STREET (60' WIDE) (NARROW STREET)

INTERIOR DESIGN: STRUCTURAL CONSULTANT

21.35' LOT 14

CONSTRUCTION FENCE

FDNY ACCESS

FA 46.47 SF 41.50 SF F F ,790.00 SF 331.45 SF 530.21 SF 1 189,839.63 SF

ENGINEER:

21.35' LOT 13

LOT 67 TOWER FLOORPLATE 7,329 SF EXISTING PROVIDED SETBACK FROM 22 FLOORS NARROW STREET 554.33'= 40'-1" > 20' COMPLIES 43-43

50.00'

EL 45.74'

EL 507.58' EL 125.83'

EL 46.79'

20.00'

46.35'

EL 493.83'

EL 565.5'

EL 507.58'

40.08'

21.35'

EL 537.83'

EL 566.16'

.73'. 105

21.35'

ZFA AL/COMMUNITY FACILITY: R AREA * 10 FAR 083.10 SF 083.10 SF ,450.00 SF 530.00 SF 1,860.00 SF 450.00 SF 187.50 SF 42,964.37 * 10 = 429,643.70 SF

554.33'

EL 493.83'

EL 65.67'

LOT 69 EXISTING 4 FLOORS

REQUIRED: MAXIMUM HEIGHT OF A FRONT WALL IS 85' PROVIDED: 63.88' < 85' 64.04' < 85' 80.04' < 85' - COMPLIESEL 45.12'

189.00'

LOT 16 OUT

Y WA

WITH PLAZA BONUS: 12 FAR 12 = 515,572.44 SF A PROVIDED: 3,976.00 SF US: 6 X 3,976 SF = 23,856.00 SF

LOT 14

EL 63.83'

98.75' 98.75'

OU T

98.75'

30.00'.

TOWER FLOORPLATE 7,329 SF EL 537.83' LOT 13

D OA E) ) BR 5' WIDTREET

EA PERMITTED

EL 507.58'

Y WA

INTERIOR LOT

LOT 16

94.44'

EL 493.83'

EL 565.5'

EL 507.58'

AY ADW ) BRO ' WIDE ET) (75 STRE E (WID .75' 105

LOT 13 LOT 14

EL 493.83' 44.00'

EL 65.67'

65.00'

D OA E) ) BR (75' WSIDTREET

REQUIRED: TOWER SETBACK FROM A WIDE STREET CONSTRUCTION MIN 15' FENCE PROVIDED: 16' - COMPLIES TOWER SETBACK FROM A NARROW STREET MIN 20' PROVIDED: 40.08' - COMPLIES LOT AREA: 42,964.37 SF REQUIRED: MAXIMUM HEIGHT OF A FRONT WALL IS 85' 43-43 HEIGHT AND SETBACK CORNER LOT PROVIDED: 63.88' < 85' REQUIRED: 64.04' < 85' 80.04' FROM < 85' A WIDE STREET TOWER SETBACK - COMPLIES MIN 15' .00' 100 PROVIDED: 16' - COMPLIES TOWER SETBACK FROM A NARROW STREET MIN 20' PROVIDED: 40.08' - COMPLIES EL 44.93' 45.58'

TOWER ABOVE

(NARROW STREET)

LOT 62

(7 ST E '. IDE 3'. ' 8' (W 105.7 3.88 (WID105.73 63.8 LL 6 WA ALL NT TW -43 ON FRO 3 3 R F 3-4 ED S4 ED S4 LIE VID LIE MP IDEOVID PRO MP IDE CO M WPR CO MW RO RO KF KF BAC .0' BAC .0' SET SET ED .0' >15 ED .0' >15 VID 16 VID 16 PRO EET = 43-43 PRO EET = 43-43 STR PLIES STR PLIES M M CO CO

O REMAIN: USE GROUP 6 ING: USE GROUP 5, 6A, 10

4, 17, 24, 62, 67, 69) 08.31 SF 08.31 SF 545.00 SF 53.00 SF 186.00 SF 45.00 SF 18.75 SF 42,964.37 SF

LOT 67

98.75'

43-43

IDED

LOT 69

SLIDING GATE HEIGHT AND SETBACK

.73'. 105

EL42,964.37 46.38 LOT AREA: SF

113.21'

P 4*, 5-14, 16, 17 G-4A, UG-4B, UG-4C

20.00'

MITTED

SETBACK

LOT 67

46.38' + 44.93' 2

44.00' LOT 67

98.75'

LOT 69

FACTURING DISTRICT 42,964.37 SF

46.39' + 45.12' + 2

65.00' LOT 69

.73'. 105

STRICTS

P ENGINEER:

(NARROW STREET)

ALL ELEVATIONS ARE IN NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 5

85 BROADWAY NTAGE: BROADWAY ET

2 A-488

1 A-487

A-221

1 A-462

1 A-220 A

5' 6

O.E.E. / P.E. LOBBY 0312 538 15'-4SF 3/8" CLG. HT. = 10' - 0" B.O.S. = 16' - 10"

STAIR A 15'-4 3/8"

0311 223 SF3/8" 15'-4

2" SEISMIC 15'-4 3/8" SETBACK FROM LOT LINE

15'-4 3/8" 30'-8 3/4"

30'-8 3/4"

F.S.A.E. / S.E. LOBBY 0314 15'-4 3/8" 128 SF CLG. HT. = 10' - 0" B.O.S. = 16' - 10"

IDF ROOM 0313 22 SF 30'-8 3/4"

PUBLIC CIRCULATION 0317 270 SF 15'-4 3/8" CLG. HT. = 10' - 0" B.O.S. = 16' - 10"

STAIR B 0315 15'-4208 3/8"SF

2 10M 30'-8 3/4"

2 4S.XB

1 6B.Y 0306.1

1 6B.S

UNISEX TOILET TO BE PROVIDED 14'-7 1/2"

15'-11 1/2"

0301.1

DN 1:48

0313 1 3B

2 4S.XB

0301.2

40'-8 3/4"

31'-2 7/8"

0315 0302.1

2 3B.BI

0316

PANTRY 0301 760 SF CLG. HT. = 10' - 0" B.O.S. = 25' - 0"

STAIR B

2 4S.XBSI

6'-0"

2 8M

9'-4"

1 6B.Y

6B 0F

1 6B.Y

6F.XY

0304.3

0302.2

SEPARATION FOLDING WALL SYSTEM TO DIVIDE THE BALLROOM INTO TWO ROOMS

1 6B.Y

0306.80306.70306.6

0307

1 6B.S

6'-9 1/8"

0306.2

1 8B.Y 0306.5 0306.4 0306.3 27'-8 1/4"

0304.1 1 6B.S

0305

6B 7'-1 1/8"

0F 6B

BANQUET HALL

TRANSFER BEAM

1.5 HR FIRE RATED GLASS DOOR

6B.A

0302.3

2 HR FIRE RATED GLASS

10B.Y 6B

0302 3,576 SF

2F.XA

CLG. HT. = 18' - 0" 6B

2401.61

2401.59

2" SEISMIC SETBACK FROM LOT LINE

FAMILY RESTROOM 0308 85 SF CLG. HT. = 10' - 0" B.O.S. = 14' - 11"

COAT CHECK

0309 248 SF CLG. HT. = 10' - 0" B.O.S. = 14' - 11" 31'-3"

1 6B.Y

2 10M

6'-6 3/8"

4'-11 3/8"

3'-9 1/8"

0308

5'-0"

0309

6F.XY

8'-9 1/4"

2 4S.XSI

6F.XY

1 6F.XY 6B.Y

1 6B.Y

6'-2"

10B.Y

A 0F

8'-9 1/8"

6B 10B.Y

1 6B.S

10B.Y

10'-7 3/4" 2 6S.X

A-223

0310.1

S.E 1

2 2 4S.BXI 4S.XB

2 3B.BI

S.E 2

BANQUET FEMALE STORAGE RESTROOM 0307 0306 330 SF 512 SF CLG. HT. = 10' - 0" CLG. HT. = 10' - 0" B.O.S. = 14' - 11" B.O.S. = 14' - 11"

BAN. HALL PREFUNCTION 0304 1,698 SF

AV EQP. ROOM 0305 44 SF CLG. HT. = 10' - 0" B.O.S. = 14' - 11"

STAIR C

34' - 0"

6F.XY 4'-11"

1 6B.S 0311

1 6B.Y

5'-0 1/2"

11'-11"

A-220

2 10M.G

1'-9 1/2"

24'-4 1/2"

12" SEISMIC SETBACK FROM LOT LINE

1 6B.S 1 0F 6F.XS

1 6B.S

0310.3 0310.2 0310.4 15'-10" 1 6B.Y

0312

14'-11 1/8"

2 6S.X C

1 6F.XY 6B.Y

8'-9"

6'-6 1/8"

2 10M

2 4S.XBSI

STAIR A 10M

2 4S.XBSI 2 6S.XI 2 4S.XBSI

P.E1

JANITOR'S PUBLIC CLOSET CIRCULATION B381 0316 52 SF 289 SF B.O.S. = 14' - 11" CLG. HT. = 10' - 0" B.O.S. = 14' - 11"

5'-6 1/2"

28'-6"

MALE RESTROOM 0310 6F.XY 363 SF 10M CLG. HT. = 10' - 0" B.O.S. = 14' - 11"

10'-11 1/8"

36" + 18" HOLD OPEN EGRESS DOOR

A-220

0314

P.E 3

1'-11 1/2"

P.E 2

0303 316 SF

78 '-

5/8 "

CLG. HT. = 12' - 0" B.O.S. = 14' - 11"

STAIR C

2401.57

ROOM NAME 101 150 SF

11'-1"

D E

1 A-460

1 A-488

15'-4 3/8"

2 X 34" DOORS W/SWING CLEAR HINGES

2 4S.XBSI

7 1 A-222

2 10M

ROOM NAME ROOM NUMBER ROOM AREA (SF)

MECHANICAL SHAFT 0F

E 15'-4 3/8"

30'-5 3/4"

STRUCTURAL COMPONENTS

PROPERTY LINE

16'-0 3/4"

ADJACENT BUILDINGS

WALL TAG REFER TO PARTITION SCHEDULES

2'-4 1/2"

30'-8 3/4"

6'-1 3/4"

32'-6 1/4"

25'-0 1/2"

101.1

DOOR TAG

F.E.

WALL MOUNTED FIRE EXTINGUISHER

F.E.C 1

NON RATED FIRE EXTINGUISHER CABINET

F.E.C 2

FIRE RATED FIRE EXTINGUISHER 8 CABINET

F.H.S.C M

MICHAEL VAN VALKENBURGH 16 COURT STREET, 11TH FL. BROOKLYN, NY 11241 T: 718.243.2044

ACOUSTIC CONSULTANT:

FORTUNE SHEPLER SALING 37 WOODLAD ROAD T: 862.400.6382

0812 212 SF 8'-0"

12" SEISMIC SETBACK FROM LOT LINE

F.S.A.E. / O.E.E. ELEC. CLOSET LOBBY 0814 0813 23 SF 169 SF

7'-11 1/4"

8'-3"

7'-2"

7'-2" 8F.YA

2A.Y

2503.7

2F.A

24'-4 1/2"

6A.YA

6A.A

DOB REV.:

A-106 .00 1 A-500

1 A-503

1 A-518

2 4S.X

2 2S.XS

2A.PW

7'-2" 2A.Y

2A.Y

2503.3 2F.A

14'-10 1/4"

1 2C(12).XY 6A.A 6A.YA

14'-10 1/4"

2503.6

2F.A

6A.A 6A.YA 14'-10 1/4"

1 2C(12).XY

6A.YA 6A.A 1

M H

16'-4"

3F.A

3A.YA

2F.A

6A.A 2A.PW

1 3F.A 10'-11 1/8"

11 0.9 4° 11 0.9 4°

19'-3 3/4"

1376

2A.PW

6A.YA 2 4S.X

2A 1509 7'-10 3/4"

2C(10).A

2A.C

3A.A

11'-6 1/8"

2 4S.X

1 2F.YA

594

14'-10 1/4" 3B

0802.1 1 2 2S.XS

14'-10 1/4"

0818.2

3A.YA

2F.A

2A.PW 2A.PW

14'-10 1/4"

2F.XA 1

31'-0 7/8"

0803.1

1 2C(12).XA

7'-2" 8F.YA 2A.Y

2F.XA

1 0801.1

2 4S.X

3A.YA

7'-2" 1 2C(12).XA 8F.YA 2503.5 2A.Y

8F.YA

2824 1

3B 1 0F 2C(3).X

0804.1

3A.YA

0F 9'-8 1/8" 528

2 3B.I

0805.1

3A.YA

7'-2"

2F.A

2823 1 2 1 4S.X 0F.X 2 3B 1 2 2B.A 2S.XS 0F 4S.XBSI 2C(3).X

0806.1

2A.PW

STAIR B 2 4S.X

69 .06 °

0816

2 1 4S.XSI 2C(3).X

8F.YA

2 4S.XI

69 .06 °

2 4S.XI

2 4S.XB 2 4S.XBSI 1 2 4S.X 2B.A

3B.YA

15'-4 3/8"

DRAWING NUMBER:

DESIGN DEVELOPMENT

11'-10 7/8"

2 6B.XSI

1:48

1 2C(3).X 1

6A.A 6A.YA

1 2C(12).XY

2825

3A.YA 1 2C(12).XA 582

1'-0" 1'-0"

1/8" = 1'-0"

DATE:

1/8" 29'-0

3'-6 1/2" 2F.A

6A.A 6A.YA 14'-10 1/4"

24"X36" SCALE:

1'-4 7/8"4'-3 3/4"

S.E 2

2 2 4S.X 4S.XSI

S.E 1

0807.1

3A.YA

2C(10).A 2A.PW

DESCRIPTION:

OVERALL PLAN - LEVEL 03

15'-3 3/4"

3'-3 7/8"

0808.1

11'-5"

3A.Y 5'-4 7/8" 1 2C(3).X

9'-10 1/8"

1'-5"

1 2 1 2 1 2 1 2F.XA2C(3).X 4S.X 0818.1 2F.XA 2S.XS 2S.XS 2 1 3B 4S.X 2C(3).X

3A.YA 1 2C(15).X 2503.8

ISS.:

MANUAL FIRE ALARM PULL STATION 1 7 1 A-585 A-589 A-512

DRAWING TITLE:

1 A-509

5'-0"

0817 212 SF

10'-2 1/8"

STAIR B

6'-1 7/8"

2F.XA

2822

P.E 3

1 3B.S

2F.XA

0809.1

11'-5"

13'-5 7/8"

2 6S.X 12F.YA 6S.X

0810.1

2 4S.X

702.000 DRAWING SIZE:

DOUBLE DOUBLE A 0801 499 SF

5/8" 52'-9

2 4S.X

0810.2

PROJECT NUMBER:

2'-9"

21'-4 3/8"

5'-8"

2A.C

P.E1

STAIR A 2 3B.I

11'-5"

1 0F 2C(9.5).XA

2 4S.XSI

0811.2 5'-11 3/4"

28'-6"

3A.Y

6'-10"

08/31/2016 09/23/2016 10/28/2016 12/14/2017 12/19/2017

1/2" 23'-9

2F.YA

12'-1 5/8"

0811.1

1 10M.S

" 16'-9

12'-9 1/2"

3A.Y

1 10M.S

75% DESIGN DEVELOPMENT RC SD SUBMISSION 90% DESIGN DEVELOPMENT RC SD SUBMISSION PROGRESS UPDATE

PROJECT PHASE:

7'-11 1/4" 1'-2" 15'-5" 8'-0" 2'-3" REFER TO A-592 FOR H.K. ROOM TYPE DISTRIBUTION.

7'-9"

5' 6

4'-0 3/8"

2 4S.XSI

A-220

12" SEISMIC SETBACK FROM LOT LINE

2F.YA

P.E 2

0815 130 SF

8'-7 1/4"

4' 30'-8 3/4"

HOUSEKEEPING ROOM 0816 58 SF

S.E. LOBBY

1 2 3 4 5

KEY PLAN:

1 6S.X

M M

1'-2"

6'-0 5/8"

PUBLIC CIRCULATION 0818 530 SF

STAIR A

0811 418 SF

NTI 320 SOUTH PERRY STREET 30'-8 3/4" GA 30046 LAWRENCEVILLE, T: 678.460.3922

OWNER / CLIENT

RP 1185 LLC 70 EAST 55TH ST., 23RD FL. NEW YORK, NY 10022

THE ARCHITECT / ENGINEER SHALL HAVE NO RESPONSIBILITY FOR ANY LIABILITY, LOSS, COST, DAMAGE OR EXPENSE ARISING FROM OR RELATING TO ANY USE OF THIS DOCUMENT FOR ANY PURPOSE OTHER THAN ITS INTENDED PURPOSE ON THIS PROJECT. THIS DOCUMENT IS TO BE CONSIDERED IN CONJUNCTION WITH ALL RELATED DOCUMENTATION. ANY DISCREPANCIES IDENTIFIED IN THIS DOCUMENT MUST BE REPORTED IMMEDIATELY TO THE ARCHITECT / ENGINEER BEFORE PROCEEDING. CONTRACTORS MUST VERIFY ALL DIMENSIONS PRIOR TO PROCEEDING WITH ANY WORK. ONLY FIGURED DIMENSIONS ARE TO BE USED FOR VERIFICATION.

IT CONSULTANT:

A-220

COSENTINI ASSOCIATES 2 PENN PLAZA NEW YORK, NY 10121 T: 212.615.3600

30'-8 3/4" MAPLEWOOD, NJ 07040

KING B

SUSTAINABILITY CONSULTANT:

ELEVATOR CONSULTANT:

LONGMAN LINDSEY 1410 BROADWAY, STE. 508 NEW YORK, NY 10018 T: 212.315.6401

T: 212.216.9596

ARCHITECT / ENGINEER SEAL:

DISCLAIMER:

GILLMAN CONSULTING, INC. 40 WORTH STREET, STE. 600 NEW YORK, NY 10013 T: 212.349.9304

21'-4 3/8"

CCI 215 WEST 40TH ST., 15TH FL.

30'-8 3/4" NEW YORK, NY 10018

EXPEDITOR:

IBA CONSULTANTS, INC. 8019 34TH AVENUE EAST BRADENTON, FL 34201 T: 941.932.9060

11'-5"

CODE CONSULTANT:

PHILIP HABIB & ASSOC. 102 MADISON AVENUE NEW YORK, NY 10001 T: 212.929.5656

EXTERIOR ENCLOSURE CONSULTANT:

LANDSCAPE CONSULTANT:

YABU PUSHELBERG 88 PRINCE STREET, 2ND FL. NEW YORK, NY 10012 T: 212.226.0808

6'-2 1/4"

CIVIL ENGINEER:

INTERIOR DESIGN:

AKF ONE LIBERTY PLAZA, 22ND FL. NEW YORK, NY 10006 T: 212.354.5656

5'-0"

MEP ENGINEER:

DESIMONE 18 WEST 18TH ST., 10TH FL. NEW YORK, NY 10011 T: 212.532.2211

11'-5"

STRUCTURAL CONSULTANT

RAFAEL VINOLY ARCHITECTS 50 VANDAM STREET NEW YORK, NY 10013 T: 212.924.5060 F: 212.924.5858

15'-4 3/8"

ARCHITECT:

M M

1185 BROADWAY NEW YORK, NY 10001

FIRE HOSE STORAGE CABINET 1 A-506

0F 0F

26'-2 3/8"

KING DELUXE

KING A

0810 568 SF

0809 435 SF

0808 435 SF

0807 435 SF

0806 435 SF

0805 435 SF

0804 435 SF

0803 435 SF

EXECUTIVE SUITE A 0802 824 SF

C' 30'-8 3/4"

30'-8 3/4"

E 30'-8 3/4"

30'-8 3/4"

15'-4 3/8"

30'-5 3/4"

16'-0 3/4"

Overall Floor Plans 1185 BROADWAY NEW YORK, NY 10001

ARCHITECT:

STRUCTURAL CONSULTANT

RAFAEL VINOLY ARCHITECTS 50 VANDAM STREET NEW YORK, NY 10013 T: 212.924.5060 F: 212.924.5858

DESIMONE 18 WEST 18TH ST., 10TH FL. NEW YORK, NY 10011 T: 212.532.2211 CIVIL ENGINEER:

PHILIP HABIB & ASSOC. 102 MADISON AVENUE NEW YORK, NY 10001 T: 212.929.5656

MEP ENGINEER:

AKF ONE LIBERTY PLAZA, 22ND FL. NEW YORK, NY 10006 T: 212.354.5656 CODE CONSULTANT:

CCI 215 WEST 40TH ST., 15TH FL. NEW YORK, NY 10018 T: 212.216.9596

INTERIOR DESIGN:

YABU PUSHELBERG 88 PRINCE STREET, 2ND FL. NEW YORK, NY 10012 T: 212.226.0808 ACOUSTIC CONSULTANT:

LONGMAN LINDSEY 1410 BROADWAY, STE. 508 NEW YORK, NY 10018 T: 212.315.6401

LANDSCAPE CONSULTANT:

MICHAEL VAN VALKENBURGH 16 COURT STREET, 11TH FL. BROOKLYN, NY 11241 T: 718.243.2044

EXTERIOR ENCLOSURE CONSULTANT:

IBA CONSULTANTS, INC. 8019 34TH AVENUE EAST BRADENTON, FL 34201 T: 941.932.9060

EXPEDITOR:

GILLMAN CONSULTING, INC. 40 WORTH STREET, STE. 600 NEW YORK, NY 10013 T: 212.349.9304

DISCLAIMER: THE ARCHITECT / ENGINEER SHALL HAVE NO RESPONSIBILITY FOR ANY LIABILITY, LOSS, COST, DAMAGE OR EXPENSE ARISING FROM OR RELATING TO ANY USE OF THIS DOCUMENT FOR ANY PURPOSE OTHER THAN ITS INTENDED PURPOSE ON THIS PROJECT. THIS DOCUMENT IS TO BE CONSIDERED IN CONJUNCTION WITH ALL RELATED DOCUMENTATION. ANY DISCREPANCIES IDENTIFIED IN THIS DOCUMENT MUST BE REPORTED IMMEDIATELY TO THE ARCHITECT / ENGINEER BEFORE PROCEEDING. CONTRACTORS MUST VERIFY ALL DIMENSIONS PRIOR TO PROCEEDING WITH ANY WORK. ONLY FIGURED DIMENSIONS ARE TO BE USED FOR VERIFICATION.

ARCHITECT / ENGINEER SEAL:

OWNER / CLIENT

RP 1185 LLC 70 EAST 55TH ST., 23RD FL. NEW YORK, NY 10022

above: level 03 ballroom, pre-function, B.O.H. below: level 08 typical guestroom

ELEVATOR CONSULTANT:

FORTUNE SHEPLER SALING 37 WOODLAD ROAD MAPLEWOOD, NJ 07040 T: 862.400.6382

SUSTAINABILITY CONSULTANT:

COSENTINI ASSOCIATES 2 PENN PLAZA NEW YORK, NY 10121 T: 212.615.3600

IT CONSULTANT:

NTI 320 SOUTH PERRY STREET LAWRENCEVILLE, GA 30046 T: 678.460.3922

KEY PLAN:

1 2 3 4 5

75% DESIGN DEVELOPMENT RC SD SUBMISSION 90% DESIGN DEVELOPMENT RC SD SUBMISSION PROGRESS UPDATE

PROJECT NUMBER:

702.000 DRAWING SIZE:

ISS.:

DESCRIPTION:

DATE:

DRAWING TITLE:

OVERALL PLAN - LEVEL 08-20

24"X36" SCALE:

1/8" = 1'-0" PROJECT PHASE:

In charge of developing and drawing all the floor plans, and constantly updating the plans per coordination 10

08/31/2016 09/23/2016 10/28/2016 12/14/2017 12/19/2017

DESIGN DEVELOPMENT

DRAWING NUMBER:

DOB REV.:

LIFE SAFETY LEGEND 3 HR RATED FIRE BARRIER 2 HR RATED FIRE BARRIER 1 HR RATED FIRE BARRIER 3 HR RATED SMOKE BARRIER 2 HR RATED SMOKE BARRIER 1 HR RATED SMOKE BARRIER SMOKE PARTITION

1 HR RATED CORRIDOR

EXIT DOOR A 174

2 FRONT OFFICES 0107

243 SF

100

225

P.E. LOBBY 0120 171 SF R-1

PATH OF TRAVEL DISTANCE (P.T.); COMMON PATH OF TRAVEL (C.P.T.); DEADEND PATH (D.T.)

SECURITY 0101 45 SF

OCCUPANT EVACUATION ELEVATOR LOBBY

DISTANCE BETWEEN EXIT EGRESS SPACE DIAGONAL

100

TABLE TAG:

A FROM FLOORS ABOVE P.E 2

RESTAURANT A 0108 935 SF

P.E 3

SERVICE ENTRY 428 SF

P.E1

2" 0 1/ 56'-1 S =1 EXIT OF ONS SERVICE RATI SEPA CIRCULATION ED ID 360 SF PROV

BE TW EE NR ES TA UR AN TE XIT S = 63'-3

FROM FLOORS ABOVE

FROM FLOOR BELOW

TRAVEL DISTANCE = 39''-8"

LOADING DOCK 0103 743 SF S-1

300

TR AV EL

RECEP./CHECK IN 0113 1,198 SF

SE PA RA TIO

ENTRY B348 665 SF R

EXIT DOOR 3 86

330

OCCUPANT LOAD OCCUPAN FACTOR T LOAD 15 233.0 15 63.0 296.0 100 1.0 100 3.0 15 108.0 15

80.0 192.0 3.0 3.0 491.0

300

CELLAR 03/LEVEL 05 HAVE THE HIGHEST CONVERGING LOADS REQUIRED EXIT DOOR A OCCU. = CELLAR 03 EXIT DOOR A + LEVEL 05 EXIT DOOR A REQUIRED EXIT DOOR B OCCU. = CELLAR 03 EXIT DOOR B + LEVEL 05 EXIT DOOR B + SERV. ENTRY REQUIRED EXIT DOOR C OCCU. = L5 EXIT DOOR C.1 + L5 EXIT DOOR C.2 REQUIRED EXIT DOOR 1 OCCU. = EXIT DOOR A + PUBLIC ENTRY OCCU. REQUIRED EXIT DOOR 2 OCCU. = 1/2 (RESTAU. A + LOUNG./BAR) REQUIRED EXIT DOOR 3 OCCU. = 1/2 (RESTAU. A + LOUNG./BAR)

CELLAR 03

RESTAURANT B 0104 3,481 SF A

NS OF EX ITS

L01

STAIR A STAIR B EXIT DOOR A

=7 3'8"

EXIT DOOR C EXIT DOOR 1 EXIT DOOR 2

LEVEL 05

TOTAL

STAIR A STAIR B STAIR C

EXIT DOOR B

" 1/2

LOBBY LOUNGE/BAR 0112 1,613 SF

RE TA IL

1 '-1 93 L= NA GO DIA

RM OCC # GRP PROGRAM AREA 0104 A RESTAURANT B 3,481 SF 0108 A RESTAURANT A 935 SF TOTAL GROUP A OCCUPANT LOAD 0101 R SECURITY 45 SF 0107 R FRONT OFFICES 243 SF 0112 R LOBBY 1,613 SF LOUNGE/BAR 0113 R RECEP./CHECK IN 1,198 SF

EGRESS CALC.-LEVEL 01 (CONVERGING LOADS)

IL TA RE

PR OV ID ED

EXIT DOOR 2

PROVIDED OCC. LOAD

OCCUPANT LOAD CALCULATION LEVEL 01

TOTAL OCCUPANT LOAD = 491

EXIT DOOR

150

TOTAL GROUP S-1 OCCUPANT LOAD

FLO OR DIA GO NA L =2 08'-4 "

100

TOTAL GROUP R OCCUPANT LOAD 0103 S-1 LOADING DOCK 743 SF

FIRE COMMAND CENTER XIT S

REQUIRED OCC. LOAD

STAIR B FROM FLOORS BELOW

TR AV EL DIS TA NC E

S.E 1

ROOM NAME AREA OCC. LOAD FACTOR

100

EXIT DOOR

330

F.S.A.E LOBBY 123 SF

STAIR A

1/4"

177 180

OCCUPANCY GRP EXIT DOOR TAG:

EXIT DOOR B

FROM LEVEL 01

S.E 2

DIS TA 88'-1 NC " EB ET WE EN E

ROOM NAME 101 150 SF

ROOM NUMBER

174 91

177 182

EXIT DOOR 3

900

182

257

LEVEL 01 EGRESS CAPACITY

PLAZA

STAIR C

E EXISTING VAULTS PROPOSED VAULTS

EXIT DOOR 1 257

182

REMOTENESS OF EXITS FLOOR DIAGONAL = 208'-4"; 1/3 OF FLOOR DIAGONAL = 69'-5" (AUTOMATIC SPRINKLER SYSTEM AS PER NYCBC 903.3.1) TRAVEL DISTANCE BETWEEN EXITS = 88'-1" > 69'-5"

EXIT DOOR C

330

EXIT DOOR EXIT DOOR A EXIT DOOR B EXIT DOOR C EXIT DOOR 1 EXIT DOOR 2 EXIT DOOR 3

DOOR DOOR EGRESS REQUIRED WIDTH CAPACITY PROVIDED CAPACITY (PERSON) (IN) (PERSON) 45 225 174 66 330 177 34 330 182 66 330 257 66 330 86 180 900 86 TOTAL 1545 900

DIAGONAL OF RESTAURANT B = 93'-11 1/2" 1/3 OF DIAGONAL = 31"-4" (NYCBC 903.3.1) PROVIDED SEPERATIONS OF EXIT DOORS = 73'-8">31'-4"

170

MARQUEE ABOVE CURB LINE

1185 BROADWAY NEW YORK, NY 10001

ARCHITECT:

STRUCTURAL CONSULTANT

RAFAEL VINOLY ARCHITECTS 50 VANDAM STREET NEW YORK, NY 10013 T: 212.924.5060 F: 212.924.5858

MEP ENGINEER:

DESIMONE 18 WEST 18TH ST., 10TH FL. NEW YORK, NY 10011 T: 212.532.2211 CIVIL ENGINEER:

AKF ONE LIBERTY PLAZA, 22ND FL. NEW YORK, NY 10006 T: 212.354.5656 CODE CONSULTANT:

CCI 215 WEST 40TH ST., 15TH FL. NEW YORK, NY 10018 T: 212.216.9596

PHILIP HABIB & ASSOC. 102 MADISON AVENUE NEW YORK, NY 10001 T: 212.929.5656

INTERIOR DESIGN:

LANDSCAPE CONSULTANT:

YABU PUSHELBERG 88 PRINCE STREET, 2ND FL. NEW YORK, NY 10012 T: 212.226.0808 ACOUSTIC CONSULTANT:

LONGMAN LINDSEY 1410 BROADWAY, STE. 508 NEW YORK, NY 10018 T: 212.315.6401

MICHAEL VAN VALKENBURGH 16 COURT STREET, 11TH FL. BROOKLYN, NY 11241 T: 718.243.2044 ELEVATOR CONSULTANT:

FORTUNE SHEPLER SALING 37 WOODLAD ROAD MAPLEWOOD, NJ 07040 T: 862.400.6382

EXIT DOOR A

2'72

165

EXTERIOR ENCLOSURE CONSULTANT:

IBA CONSULTANTS, INC. 8019 34TH AVENUE EAST BRADENTON, FL 34201 T: 941.932.9060 SUSTAINABILITY CONSULTANT:

COSENTINI ASSOCIATES 2 PENN PLAZA NEW YORK, NY 10121 T: 212.615.3600

EXPEDITOR:

ARCHITECT / ENGINEER SEAL:

DISCLAIMER:

GILLMAN CONSULTING, INC. 40 WORTH STREET, STE. 600 NEW YORK, NY 10013 T: 212.349.9304

OWNER / CLIENT

NTI 320 SOUTH PERRY STREET LAWRENCEVILLE, GA 30046 T: 678.460.3922

1 2 3 4

KEY PLAN:

75% DESIGN DEVELOPMENT RC SD SUBMISSION 90% DESIGN DEVELOPMENT PROGRESS UPDATE

08/31/2016 09/23/2016 10/28/2016 12/19/2017

PROJECT NUMBER:

702.000 DRAWING SIZE:

1 HR RATED FIRE BARRIER 3 HR RATED SMOKE BARRIER

DRAWING TITLE:

LIFE SAFETY2 HR- LEVEL 01 RATED SMOKE BARRIER 1 HR RATED SMOKE BARRIER SMOKE PARTITION

24"X36" SCALE:

1/8" = 1'-0" PROJECT PHASE:

EXIT DOOR B

OCCUPANT EVACUATION ELEVATORS ARE PROVIDED IN LIEU OF THE ADDITIONAL STAIR AS PER 403.5.2 EXCEPTION 2.3.; 8 PE-1 AND SE-1 ARE THE FIRE SERVICE ACCESS ELEVATORS; PE-1, PE-2, PE-3 ARE OCCUPANT EVACUATION ELEVATORS ACCESSED FROM CELLAR 03 - LEVEL 04, LEVEL 05, LEVEL 08LIFE SAFETY LEGEND LEVEL 31, LEVEL 33-LEVEL 37; SE-2 IS THE OCCU. EVACUATION ELEVATOR ACCESSED FROM LEVEL 04, 06, 07, 32 AND 38. ALL HR RATED FIRE BARRIER O.E.E. ARE COMPLIANT 3 WITH BC 3008.1 - .11 2 HR RATED FIRE BARRIER

RP 1185 LLC 70 EAST 55TH ST., 23RD FL. NEW YORK, NY 10022

IT CONSULTANT:

NOTE *REQ'D STAIR WIDTH = OCCUPANT LOAD (PEOPLE) X .3" *REQ'D DOOR WIDTH = OCCUPANT LOAD (PEOPLE) X .2" *STAIR EGRESS CAPACITY = STAIR EGRESS WIDTH / 0.3" *DOOR EGRESS CAPACITY = DOOR EGRESS WIDTH / 0.2" *EGRESS CAPACITY = STAIR EGRESS CAPACITY OR DOOR EGRESS CAPACITY WHICHEVER IS LESS *MINIMUM FIRE SERVICE LOBBY IS 120 SF AS PER NYCBC 2014 *REFER TO STAIR SERIES A-341 - A-350 FOR STAIR COMPLIANCE

165

ISS.:

DESCRIPTION:

1 HR RATED CORRIDOR

DRAWING NUMBER:

DATE:

DOB REV.:

A-054 .00

OCCUPANT EVACUATION ELEVATOR LOBBY

DESIGN DEVELOPMENT

DISTANCE BETWEEN EXIT EGRESS SPACE DIAGONAL TABLE TAG:

ROOM NAME 101 150 SF

ROOM NUMBER

OCCUPANCY GRP

ROOM NAME AREA OCC. LOAD FACTOR

100

EXIT DOOR TAG: P.E 2

P.E 3

S.E 2

P.E1

F-2

STAIR B

M BA LLR OO M #1

B TRAVEL DISTANCE BETWEEN EXITS = 47'-9" FL OO RD

COMMON PATH OF TRAVEL PROVIDED = 19'-11"

TR AV EL

N TIO NC -FU RE

DIS TA P NC E

BE TW EE N

EX TIS

" 9'-1

2 HR FIRE RATED GLASS

BANQUET HALL OCC. LOAD

STAIR C

EXIT DOOR

BA LL RO OM

#2 DIA GO NA L

200

4.0 4.0

CLEAR DOOR EGRESS DOOR REQUIRED CAPACITY PROVIDED WIDTH CAPACITY (PERSON) (PERSON) (IN) 66

330

EXIT DOOR 2 EXIT DOOR C

66 34 TOTAL

330 170 1000

106 107 274

BANQUET HALL CAPACITY (COMBINED)

78 '-0 "

BANQUET HALL B 0302.2

2,551 SF

330

137

EXIT DOOR C

34 TOTAL

170 500

138 275

EGRESS CAPACITY DOOR STAIR CLEAR EGRESS EGRESS REQUIRED STAIR DOOR EGRESS WIDTH CAPACITY CAPACITY CAPACITY COMPONENT WIDTH PROVIDED PROVIDED (PERSON) (IN) (IN) (PERSON) (PERSON) STAIR A STAIR B STAIR C

CLEAR DOOR EGRESS DOOR REQUIRED CAPACITY PROVIDED WIDTH CAPACITY (PERSON) (PERSON) (IN)

EXIT DOOR 1

EXIT DOOR C

10 '-0 "

OCCUPANT LOAD OCCUPANT FACTOR LOAD 0 0.0

EXIT DOOR 1

EXIT DOOR

OCCUPANCY = 213

170

OCCUPANT LOAD CALCULATION LEVEL 03 (EXCLUDE BALLROOM)

BANQUET HALL EGRESS CAPACITY (SEPARATED)

EXIT DOOR C

OCCUPANT LOAD OCCUPANT FACTOR LOAD AREA 3,318 SF 12 277.0 277.0

0301 F-2 PANTRY 708 SF TOTAL GROUP F-2 OCCUPANT LOAD TOTAL OCCUPANT LOAD = 281

BANQUET HALL 0302 3,318 SF

" 1/2

138

OCCUPANT LOAD CALCULATION BALLROOM

OCC RM # GRP PROGRAM AREA 0304 A PREFUNCTION 1,488 SF TOTAL GROUP A OCCUPANT LOAD

'-8 94 L= NA GO DIA

" '-0 10

PROVIDED OCC. LOAD

150

BANQUET HALL A OCCUPANCY LOAD = 721SF/12 = 61 PERSON BANQUET HALL B OCCUPANCY LOAD = 2,551SF/12 = 213 PERSON

OPERABLE PARTITION

PREFUNCTION 0304 1,488 SF A

43'-3 "

16 4'5"

OCCUPANCY = 61

EXIT DOOR 2

=9 5'41 /2"

721 SF

OM RO LL BA

COMMON PATH OF TRAVEL PROVIDED = 80' - 3"

L =5 NA GO DIA

0302.1

EXIT DOOR 1

IAG ON AL =

TRAVEL DISTANCE BETWEEN EXTIS =47'-0"

COMMON PATH OF TRAVEL PROVIDED = 79' - 6"

DIA GO NA L=

TRAVEL DISTANCE BETWEEN EXTIS =35'-6 1/2"

100

RM # PROGRAM 0302 BANQUET HALL BANQUET HALL A

4'-2"

REQUIRED OCC. LOAD

200

S.E 1

STAIR A

EXIT DOOR

PANTRY 0301 708 SF

F.A.S.E / S.E. LOBBY

O.E.E. LOBBY 514 SF

33 33 34

44 44 60 TOTAL

165 165 170 500

146 146 200 492

72 71 138 281

OCCUPANCY EVACUATION ELEVATIOR LOBBY

281 X 25% X 3SF/PERSON = 211 SF REQUIRED WHEEL CHAIR SPACE = (2.5'X4')X(281/50) = 60 SF REQUIRED EVACUATION ELEVATOR LOBBY = 221 + 60 = 271 SF PROVIDED OCCUPANCY EVACUATION ELEVATOR LOBBY AREA = 514 SF > 271 SF

REMOTENESS OF EXITS

1185 BROADWAY NEW YORK, NY 10001

ARCHITECT:

RAFAEL VINOLY ARCHITECTS 50 VANDAM STREET NEW YORK, NY 10013 T: 212.924.5060 F: 212.924.5858

STRUCTURAL CONSULTANT

DESIMONE 18 WEST 18TH ST., 10TH FL. NEW YORK, NY 10011 T: 212.532.2211 CIVIL ENGINEER:

PHILIP HABIB & ASSOC. 102 MADISON AVENUE NEW YORK, NY 10001 T: 212.929.5656

MEP ENGINEER:

AKF ONE LIBERTY PLAZA, 22ND FL. NEW YORK, NY 10006 T: 212.354.5656 CODE CONSULTANT:

CCI 215 WEST 40TH ST., 15TH FL. NEW YORK, NY 10018 T: 212.216.9596

INTERIOR DESIGN:

YABU PUSHELBERG 88 PRINCE STREET, 2ND FL. NEW YORK, NY 10012 T: 212.226.0808 ACOUSTIC CONSULTANT:

LONGMAN LINDSEY 1410 BROADWAY, STE. 508 NEW YORK, NY 10018 T: 212.315.6401

LANDSCAPE CONSULTANT:

MICHAEL VAN VALKENBURGH 16 COURT STREET, 11TH FL. BROOKLYN, NY 11241 T: 718.243.2044 ELEVATOR CONSULTANT:

FORTUNE SHEPLER SALING 37 WOODLAD ROAD MAPLEWOOD, NJ 07040 T: 862.400.6382

EXTERIOR ENCLOSURE CONSULTANT:

IBA CONSULTANTS, INC. 8019 34TH AVENUE EAST BRADENTON, FL 34201 T: 941.932.9060

EXPEDITOR:

Fire and Life Safety Plans

GILLMAN CONSULTING, INC. 40 WORTH STREET, STE. 600 NEW YORK, NY 10013 T: 212.349.9304

DISCLAIMER:

ARCHITECT / ENGINEER SEAL:

OWNER / CLIENT

RP 1185 LLC 70 EAST 55TH ST., 23RD FL. NEW YORK, NY 10022

OCCUPANT EVACUATION ELEVATORS ARE PROVIDED IN LIEU OF THE ADDITIONAL STAIR AS PER 403.5.2 EXCEPTION 2.3.; PE-1 AND SE-1 ARE THE FIRE SERVICE ACCESS ELEVATORS; PE-1, PE-2, PE-3 ARE OCCUPANT EVACUATION ELEVATORS ACCESSED FROM CELLAR 03 - LEVEL 04, LEVEL 05, LEVEL 08LEVEL 31, LEVEL 33-LEVEL 37; SE-2 IS THE OCCU. EVACUATION ELEVATOR ACCESSED FROM LEVEL 04, 06, 07, 32 AND 38. ALL O.E.E. ARE COMPLIANT WITH BC 3008.1 - .11 KEY PLAN:

above: level 01 hotel lobby, restaurant below: level 03 ballroom, pre-function, B.O.H.

SUSTAINABILITY CONSULTANT:

COSENTINI ASSOCIATES 2 PENN PLAZA NEW YORK, NY 10121 T: 212.615.3600

IT CONSULTANT:

NTI 320 SOUTH PERRY STREET LAWRENCEVILLE, GA 30046 T: 678.460.3922

1 2 3 4

75% DESIGN DEVELOPMENT RC SD SUBMISSION 90% DESIGN DEVELOPMENT PROGRESS UPDATE

08/31/2016 09/23/2016 10/28/2016 12/19/2017

PROJECT NUMBER:

702.000 DRAWING SIZE:

DRAWING TITLE:

LIFE SAFETY - LEVEL 03

24"X36" SCALE:

1/8" = 1'-0" PROJECT PHASE:

ISS.:

DESCRIPTION:

DATE:

DESIGN DEVELOPMENT

In charge of drawing the life safety plans for all the levels, making sure the design updates are code compliant 11

BANQUET HALL B DIAGONAL = 78'-0" 1/3 OF DIAGONAL = 26'-0" (NYCBC 903.3.1) PROVIDED SEPARATIONS OF EXITS = 35'-6 1/2"> 26'-0" BANQUET HALL DIAGONAL = 94'-8 1/2" 1/3 OF DIAGONAL = 31'-8" (NYCBC 903.3.1) PROVIDED SEPARATIONS OF EXITS = 47'-0" > 31'-8" PRE-FUNCTION DIAGONAL = 59'-1" 1/3 OF DIAGONAL = 19'-8" PROVIDED SEPARATIONS OF EXITS = 47'-9" > 19'-8" FLOOR DIAGONAL = 164'-5" 1/3 FLOOR DIAGONAL = 54'-10" (AUTOMATIC SPRINKLER SYSTEM AS PER NYCBC 903.3.1) TRAVEL DISTANCE BETWEEN EXITS = 95'-4 1/2" > 54'-10" NOTE *REQ'D STAIR WIDTH = OCCUPANT LOAD (PEOPLE) X .3" *REQ'D DOOR WIDTH = OCCUPANT LOAD (PEOPLE) X .2" *STAIR EGRESS CAPACITY = STAIR EGRESS WIDTH / 0.3" *DOOR EGRESS CAPACITY = DOOR EGRESS WIDTH / 0.2" *EGRESS CAPACITY = STAIR EGRESS CAPACITY OR DOOR EGRESS CAPACITY WHICHEVER IS LESS *MINIMUM FIRE SERVICE LOBBY IS 120 SF AS PER NYCBC 2014 *REFER TO STAIR SERIES A-341 - A-350 FOR STAIR COMPLIANCE

BANQUAT HALL A DOES NOT NEED TWO EXITS - OCCUPANCY LOAD NOT EXCEEDING 74 NYCBC 2014 TABLE 1015.1

DRAWING NUMBER:

DOB REV.:

1 A-321

FFL.

3'-312"

FFL.

FIRESAFING INSUL. & SMOKE SEAL

WINDOW TREATMENT POCKET B

4 A-321

INSUL. GLASS (GL-1) 3 1 3 8" GL. / 2" AS. / 8" GL. W/ PERFORMANCE COATING (#2)

2 A-321

GLAZING JOINTS, TYP. OUTLINE OF DEMISE PARTITION WALL, BYND.

INTERIOR

EXTERIOR 9'-3"

PTD. MTL CLADDING W/FIRESAFING INSUL. (1-HR RATED) OUTLINE OF COL., BYND.

OUTLINE OF SUNSHADE DEVICE STL. SUPPORT TRUSS

STONE CLAD SUNSHADE DEVICE W/CUTOUT SLOTS FOR VENTILATION

A-326

2'-5" 9"

1'-0"

ARTIFICIAL PLANTING SUNSHADE SUPPORT BRACKETS

VENTILATION 5.8 SF (5.5 SF MIN.)

OPERABLE VENT

1'-1012"

7'-812"

INSUL. GLASS (GL-1) GL. / 12" AS. / 3 8" GL. W/ PERFORMANCE COATING (#2) 3

VENTILATION 5.5 SF (5.5 SF MIN.)

STONE CLAD SUNSHADE DEVICE W/ CUTOUT SLOTS 3'-312"

FFL.

FFL. UNITIZED PTD. ALUM. SPANDREL PANEL W/ VB. & MINERAL WOOL INSUL. STL. EMBED PLATE AT SLAB EDGE FOR STL. TRUSS

VENTILATION GRILLE

TRUSS CONNECTIONS TO SLAB EDGE

SUNSHADE DEVICE SUPPORT STL TRUSS (HSS 3x3x1 4)

DETAIL ELEVATION - TOWER GLAZING AT TYPICAL HOTEL UNITS - CORNER

SCALE:

3/4" = 1'-0"

DETAIL PLAN - TOWER GLAZING AT TYPICAL HOTEL UNITS

SCALE: 1 A-321

3/4" = 1'-0"

DETAIL SECTION - TOWER GLAZING AT TYPICAL HOTEL UNITS

SCALE:

3/4" = 1'-0"

GWB. FINISHED COL.

DEMISE PARTITION WALL

WD. WINDOW STOOL

INSUL. GLASS (GL-1) 3 1 3 8" GL. / 2" AS. / 8" GL. W/ PERFORMANCE COATING (#2)

FIRE-RATED GL. W/ SOLAR PERFORMANCE COATING (GL-2) & STL. FRAME ASSEMBLY (1-HR RATED)

ARTIFICIAL PLANTING ZONE STONE CLAD SUNSHADE DEVICE W/ CUTOUT SLOTS

STONE CLAD SUNSHADE DEVICE W/ CUTOUT SLOTS PTD. MTL CLADDING W/FIRESAFING INSUL. (1-HR RATED)

ARTIFICIAL PLANTING ZONE

10'-07 6"

SCALE:

1185 BROADWAY NEW YORK, NY 10001 1

7'-71116"

DETAIL PLAN - TOWER GLAZING AT TYPICAL HOTEL UNITS - CORNER 3/4" = 1'-0"

7'-71116"

SCALE:

STRUCTURAL CONSULTANT:

MEP ENGINEER:

INTERIOR DESIGN:

LANDSCAPE CONSULTANT:

EXTERIOR ENCLOSURE CONSULTANT:

EXPEDITOR:

DISCLAIMER:

RAFAEL VINOLY ARCHITECTS 50 VANDAM STREET NEW YORK, NY 10013 T: 212.924.5060 F: 212.924.5858

DESIMONE 18 WEST 18TH ST., 10TH FL. NEW YORK, NY 10011 T: 212.532.2211

AKF ONE LIBERTY PLAZA, 22ND FL. NEW YORK, NY 10006 T: 212.354.5656

YABU PUSHELBERG 88 PRINCE STREET, 2ND FL. NEW YORK, NY 10012 T: 212.226.0808

MICHAEL VAN VALKENBURGH 16 COURT STREET, 11TH FL. BROOKLYN, NY 11241 T: 718.243.2044

IBA CONSULTANTS, INC. 8019 24TH AVENUE EAST BRADENTON, FL 34201 T: 941.932.9060

GILLMAN CONSULTING, INC. 40 WORTH STREET, STE. 600 NEW YORK, NY 10013 T: 212.349.9304

CIVIL ENGINEER:

CODE CONSUTLANT:

ACOUSTIC CONSULTANT:

ELEVATOR CONSULTANT:

SUSTAINABILITY CONSULTANT:

IT CONSULTANTl

PHILIP HABIB & ASSOC. 102 MADISON AVENUE NEW YORK, NY 10001 4 T: 212.929.5656

CCI 215 WEST 40TH ST., 15TH FL. NEW YORK, NY 10016 4 T: 212.216.9596

LONGMAN LINDSEY 1410 BROADWAY, STE. 508 NEW YORK, NY 10018 T: 212.315.6401

FORTUNE SHEPLER SALING 37 WOODLAND ROAD 5MAPLEWOOD, NY 07040 T: 862.400.6382

COSENTINI ASSOCIATES 2 PENN PLAZA NEW YORK, NY 10121 5 T: 212.615.3600

NTI 320 SOUTH PERRY STREET LAWRENCEVILLE, 6 GA 30046 T: 678.460.3922

THE ARCHITECT / ENGINEER SHALL HAVE NO RESPONSIBILITY FOR ANY LIABILITY, LOSS, COST, DAMAGE OR EXPENSE ARISING FROM OR RELATING TO ANY USE OF THIS DOCUMENT FOR ANY PURPOSE OTHER THAN ITS INTENDED PURPOSE ON THIS PROJECT. THIS DOCUMENT IS TO BE CONSIDERED IN CONJUNCTION WITH ALL RELATED DOCUMENTATION. ANY DISCREPANCIES IDENTIFIED IN THIS DOCUMENT MUST BE REPORTED IMMEDIATELY TO THE ARCHITECT / ENGINEER BEFORE PROCEEDING. CONTRACTORS MUST VERIFY ALL DIMENSIONS 6 ANY WORK. ONLY PRIOR TO PROCEEDING WITH FIGURED DIMENSIONS ARE TO BE USED FOR VERIFICATION.

DETAIL PLAN - TOWER GLAZING AT TYPICAL HOTEL UNITS

ARCHITECT:

7'-71116"

4 ARCHITECT / ENGINEER SEAL:

OWNER / CLIENT:

3/4" = 1'-0"

KEY PLAN:

RP 1185 LLC 70 EAST 55TH ST., 23RD FL. 23 FLOOR NEW YORK, NY 10022

75% DESIGN DEVELOPMENT

08/31/2016

RC SD SUBMISSION

09/23/2016

90% DESIGN DEVELOPMENT

10/28/2016

PROJECT NUMBER:

702.000 DRAWING SIZE:

24" x 36" SCALE:

3/4" = 1'-0" PROJECT PHASE:

8 ISS.:

DESCRIPTION:

DATE:

DESIGN DEVELOPMENT

DRAWING TITLE:

EXTERIOR WALL SYSTEM TOWER GLAZING TYPICAL HOTEL UNITS

DRAWING NUMBER:

REV.:

INTERIOR

PTD. ALUM. CURTAIN WALL FRAMING

INSUL. GLASS (GL-1) 3 1 3 8" GL. / 2" AS. / 8" GL. W/ PERFORMANCE COATING (#2)

ARTIFICIAL PLANTING

EXTERIOR

INTERIOR

EXTERIOR

INTERIOR

9'-3" TO FIN. CLG.

SUNSHADE DEVICE SUPPORT STL. TRUSS TOP CHORD (HSS 3x3x1 4)

LANDSCAPE INTERIOR CONSULTANT: DESIGN:

EXTERIOR LANDSCAPE ENCLOSURE CONSULTANT: CONSULTANT:

EXPEDITOR: EXTERIOR ENCLOSURE CONSULTANT: DISCLAIMER: EXPEDITOR:

CIVIL ENGINEER:

CODE CONSUTLANT: CIVIL ENGINEER:

ACOUSTIC CODE CONSULTANT: CONSUTLANT:

PHILIP HABIB & ASSOC. 102 MADISON AVENUE NEW YORK, NY 10001 T: 212.929.5656

CCI PHILIP HABIB & ASSOC. 215 WEST 102 MADISON 40TH ST., AVENUE 15TH FL. NEW YORK, NEW YORK, NY 10016 NY 10001 T: 212.216.9596 T: 212.929.5656

COSENTINI ASSOCIATES NTI COSENTINI ASSOCIATES LONGMAN CCI LINDSEY FORTUNE LONGMAN SHEPLER LINDSEY SALING FORTUNE SHEPLER SALING 320 SOUTH 2 PENN PERRY PLAZA STREET 1410 BROADWAY, 215 WEST 40TH STE.ST., 50815TH FL. 37 WOODLAND 1410 BROADWAY, ROAD STE. 508 2 PENN 37PLAZA WOODLAND ROAD NEW YORK, NY 10121 NEW YORK, GA NY 10121 30046 NEW YORK, NY 10018 MAPLEWOOD, NEW YORK, NY NY 07040 10018 MAPLEWOOD, NY 07040 LAWRENCEVILLE, NEW YORK, NY 10016 T: 212.615.3600 T: 678.460.3922 T: 212.615.3600 T: 212.315.6401 T: 212.216.9596 T: 862.400.6382 T: 212.315.6401 T: 862.400.6382

ELEVATOR ACOUSTIC CONSULTANT: CONSULTANT:

SUSTAINABILITY ELEVATOR CONSULTANT: CONSULTANT:

IT CONSULTANTl SUSTAINABILITY CONSULTANT:

DISCLAIMER: ARCHITECT / ENGINEER SEAL:

THE ARCHITECT / ENGINEER SHALL HAVE GILLMAN CONSULTING, INC.NO THE ARCHITECT / ENGINEER SHALL HAVE NO RESPONSIBILITY FORSTREET, ANY LIABILITY, LOSS, RESPONSIBILITY FOR ANY LIABILITY, LOSS, 40 WORTH STE. 600 COST, DAMAGE OR EXPENSE ARISING FROM ORCOST, DAMAGE OR EXPENSE ARISING FROM OR NEW YORK, 10013 RELATING TO ANY USENY OF THIS DOCUMENT FORRELATING TO ANY USE OF THIS DOCUMENT FOR T: 212.349.9304 ANY PURPOSE OTHER THAN ITS INTENDED ANY PURPOSE OTHER THAN ITS INTENDED PURPOSE ON THIS PROJECT. THIS DOCUMENT IS PURPOSE ON THIS PROJECT. THIS DOCUMENT IS TO BE CONSIDERED IN CONJUNCTION WITH ALL TO BE CONSIDERED IN CONJUNCTION WITH ALL RELATED DOCUMENTATION. ANY RELATED DOCUMENTATION. ANY IT CONSULTANTl DISCREPANCIES IDENTIFIED IN THIS DOCUMENTDISCREPANCIES IDENTIFIED IN THIS DOCUMENT MUST BE REPORTED IMMEDIATELY TO THE MUST BE REPORTED IMMEDIATELY TO THE NTI ARCHITECT / ENGINEER BEFORE PROCEEDING. ARCHITECT / ENGINEER BEFORE PROCEEDING. 320 SOUTH PERRY STREET CONTRACTORS MUST VERIFY ALL DIMENSIONS CONTRACTORS MUST VERIFY ALL DIMENSIONS LAWRENCEVILLE, 30046 ONLY PRIOR TO PROCEEDING WITH ANY WORK. ONLY PRIOR TO PROCEEDING WITH GA ANY WORK. T:DIMENSIONS 678.460.3922 FIGURED ARE TO BE USED FOR FIGURED DIMENSIONS ARE TO BE USED FOR VERIFICATION. VERIFICATION.

INSUL. OPERABLE VENT

10 316 "

1'-314"

1'-1012"

FFL.

SSL.

214"

3'-312"

214"

FFL.

SSL.

SSL. SUNSHADE SUPPORT BRACKETS

FIRESAFING INSUL. & SMOKE SEAL

UNITIZED PTD. ALUM. SPANDREL PANEL W/ VB. & MINERAL WOOL INSUL.

STONE CLAD SUNSHADE DEVICE W/ CUTOUT SLOTS

STL. EMBED PLATE AT SLAB EDGE FOR STL. TRUSS

SUNSHADE DEVICE SUPPORT STL. TRUSS BOT. CHORD (HSS 3x3x1 4)

VENTILATION GRILLE

WINDOW TREATMENT POCKET

3" = 1'-0"

SCALE:

ARCHITECT / ENGINEER SEAL: OWNER / CLIENT:

RP 1185 LLC 70 EAST 55TH ST., 23RD FL. 23 FLOOR NEW YORK, NY 10022

3" = 1'-0"

9'-3" TO FIN. FLR.

KEY PLAN: OWNER / CLIENT:

VENTILATION GRILLE

WINDOW TREATMENT POCKET

DETAIL SECTION - TOWER GLAZING DETAIL AT TYPICAL SECTIONHOTEL - TOWER UNITS GLAZING - SUN AT SHADE TYPICAL DEVICE HOTEL AT VENT UNITS - SUN SHADE DEVICE AT VENT

SCALE: KEY PLAN:

RP 1185 LLC 70 EAST 55TH ST., 23RD FL. 23 FLOOR NEW YORK, NY 10022

75% DESIGN DEVELOPMENT

90% DESIGN DEVELOPMENT

PROJECT NUMBER: 75% 08/31/2016 DESIGN DEVELOPMENT

702.000 90% 10/28/2016 DESIGN DEVELOPMENT

DRAWING TITLE: NUMBER: PROJECT 08/31/2016

24" x 36"

ISS.:

DESCRIPTION: DATE:

DESIGN DEVELOPMENT

3" = 1'-0"

SCALE:

3" = 1'-0" PROJECT PHASE:

DESCRIPTION:

SCALE:

DRAWING SIZE:

SCALE:

ISS.:

3" = 1'-0"

DRAWING TITLE:

702.000 EXTERIOR WALLEXTERIOR SYSTEM WALL SYSTEM 24" x 36" TOWER GLAZINGTOWER GLAZING DETAILS DETAILS 3" = 1'-0"

10/28/2016

DRAWING SIZE:

DRAWING PROJECT NUMBER: PHASE:

DATE:

DESIGN DEVELOPMENT

DRAWING NUMBER:

REV.:

A-326 . 00

ACAD

INTERIOR MEP DESIGN: ENGINEER:

1'-514"

1'-514" MEP ENGINEER: STRUCTURAL CONSULTANT:

ARTIFICIAL PLANTING

SUNSHADE DEVICE SUPPORT STL. TRUSS TOP CHORD (HSS 3x3x1 4)

SUNSHADE SUPPORT BRACKETS

SCALE: STRUCTURAL ARCHITECT: CONSULTANT:

ARTIFICIAL PLANTING

SUNSHADE DEVICE SUPPORT STL. TRUSS TOP CHORD (HSS 3x3x1 4)

SUNSHADE SUPPORT BRACKETS

DETAIL SECTION - TOWER GLAZING DETAIL AT TYPICAL SECTIONHOTEL - TOWER UNITS GLAZING - SUN AT SHADE TYPICAL DEVICE HOTEL UNITS - SUN SHADE DEVICE

ARCHITECT:

RAFAEL VINOLY ARCHITECTS RAFAEL VINOLY ARCHITECTS MICHAEL VAN VALKENBURGH IBA CONSULTANTS, MICHAEL VAN INC. VALKENBURGH GILLMAN IBA CONSULTING, CONSULTANTS, INC. INC. DESIMONE AKF DESIMONE YABU AKF PUSHELBERG YABU PUSHELBERG 1185 BROADWAY 1185 BROADWAY 50 VANDAM STREET 50 VANDAM STREET, 11TH FL. 8019 24TH 16 COURT AVENUE STREET, EAST 11TH FL. 40 WORTH 8019 STREET, 24TH AVENUE STE. 600 EAST 18 WEST 18TH ST.,STREET 10TH FL. ONE LIBERTY 18 WESTPLAZA, 18TH ST., 22ND 10TH FL. FL.88 PRINCE ONE LIBERTY STREET, PLAZA, 2ND FL.22ND16 FL.COURT 88 PRINCE STREET, 2ND FL. NEW YORK, NY 10013 NEW YORK, NY 10013 BROOKLYN, NY 11241 BRADENTON, BROOKLYN, FL 34201 NY 11241 NEW YORK, BRADENTON, NY 10013 FL 34201 NEW YORK, NY 10011 NEW YORK, NEW YORK, NY 10006 NY 10011 NEW YORK, NEW YORK, NY 10012 NY 10006 NEW YORK, NY 10012 T: 212.924.5060 T: 212.924.5060 T: 718.243.2044 T: 941.932.9060 T: 718.243.2044 T: 212.349.9304 T: 941.932.9060 T: 212.354.5656 T: 212.532.2211 T: 212.226.0808 T: 212.354.5656 T: 212.226.0808 NEW YORK, NY NEW YORK, NY T: 212.532.2211 F: 212.924.5858 F: 212.924.5858 10001 10001

1'-0"

SUNSHADE SUPPORT BRACKETS

9'-3" TO FIN. FLR.

1'-0"

FFL.

SSL.

3'-312"

FFL.

1'-314"

Facade Details The facade is defined by glazing and horizontal bands of planters which reinforces the landscape concept bringing nature into the building. Developed the facade design with Rafael Vinoly and took charge of the initial facade detail drawings. 13

ACAD

ARTIFICIAL PLANTING

3'-312"

1'-0"

1'-1012"

EXTERIOR

9'-3" TO FIN. CLG.

1'-0"

1'-1012"

EXTERIOR

INTERIOR

9'-3" TO FIN. CLG.

PTD. ALUM. CURTAIN WALL FRAMING INSUL. GLASS (GL-1) 3 1 3 8" GL. / 2" AS. / 8" GL. W/ PERFORMANCE COATING (#2)

9'-3" TO FIN. CLG.

ACAD

INSUL. GLASS (GL-1) 3 1 3 8" GL. / 2" AS. / 8" GL. W/ PERFORMANCE COATING (#2)

1' - 4 1/8"

3 3/4"

B 24' - 4 1/2" 2"

1 3B.A

3' - 0"

3' - 5"

2 4S.XA

0F.X

1' - 2 1/8"1' - 2 1/8"

0F.X

Y 12" X 26" LINKED BEAM

4' - 4 5/8"

0F.X

3' - 0" 1' - 7 7/8"

2F.Y

3 5/8" 5' - 0 3/4" 8 3/8"

1 MUR-A-1007 3

4' - 9 1/8"

3' - 0"

3 MUR-A-1035

11 1/4" 9 3/4"

2 5/8"

3' - 2 7/8"

2EQ

1' - 7 1/2"

3 1/8" 10 1/2"

3 1/8" 4 7/8"

11 5/8"

6A.A

1 MUR-A-1018

MUR-A-10075 A-562 8 MUR-A-1007 5

FINISH FLOOR L

2F.A

1' - 1"

SYMBOL

3A.YA 3F.A

4' - 1 3/8"

FLUSH BAS

1' - 11 1/8" 2F.A

DESCRIPTI

APPLIED W

2 MUR-A-1022 6F.A

2A.PW

START POI

1 3B.A

10 MUR-A-1022

24' - 4 1/2"

3' - 9"

22' - 6 1/2"

12' - 6"

1 2C(12).XA

ALIGN

C Y

3' - 0" 2EQ

0F 6A.YA

5 6 MUR-A-10087

3A.YA

3' - 0"

3A.YA

2 3B.AI

NOT FOR CONSTRUCTION. FOR REFERENCE ONLY

1 3B.A

11' - 4 1/2"

5 1/2"

18" X 26" LINKED BEAM

2F.PW 9 MUR-A-100811

1 2C(3).XA

3 1/8"

7 3/8"

15' - 4 3/8"

3 3' - 8 3/4"

5 2 MUR-A-1008 4

11' - 2"

10' - 6 3/4"

6 3/8"

2' - 6 5/8"

14' - 10 1/4"

1 MUR-A-1008

3 1/4"

9 1/2" 0F

4 7/8"

9' - 6 7/8"

2 MUR-A-10171

2 2S.XA 8F.YA

2A.Y

2' - 10"

1 3B.A

3 1/8"

3' - 3 3/8"

2F.Y

7' - 0 1/2"

3' - 8 7/8"

7 5/8"

1' - 11 1/4" 1 MUR-A-1022

4' - 1 1/4"

7' - 6 3/4"

2 4S.XA

9' - 4 7/8" 2C1 (12).XYA

10 3/8"

2 2S.XA

3 2 4S.XA

8F.YA

6' - 7 1/2"

1 1/4"

1 1/2"

4' - 4 3/8"

2 4S.XSA

5' - 0 3/8"

6 3/8" 2' - 7 1/2"

4' - 2 1/2"

1' - 0"

2' - 11 1/2"

6 1/8"

2F.Y

1 3B.AS

2' - 10 3/8"

2 4S.XSA

EQ 2' - 7 1/2"

2' - 8 3/4"

3' - 3 1/8" 2 4S.XSA

ALIGN ALIGN

3' - 6 1/2"

3B.YA

37' - 11"

4 MUR-A-1023

8 3/8"

3 1/8"

8' - 3"

1 2C(3).XA

1' - 3 3/4" 1 1/4" 10 1/4"10 1/4" 1' - 5"

MUR-A-1017

7' - 2 1/2"

1 3B.A

1 2C(3).XA

15' - 4 3/8"

ALIGN

2 MUR-A-1023

7' - 9 1/4"

3B.YA

1 3B.AS

4' - 9 1/8"

4 3 MUR-A-1023 MUR-A-1035

2 4S.XSA

ALIGN

COSENTINI ASSOCIATES 2 PENN PLAZA NEW YORK, NY 10121 T. 212.615.3600 D5

NTI 320 SOUTH PERRY ST. LAWRENCEVILLE, GA 30046 T. 678.460.3922

2 3/4"

8' - 0"

1 2 3 4

PROGRESS SET PROGRESS SET PROGRESS SET PROGRESS SET

06/24/2016 07/14/2016 08/29/2016 11/10/2017

PROJECT NUMBER

702.000

DRAWING SIZE

24"X36"

As indicated

DRAWING TITLE:

KING A ROOM CON PLAN

MUR-A-1

DRAWIN

PROJECT PHASE

ISS.

DESCRIPTION

DATE

18"x18" CEILING ACCESS PANEL WILL BE REQUIRED TO ACCESS H/C WATER SHUT-OFF VALVES

3' - 0 3/4"

EQ SP

1' - 0"

EQ 15' - 4 3/8"

PT1 9' - 3" A.F.F.

EQ EQ

4" D1

PT1 8' - 0" A.F.F.

13' - 8"

5' - 0 1/2"

PT1 8' - 6" A.F.F.

CENTERLINE OF BAR

CHANDELIER

18" X 18" MEP ACCESS PANEL

12"x12"

2EQ

PT1 8' - 6" A.F.F.

BATHTUB

24"x18"

D4 EQ

D6 CHANDELIER

3' - 11"

1' - 6 3/4"

12"x12" EQ

3' - 0"

EQ EQ 2' - 7 5/8"

2 1/2"

2 1/4" 1' - 0"

6 7/8"

MEP ACCESS PANEL

6' - 0 1/4"

NOT FOR CONSTRUCTION. FOR REFERENCE ONLY

L4 1' - 1"

1' - 1"

9 1/8"

18"x18"

5 1/2"

1' - 0 7/8"

12' - 0"

1' - 0"

KEY PLAN

OWNER / CLIENT

RP 1185 LLC 70 EAST 55TH STREET, 23RD FL NEW YORK, NY 10022

D5 SUPPLY GRILLE

ARCHITECT / ENGINEER SEAL:

DISCLAIMER:

18"x18"

8' - 0"

1' - 6 5/8"

CONSULTANT: IT

1' - 0"

FORTUNE SHEPLER SALING 37 WOODLAD ROAD MAPLEWOOD, NJ 07040 T.862.400.6382

PT1 8' - 6" A.F.F.

CONSULTANT: SUSTAINABILITY

LONGMAN LINDSEY 1410 BROADWAY, SUITE 508 NEW YORK, NY 10018 T. 212.315.6401

40 WORTH STREET, SUITE 600 NEW YORK, NY 10013 T. 212.349.9304

CCI 215 WEST 40TH ST., 15TH FL NEW YORK, NY 10018 T. 212.216.9596

CONSULTANT: ELEVATOR

6' - 2 1/2"

CONSULTANT: EXPEDITOR

1'GILLMAN - 0" CONSULTING INC.

PHILIP HABIB & ASSOC. 102 MADISON NEW YORK, NY 10001 T. 212.929.5656

3' - 3 5/8"

CONSULTANT: ACOUSTIC

9 7/8"

CONSULTANT: CODE CONSULTANT

CONSULTANT: EXTERIOR ENCLOSURE

15' - 4 3/8"

CONSULTANT: LANDSCAPE

MICHAEL VAN VALKENBURGH ASSOC. IBA CONSULTANTS, INC. 16 COURT STREET, 11TH FLOOR 8019 34TH AVENUE EAST BROOKLYN, NY 11241 BRADENTON, FL 34201 T. 718.243.2044 T. 941.932.9060

10"

CONSULTANT: CIVIL ENGINEER

CONSULTANT: INTERIOR

1' - 5 7/8"

YABU PUSHELBERG AKF ONE LIBERTY PLAZA, 22ND FL 88 PRINCE STREET, 2ND FL NEW YORK, NY 10012 NEW YORK, NY 10006 T. 212.226.0808 T. 212.354.5656

1' - 0"

CONSULTANT: MEP

DESIMONE 18 WEST 18TH ST, 10TH FL NEW YORK, NY, 10011 T. 212.532.2211

12' - 0"

D5 CONSULTANT: STRUCTURAL

1' - 0"

ALIGN

11"

CONSULTANT: STRUCTURAL

CONSULTANT: MEP

DESIMONE 18 WEST 18TH ST, 10TH FL NEW YORK, NY, 10011 T. 212.532.2211

YABU PUSHELBERG AKF ONE LIBERTY PLAZA, 22ND FL 88 PRINCE STREET, 2ND FL NEW YORK, NY 10012 NEW YORK, NY 10006 T. 212.226.0808 T. 212.354.5656

CONSULTANT: INTERIOR

CONSULTANT: CIVIL ENGINEER

CONSULTANT: CODE CONSULTANT

CONSULTANT: ACOUSTIC

PHILIP HABIB & ASSOC. 102 MADISON NEW YORK, NY 10001 T. 212.929.5656

CCI 215 WEST 40TH ST., 15TH FL NEW YORK, NY 10018 T. 212.216.9596

LONGMAN LINDSEY 1410 BROADWAY, SUITE 508 NEW YORK, NY 10018 T. 212.315.6401

CONSULTANT: LANDSCAPE

CONSULTANT: EXTERIOR ENCLOSURE

MICHAEL VAN VALKENBURGH ASSOC. IBA CONSULTANTS, INC. 16 COURT STREET, 11TH FLOOR 8019 34TH AVENUE EAST BROOKLYN, NY 11241 BRADENTON, FL 34201 T. 718.243.2044 T. 941.932.9060 CONSULTANT: ELEVATOR

FORTUNE SHEPLER SALING 37 WOODLAD ROAD MAPLEWOOD, NJ 07040 T.862.400.6382

CONSULTANT: EXPEDITOR

DISCLAIMER:

ARCHITECT / ENGINEER SEAL:

OWNER / CLIENT

KEY PLAN

Mock-up Room: King A Floor Plan and RCP

GILLMAN CONSULTING INC. 40 WORTH STREET, SUITE 600 NEW YORK, NY 10013 T. 212.349.9304

CONSULTANT: SUSTAINABILITY

CONSULTANT: IT

COSENTINI ASSOCIATES 2 PENN PLAZA NEW YORK, NY 10121 T. 212.615.3600

NTI 320 SOUTH PERRY ST. LAWRENCEVILLE, GA 30046 T. 678.460.3922

RP 1185 LLC 70 EAST 55TH STREET, 23RD FL NEW YORK, NY 10022

1 2 3 4

PROGRESS SET PROGRESS SET PROGRESS SET PROGRESS SET

PROJECT NUMBER

702.000

DRAWING SIZE

24"X36"

As indicated

In charge of the construction documents for the Model Unit Room that is currently being built in Brooklyn ISS.

06/24/2016 07/14/2016 08/29/2016 11/10/2017

DESCRIPTION

PROJECT PHASE

DATE

DRAWING TITLE:

KING A ROOM REFL CEILING PLAN

MUR-A-1

DRAWIN

1/2"1/4" 3/4"

STRUCTURE CONC. SLAB PAINTED GYPSUM BOARD MTL. STUD

GLASS DOOR

STONE

MUR-A-1032 SHOWER

VARIES PER SLOPE OF SHOWER FLOOR

1/2"1/4" 3/4"

1 1/4"

STONE SLAB FINISH

1/8" MIN. GROUT JOINT

1/4"

3/8"

STONE SLAB FINISH

TOILET

1/8"

SHOWER

PRE

1/8" QUIRK MITER

1 1/4"

FINISHED CEILING

WPF

GLASS DOOR

CEM

1/2" 3/4"

MUR-A-1032

MORTAR BED B

STO

WOOD BASE BELOW TOILET

PLYW MTL. STUD, SEE A7 PARTITION WALL ASSEMBLY SCHEDULE FOR TYPE AND SIZE

SEE ASS

WPF. MEMBRANE

STRUCTURE CONC. SLAB

PARTITION AT SHOWER 6 = 1'-0" SCALE: 6"

1 1/4"

1/4" 3/4"

WPF. MEMBRANE

3/4" 1/4"1/2"

MTL. STUD, SEE A7 SCHEDULE FOR TYPE AND SIZE

MR1 1/8" QUIRK MITER

EXT. GRADE PLYWD. SHTG. ST2

CEMENT BD. WPF. MEMBRANE PREMIUM MODIFIED THIN SET MORTAR

1/2"

CEMENT BD. PLYWOOD 5

6 1/2" VFY

FIXED GLASS PANEL

STONE SLAB FINISH

FRAMELESS DRAIN COVER W/ STONE SLAB FINISH

PLYWOOD BLOCKING

CHANNEL TO BE MOUNTED ON THE STONE

PREMIUM MODIFIED THIN-SET MORTAR

1/2"

8' - 10 1/2" AFF

CONSULTANT: INTERIOR

1/16" FOR TAPE AND FEATHERING CONSULTANT: CODE CONSULTANT CEILING

CONSULTANT: ACOUSTIC

LONGMAN LINDSEY 1410 BROADWAY, SUITE 508 NEW YORK, NY 10018 T. 212.315.6401

CONSULTANT: EXTERIOR ENCLOSURE

3/4" 1/4"1/2"

ML1

CONSULTANT: IT

1185 BROADWAY

GILLMAN CONSULTING INC. 40 WORTH STREET, SUITE 600 NEW YORK, NY 10013 T. 212.349.9304

CONSULTANT: SUSTAINABILITY

CONSULTANT: IT

COSENTINI ASSOCIATES 2 PENN PLAZA NEW YORK, NY 10121 T. 212.615.3600

NTI 320 SOUTH PERRY ST. LAWRENCEVILLE, GA 30046 T. 678.460.3922

KEY PLAN

1/8" 3/4" 1/4"

WD1 TO MATCH ML1 MILLWORK

1 1/2"

2 1/2"

INSIDE CORNER MILLWORK @ EXECUTIVE SUITE SCALE: 6" = 1'-0" ARCHITECT

CONSULTANT: STRUCTURAL

RAFAEL VINOLY ARCHITECTS 50 VANDAM STREET

DESIMONE 18 WEST 18TH ST, 10TH FL

CONSULTANT: MEP

CONSULTANT: INTERIOR

YABU PUSHELBERG AKF ONE LIBERTY PLAZA, 22ND FL 88 PRINCE STREET, 2ND FL

CONSULTANT: EXTERIOR ENCLOSURE

MICHAEL VAN VALKENBURGH ASSOC. IBA CONSULTANTS, INC. 16 COURT STREET, 11TH FLOOR 8019 34TH AVENUE EAST

CONSULTANT: EXPEDITOR

GILLMAN CONSULTING INC. 40 WORTH STREET, SUITE 600

1/2"

3".

1/4"

5/8"

3 5/8"

4 7/8"

MIRROR DESCRIPTION 3/4" PLYWOOD

1 2 3 4

SOFFIT ABOVE PROGRESS SET PROGRESS SET WD TOPROGRESS MATCH ML1 SET PROGRESS SET

5/8"

6 NOMAD | SCH RITZ CARLTON

CEILING DETAILS

DRAWING SIZE

24"X36"

CEMENT BD.

9 6" = 1'-0"

WPF. MEMBRANE

MUR-A-1033 . 00 DRAWING NUMBER

PREMIUM MODIFIED THIN SET MORTAR STONE TILE FINISH

1/2"1/4" 3/4" DATE

06/24/2016 07/14/2016 08/29/2016 11/10/2017

SHIM MIRROR AND SILICONE SEALANT

ISS.

DISCLAIMER: THE ARCHITECT / ENGINEER SHALL HAVE NO RESPONSIBILITY FOR ANY LIABILITY, LOSS, COST,

DRAWING SIZE

24"X36"

6" = 1'-0"

DESCRIPTION 3/4" 1/2" 3 1/4"

PROJECT PHASE

DATE 1/2" 3/4"

ARCHITECT / ENGINEER SEAL:

OWNER / CLIENT

RP 1185 LLC 70 EAST 55TH STREET, 23RD FL

STONE SLAB FINISH

WD TO MATCH ML1

PREMIUM MODIFIED THINSET MORTAR

WOOD BASE BELLOW

MORTAR BED

4 7/8"

5 3/4"

FRAMELESS DRAIN COVER W/ STONE SLAB FINISH

WPF. MEMBRANE DRAWING TITLE:

4 7/8"

REV.

MTL. STUD, SEE A7 SCHEDULE FOR SIZE AND WALL TYPE

THRESHOLD AT BATHROOM SCALE: 6" = 1'-0"

1 SS. LINEAR DRAIN CHANNEL MUR-A-1020 FIRESTOPPING 3/4"

EXT. GRADE PLYWD. SHTG. CEMENT BD. WPF. MEMBRANE PREMIUM MODIFIED THIN SET MORTAR

1 7/8"

STONE SLAB FINISH SLOPE 1'=1/4" FRAMELESS DRAIN COVER W/ STONE SLAB FINISH

1 1/2"

PREMIUM MODIFIED THIN-

CONC. DETAIL STRUCTURE AT MILLWORK WALLSLAB @ GUESTROOM SET MORTAR SCALE: 6" = 1'-0"

WPF. MEMBRANE

KEY PLAN

1 2

REV.

MTL. STUD, SEE A7 FOR SCHEDULE TYPE AND SIZE

PREFAB. CHANNEL SUPPORT

MUR-A-1033 . 00

EXPANDED POLYSTYRENE PREFABRICATE CURB

DETAIL AT MILLWORK WALL @ GUESTROOM STRUCTURE CONC. SCALE: 6" = 1'-0" SLAB

WPF. MEMBRANE SLOPED MORTAR BED

PAINTED GYPSUM BOARD

DRAWING NUMBER

GUESTR

MTL. STUD, SEE A7 SECTION AT LINEAR DRAIN SCHEDULE FOR TYPE AND SIZE SCALE: 6" = 1'-0"

TYPICAL CEILING COVE WITH SHADE & CURTAIN TRACK AT WINDOW LINE OF SIDE TABLE BELOW SCALE: 6" = 1'-0"

PROJECT NUMBER

DRAWING TITLE:

702.000

SHIM MIRROR AND SILICONE SEALANT

STONE SLAB FINISH

APPLIED BASE BELOW

3/4"

2 1/2"

4 7/8"

ISS.

above: view from guestroom 702.000 CEILING DETAILS below: hotel unit interior details

INSIDE CORNER MILLWORK @ EXECUTIVE SUITE SCALE: 6" = 1'-0" CONSULTANT: LANDSCAPE

PROJECT NUMBER

PROJECT PHASE

WOOD BLOCKING

RP 1185 LLC 70 EAST 55TH STREET, 23RD FL NEW YORK, NY 10022

SS. LINEAR DRAIN CHANNEL

SCALE: 6" = 1'-0" STRUCTURE CONC. SLAB

MTL. STUD, PROGRESS SET SEE A7 SCHEDULE 06/24/2016 FOR SIZE TYPE PROGRESS SETAND WALL 07/14/2016 PROGRESS SET 08/29/2016 PROGRESS SET 11/10/2017

1/8"

3 1/2"

DISCLAIMER:

OWNER / CLIENT

MUR-A-1020

DETAIL AT TRANSITION @ EXECUTIVE SUITE DRAIN CHANNEL SCALE: 6" =SS. 1'-0"LINEAR TYPICAL CEILING COVE WITH SHADE & CURTAIN TRACK AT WINDOW

MUR-A-1020 MUR-A-1020

PREFAB. CHANNEL SUPPORT

MIRROR

TYPICAL CEILING COVE DETAIL SCALE: 6" = 1'-0" ARCHITECT / ENGINEER SEAL:

9 GLASS SILL CHANNEL MUR-A-1020

3/4"

CONSULTANT: EXPEDITOR

5 1/4"

SLOPED MORTAR BED 1/4" PER 1'-0" 5/8"

SHEER CURTAIN BY OTHERS 1 5/8"

1 2 3 4

MUR

WPF. MEMBRANE

1/4"

5/8" 1/4" 3/4"

1/4"

VARIES

CONSULTANT: ELEVATOR

FORTUNE SHEPLER SALING , 15TH FL 1410 BROADWAY, SUITE 508 37 WOODLAD ROAD 18 NEW YORK, NY 10018 MAPLEWOOD, NJ 07040 MTL. STUD, SEE A7 SCHEDULE T. SIZE 212.315.6401 FOR AND WALL TYPE T.862.400.6382

1/4"

3 1/4" SHOWER

ML1

1/2" 3/4"

CONSULTANT: EXTERIOR ENCLOSURE

MICHAEL VAN VALKENBURGH ASSOC. IBA CONSULTANTS, INC. 16 COURT STREET, 11TH FLOOR 8019 34TH AVENUE EAST BROOKLYN, NY 11241 BRADENTON, FL 34201 T. 718.243.2044 T. 941.932.9060

1/4"

3/4"

5/8"

OTHER THAN ITS INTENDED PURPOSE ON THIS PROJECT. THIS DOCUMENT IS TO BE CONSIDERED IN TOILET CONJUNCTION WITH ALL RELATED DOCUMENTATION. ANY DISCREPANCIES IDENTIFIED IN THIS DOCUMENT MUST BE REPORTED IMMEDIATELY TO THE ARCHITECT / ENGINEER BEFORE PROCEEDING. CONTRACTORS MUST VERIFY ALL DIMENSIONS PRIOR TO PROCEEDING WITH ANY WORK. ONLY FIGURED DIMENSIONS ARE TO BE USED FOR VERIFICATION.

6" = 1'-0"

DATE

SHEER CURTAIN BY OTHERS

LED DRIVER

FIXED GLASS PANEL

PARTITION AT VANITY SCALE: 6" = 1'-0"

PAINTED GYPSUM BOARD

TYPICAL CEILING COVE DETAIL SCALE: 6" = 1'-0"

CONSULTANT: LANDSCAPE

ML1

KEY PLAN

OWNER / CLIENT

CONSULTANT: SUSTAINABILITY

COSENTINI ASSOCIATES NTI 2 PENN PLAZA 320 SOUTH PERRY ST. INTO COVE NEW YORK, NY FINISH 10121 TO CONTINUE LAWRENCEVILLE, GA 30046 T. 212.615.3600 T. 678.460.3922

11 2

RP 1185 LLC 70 EAST 55TH STREET, 23RD FL NEW YORK, NY 10022

CONSULTANT: ACOUSTIC

WD1 LINDSEY TOLONGMAN MATCH ML1

4 1/8"

ARCHITECT / ENGINEER SEAL:

DISCLAIMER:

FINISHED GYPSUM BOARD CEILING

CONSULTANT: ELEVATOR

FORTUNE SHEPLER SALING 37 WOODLAD ROAD MAPLEWOOD, NJ 07040 T.862.400.6382

1/4" 1/4" 5/8"

YABU PUSHELBERG 88 PRINCE STREET, 2ND FL A, 22ND FL WOOD BLOCKING NEW YORK, NY 10012 06 T. 212.226.0808

1/2"

CEILING TRANSITION AT STEAM SHOWER MILLWORK DETAIL @ ELEVATOR LOBBY SCALE: 6" = 1'-0"SCALE: 6" = 1'-0" TYPICAL CEILING COVE DETAIL SCALE: 6" = 1'-0"

PLYWOOD

6" CONSULTANT: INTERIOR

1/2" 3/4" 4 1/4"

ADJACENT WALL

CONSULTANT: EXPEDITOR

3/4"

CONSULTING INC. MICHAEL VAN VALKENBURGH ASSOC. IBA CONSULTANTS, INC. OUTSIDEGILLMAN CORNER STONE DETAILTHE ARCHITECT / ENGINEER SHALL HAVE NO 1 40 WORTH STREET, SUITE 600 16 COURT STREET, 11TH FLOOR 8019 34TH AVENUE EAST RESPONSIBILITY FOR ANY LIABILITY, LOSS, COST, NEW YORK, SCALE: NY 10013 6" = 1'-0"DAMAGE BROOKLYN, NY 11241 OR EXPENSE ARISING FROM OR RELATING MUR-A-1020 BRADENTON, FL 34201 WOOD BASE BELOW T. 212.349.9304 T. 718.243.2044 T. 941.932.9060 TO ANY USE OF THIS DOCUMENT FOR ANY PURPOSE

5/8"

3/4"

CONSULTANT: CIVILTO ENGINEER FLUSH FINISH

CCI PHILIP HABIB & ASSOC. 215 WEST 40TH ST., 15TH FL 102 MADISON NEW YORK, NYC10018 NEW YORK, NY 10001 SOFFIT AND ADJACENT CEILING T. 212.216.9596 T. 212.929.5656

CONSULTANT: LANDSCAPE

3/4"

24"X36"

PROJECT PHASE

PROGRESS SET PROGRESS SET

06/24/2016 07/14/2016

PROJECT NUMBER

702.000

DRAWING SIZE

DRAWING TITLE:

SECTION AT LEDGE MILLWORK DETAILS 6 SCALE: 6" = 1'-0" AT

SLOPED MORTAR BED 1/4" PER 1'-0"

YABU PUSHELBERG AKF ONE LIBERTY PLAZA, 22ND FL 88 PRINCE STREET, 2ND FL NEW YORK, NY 10012 NEW YORK, NY 10006 T. 212.226.0808 T. 212.354.5656

3/4"

DRAWING SIZE

BATHROOM

FRAMELESS DRAIN COVER W/ STONE SLAB FINISH

7/8"

CONSULTANT: MEP

DESIMONE 18 WEST 18TH ST, 10TH FL NEW YORK, NY, 10011 T. 212.532.2211

SHOWER

DRAWING TITLE:

702.000

PREMIUM MODIFIED THIN-SET MORTAR

WOOD BASE BELOW MOTORIZED ROLLER SHADE FOR OTHERS (G.C. TO PROVIDE POWER FOR DEVICE. REFER TO MANUFACTURER SPECS.) FINISHED GYPSUM WALL

GLASS PARTITION

PROJECT NUMBER

STONE SLAB FINISH 1

METAL STUD CURTAIN TRACK BY OTHERS

STONE REFER TO SCHEDULE

FINISH TO CONTINUE INTO COVE

06/24/2016 07/14/2016 08/29/2016 11/10/2017

SET LED MORTAR DRIVER

LED LIGHT FIXTURE

SLOPE CEILING

1/8" FINISHED GYPSUM BOARD CEILING

PROGRESS SET PROGRESS SET

EXT. GRADE PLYWD. SHTG.

7/8"

CONSULTANT: STRUCTURAL

RAFAEL VINOLY ARCHITECTS 50 VANDAM STREET NEW YORK, NY 10013 T. 212.924.5060 F. 212.924.5858

SLIDING DOOR

1/4"

ISS. MOTORIZED ROLLER DESCRIPTION SHADE FOR OTHERS (G.C. TO CEMENT BD.PROVIDE POWER FOR DEVICE. TO WPF.REFER MEMBRANE MANUFACTURER SPECS.) PREMIUM MODIFIED THIN

WOOD BLOCKING

SCALE: 6" = 1'-0"

510

PROGRESS SET LED LIGHT FIXTURESET PROGRESS

MTL.CURTAIN STUD, SEE A7 BY TRACK SCHEDULE OTHERSFOR TYPE AND SIZE

CEMENT BD.

REVEAL TO MATCH MILLWORK PANEL

ADJACENT WALL

SCALE: 6" = 1'-0"

ARCHITECT

1/4"

1 2 3 4

SEE A7 FOR PARTITION WALL ASSEMBLY SCHEDULE

HEADER

ALIGN

MILLWORK PANEL

INSIDE CORNER MILLWORK @ EXECUTIVE SUITE SCALE: 6" = 1'-0" TYPICAL CEILING COVE DETAIL

MUR-A-1020

RP 1185 LLC 70 EAST 55TH STREET, 23RD FL NEW YORK, NY 10022

WD TO MATCH ML1

SCALE: = 1'-0" AT SHOWER CEILING TRANSITION AT3"ELEVATOR LOBBY PARTITION SECTION AT LINEAR DRAIN SCALE: 6" = 1'-0" 1 SCALE: 6" = 1'-0"SCALE: 6" = 1'-0"

KEY PLAN

1 1/4" OWNER 1/4"/ CLIENT 3/4"

MUR-A-1020

SOFFIT AND ADJACENT CEILING

10 3/4"

1185 BROADWAY NEW YORK, NY 10001

SCALE: 6" = 1'-0"

7/8"

PREMIUMCEILING MODIFIED TRANSITION AT ELEVATOR LOBBY THIN SET MORTAR

TOILET

H16 TYP. FLUSHED WD. BASE AT MILLWORK PANEL 6" = 1'-0" MIRROR SCALE: AT CEILING

WD01

NTI 320 SOUTH PERRY ST. LAWRENCEVILLE, GA 30046 T. 678.460.3922

NEW YORK, NY 10121 T. 212.615.3600

ST2

4 3/4"

CONSULTANT: IT

COSENTINI ASSOCIATES

WOOD BASE BELOW ARCHITECT / ENGINEER SEAL:

WPF. MEMBRANE

CHANNEL TO BE MOUNTED ON THE STONE

1/4"

MIRROR

CONSULTANT: SUSTAINABILITY

WINDOW SILL DETAIL

THE ARCHITECT / ENGINEER SHALL HAVE NO RESPONSIBILITY FOR ANY LIABILITY, LOSS, COST, DAMAGE OR EXPENSE ARISING FROM OR RELATING TO ANY USE OF THIS DOCUMENT FOR ANY PURPOSE OTHER THAN ITS INTENDED PURPOSE ON THIS PROJECT. THIS DOCUMENT IS TO BE CONSIDERED IN CONJUNCTION WITH ALL RELATED DOCUMENTATION. ANY DISCREPANCIES IDENTIFIED IN THIS DOCUMENT MUST BE REPORTED IMMEDIATELY TO THE ARCHITECT / ENGINEER BEFORE PROCEEDING. GYPSUM BOARD CONTRACTORS MUST VERIFY ALL DIMENSIONS PRIOR TO PROCEEDING WITH ANY WORK. ONLY FIGURED DIMENSIONS ARE TO BE USED FOR VERIFICATION.

3/4" 1/4"1/2"

CEMENT BD.

40 WORTH STREET, SUITE 600 NEW YORK, NY 10013 T. 212.349.9304

GL-012 PENN PLAZA

FIXED GLASS PANEL

1/16" FOR TAPE AND FEATHERING FLUSH TO FINISH CEILING

1/8" QUIRK MITER

STR

3/4"

1/4" T.B.D. BY MEP CONSULTANT

SCALE: 6" = 1'-0"

DISCLAIMER:

8019 34TH AVENUE EAST BRADENTON, FL 34201 T. 941.932.9060

SEE A7 FOR PARTITION WALL ASSEMBLY SCHEDULE WD1 TO MATCH ML1

H16 TYPICAL CONCEALED SLIDING TRACK HARDWARE DETAIL SCALE: 6" = 1'-0"

REVEAL TO MATCH MILLWORK PANEL

ASSEMBLY SCHEDULE FOR TYPE AND SIZE

ST2

DENOTES LINEAR DIFFUSER COORDINATE WITH MECHANICAL

CONSULTANT: ELEVATOR

MR1

1 3/4" 3/8" DENOTES LINEAR DIFFUSER 2 1/2" VARIES COORDINATE WITH MECHANICAL VARIES

STRUCTURE CONC. SLAB

UNMODIFIED THIN SET MORTAR

2 3/4"

LONGMAN LINDSEY FORTUNE SHEPLER SALING 1/8" QUIRK MITER 1410 BROADWAY, SUITE 508 37 WOODLAD ROAD NEW YORK, NY 10018 MAPLEWOOD, NJ 07040 T. 212.315.6401 T.862.400.6382

MTL. STUD, SEE A7 SCHEDULE FOR SIZE AND TYPE

1 1/4"

7/8"

WPF. MEMBRANE

CONSULTANT: ACOUSTIC

CCI 215 WEST 40TH ST., 15TH FL NEW YORK, NY 10018 T. 212.216.9596

VARIES

FINISHED CEILING

10 3/4"

WOOD PLANK

F.F.L.

16 COURT STREET, 11TH FLOOR BROOKLYN, NY 11241 T. 718.243.2044

CONSULTANT: CODE CONSULTANT

ASSEMBLY SCHEDULE

MTL. STUD, SEE A7 SCHEDULE FOR TYPE AND SIZE

SCALE: 6" = 1'-0"

CONSULTANT: CIVIL ENGINEER

PREMIUM MODIFIED THIN SET SEE A7 MORTAR FOR PARTITION WALL

CEMENT BD. 1/2" THICK SOLID WOOD BASE CEILING TRANSITION AT BATHROOM ENTRY PLYWOOD SCALE: 6" = 1'-0"

MILLWORK PARTITION AT WINDOW @ GUESTROOM

1/2"

1/8" 1/4"

5 5/8"

SLO 1/4"

MTL. STUD, SEE A7 SLOPED MORTAR BED 1/4" PER 1'-0" PARTITION WALL

STRUCTURE CONC. SLAB

CONSULTANT: INTERIOR

1/8"

ALIGN

3/4"

WD-17

5/8"

CONSULTANT: MEP

PHILIP HABIB & ASSOC. 102 MADISON NEW YORK, NY 10001 T. 212.929.5656

VARIES

1 1/2"

PREMIUM MODIFIED THINSET MORTAR WPF. MEMBRANE

PREFAB. CHANNEL SUPPORT

SCALE: 6" = 1'-0" 4 DETAIL WD-15 TYPICAL CONCEALED SLIDING TRACK HARDWARE PARTITION AT SHOWER

DESIMONE AKF 1/4"1/4" ONE LIBERTY PLAZA, 22ND FL 88 PRINCE STREET, 2ND FL 18 WEST 18TH ST, 10TH FL NEW YORK, NY 10012 NEW YORK, NY, 10011 NEW YORK, NY 10006 T. 212.226.0808 T. 212.532.2211 T. 212.354.5656

STONE SLAB

VARIES

CONSULTANT: LANDSCAPE CONSULTANT: EXPEDITOR T.B.D. MTL. STUD, SEE A7 SCHEDULE FOR SIZE CONSULTANT: EXTERIOR ENCLOSURE YABU PUSHELBERG GILLMAN CONSULTING INC. MICHAEL VAN TYPE. VALKENBURGH ASSOC. IBA CONSULTANTS, INC. AND WALL PARTITION BY MEP CONSULTANT

RAFAEL VINOLY ARCHITECTS 50 VANDAM STREET NEW YORK, NY 10013 T. 212.924.5060 F. 212.924.5858

3/8"

1 7/8" C

CONSULTANT: STRUCTURAL

3/4" 1/4"1/2"

GLASS DOOR

VARIES

1/2"1/4" 3/4"

ALIGN

ARCHITECT

MILLWORK PANEL

2 1/2" WD-1

MILLWORK PANEL DETAIL

A MILLWORK PANEL 1/8" 1 3/4"

3 5/8"

SHOWER

3/8"

STRUCTURE CONC. SLAB

2 CEILING TRANSITION AT BATHROOM ENTRY SCALE: 1 1/2" = 1'-0" SCALE: 6" = 1'-0"

3/8" E

VARIES

5 5/8"

12 9

1 3/4"

SLOPE 1'=1/4"

FRAMELESS DRAIN COVER STONE W/ STONE SLAB FINISH

GL-01

3/8"

WD-17

5/8"

1185 BROADWAY MTL. STUD, SEE A7 SCHEDULE NEW YORK, NY FOR SIZE AND WALL TYPE 10001

ACOUSTIC BULB SEAM

WPF. MEMBRANE

1 3/4" 1 7/8"

1 7/8"

STONE SLAB FINISH

MUR-A-1032

4 1/2"

CONCEALED 1 7/8" CLOSER

MILLWORK PANEL DETAIL SCALE: 6" = 1'-0" CEILING TRANSITION AT ROOM ENTRY SCALE: 6" = 1'-0"

1/8"

2 1/2"

1 3/4"

5/8"

1/8"

4 3/4" 5 5/8"

1/8"

1/8" QUIRK MITER

PREMIUM MODIFIED THIN SET MORTAR

WD-15

WD-2

3 5/8"

WPF. MEMBRANE

TOILET

VARIES PER SLOPE COORDINATE LOCATION OF SHOWER FLOOR OF STUDS

STO

GLASS DOOR

CEMENT BD.

1 1/4"

GLA SW

WOOD BASE BELOW

EXT. GRADE PLYWD. SHTG.

TOILET

MUR-A-1032

WD2 STONE SLAB FINISH

1/2"1/4" 3/4"

WD-1

1/2"

MORTAR BED

7/8"

3/4" 1/8"

3/8"

GYP. NEED TO

8 MUR-A-1022

WD-17

ST3

FINISH CEILING

SHOWER STONE 1/8" SLAB FINISH QUIRK MITER

PT-4

PREMIUM MODIFIED THIN SET MORTAR

FINISHED CEILING

1' - 0 1/2"

1/8"

2 1/2"

3/8" 1/2"

7 1/2"

1/8"X1/8" QUIRK

CEMENT BOARD

PAINTED ACCESS PANEL TO MATCH CEILING. INSIDE OF ACOUSTIC BULB SEAMALSO ACCESS PANEL SHOULD BE PAINTED PT-1

1/8"

PLYWOOD ACOUSTIC BULB SEAM

CONCEALED CLOSER

VARIES ACCESS PANEL

MTL. STUD, SEE A7 FORPAINTED GYPSUM SCHEDULE TYPE AND SIZE BOARD

WD-2

3/4"

1" ALIGN 1/2"

8". SECTION AT LINEAR DRAIN VIF SCALE: 6" = 1'-0"

1/8"

1/2"

7/8"

FULL OVERLAY FLAP DOOR MTL. STUD, SEE A7 SCHEDULEFOR HARDWARE ACCESS FOR TYPE AND SIZE PT-1 CONCEALED 1/8" CLOSER

WD-17

WINDOW SILL TO BE WOOD

1/2"1/4" 3/4" WALL COVERING 3/4" BELOW SEE ROOM ELEVATIONS

LINE OF DRAPERY COVE ABOVE

1/8"

1/2"

3/4" 1/8"

VENEER MILLWORK PANEL

5 3/4"

6 CONC. SLAB STRUCTURE

1/2"

WD 2 KING ROOM AND EXECUTIVE SUITE WD 8 DOUBLE DOUBLE ROOM

3/4"

5/8"

3/4" MORTAR PREMIUM MODIFIED THIN SET ST3

Z-CLIPS & BLOCKING 8' - 6"

2 3/4"

2 1/2" 5/8" FINISHED CEILING

3/4" 1/4"1/2" 3/4"

MTL. STUD

PT-4 HAFELE VENEER JUNIOR 80-Z MILLWORK PANEL SLIDING DOOR HARDWARE

FINISH CEILING

1/2"

10 3/ " 16

7 1/2"

3 1/8"

4 1/2"

3/4" 1/2"

CEMENT BOARD

VARIES

8 SS. LINEAR DRAIN CHANNEL

1'-5 1/4"

12 MUR-A-1022

A 3/4" 1/2"

PARTITION AT VANITY SCALE: 6" = 1'-0"

1/8"

STA

SS. LINEAR DRAIN CHANNEL

MTL. STUD, SEE A7 SCHEDULE FOR SIZE AND WALL TYPE

ACCESS MTL. STUD, SEE A7 PANEL SCHEDULE FOR SIZE AND WALL TYPE PAINTED ACCESS PANEL TO MATCH CEILING. INSIDE OF STRUCTURE CONC. SLAB ACCESS PANEL SHOULD ALSO BE PAINTED PT-1 APPLIED BASE BELOW

1/2"

LIGHT FIXTURE

1'-3 1/4"

Z-CLIP

PLYWOOD

1/4" 1/4"

GYPSUM

PREFAB. CHANNEL SUPPORT 3/4" 3/4"

PT-1 8' - 10 1/2" AFF

OUTSIDE CORNER STONE DETAIL FULL OVERLAY FLAP DOOR SCALE: 6" = FOR 1'-0"HARDWARE ACCESS

1/2"

PLYWOOD BLOCKING

1/4"

SLOPED MORTAR BED 1/4" PER 1'-0"

HAFELE JUNIOR 80-Z SLIDING DOOR HARDWARE

3/4"

1' - 0 1/2"

6 1/2" VFY 1/4"

3/4"

2" 1/2"

1/2"

3/4" WD-17

1/8"

8' - 6"

5 3/4" 3/4"

4 1/8"

1 1/4"

3/4"

5/8"

7/8"

6 1/4"

2 1/2"

3/4" 1/8"

1/2"

3/4" 1/4"1/2" 3/4"

WPF. MEMBRANE

3 1/8"

4 1/2"

STANDARD KING D

ST2

1/8" QUIRK MITER

1/2"

GYPSUM

5/8"

MTL. STUD, SEE A7 SCHEDULE FOR SIZE AND TYPE

4 1/2"

MTL. STUD, SEE A7 SCHEDULE FOR SIZE AND WALL TYPE

1/8" MIN. GROUT JOINT

PREMIUM MODIFIED THIN SET MORTAR

STONE SLAB

1/2"1/4" 3/4"

SULTANT

PARTITION AT SHOWER 8 = 1'-0" SCALE: 6"

MTL. STUD, SEE A7 SCHEDULE FOR SIZE AND WALL PARTITION TYPE.

1/4"

G "

Y "

Luxury Mixed-Use Complex Rafael Vinoly Architects Owner: OCT Konka Location: Shenzhen, China Type: Residential, office, retail, conference Area: 260,000 m2 (2,600,000 sf) Phase: SD Job Title Retail Team Leader

• •

Experience Summary As the Retail Team Leader, worked with consulting firms such as Local Design Institute and MEP on the retail floors, prepared and successfully submitted the permit filing set to the local government Actively participated in the core design for the primary office towers

The project is located in the eastern part of Shenzhen Overseas Chinese Town. The total land area is about 37,250.84 square meter, FAR is 6.98, counted the FAR the area is 260,000 square meter. This project is positioned as a cultural, creative and technological complex. Our idea is to create six towers: three on the ground and three in the sky. In this configuration the scale of the surrounding buildings is maintained and a new urban realm is created above. The six towers align themselves vertically to share a common structure and vertical circulation cores, but they are staggered in plan to afford everyone in the buildings unobstructed 360 degree views to the horizon. A new “ground plane in the sky” is established in between the towers. It is marked by a large central oculus that lets sunlight penetrate to the lower buildings and to the ground.

| PO DIU M/SITE DESIG N

裙楼与场地设计 | PO DIU M/SITE DESIG N

FIGHTING ANALYSIS

车行流线分析 | VEHICULAR CIRCULATION

裙楼与场地设计 | PO DIU M/SITE DESIG N

%ḻ 619'4 %

连桥 BRIDGE

⊅ ཤ 䐟

#ḻ 619'4 #

#ḻ 619'4 # 䘎ẕ $4+&)'

B栋 TOWER B

䘎ẕ $4+&)'

$ḻ 619'4 $

␡ই䐟 5*'00#0 #8'

深南路 SHENNAN AVE

$ḻ 619'4 $

␡ই䐟 5*'00#0 #8'

TOWER C 落客 TOWER C DROP OFF SERVING SOHO+OFFICE 2

连桥大堂

恩 C座办公

ᔪㆁᐸ $UFKLWHFW

建筑师 / Architect

ᚙ ᒣ 䐟

⊅ ཤ 䐟

5*#0617 41#&

⊅ ཤ 䐟

5*#0617 41#&

'02+0) 41#&

ᚙ ᒣ 䐟

#ḻ 619'4 #

A栋 TOWER A

商业落客 RETAIL DROP OFF

汕

5*#0617 41#&

ENPING ROAD

SHANTOU ROAD

55F H=248. 80M

%ḻ 619'4 %

恩平路

汕头路

地下停车出入口 BASEMENT PARKING ENTRANCE

裙楼与场地设计 | PO DIU M/SITE DESIG N 人行流线分析 | PEDESTRIAN CIRCULATION

车行流线分析 | DROP OFF C栋 TOWER C

'02+0) 41#&

服务出入口 SERVICE ACCESS TO BASEMENT

␡ই䐟 5*'00#0 #

BRIDGE LOBBY

soho办公大堂

SOHO LOBBY

办公大堂

OFFICE LOBBY

ᔪㆁᐸ $UFKLWHFW

TOWER C  

50 VANDAM STREET 地下停车出入口 NEW YORK, NY 10013 BASEMENT PARKING 机电顾问 / MEP Consultant ENTRANCE

平头

ᵪ⭥亮䰞 0(3 &RQVXOWDQW

办公 ᷿䈊ᐕ〻ᢰᵟ˄ेӜ˅ᴹ䲀‫ޜ‬ਨᒯᐎ࠶‫ޜ‬ਨ 大亯ⴤ㔉ᶺᐛぁ亴䰤φ 堂 

柏诚工程技术（北京）有限公司广州分公司

A座办公、公寓

项目结构工程顾问： STRUCTURAL CONSULTANT

路

TOWER A

地下停车出入口

48F

H=1 95. 1 0M

TOWER A 落客 B座办公、公寓

上海科进咨询有限公司

TEL: +86 21 80306000

TOWER B DROP OFF SERVING CONDO+OFFICE 1

消防车道

к⎧、䘋૘䈒ᴹ䲀‫ޜ‬ਨ

0334-16-13

CONDO LOBBY

住宅大堂

办公大堂

OFFICE LOBBY

᷿䈊ᐕ〻ᢰᵟ˄ेӜ˅ᴹ䲀‫ޜ‬ਨᒯᐎ࠶‫ޜ‬ਨ

᷿䈊ᐕ〻ᢰᵟ˄ेӜ˅ᴹ

亯ⴤ㔉ᶺᐛぁ亴䰤φ





公寓/办公车行

办公车行

公寓/办公地库出入口

к⎧、䘋૘䈒



外围人流商业人流

办公落客

办公地库出入口



к⎧、䘋૘䈒ᴹ䲀‫ޜ‬ਨ 

公寓/办公车行

公寓落客

1:1200

ᓭ֩䳼ഘᙱ䜞স॰ᴪ᯦ঋ‫ݹ‬

康佳集团总部厂区更新单元深

CONDO LOBBY

 

FAX: +86 21 80306001

TOWER B 落客

消防车道

ᵪ⭥亮䰞 0(3 &RQVXOWDQW

住宅大堂

BASEMENT PARKING ENTRANCE

WSP SHANGHAI LTD.

TOWER A DROP OFF SERVING CONDO+OFFICE 1

TOWER B

 

ᵪ⭥亮䰞 0(3 &RQVXOWDQW

OFFICE LOBBY

48F

H=195. 10M

路

 

地库出入口

办公人流

公寓人流

ᓭ֩䳼ഘᙱ

1:1200

ᓭ֩䳼ഘᙱ䜞স॰ᴪ᯦ঋ‫ݹ‬

SOHO办公落客

南

路

fire rescue route OCT KONKA

1:1200

traffic circulation 建方

OCT KONKA

ᔰᯯ OCT KONKA

1:1200

JF-02

KF-05

taxi drop-off

连桥落客

二层总平面

二层总平面图及竖向设计图

ㅢж⡾

第一版 2017.07

商业落客

二层总平面图及竖向设计图

彩色总平面图

ㅢж⡾ 1:1200

ㅢ

pedestrian circulation ᔰᯯ

KF-05

OCT KONKA

1:1200

汕头路 Shantou Rd

恩平路 Enping Rd

汕头路 Shantou Rd

恩平路 Enping Rd

汕头路 Shantou Rd

恩平路 Enping Rd

裙楼设计总括 | PODIUM DESIGN OVERVIEW 方案研究 1 - 碎片化绿地设计分析 - 连续性 Study 1 - Fragmented Green Spaces

方案研究 2 - 连续的绿地

方案研究 3 - 整体的绿地

Study 2 - Continuous Green Spaces

Study 3 - Integrated Green Roof

连续性低，不鼓励步行

有一定连续性

很连续,鼓励步行

Low continuity, discourage walking

Some continuity

ANALYSIS - CONTINUITY

High continuity, encourage walking 23

KONKA OCT

汕头路 Shantou Rd

恩平路 Enping Rd

方案研究 1 - 碎片化绿地 Study| 1PODIUM - Fragmented Green Spaces 裙楼设计总括 DESIGN OVERVIEW

汕头路 Shantou Rd

05/15/2017

恩平路 Enping Rd

汕头路 Shantou Rd

恩平路 Enping Rd

方案研究 2 - 连续的绿地

方案研究 3 - 整体的绿地

Study 2 - Continuous Green Spaces

Study 3 - Integrated Green Roof

第五立面 FIFTH ELEVATION 23 KONKA OCT

05/15/2017

方案研究 1 - 碎片化绿地

方案研究 2 - 连续的绿地

方案研究 3 - 整体的绿地

Study 1 - Fragmented Green Spaces

Study 2 - Continuous Green Spaces

Study 3 - Integrated Green Roof

Podium Scheme Options KONKA OCT

Different schemes are studied over months per Owner’s comments and feedback in the weekly design meetings

05/15/2017

负一层平面 l PLAN 负一层平面

B1使用效率：80.5%

LEVEL B1

B1 EFFICIENCY: 80.5%

精品书吧 BOOKSHOP

生活服务 LIFESTYLE 跨界名品 RETAIL 国际名品 HIGHEND RETAIL

超市 SUPERMARKET

裙楼与场地设计 l PODIUM /SITE DESIGN 一层平面 l PLAN 一层平面

L1使用效率：73.0%

LEVEL 01

L1 EFFICIENCY: 73.0% OCT KONKA

零售旗舰 FLAGSHIP

精品餐饮 F&B

时尚买手 RETAIL 生活服务 LIFESTYLE 服饰生活 CLOTHING 书店 BOOKSTORE

Overall Floor plans OCT KONKA

above: B1 level supermarket, parking below: level 01 retail, restaurant

In charge of developing and drawing the floor plans for the podium levels 20

休闲餐饮 F&B

商务配套 BUSINESS

裙楼与场地设计 l PODIUM /SITE DESIGN 二层平面 l PLAN 二层平面

L2使用效率：62.1%

LEVEL 02

L2 EFFICIENCY: 62.1%

零售旗舰 FLAGSHIP

休闲娱乐 RECREATION

商务配套 BUSINESS

特色正餐 F&B

休闲娱乐 RECREATION

休闲餐饮 F&B

特色正餐 F&B

裙楼与场地设计 l PODIUM /SITE DESIGN 三层平面 l PLAN 三层平面 LEVEL 03 OCT KONKA

绿化平台 GREEN ROOF

Overall Floor plans OCTrestaurant, KONKA above: level 02 retail, bank, gym below: level 03 retail, restaurant, green space

In charge of developing and drawing the floor plans for the podium levels 21

CORE LAYOUT UPDATE

W TOWER A

TOWER C

TOWER B

SOHO TYP.

CONDO TYP.

SOHO TYP.

CONDO TYP.

SOHO TYP.

CONDO TYP.

SOHO LOBBY

CONDO LOBBY

OFFICE TYP.

G.L.

OCT KONKA

Vertical Transportation Diagram Elevators are grouped in different zones for different use in order to meet the traffic requirements.

Participated in the core design for the office C tower, providing sufficient number of elevators for different zones while maximizing the core efficiency 22

核心筒更新 | CORE LAYOUT UPDATE

T UPDATE

塔楼C（创新办公一区） | TOWER C (C2 OFFICE: ZONE 1)

C (GROUND LEVEL LOBBY)

核心筒使用率： 87.37% 标准层面积：54 58.56平方米 / 核心筒面积：6 89平方米 CORE EFFICIENCY: 87.37% (CORE AREA: 689 SM / FLOOR AREA: 5,458.56 SM)

核心筒使用率： 72.89% 标准层面积：1955.25平方米 / 核心筒面积：530平方米 CORE EFFICIENCY: 72.89% (CORE AREA: 530 SM / FLOOR AREA: 1,955.25 SM)

SOHO TYP.

SOHO LOBBY

OFFICE TYP.

T UPDATE

核心筒更新 | CORE LAYOUT UPDATE G.L.

G.L.

level 01 lobby

塔楼C（SOHO办公大厅） | TOWER C (SOHO LOBBY)

R C (C2 OFFICE: ZONE 2) OCT KONKA

OCT KONKA

核心筒使用率： 71.97% 标准层面积：1955.25平方米 / 核心筒面积：54 8平方米 CORE EFFICIENCY: 71.97% (CORE AREA: 548 SM / FLOOR AREA: 1,955.25 SM)

SOHO TYP.

SOHO LOBBY

核心筒使用率： 69.41% 标准层面积：1955.25平方米 / 核心筒面积：598平方米 CORE EFFICIENCY: 69.41% (CORE AREA: 598 SM / FLOOR AREA: 1,955.25 SM)

SOHO LOBBY

OFFICE TYP.

G.L.

T UPDATE

R C (C1 SOHO: ZONE 1)

office zone 1

核心筒更新 | CORE LAYOUT UPDATE OCT KONKA

office zone 2

OCT KONKA

塔楼C（SOHO办公二区）| TOWER C (C1 SOHO: ZONE 2)

核心筒使用率： 74.06% 标准层面积：1955.25平方米 / 核心筒面积：507平方米 CORE EFFICIENCY: 74.06% (CORE AREA: 507 SM / FLOOR AREA: 1,955.25 SM)

SOHO TYP.

SOHO LOBBY

soho tower lobby

核心筒使用率： 74.06% 标准层面积：1955.25平方米 / 核心筒面积：507平方米 CORE EFFICIENCY: 74.06% (CORE AREA: 507 SM / FLOOR AREA: 1,955.25 SM)

SOHO LOBBY

OFFICE TYP.

G.L.

OCT KONKA

soho zone 1

G.L.

OCT KONKA

soho zone 2

High-End Office Building Rafael Vinoly Architects Owner: Brookfield Location: New York, US Type: Office, retail Area: 404,000 sf Story: 40 Phase: Competition Job Title Designer

•

Experience Summary Developed and prepared site analysis and plans for design schemes

The objective of the project is to create the premier commercial office address in Manhattan. This goal, and the prominence of the site, demands a landmark architectural response. It is anticipated the project will appeal to tenants seeking an iconic headquarters location; high-value financial groups; and premier retailers and restaurateurs. This solution recognizes the importance of the Grace Building in the context of Bryant Park and in the architecture of the City. Rather than contrasting with the Grace Building’s distinctive features, our solution evolves on some of the unexplored potentials of the original “parti”. The Grace Building (as well as its sister, 9 W 57st) was conceived as a mid-block solution to avoid the “wedding cake” configuration mandated by the bulk control regulations. The idea of carving the abstract volume of the extrusion of the site with a different device than the mandated light and air setback section of the code, is one of the typical strategies that Bunshaft employed to overcome what he correctly saw as an aesthetic implication in the origin of urban design regulations. The significance of this early critical approach was confirmed later on with the easiness with which the post-modernist period that followed embraced them. This early reaction is to be celebrated, not ignored, because this problem persists to today. This solution also has the advantage of visually representing the integrated ownership of both sites.

1. DESIGN STUDIES : SITE ANALYSIS DISTRICT ADJACENCIES & PLAZA, PARK, AND LANDMARKS

1. DESIGN STUDIES : SITE ANALYSIS VISUAL CONNECTIONS

W 48 ST

AV E

EXXON BUILDING

VANDERBILT AVE

TIMES SQUARE

1095 6TH AVE 3 AVE

PARK AVE

MADISON AVE

5 AVE

AVE OF THE AMERICAS

7 AVE

AY ADW BRO

8 AVE

GRAND CENTRAL

LEXINGTON AVE

GRACE BUILDING

GRACE BUILDING W 42 ST

BRYANT PARK

BOA TOWER

PARK AVE

W 44 ST

W 43 ST

VIE

THEATER DISTRICT W 40 ST

NYPL

BRYANT PA

W 39 ST

W 38 ST

MIDTOWN DISTRICT

W 37 ST

W 36 ST

W 35 ST

GARMENT DISTRICT

EMPIRE STATE TOWER

W 34 ST

site adjacency

view

W 33 ST

W 32 ST

GREELEY SQUARE

W 31 ST

PA R K 2

INTERNATIONAL PAPER BUILDING

W 46 ST

W 45 ST

PARK AVE

W 47 ST

135'-6 1/2"

30'-0"

SUBWAY UP ENTRY

6 th Ave nue

DN DN

W 43rd Str e et

100'-5"

MECH. RETAIL 9,935 SF

LOBBY 2,929 SF

TOWER (TYP) UP

89'-0 1/4"

8'-5 3/4"

46'-6 1/4"

91'-9 1/4"

77'-9"

29'-0"

29'-0" 1'-0"

6 th Ave nue

20'-0"

W 42n d Street

92'-11 1/4"

W 43 rd Street

51'-6"

RETAIL 15,017 SF 28'-11"

7'-5 3/4"

TOWER SKY GARDEN (TYP)

MECH.

8'-5 3/4" 36'-7 1/4"

161'-11"

52'-2 3/4"

107'-0"

1'-0"

W 43 rd Street

MECh.

26'-7 1/4"

28'-6 1/2"

OFFICE 6,927 sF

51'-10 1/2"

73'-9 3/4"

6th Aven ue

20'-0"

W 42n d Street

48'-0 1/4"

129'-11 3/4"

50'-9 1/4"

49'-3"

29'-0"

107'-0"

1'-0"

28'-6 1/2"

MECh.

51'-10 1/2"

72'-2 1/2"

sKY GARDEN 5,280 sF 28'-2 1/2"

6th Aven ue

20'-0"

W 42 nd Str ee t

50'-9"

127'-3"

29'-0"

W 42 nd Str ee t

Overall Floor plans from top to bottom: level 01; level 03; typical office; sky garden

In charge of developing and drawing the floor plans for design schemes 26

3’-4”

8”

2. DESIGN PROPOSAL TYPICAL ENCLOSURE DETAIL

RAISED FLOORS

RAIS

FIN TUBE DRAINAGE W/ GRILLE

DRAINAG

GUTTER SEMI RIGID MINERAL WOOL INSULATION

SEMI RIG WOOL

WATE

CURTAINWALL ANCHOR

12’-8”

ALUM

WATERPROOFING MEMBRANE

16’-0”

ALUMINUM SHEET

CURTAINWA

SHADE INSULATION WHITE FRITTED GLASS

WHITE FRI

ALUMINU 8”

ALUMINUM MULLION ENCLOSURE PROFILE

ENCLOSU

INSULATED 3’-4”

INSULATED GLASS UNIT

above: view from 42th street and 6th avenue below: facade detail 27

301 First Avenue Rafael Vinoly Architects Owner: CIM Group Location: New York, US Type: Residential Area: 55,342 sf; 25,431 sf Story: 12; 13 Phase: SD Job Title Designer

• •

Project Vision

Experience Summary Worked with Rafael Vinoly to develop design schemes in Rhino Fully responsible for wide spectrum of design including zoning research and analysis, floor plan development, area calculations, and presentation preparation, etc

The Brownstone site (Lots 35-38) and the MRI site (Lot 26) flanking the Gilman Hall Site at the corner of First Avenue and East 17th Street can reinforce the articulation and identity of the block through similar massing strategies that strengthen the street wall and visually connect the 2 projects. Our approach for both sites has been to establish a clear identity for the residential developments that expresses their underlying structure through the gridded façades at the plane of the zoning setbacks, while expressing the horizontal connection around the block at the plane of the street wall.

PERSPECTIVE VIEWS

Aerial view

13,837 24,550 13,837

13,800 26,507 13,800

7.50 6.50 7.50 7.50 7.50 7.50 Site) 7.50

3,680 3,680 3,680 14,720 3,680 3,680 3,680

13,837 24,550 13,837 13,837 55,347 13,837 13,837 13,837

13,800 26,507 13,800 13,800 55,200 13,800 13,800 13,800

7.50

14,720

55,347

SITEBB SITE B SITE ZONING ZONING SETBACKS SETBACKS AND HEIGHTS AND HEIGHTS ZONING SETBACKS AND HEIGHTS BROWNSTONE 311FIRST FIRSTAVE 311 AVEFIRST AVE C1-8A(R9A) (R9A) C1-8A (R9A) LOT3838 BROWNSTONE 311 C1-8A LOT SITE B SITE B B SITEBROWNSTONE 1/8"==1'-0" 1'-0" 1/8" = 1'-0" 1/8" 55,200 Setback

New York, NY 10003 United States

and Height Requirements BROWNSTONE BROWNSTONE 305FIRST FIRSTAVE 305 AVEFIRST AVE LOT3535 BROWNSTONE LOT TOTAL TOTAL 305 C1-8A(R9A) (R9A) C1-8A (R9A) TOTAL C1-8A

BROWNSTONE BROWNSTONE 307FIRST FIRSTAVE 307 AVEFIRST AVE C1-8A (R9A) C1-8A LOT36HT 36 BROWNSTONE 307 C1-8A (R9A) LOT 120’ MAX. HT(R9A) +HT 120’ MAX. ++ 120’ MAX. + 120’ MAX. HT BROWNSTONE BROWNSTONE 309FIRST FIRSTAVE 309 AVEFIRST AVE C1-8A(R9A) (R9A) C1-8A (R9A) LOT3737 BROWNSTONE 309 C1-8A LOT BROWNSTONE BROWNSTONE 311FIRST FIRSTAVE 311 AVEFIRST AVE C1-8A(R9A) (R9A) C1-8A (R9A) LOT3838 BROWNSTONE 311 C1-8A LOT

80'-00" Xx 23'-00" 1,840 4,048 64'-00" 92'-00" (sf) 80'-00" Xx 23'-00" 1,840 9,200 80'-00" 92'-00" 4,078 13,248 80'-00" xx23'-00" 1,840 144'-00" 92'-00" 80'-00" x 23'-00" 1,840 TOTAL ZFA

10'-0"

C1-8A (R9A) C1-8A (R9A) C1-8A (R9A) + 145’ MAX. HT C1-8A (R9A)

LOT 35 Project LOT 36 LOT 37 LOT 38

C1-8A (R9A)

4,132 District 4,784 4,784 146,246 7,015

COMM. 2.00 - A 2.00 2.00 2.00 2.00

FAR *

24,550 ZFA 26,507 ALLOWABLE 24,550 26,507 COMM. RESI. C FAC.

C6.50 FAC.

Allowable ZFA (sf)

6.50 A C 7.50

7.52 6.02 B 7.52 7.52 7.52 7.52 6.02 6.02

4,078 7,360 4,078

1,900 20,718 1,900

7.50 10.00 7.50 7.50 6.50 7.50

3,680 24,369 C 13,800 26,312 B 13,837 3,680 13,837 13,800 18,400 69,184 92,000 26,507118,312 3,68024,55093,553 13,837 13,800 18,400 3,68024,55013,837 13,800 26,507 24,550 26,507 14,720 55,347 55,200

6.50 24,550OF CITY26,507 * EXISTING ZFA- PER DEPARTMENT PLANNING

80'-00" x 23'-00" 1,840 4,132 7.50 2.00 7.52 Block 923, Lots 35-38 (Brownstone Development Site) 80'-00" x 23'-00" 1,840 4,784 7.50 2.00 7.52 th First Avenue, & 18th St 7.52 80'-00" x 23'-00" 1,840 Between 4,784 17 St2.00 7.50 New York, NY 10003 80'-00" x 23'-00" 1,840 7,015 7.50 2.00 7.52 2.00 7.52 80'-00" x 92'-00" 20,718 7.50 United 7,360 States

3,680 3,680 3,680 3,680

13,837 13,837 13,837 13,837

13,800 13,800 13,800Setback 13,800

14,720

55,347

55,200

Location

ZONING ENVELOPE

145'-0"

105'-0"

FAR FAR C FAC. C COM CFAC. FAC RESI. RESI. 6.50 6.02 6.02 10.00 7.52 7.52

ZONING ENVELOPE

7.52 2.00 2.00 7.52 2.00 2.00 7.52 2.00 2.00 7.52 2.00 2.00 7.52 2.00 2.00

6.50 6.50 18,4 10.00 10.00 18,4

6.50 6.50 6.50 6.02 6.02 FAR FAR 6.02 6.02 C6.50 FAC. C COM 6.50 C6.50 FAC FAC. RESI. RESI. 7.50 6.50 7.52 7.52 6.02 6.02 7.50 10.00 7.52 7.52 7.50 7.52 7.52 7.50 7.52 7.52 6.50 7.50 7.52 7.52 6.02 6.02

3,67.50 7.50 6.50 6.50 3,6 18,4 7.50 7.50 10.00 10.00 3,6 7.50 7.50 18,4 3,6 7.50 7.50 6.50 14,7 6.50 7.50 7.50

7.50 7.52 7.52 7.50 7.52 7.52 7.50 7.52 7.52 7.50 7.52 7.52

3,6 7.50 7.50 3,6 7.50 7.50 3,6 7.50 7.50 3,6 7.50 7.50

6.50 6.02 * EXISTING ZFA 6.02 6.50 EXI6.50 **EXIS

7.50 7.52 7.52

14,7 7.50 7.50

105'-0" 105'-0" 60'-0" 60'-0"

60'-0"

EA ST (NA 18TH RRO W STREE ST) T

7.50 7.50 7.52 7.52 7.50 7.50 7.50 7.50 7.52 7.50 7.50 7.52 7.50 7.50 7.52 7.52 7.50 7.50

80’

80’ ’ 80

EAST 18THEAST STREET EAST18TH 18THSTREET STREET (NARROW(NARROW ST) (NARROW ST) ST)

80’-00” x 23’-00”

Lot Area (sf) 1,840

Lot 36

307 First Ave

80’-00” x 23’-00”

1,840

Lot 37

309 First Ave

80’-00” x 23’-00”

1,840

Lot 38

311 First Ave

80’-00” x 23’-00”

1,840

TOTAL AREA

15’ MIN. SETBACK 15’MIN. MIN.SETBACK SETBACK 15’ (NARROW(NARROW ST) (NARROW ST) ST)

Block 923 Lots 26 and 35-38

7,360

LOT 38

80'-0" 80'-0"

LOT38 38 LOT

LOT 37

LOT37 37 LOT

SITE B

SITEBB SITE

LOT 36

LOT36 36 LOT

LOT 35

LOT35 35 LOT

Professional Services Proposal Total Site Area (sf) 7,360

Zoning District C1-8A (R9A)

Allowable ZFA (sf)

FAR * A

2.00 7.52 7.50

TOTAL ZFA

14,720

55,347

55,200

14,720

55,347

55,200

10'-0"

10'-0" 10'-0"

1sT 1sT AVENUE AVENUE (WIDE (WIDE sTREET) sTREET)

Lot Dimensions

305 First Ave

301 FIRST AVENUE

1ST 1ST AVENUE AVENUE

Address

Lot 35

STREET) (WIDE STREET) (WIDE sTREET) 1sT(WIDE AVENUE

Lot #

92'-0"

80'-0"

10’ MIN. SETBACK Allowable Calculations (WIDE ZFA ST)

*Use Categories A: Commercial B: Residential C: Community Facility

2.00 7.52 7.52 2.00 7.52 7.52 2.00 7.52 7.52 2.00 7.52 7.52 2.00 7.52 7.52 2.00 7.52 7.52

* EXI * EXIST

1 11 (W ST A 92(’W (W SST TAA 992’2’ I D VE IDID VVEE E EE . . ST . SST T ) ))

23'-0"

92'-0" 10'-0"

1ST AV (WID E. E ST )

23'-0"

LOT 35

1ST AVENUE (WIDE STREET)

15'-0"

23'-0"

LOT 36

1sT AVENUE (WIDE sTREET)

LOT 37

23'-0"

LOT 38

SITE B

+ 60’ - 105’ ST. 60’WALL 105’HT ST.WALL WALLHT HT ++60’ --105’ ST.

4,132 1,840 1,840 4,784 1,840 1,840 4,784 1,840 1,840 7,015 1,840 1,840

2.00 4,132 4,132 2.00 4,784 4,784 2.00 4,784 4,784 2.00 7,015 7,015 2.00 80'-00" x80'-00" 92'-00"xx92'-00" 7,360 7,360 20,718 20,718 80'-00" 92'-00" 7,360 20,718 ZONING ENVELOPE ZONING ENVELOPE

15’ MIN. SETBACK 15’MIN. MIN.SETBACK SETBACK 15’ (NARROW(NARROW ST.) (NARROW ST.) ST.)

EAST 18TH STREET (NARROW ST)

15’ MIN. SETBACK (NARROW ST)

80'-00" x80'-00" 23'-00"xx23'-00" 1,840 LOT35 35 80'-00" 23'-00" LOT 80'-00" x80'-00" 23'-00"xx23'-00" 1,840 LOT36 36 80'-00" 23'-00" LOT 80'-00" x80'-00" 23'-00"xx23'-00" 1,840 LOT37 37 80'-00" 23'-00" LOT 80'-00" x80'-00" 23'-00"xx23'-00" 1,840 LOT38 38 80'-00" 23'-00" LOT

C1-8A (R9A) C1-8A(R9A) (R9A) C1-8A

145'-0" 145'-0" 105'-0"

80’

15'-0"

105'-0" 60'-0"

10’ MIN. SETBACK 10’MIN. MIN.SETBACK SETBACK 10’ TOTAL TOTAL TOTAL (WIDE ST.)(WIDE (WIDEST.) ST.)

80'-0"

10'-0"

301 FIRST AVENUE 301 FIRST AVENUE 301 FIRST AVENUE

10'-0" 10'-0" BROWNSTONE 305 FIRST305 AVE C1-8A10'-0" (R9A) LOT 35 BROWNSTONE 305 FIRSTAVE AVE C1-8A(R9A) (R9A) BROWNSTONE FIRST C1-8A BROWNSTONE 307 FIRST307 AVE C1-8A (R9A) LOT 36 BROWNSTONE 307 FIRSTAVE AVE C1-8A(R9A) (R9A) BROWNSTONE FIRST C1-8A BROWNSTONE 309 FIRST309 AVE C1-8A (R9A) LOT 37 BROWNSTONE 309 FIRSTAVE AVE C1-8A (R9A) BROWNSTONE FIRST C1-8A (R9A) + 145’ MAX. HT MAX. 145’ MAX. HT HT ++145’ BROWNSTONE 311 FIRST311 AVE C1-8A (R9A) LOT 38 BROWNSTONE 311 FIRSTAVE AVE C1-8A(R9A) (R9A) BROWNSTONE FIRST C1-8A

1 (W S T A 9 2 ’ ID VE E ST . )

7.50 7.50 7.52 6.50 6.50 6.02 7.50 7.50 7.52 6.02 7.50 6.50 7.50 6.50 7.52

92'-0"

ZONING SETBACKS AND HEIGHTS

ZONING SETBACKS SETBACKS AND AND HEIGHTS HEIGHTS ZONING and Height SITERequirements B SITE SITEBB

Zoning Envelope

15’ MIN. SETBACK (NARROW ST.)

145'-0" 145'-0"

105'-0" 105'-0" 30'-0" 30'-0"

1ST AVENUE (WIDE STREET)92'-0" 92'-0"

145'-0"

+ 60’ - 105’ ST. WALL HT

Zoning

6.50

6.02 FAR 6.02 RESI.

10'-0" 10'-0"

SITE B | ZONING STUDIES SITE | ZONING ZONING STUDIES SITE BB | STUDIES

93,553 4,078 118,312

18,400 -

Lot Area (sf)

24,369 4,078 26,312 69,184 92,000

15'-0" 15'-0"

305 FIRST AVE 307 FIRST AVE 309 FIRST AVE 311 FIRST AVE

44'-04" xx 92'-00" 80'-00" 92'-00" 44'-04" x 92'-00"

ALLOWABLE ZFA RESI. C FAC.

2.00 7.52 7.52 -7.52 6.02 6.02 2.00 7.52 6.02 6.02 2.00 7.52 7.52

1ST 11SSTT A AAVVEE (WID VE. (W (WID IDEE . . E ST) SST)T)

10’ MIN. SETBACK 10’MIN. MIN.SETBACK SETBACK 10’ (WIDE ST) (WIDE (WIDEST) ST) 301 FIRST AVENUE 301FIRST FIRSTAVENUE AVENUE 301

zoning analysis

FLOOR PLANS | LOTS 35-38

E 18TH STREET

1ST AVENUE

site a floor plan E 17TH STREET Level 02 - 07

LOT 26 - LEVELS 02-08

SITE B - LEVELS 06-09 1/8" = 1'-0" SCALE Level 06- 08 29

site b floor plan

(3) 1BR (2) 2BR 5 TOTAL UNITS 86.5% EFFICIENCY

EA S (NA T 18T RRO H S W TREE ST T

LOT 26

2.00

146,246 1,900 EXISTING ZFA * 1,900

R8A - 6.02 6.50 ZONING INFORMATION

C: Community Facility

R8A C1-8A (R9A)

COMM.

LOT 35

62'-0"

4,078 LOT AREA 4,078

C FAC.

Lot Dimensions

LOT LOT 3535

FAR LOT AREA EXISTING LOT## LOT DIM.LOT LOTDIM. DIM. LOTAREA AREA LOT LOT EXISTING EXISTING ZFA * ZFA ZFA ** COMM. RESI. COMM. COMM.

REAR YARD REAR NOT YARD LESS NOT LESS REAR YARD NOT LESS THAN 30’ THAN 30’ THAN 30’

15'-0" 15'-0"

*Use C1-8A (R9A) Categories 35 R8A LOT 31 C1-8A (R9A) 36 Commercial C1-8 A: (R9) LOT 31 C1-8A B: (R9A) LOT 37 Residential C1-8A (R9A) LOT 38

305 FIRST AVE 301 307 FIRST AVE 301 309 FIRST AVE 311 FIRST AVE

ZONING SETBACKS AND HEIGHTS

10’ MIN. SETBACK TOTAL (WIDE ST.)

44'-04" 92'-00" LOT xDIM. 44'-04" x 92'-00"

Total Site Area

343 E 17 STREET

SITE B BROWNSTONE BROWNSTONE BROWNSTONE BROWNSTONE

TOTAL13,248 AREA 144'-00" x 92'-00"

FAR RESI.

6.50 6.02 44’-04” x 92’-00” 10.00 18,400 7.52

343 E 17 S

23'-0" 23'-0"

BROWNSTONE TOTAL SITEBROWNSTONE A MRI TOTAL TOTAL

LOT LOT 26 #

COMM.

Address

23'-0" 23'-0"

SITE B GILMAN HALL SITE BROWNSTONE GILMAN HALL BROWNSTONE

R8A ZONING DISTRICT

EXISTING ZFA *

23'-0"

343ADDRESS E 17 STREET

LOT AREA

301 FIRST AVENUE

Lot #

92'-0" 92'-0"

TOTAL ZONING SITE BSTUDIES | ZONING STUDIES SITE A MRI SITE TOTAL

LOT DIM.

64'-00" X 92'-00" Lot 26 4,048 9,200 80'-00" X 92'-00"

23'-0" 23'-0"

GILMAN HALL

LOT #

Allowable ZFA Calculations R8A LOT 31 C1-8 (R9) LOT 31 Professional Services Proposal

62'-0" 62'-0"

ZONING DISTRICT

23'-0"

ADDRESS

301 FIRST AVE 301 FIRST AVE

FRONT

GILMANGILMAN HALL SITE GILMAN HALLSITE SITE HALL 301 FIRST301 AVE 4,048 4,048 X64'-00" 92'-00" 301 FIRSTAVE AVE R8A R8A LOT 31 LOT LOT64'-00" 31 4,048 FIRST R8A 31 64'-00" 92'-00" XX 92'-00" --6.02 GILMANGILMAN HALL HALL GILMAN HALL 301 FIRST301 AVE 9,200 9,200 X80'-00" 92'-00" 2.00 7.52 301 FIRSTAVE AVEC1-8 (R9) C1-8(R9) (R9)LOT 31 LOT LOT80'-00" 31 9,200 FIRST C1-8 31 80'-00" 92'-00" 2.00 XX 92'-00" 2.00 TOTAL 144'-00" x 92'-00" 13,248 146,246 TOTAL TOTAL ZONING STUDIES 144'-00" x 92'-00" 13,248 146,246 144'-00" x 92'-00" 13,248 146,246 ZONINGSTUDIES STUDIES ZONING LOT LOT26 31and 35-38 LOT 3131 923 Lots Block LOT LOT 26 LOT 2626 SITE A SITE SITEAA GILMAN HALL GILMAN HALL HALL SITE SITE A GILMAN SITE AA MRI E 17343 STREET R8A LOT 92'-00" 4,078 1,900 EXISTING --6.02 MRI 343ADDRESS 343 17STREET STREET R8A LOT 26 44'-04" xDIM. 92'-00" 4,078 1,900 ZONING DISTRICT MRI EE17 26 44'-04" 92'-00" 4,078 1,900 SITE FAR LOT 26 # LOT LOT AREA ZONING DISTRICT ZONING DISTRICT EXISTING SITE ADDRESS SITE ADDRESS LOT44'-04" # LOT xDIM. LOTxDIM. LOT AREA LOT # LOT LOT AREA EXISTING SITE R8A SITE SITE TOTAL TOTAL 6.02 ZFA * 1,900 44'-04" x44'-04" 92'-00"xx92'-00" 4,078 4,078 1,900 TOTAL ZFA ZFA ** 44'-04" 92'-00" 4,078 1,900 COMM. RESI. COMM. COMM. SITE B SITE GILMAN HALL SITE BB SITE GILMAN HALLSITE SITE GILMAN HALL 15’ SETBACK 15’ LOT SETBACK 15’ SETBACK BROWNSTONE 305 FIRST301 C1-8A (R9A) 35 80'-00" 23'-00" 1,840 4,132 4,132 301 AVE R8A 31 LOT 4,048 1,840 2.00 BROWNSTONE 305 C1-8A (R9A) LOT64'-00" 35 80'-00" 23'-00" 1,840 4,132 Xx64'-00" 92'-00" 6.02 BROWNSTONE 305 C1-8A (R9A) 35 80'-00" 301 FIRSTAVE AVE R8A 31 4,048 2.00 FIRST R8A 31 4,048 2.00 64'-00" 92'-00" XxXx23'-00" 92'-00" --7.52 (NARROW (NARROW ST) ST) (NARROW ST) GILMANGILMAN HALL HALL GILMAN HALL BROWNSTONE 307 AVE C1-8A (R9A) LOT 36 80'-00" 23'-00" 1,840 4,784 4,784 301 FIRST307 C1-8 (R9) 31 LOT 9,200 1,840 2.00 7.52 BROWNSTONE 307 FIRSTAVE AVE C1-8A (R9A) LOT80'-00" 36 80'-00" 23'-00" 1,840 4,784 Xx80'-00" 92'-00" BROWNSTONE FIRST C1-8A (R9A) 36 80'-00" 301 C1-8(R9) (R9) 31 9,200 2.00 301 C1-8 31 9,200 2.00 92'-00" XxXx23'-00" 92'-00" 44'-4" 44'-4" 44'-4" BROWNSTONE AVE C1-8A (R9A) LOT 37 LOT 80'-00" x144'-00" 23'-00" 1,840 13,248 4,784 146,246 2.00 7.52 BROWNSTONE 309 FIRSTAVE AVE C1-8A(R9A) (R9A) LOT144'-00" 37 80'-00" 23'-00" 1,840 4,784 TOTAL BROWNSTONE FIRST C1-8A 37 xxx23'-00" 1,840 4,784 2.00 2.00 x80'-00" 92'-00" 13,248 146,246 TOTAL 309 FIRST309 TOTAL 92'-00" 13,248 146,246 144'-00" 92'-00" 311 FIRST AVE C1-8A (R9A) LOT 38 LOT 80'-00" x80'-00" 23'-00"xx23'-00" 1,840 1,840 7,015 7,015 SITEBROWNSTONE A SITE 2.00 7.52 BROWNSTONE 311 FIRST AVE C1-8A(R9A) (R9A) LOT38 38 80'-00" 23'-00" 1,840 7,015 EAST 17TH STREET EAST 17TH STREET BROWNSTONE 311 FIRST AVE C1-8A EAST 17TH STREET SITE A sTREET 2.00 A 2.00 EAsT 17Th EAsT sTREET 17Th sTREET (NARROW (NARROW sTREET) sTREET) EAsT 17Th (NARROW sTREET) (NARROW STREET) R8A (NARROW STREET) STREET) 2.00 MRI TOTAL 343 E 17 STREET LOT 26 LOT 44'-04" xx80'-00" 92'-00" 4,078 7,360 1,900 20,718 6.02 TOTAL C1-8A (R9A) 92'-00"xxxx92'-00" 7,360 20,718 2.00 --7.52 2.00 MRI (NARROW 343 17STREET STREET R8A LOT80'-00" 26 44'-04" 92'-00" 4,078 1,900 MRI 343 EE17 R8A 26 44'-04" 4,078 1,900 TOTAL C1-8A (R9A) 80'-00" 92'-00" 7,360 20,718 C1-8A (R9A) 92'-00" TOTAL TOTAL 6.02 44'-04" x44'-04" 92'-00"xx92'-00" 4,078 4,078 1,900 1,900 TOTAL 44'-04" 92'-00" 4,078 1,900

23'-0" 23'-0"

SITE GILMAN HALL SITE

ZONINGZONING ENVELOPE ENVELOPE ZONING ENVELOPE

6.50 6.50 6.02 10.00 10.00 6.02 7.52 6.50 6.50

23’ MAX. HT REAR YARD

ZONINGZONING DISTRICTDISTRICT ADDRESS LOT # ZONING DISTRICT ADDRESS ADDRESS

SITE SITE

4,784 1,900 2.00 2.00 7,015 2.00 2.00 4,132 2.00 2.00 20,718 4,784 2.00 2.00 4,784 2.00 2.00 7,015 2.00 2.00 2.00 2.00 7,360 20,718 20,718 20,718

-6.02 6.02 6.02 6.02 2.00 7.52 7.52

60'-0"

30'-0"

92'-0" 62'-0"

15'-0"

SITE

44'-4"

FRONT FRONT

EAST 17TH STREET

EAsTSTUDIES 17Th sTREET (NARROW sTREET) ZONING (NARROW STREET)

-1,900 2.00 2.00 1,900 146,246 4,132 2.00 2.00 -1,900 4,784 2.00 2.00

30’ MIN. DEPTH REAR YARD

ZONINGZONING STUDIES STUDIES ZONING STUDIES

15’ SETBACK (NARROW ST)

85’

30 3 03 0 ’ ’ ’ 30’ MIN. DEPTH 30’ REAR MIN. REAR DEPTH REAR 30’ MIN. DEPTH YARD YARD YARD

LOT 31

GILMAN HALL SITE

80'-00"x x92'-00" 80'-00" 92'-00"x 92'-00" 7,360 80'-00" 7,360

60’ - 85’ST.+ST. 60’ WALL - 85’ ++ 60’ - 85’ WALL HTHTST. WALL HT

85’ 85’

23’ 23’

LOT 26

SITE A

10'-0"

23’

REAR YARD NOT LESS THAN 30’

4,048 4,078 1,900 1,900

9,200 4,078 1,900 1,900 144'-00"x 144'-00" x92'-00" 92'-00"x 92'-00" 13,248 13,248 146,246 144'-00" 13,248 146,246 LOT 80'-00" 35 x 80'-00" 23'-00" x 23'-00" 1,840 1,840 4,132 80'-00" x 23'-00" 1,840 4,132 44'-04" 26 x x92'-00" 44'-04" 92'-00" 4,078 4,078 1,900 44'-04" 4,078 1,900 LOT 80'-00" 36 80'-00" 23'-00" x 92'-00" 23'-00" 1,840 1,840 4,784 80'-00" 23'-00" 1,840 4,784 LOT 80'-00" 37 x x23'-00" 80'-00" 23'-00" 1,840 1,840 4,784 44'-04" 44'-04" 92'-00" 92'-00" 4,078 4,078 1,900 80'-00" 1,840 4,784 44'-04" 92'-00" 4,078 1,900 10'-0" x 23'-00" 10'-0" 10'-0" LOT 80'-00" 38 x x23'-00" 80'-00" 23'-00" x 23'-00" 1,840 1,840 7,015 80'-00" 1,840 7,015 LOT 80'-00" 35 x x23'-00" 80'-00" 23'-00" 1,840 1,840 4,132 80'-00" 1,840 4,132 80'-00" 80'-00" 92'-00"x 23'-00" 92'-00" 7,360 7,360 20,718 80'-00" 92'-00" 7,360 20,718 LOT 80'-00" 36 x x23'-00" 80'-00" 23'-00" x 23'-00" 1,840 1,840 4,784 80'-00" 1,840 4,784 LOT 80'-00" 37 x x23'-00" 80'-00" 23'-00" x 23'-00" 1,840 1,840 4,784 80'-00" 1,840 4,784 LOT 80'-00" 38 x x23'-00" 80'-00" 23'-00" x 23'-00" 1,840 1,840 7,015 80'-00" 1,840 7,015

C1-8A(R9A) C1-8A C1-8A +(R9A) 60’-85’ ST.(R9A) WALL HT

23’ MAX. 23’ REAR MAX. HT REAR 23’ MAX. HTHT REAR YARD YARD YARD

1sT AV

LOT 35

TOTAL 120'-0" 120'-0"

TOTAL TOTAL FRONT

60'-0" 60'-0"

Zoning Envelope

31 XxXx92'-00" 4,048 4,048 LOT 44'-04" 26 44'-04" 92'-00" 4,078 44'-04" 4,078 64'-00" 64'-00" 92'-00"Xx 92'-00" 92'-00" 64'-00" 92'-00" LOT 31 XxXx92'-00" 9,200 9,200 80'-00" 80'-00" 92'-00"Xx 92'-00" 92'-00" 80'-00" 92'-00" 44'-04" 44'-04" 92'-00" 4,078 44'-04" 4,078

1sT AV

3,680 3,680

30'-0"

60'-0"

7.50 6.50 7.50

St, ENVELOPE ZONING

105'-0"

120'-0" 85'-0" 60'-0"

7.52 6.02 7.52 6.02 7.52

120’

’

SITE SITE A SITE AA HALL GILMAN GILMAN HALL SITEHALL SITE GILMAN SITE 301 FIRST 301 AVE AVE R8A R8A R8A 31 301 AVE 3126 MRI MRI 343 343 E17 17STREET 343 STREET EFIRST 17 STREET R8A R8A LOT LOT26 MRI EFIRST R8A GILMANHALL GILMAN HALL HALL GILMAN 301FIRST FIRSTAVE 301 AVEFIRST AVE C1-8(R9) (R9)C1-8 (R9) LOT3131 C1-8 LOT TOTAL TOTAL 301 TOTAL TOTAL SITEB B TOTAL SITE B TOTAL SITE SITE A SITE AA SITEBROWNSTONE BROWNSTONE 305FIRST FIRSTAVE 305 AVEFIRST AVE C1-8A(R9A) (R9A) C1-8A (R9A) LOT3535 BROWNSTONE 305 C1-8A LOT MRIBROWNSTONE MRI 343 343 E17 17STREET 343 STREET EFIRST 17 STREET R8A R8A 26 MRI EFIRST R8A 2636 BROWNSTONE 307 FIRST 307 AVE AVE C1-8A (R9A) C1-8A (R9A) LOT36 BROWNSTONE 307 AVE C1-8A (R9A) LOT TOTAL TOTAL TOTAL BROWNSTONE BROWNSTONE 309FIRST FIRSTAVE 309 AVEFIRST AVE C1-8A(R9A) (R9A) C1-8A (R9A) LOT3737 BROWNSTONE 309 C1-8A LOT

26,507 26,312 92,000 26,507

120’ 120’

85’

23’

30 30’ MIN. DEPTH REAR YARD

2.00 2.00

4,784 1,900 2.00 7,015 2.00 7.52 4,132 2.00 7.52 20,718 4,784 2.00 7.52 4,784 2.00 7.52 26 (MRI Development 7,015 Facility 2.00 7.52 2.00 7.52 7,360 Between 1st20,718 and 2nd Avenue

80'-00" x 92'-00" 17th

+ 60’ - 85’ ST. WALL HT

24,550 24,369 69,184 24,550

1sT AV 1sT AV

ZONING INFORMATION

C1-8A (R9A)

23’ MAX. HT REAR YARD

18,400 -

93,553OF CITY118,312 * EXISTING 18,400 ZFA PER DEPARTMENT PLANNING

15'-0"

LOT 37 LOT 38 LOT 35 LOT 36 LOT 37 Project LOT 38

6.50 10.00 6.50

6.02 6.02 7.52

120'-0"

TOTAL

LOT 35 26 LOT 36

2.00

1,900 1,900 146,246 4,132 1,900 4,784

85'-0"

120’

C1-8A (R9A) R8A C1-8A (R9A) C1-8A (R9A) C1-8A (R9A) C1-8A (R9A) C1-8A (R9A) + 120’ MAX. C1-8A (R9A) C1-8A (R9A)

4,048 44'-04" Xx 92'-00" 4,078 64'-00" 92'-00" 9,200 80'-00" Xx 92'-00" 92'-00" 44'-04" 4,078 144'-00" x 92'-00" 13,248 80'-00" x 23'-00" 1,840 44'-04" 4,078 80'-00" x 92'-00" 23'-00" 1,840 80'-00" x 23'-00" 1,840 44'-04" 92'-00" 4,078 10'-0" 80'-00" x 23'-00" 1,840 80'-00" x 23'-00" 1,840 80'-00" 92'-00" 7,360 80'-00" x 23'-00" 1,840 80'-00" x 23'-00" 1,840 Location Block 923, 80'-00" x 23'-00" 1,840Lot

60'-0"

31 LOT 26 LOT 31

85'-0" 60'-0" 85'-0" 60'-0"

R8A R8A C1-8 (R9)

305 FIRST AVE 343 17 STREET 307EFIRST AVE 309 FIRST AVE ZONING SETBACKS AND HEIGHTS 311 FIRST AVE SITEBROWNSTONE B BROWNSTONE 305 FIRST AVE TOTAL BROWNSTONE 307 FIRST AVE BROWNSTONE 309 FIRST AVE BROWNSTONE 311 FIRST AVE

23'-0"

SITE B 1/8" = 1'-0"

301EFIRST AVE 343 17 STREET 301 FIRST AVE

SITE B TOTAL SITEBROWNSTONE A MRI BROWNSTONE TOTAL BROWNSTONE

145'-0"

SITE A GILMAN HALL SITE MRI GILMAN HALL TOTAL

ArcelorMittal Headquarter Rafael Vinoly Architects Owner: ArcelorMittal Location: Kirchberg, Luxembourg Type: Office, Area: 41,000 m2 (410,000 sf) Story: 20 Phase: Competition Job Title Designer

•

Experience Summary Developed and prepared plans for design schemes

The project will create a new headquartersfor the multinational company which is already based in Luxembourg. The winning scheme will be erected on a prominent 7,273m² site currently used as a car park on Kirchberg’s main thoroughfare, Avenue JF Kennedy, between Rue Galileo Galilei and Rue du Fort Thüngen. The main idea of this scheme is to design for AM such kind of space which normally is in the podium of a building and lift it up above the site to provide it with panoramic views all around. The engineering of this solution is only possible in steel technology, which gives the company an unequivocal urban identity in the Kirchberg plateau.

lifting podium

vertical circulation

level 02 plan

level 16 plan

Tribune Tower East Parcel Tower Rafael Vinoly Architects Owner: CIM Group and Golub Location: Chicago Type: Residential, hotel, retail Area: 1,238,000 sf Story: 45 Phase: Competition Job Title Designer

•

Experience Summary Developed and prepared diagrams and organized presentation package

The intent of this scheme is both to respect the lower level setbacks that optimize views of the Tribune Tower and, at the same time, to reconstitute the full dimension of the plan of the new tower above the height of the landmark building. To achieve this, we are proposing a fundamental element of the Gothic structural system; the flying buttress. As the new tower will also be a very tall structure, it will need to resist strong horizontal forces. By creating a row of buttresses at the south edge of the site, we can respect the buffer space between the volume of the tower and the surrounding buildings while mitigating wind forces and supporting the larger floor plans of the upper levels.

BUILDING SYSTEMS

STRUCTURAL SYSTEM DIAGRAMS

BUILDING SYSTEMS

MEP SYSTEM DIAGRAMS VISCO-ELASTIC DAMPERS COULD BE COUPLED WITH OUTRIGGERS TO TMD CONTROL BUILDING SWAY

MEP

CORE

MEP

OUTRIGGERS

MEP

WIND PASS-THROUGH FOR IMPROVED AERO-ELASTIC PERFORMANCE

MEP

TUNED LIQUID DAMPER OPTION TMD

MEP FLYING BUTTRESSES AND OUTRIGGERS BROADEN THE TOWER’S OVERTURNING FOOTPRINT.

TUNED MASS DAMPER OPTION FOR IMPROVED HUMAN PERCEPTION TO MOTION CRITERIA WITH LESS MATERIAL

OUTRIGGERS

FLYING BUTTRESSES

OUTRIGGERS

MEP OUTRIGGERS

MEP MEP

FLYING BUTTRESSES

MEP SPACE LOCATION IN TOWER

OUTRIGGERS MEP/FP SERVICES DISTRIBUTION

TRIBUNE EAST PARCEL1 DESIGN VISION – SCHEME

TRIBUNE EAST PARCEL

TUNED MASS DAMPER

DESIGN VISION – SCHEME 1

WER FROM R

OTEL PUBLIC FLOORS

HOTEL PUBLIC FLOORS

TRIBUNE EAST PARCEL

DESIG

CONDOMINIUM FLOORS MEETING ROOMS

MEETING ROOMS

3 MEAL RESTAURANT

3 MEAL RESTAURANT PREFUNCTION SE

KITCHEN

ATRIUM LOBBY

BANQUET MEETING SUPPORT

ATRIUM LOBBY

PREFUNCTION

ATRIUM LOBBY

PREFUNCTION

2 BEDROOM BALLROOM 2 BEDROOM + DEN 3 BEDROOM 3 BEDROOM + DEN 4 BEDROOM 4 BEDROOM + DEN PENTHOUSE SERVICE/SUPPORT

BALLROOM RETAIL

RETAIL

PLAN A : PENTHOUSE (2)

level 02

LEVEL 02

PLAN B : 4 BEDROOM (3)

LEVEL 03 0

TRIBUNE EAST PARCEL

PLAN D : 2 BEDROOM (6)

PLAN C : 3 BEDROOM (3)

level 03

LEVEL 02

LEVEL 03 OPEN KITCHEN

DESIGN VISION – SCHEME 1

OPEN (TO TERRACE BELOW)

TERRACE

KITCHEN

BANQUET MEETING SUPPORT

ATRIUM LOBBY

PREFUNCTION OPEN (TO TERRACE BELOW)

TERRACE

TRIBUNE EAST PARCEL

PLAN E : DUPLEX (LOWER) residential plans TRIBUNE EAST PARCEL

PLAN F : DUPLEX (UPPER)

CLUB ROOM / LOUNGE

GAMES

DESIGN

PRIVATE DINNING

AMENITIES LEVEL PLAN 0

DESIGN VISION – SCHEME 1

PS 339 Elementary School Lee Harris Pomeroy Architects Owner: NYC School Construction Authority Location: Woodside, New York Type: Public School Area: 74,000 sf Story: 5 Phase: CA Job Title Designer

â&#x20AC;˘ â&#x20AC;˘

Experience Summary Reviewed shop drawings and submittals Attended field meetings and site visits to assist problem solving with consulting firms and contractor during construction phase

The school will accommodate 472 students from pre-kindergarten through fifth grade. In addition to 22 traditional classrooms, it will feature resource rooms for small group specialized instruction; music and art classrooms; gymatorium; library, cafeteria and kitchen facilities; administrative and guidance offices, medical office and a community activity room. The construction cost of the 74,000 SF building is estimated at $35,242,350. The proposed design scheme features a walkway extending from the street to the main building entrance, located within the interior of the site and giving the school will a campus like ambiance. A grand architectural stairway leads from the ground floor to a basement-level gymatorium, which will be visible upon entry into the main lobby via glass wall panels.

E.7

President & CEO

1' - 10" 1' - 1 5/8"

Lorraine Grillo

1' - 3"

1' - 3 1/4"

Board of Trustees Chancellor Dennis M. Walcott, Chairman Curtis A. Harris Emily A. Youssouf

GYPSUM BOARD ENCLOSURE SEALANT JOINT

Architecture & Engineering

FILL VOIDS w/MINERAL WOOL

E. Bruce Barrett, R.A. LEED A.P., Vice President Elan R. Abneri, P.E., Director, Design Consultant Management Stanley Dahir, R.A., Director, Quality Control & Construction Support María A. Gómez, P.E., LEED A.P., Director, A&E In-House Design George D. Roussey, P.E., LEED A.P., Director, Technical Standards Stacey Spann-Thom, Director, Operations Support

STRUCTURAL COLUMN FIRE PROOFING 1 HR RATING (TYPICAL)

Consultants:

1' - 10"

1' - 1 5/8"

2' - 0"

Lee Harris Pomeroy Architects, PLLC

STEEL TUBE; REFER TO STRUCTURAL DWGS.

WSP Cantor Seinuk

Structural

228 East 45th Street, New York, NY 10017 (T) 212-687-9888

CSA Group NY Engineering & Consulting

MEP & FP

40 Wall Street, New York, NY 10005 (T) 212-677-0777

KS Engineers, PC

TYPICAL WINDOW ASSEMBLY

Civil & Geotechnical

494 Broad Street, Newark, NJ 07102 (T) 973-623-2999

Attended field meetings and site visits to assist problem solving with consulting firms and contractor during construction phase Cerami & Associates, Inc.

LINE OF WALL BELOW

Acoustical

404 5th Avenue, New York, NY 10018 (T) 212-370-1776

Romano Gatland

Food Service

Sustainable Design Collaborative LLC

Sustainability

58 Albany Avenue, Amityville, NY 11701 (T) 631-226-7700

QUIRK MITRE

COLUMN ENCLOSURE AT EXTERIOR CORNER 7 1 1/2" = 1'-0"

Architect

462 Broadway, New York, NY 10013 (T) 212-334-2600

6 3" INSULATED METAL INFILL PANEL R-15

SPRAY ON FIREPROOFING 1 HR RATING

COLUMN ENCLOSURE AT WINDOW 8 1 1/2" = 1'-0"

YR & G

1' - 7 1/4"

1' - 10"

16 Spring Street, Hastings-on-Hudson, NY 10706 (T) 914-478-4361

1' - 10" 1' - 1 5/8"

Sustainability

161 Bowery, 4th Floor, New York, NY 10002 (T) 914-478-4361

8 3/4"

1' - 1 5/8"

Van Deusen & Associates

5 Regent Street, Livingston, NJ 07039 (T) 973-994-9220

Vertical Transportation

VJ Associates, Inc. of Suffolk

Cost Estimating

100 Duffy Avenue, Hicksville, NY 11801 (T) 516-932-1010

Design 2147 Limited

Expeditor

52 Diamond Street, Brooklyn, NY 11222 (T) 718-383-9340

IT IS A VIOLATION OF THE STATE EDUCATION LAW SECTION 7209 (2) FOR ANY PERSON TO ALTER AN ITEM IN ANY WAY UNLESS SUCH PERSON IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, AND THE ENGINEER STAMPS SUCH CHANGES

1' - 1 5/8"

8 1/4"

1' - 10"

1' - 4 5/8"

NOTE: Drawing may be printed at reduced scale

5 A927

11/01/2013

CONFORMED

05/15/2013

ISSUED FOR BID

No.

Date

Revision

Key Plan:

COLUMN WALL DETAIL - FIRST FLOOR 1 1/2" = 1'-0"

ENCLOSURE DETAIL EAST LOBBY 1 1/2" = 1'-0"

COLUMN ENCLOSURE DETAIL 1 1/2" = 1'-0"

58TH STREET

57TH STREET

39TH AVENUE

F 1' - 10"

E.7

1' - 10"

STEEL COLUMN, COORDINATE W/STRUCTURAL DWGS.

MASONRY TIES @ 16" O.C. FILL BLOCK CELLS SOLID

4" REQ'D TO MAINTAIN RATING

S.S. 3/16" CONTINUOUS WIRE @ 24" O.C. MAX. VERTICAL SPACING, (TYP. THROUGHOUT)

4" REQ'D TO MAINTAIN RATING

3" RIGID INSULATION R-15 1" AIR SPACE 1/2" CONCRETE BLOCK CONTROL JOINT @ COLUMN CENTER LINE, TYP.

6" CONCRETE BLOCK

SPRAY ON FIREPROOFING 1 HR RATING TYPICAL

LADDER JOINT REINFORCEMENT BY HOHMANN & BARNARD OR APPROVED EQUAL

1' - 1 5/8" 1' - 10"

STEEL COLUMN; COORDINATE W/STRUCTURAL DWGS.

COLUMN ENCLOSURE AT INSIDE CORNER 1 1/2" = 1'-0"

L. POMEROY

3" RIGID INSULATION R-15 AIR/VAPOR BARRIER

Designer:

Discipline Lead:

Drawn by: Checked by: LLW No.:

ST. STL. 3/16" DIA., BENT BOX BYNA-TIE BY HOHMANN & BARNARD OR APPROVED EQUAL WITH 16" MAX. VERTICAL & HORIZONTAL SPACING

VARIES SEE PLAN

TYPICAL COLUMN ENCLOSURE 1 1/2" = 1'-0"

1' - 2"

BR VS P.S. 339Q

Date:

05/15/2013

Project:

P.S. 339Q 39-07 57TH STREET WOODSIDE, NY 11377 Drawing Title:

RIGID P.V.C. SEISMIC CLIP BY HOHMANN & BARNARD OR APPROVED EQUAL WITH 16" O.C. MAX. VERTICAL AND HORIZONTAL SPACING.

069863

B. KHO BR Facility Code:

Address:

1/2" WIDE EXTERIOR MASONRY EXPANSION JOINT WITH CAULKING AND BACKUP ROD.

RIGID P.V.C. SEISMIC CLIP BY HOHMANN & BARNARD OR APPROVED EQUAL WITH 16" O.C. MAX. VERTICAL AND HORIZONTAL SPACING

AIR/VAPOR BARRIER

J. ELBERFELD

Project Architect/Engineer:

LADDER JOINT REINFORCEMENT FILL BLOCK CELLS SOLID

ST. STL. 3/16" DIA., CONTINUOUS WIRE @ 16" O.C. MAX. VERTICAL SPACING (TYP. THROUGHOUT)

1" AIR SPACE 3" RIGID INSULATION R-15

SCA Design Manager:

6" CONCRETE BLOCK

2' - 0"

1' - 10"

4" FACE BRICK

S.S. 3/16" DIA. CONTINUOUS WIRE @ 16" O.C. MAX. VERTICAL SPACING, (TYP. THROUGHOUT) 1" AIR SPACE

STAINLESS STEEL 3/16" DIA., BENT BOX BYNA-TIE BY HOHMANN & BARNARD OR APPROVED EQUAL WITH 16" MAX. VERTICAL AND HORIZONTAL SPACING.

1/2" CONTROL JOINT @ COLUMN CENTER LINE

TYPICAL COLUMN ENCLOSURE AT EXTERIOR CORNER 1 1/2" = 1'-0"

SPRAY ON FIREPROOFING STEEL COLUMN; COORDINATE W/STRUCTURAL DWGS.

1' - 1 1/2"

RIGID P.V.C. SEISMIC CLIP BY HOHMANN & BARNARD OR APPROVED EQUAL WITH 16" O.C. MAX. VERTICAL AND HORIZONTAL SPACING.

Lot # 48

4" FACE BRICK

AIR/VAPOR BARRIER

1' - 10"

6" MAX.

1' - 1 1/2"

CWT MASONRY TIES LADDER JOINT REINFORCEMENT BY HOHMANN & BARNARD OR APPROVED EQUAL

4" FACE BRICK

STAINLESS STEEL 3/16" DIA. BENT BOX BYNA-TIE BY HOHMANN & BARNARD OR APPROVED EQUAL WITH 24" MAX. VERTICAL AND HORIZONTAL SPACING. FACE BRICK CONTROL JOINT; JOINT FILLER, BOND BREAKER TAPE AND SEALANT

Block # 1228

6" CONCRETE BLOCK

6" MAX.

1' - 1 5/8"

SPRAY ON FIREPROOFING

6" MAX.

MASONRY TIES @ 16" O.C. VERT. NOTCHED COLUMN ANCHOR HOHMANN & BARNARD 354 OR APPROVED EQUAL

EXTERIOR DETAILS - 1

Drawing No.:

A320.00

Sheets in Contract Set:

87 Sheets in DOB Set:

444

HeBei Iron and Steel Research Center Beijing Institute of Architectural Design Owner: HeBei Iron and Steel Group Location: Hebei, China Type: Office, hotel, conference, retail Area:835,500m2 Story: 30 Phase: SD Job Title Designer

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Experience Summary Participated in wide spectrum of design including design concepts development, drawing production, model making, structural feasibility studies and presentation package; Assisted in preparing and submitting Schematic Design package to the Owner Team

The site is at the entrance of a new developing district. The building will appear as the first glimpse of the area. The project aims to create a new landmark building that will impress the visitors. As the headquarter of Heibei Steel & Iron Research center, the building includes programs of office, hotel, restaurant, conference room, gym and research labs, with the total area of 835,500m2.

view of the egg-shaped conference room

JinZhong Transportation Terminal Beijing Institute of Architectural Design

Owner: JinZhong Municipal Peopleâ&#x20AC;&#x2122;s Government Location: JinZhong, China Type: Transportation Area:10,000 m2 (100,000 sf) Story: 3 Phase: SD Job Title Designer

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As the new landmark of Jinzhong, Shanxi, the transportation terminal will serve 10,000 people per day. Our idea is to abstract the traditional Chinese wooden structure into an unique contemporary look, and to create an iconic form. The total square footage of the project is proximately 10,000 m2.

38 Crosby Loft Edward I Mills Associates Location: New York Type: Residential Phase: DD

Job Title Designer

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Experience Summary Detailed and developed plans and construction details from Schematic Design to Design Development Prepared and submitted DOB filing drawing set