Ilya_Portfolio_Current_JL

Ilya Chistiakov AIA, LEED AP, NCARB

portfolio.

selected works

2 World Trade Center, New York

­

1. LaGuardia Airport Redevelopment Firm: HOK My role: Architect Status: Built

Sheet

of

CONCOURSE B

LaGuardia Airport’s new Terminal B symbolizes the top-tobottom transformation of one of the nation’s highest-profile airports.The transparent, fluid design of the 850,000-sq.ft. Arrivals and Departures Hall (headhouse) celebrates movement while conveying a strong civic presence in a city known for its remarkable architecture.

EW02A

RS01

EW02A

CHIEF

EW03 EW04

EW02A

EW05A EW02A

EW02A

EW02A

All reproduction & intellectual property rights reserved ©

Skanska / Walsh Design-Build Joint Venture

EW03

EW02A

Parsons Brinckerhoff / HOK Design Joint Venture

EW03

EW03 EW04

EW05A RS01

PEDESTRIAN BRIDGE TO CONCOURSE B

EW05A EW02A

EW02A

EW04

My involvement in the redevelopment of LaGuardia Airport Terminal B project centered on producing the technical documentation package for the submission to the reviewing authorities including NYC DOB, FAA, BSA and others. I was responsible to ensure compliance with the safety, construction and building code requirements specific to the aviation industry and played a crucial role in the design of key construction details, including the exterior enclosure of the bridge and the concourses in BIM/Revit. I was deeply involved in managing consultant coordination as well as in the larger design decision-making process and architectural documentation to meet the stringent project criteria.

ORIGINAL SIGNED BY

EW03

PEDESTRIAN BRIDGE TO CONCOURSE A

EW05A

EW01A

RS02

RS01 EW02A

EW03

EW02A

RS02

CENTRAL HALL

EW05A EW04

EW02A

ES01

EW07

EXTERIOR WALL SYSTEMS

RS01 EW03 EW02A

EW03

CONCOURSE A

EXTERIOR ENCLOSURE SYSTEM TYPE 1A BLAST RESISTANT - 4 SIDED STRUCTURALLY GLAZED UNITIZED CURTAIN WALL WITH STEEL TENSION CABLE BACKUP SUPPORT. GLAZING TYPE AS INDICATED ON DRAWINGS. CURTAIN WALL AND STEEL SUPPORT ANCHORS TO BE 300 SERIES GRADE STAINLESS STEEL.

EW01B

EXTERIOR ENCLOSURE SYSTEM TYPE 1B SAME AS TYPE 1A EXCEPT WITH A REDUCED BLAST RESISTANCE REQUIREMENT

Signed By

EW02A

EXTERIOR ENCLOSURE SYSTEM TYPE 2A 4 SIDED STRUCTURALLY GLAZED UNITIZED CURTAIN WALL WITH PAINTED CATEGORY 1 AESS STEEL PLATE BACKUP SUPPORT. GLAZING TYPE AS INDICATED ON DRAWINGS.

No.

EW03

EXTERIOR ENCLOSURE SYSTEM TYPE 3 VERTICAL STEEL BACKUP PLATE SUPPORTED, 4 SIDED STRUCTURALLY GLAZED UNITIZED CURTAIN WALL WITH ALUMINUM MULLION BACKUP SUPPORT, GLAZING AND INTEGRAL ARCHITECTURAL LOUVERS

EW04

EXTERIOR ENCLOSURE SYSTEM TYPE 4 MASONRY CAVITY WALL CONSISTING OF CMU01 VENEER, AIR SPACE, INS04 (INS02 @ BASE) AB01 AND REINFORCED CMU BACKUP WALL

EW05A

EXTERIOR ENCLOSURE SYSTEM TYPE 5A METAL PLATE PANEL TYPE MP01 WITH INSULATION TYPE INS04, AIR BARRIER TYPE AB01, EXTERIOR SHEATING OVER COLD FORMED METAL STUDS WITH ACOUSTICAL BATT INSULATION BETWEEN THE STUDS

EW05B

EXTERIOR ENCLOSURE SYSTEM TYPE 5B METAL PLATE PANEL TYPE MP01 WITH INSULATION TYPE INS04, AIR BARRIER TYPE AB01, WITH REINFORCED CMU BACKUP WALL

EW06A

EXTERIOR ENCLOSURE SYSTEM TYPE 6A METAL PLATE PANEL TYPE MP02 WITH INSULATION TYPE INS04, AIR BARRIER TYPE AB01, EXTERIOR SHEATING OVER COLD FORMED METAL STUDS WITH ACOUSTICAL BATT INSULATION BETWEEN THE STUDS

EW06B

EXTERIOR ENCLOSURE SYSTEM TYPE 6B METAL PLATE PANEL TYPE MP02 WITH INSULATION TYPE INS04, AIR BARRIER TYPE AB01, WITH BLAST RESISTANT REINFORCED CMU BACKUP WALL

EW07

EXTERIOR ENCLOSURE SYSTEM TYPE 7 BLAST RESISTANT - 4 SIDED STRUCTURALLY GLAZED UNITIZED CURTAIN WALL SYSTEM IN PUNCHED WINDOW OPENING

PC01

ARCHITECTURAL PRECAST CONCRETE

EW01A

HEADHOUSE EW04 EW02A

EW01A

PEDESTRIAN WALKWAY TO WEST GARAGE

Our team had a bold vision of creating two island concourses accessed from the main terminal through two 450-footlong, 65-foot-high pedestrian bridges.These pedestrian overpasses provide an apt metaphor for New York - as a city of islands and bridges. For passengers, the bridges offer stunning panoramic views of Manhattan’s skyline and the surrounding boroughs. The form of the bridges embodies elegance within demanding constraints, giving travelers the feeling they’re part of the airport’s operations.

WEST GARAGE

ES01

EXTERIOR SKYLIGHT TYPE 1

RS01

ROOFING SYSTEM TYPE 1 ALUMINUM STANDING SEAM

RS02

ROOFING SYSTEM TYPE 2 TPO MEMBRANE FULLY ADHERED, TAPERED POLYISOCYANURATE INSULATION WITH COMPOSITE COVERBOARD AND FLAT POLYISOCYANURATE INSULATION

RS03

ROOFING SYSTEM TYPE 3 BALLASTED ROOF CONSISTING OF OPEN JOINT 2 INCH THICK LOCK DOWN PRECAST CONCRETE PAVERS / ADJUSTABLE PEDESTALS/ INSULATION TYPE INS01 / CEMENTITIOUS PROTECTION AND REINFORCED HOT RUBBERIZED ASPHALT

Rev. Package Title

Date

SCHEMATIC DESIGN

ENGINEERING DEPARTMENT

LAGUARDIA AIRPORT

LAGUARDIA AIRPORT CENTRA TERMINAL BUILDING REPLACEMENT PROJECT NEW TERMINAL B

Key Plan

Title SCHEMATIC DESIGN

OVERALL BUILDING AXONOMETRIC

This drawing subject to conditions in contract. All inventions, ideas, designs and m herein are reserved to Port Authority and may not be used without its written conse All recipients of Contract documents, including bidders and those who do not bid a prospective subcontractors and suppliers who may receive all or a part of the Cont documents or copies thereof, shall make every effort to ensure the secure and app disposal of the contract documents to prevent further disclosure of the information contained in the documents. Secure and appropriate disposal includes methods o document destruction such as shredding or arrangements with refuse handlers tha that third persons will not have access to the documents' contents either before, du after disposal. Documents may also be returned for disposal purposes to the Contr Desk on the 3rd Floor, 3 Gateway Center, Newark NJ 07102 or the office of the Dir Procurement, Two Montgomery Street, 3rd Floor, Jersey City, NJ 07302.

It is a violation of law for any person to alter a document in any way, unless acting the direction of a licensed professional engineer or registered architect. If this docu bearing the seal of an engineer/architect is altered, the altering engineer/architect s affix to the document their seal and the notation "altered by" followed by their signa the date of such alteration, and a specific description of the alteration.

Designed by Drawn by Checked by Date

V 1

OVERALL BUILDING AXONOMETRIC - SOUTH

IN PROGRESS - 2016-01-22 NOT FOR CONSTRUCTION

3

Hellmuth, Obata & Kassabaum, P.C. Professional Seals

EW01A

Contract WORK ORDER No Number Drawing Number

A50-00-11-0 PID #

4

Image: HOK

BO

BN

B22

12' - 0"

D

B21.1

30' - 0"

1

4' - 0"

B20.9 B21

A81-00-31-00 D

4

EXPANSION JOINT

A52-00-51-00

RS01

VARIES

VARIES

EW05A

735 59

F&B OPEN HOLDROOM (G III)

A-3 ( HOLDROOMS TOTAL )

146

B5

UP

STAIR-ST.B11 EXIT WIDTH UNIT CAP 165 DOOR 33" 0.2" 160 STAIR 48" 0.3"

IDF

B33

ELEC CLOSET

EXIT WIDTH DOOR 67" STAIR 96"

350

F&B/BAR/CAFE SECURE

RETAIL OPEN

TRAVEL DISTANCE: 208' - 3"

B35

B37

F-2 721 SF 300 2

B9

TRAVEL DISTANCE: 235' - 3"

B35

B14 BQ

STAIR

BR

B37

STAIR-ST.B02 EXIT WIDTH UNIT CAP 335 DOOR 67" 0.2" 320 STAIR 96" 0.3"

STAIR

W TOILET

B32 BN HOLDROOM (G III)

PET RELIEF

JC

FA

A-2 (I) / S-2 1755 SF 15 ( 60%) (h) 71 ) (h) 200 ( 4

STORAGE

B19

B20

BP TRAVEL DISTANCE: 172' - 0"

B20.9 B21

STAIR B21.1

B22

BO

F&B OPEN

W TOILET

B17

STAIR-ST.B07 EXIT WIDTH UNIT CAP 165 DOOR 33" 0.2" 160 STAIR 48" 0.3"

B23

BS

300

146

HOLDROOM (G III)

TRAVEL DISTANCE: 103' - 2"

HOLDROOM (G III)

STAIR B24

B25

BT

300

STAIR

B26 B27

ELEC CLOSET ?

? ?

B28

BU B29

392

CONCOURSE B

2475

611

STAIR-ST.B03 EXIT WIDTH UNIT CAP 335 DOOR 67" 0.2" 320 STAIR 96" 0.3"

B31 STAIR-ST.B01 UNIT CAP 335 0.2" 320 0.3"

EXIT WIDTH DOOR 67" STAIR 96"

B32

180

0.3

160

USE GROUP LEGEND EW04

12' - 0"

19' - 10" 35' - 4"

6' - 0" 5' - 0"

XXX

CB LEVEL 1 - TOS EL. 9' - 0"

(I) USE GROUP SUBCATEGORY

FLOOD VENT, TYP.

CONTROL JOINT, TYP.

ASSEMBLY GROUP A-2 (I)

COMPLIES 1/4" = 1'-0"

TOTAL OCCUPANT LOAD

3869

COMPLIES

4202

3934

COMPLIES

Hellmuth, Obata & Kassabaum, P.C. Professional Seals

ASSEMBLY GROUP A-3 (V) BUSINESS GROUP B

STATUS

MERCANTILEBO GROUP M

BN

STATUS

38

COMPLIES

41

COMPLIES

EGRESS CAPACITY (g)

TOTAL OCCUPANT LOAD

STATUS

CONCOURSE A

640

270

COMPLIES

CONCOURSE B

1015

501

COMPLIES

D

1

A81-00-31-00 No.

FACTORY INDUSTRIAL F-2 (LOW-HAZARD)

Rev. Package Title

Date

SCHEMATIC DESIGN

SUBCATEGORY LEGEND (I) - ASSEMBLY, OCCUPANT LOAD FACTOR OF 15 NSF PER PERSON (II) - ASSEMBLY, OCCUPANT LOAD FACTOR OF 20 NSF PER PERSON (III) - ASSEMBLY, OCCUPANT LOAD FACTOR OF 15 NSF PER PERSON (IV) - ASSEMBLY, OCCUPANT LOAD FACTOR OF 100 GSF PER PERSON (V) - ASSEMBLY, OCCUPANT LOAD FACTOR OF 50 GSF PER PERSON

ENGINEERING DEPARTMENT

EGRESS PLAN GRAPHIC LEGEND

(c) PASSENGER POPULATION IS DETERMINED USING THE FLIGHT SCHEDULE WITH 2 HOUR FLIGHT DELAY PREPARED BY LANDRUM AND BROWN, WHICH IS INCLUDED IN STAGE 1 FINAL SUBMISSION DRAWING A036 PREPARED BY SKIDMORE OWINGS AND MERRILL, DATED APRIL 25, 2013 (d) DISTRIBUTED OCCUPANT LOAD IS USED TO CONSIDER AREAS OF NON-SIMULTANIOUS USE AND CONCENTRATED CROWDING VS. UNIFORM DISTRIBUTION OF OCCUPANTS OVER THE ENTIRE BUILDING AS PERMITTED IN THE TCRM SECTION 5 SUBSECTION IIB.1b AND STRUCTURAL SECTION 1004.1.2 IN THE NYCBC

1-HOUR FIRE RESISTANCE

1

1

1

2-HOUR FIRE RESISTANCE

2

2

2

3-HOUR FIRE RESISTANCE

3

3

4-HOUR FIRE RESISTANCE

4

4

4

SMOKE PARTITION

S

S

S

1-HOUR FIRE SMOKE BARRIER

1S

1S

1S

NEW TERMINAL B

3 Key Plan

VARIES

MAX TRAVEL TO AN EXIT

10

COMMON PATH OF TRAVEL

COLUMN BEYOND

CB LEVEL 3 - FF EL. 44' - 4"

LEVEL OF EXIT DISCHARGE

(e) IT IS ANTICIPATED THAT A PORTION (20% FACTOR) OF THE CONCOURSE POPULATION WILL BE UTILIZING THE AMENITIES LOCATED ON LEVEL 4 OF THE HEAD HOUSE DURING A NORMAL FLIGHT SCHEDULE AND DURING A 2 FLIGHT HOUR DELAY.

FIRE DEPARTMENT ACCESS

(f)DISTRIBUTION REFLECTS THE TOTAL OCCUPANT LOAD ACCOUNTING FOR THE NUMBER OF OCCUPANTS IN THE SECURE CIRCULATION, RETAIL AND F&B WHICH IS CALCULATED USING NYC BC OCCUPANT LOAD FACTORS AND THE REMAINDER OF THE TOTAL OCCUPANT LOAD EVENLY DISTRIBUTED IN THE HOLD ROOMS (g) REFER TO LIFE SAFETY PLANS FOR EGRESS CAPACITY.

D

FIRE HOSE AND SPRAY LENGTH

2

A81-00-33-00 100' MAX 30' MAX

FIRE DEPARTMENT VALVE

(h) THERE IS CURRENTLY NO TENANT FIT OUT DEVELOPED THEREFORE THE OCCUPANT LOADS FOR SHELL SPACES ARE CALCULATED AS FOLLOWS: M - RETAIL: COLUMN 75% x SF AREA FOR PUBLIC SPACE USING THESTRUCTURAL CODE PRESCRIBED OCCUPANT LOAD FACTOR FOR MERCANTILE WITHIN ENCLOSURE BEYOND 25% x SF AREA FOR BACK OF HOUSE (BOH) USING THE CODE PRESCRIBED OCCUPANT LOAD FACTOR FOR STORAGE. A-2 - FOOD AND BEVERAGE (F&B)/ RESTAURANT: 60% x SF AREA FOR PUBLIC SPACE USING THE CODE PRESCRIBED OCCUPANT LOAD FACTOR FOR ASSEMBLY. 25% x SF AREA FOR BACK OF HOUSE (BOH) USING THE CODE PRESCRIBED OCCUPANT LOAD FACTOR FOR STORAGE.

FDV

WINDOW SPRINKLER FIRE DEPARTMENT STROBE FIRE COMMAND CENTER

Title SCHEMATIC DESIGN

CONCOURSE B – LEVEL 2 – OCCUPANCY AND EGRESS PLAN (FINAL PHASE 6C)

FCC

FIRE EXTINGUISHER CABINET

FEC

75' MAX DISTANCE

RETAIL OPEN

STAR OF LIFE FIRE SERVICE ELEVATOR ACCESS

B2-11

ARA *

EXIT SIGN SECURE IDENTIFICATION DISPLAY AREA (SIDA) LINE

Designed by

AREA PROTECTED WITH SMOKE CONTROL SYSTEM

BELOW GRADE WATERPROOFING *ARA TO CONTAIN 2-WAY COMMUNICATION TO FIRE MTE WORKSHOP SYSTEM AT UNDERSIDE OF SLAB, COMMAND CENTER FOR FIRE FIGHTER COMMUNICATION B1-26 GRADE BEAMS, PILE CAPS AND ALL 0' 20' VERTICAL FACES OF FOUNDATIONS, TYPICAL

D

3

A52-00-51-00

This drawing subject to conditions in contract. All inventions, ideas, designs and methods herein are reserved to Port Authority and may not be used without its written consent.

All recipients of Contract documents, including bidders and those who do not bid and their prospective subcontractors and suppliers who may receive all or a part of the Contact documents or copies thereof, shall make every effort to ensure the secure and appropriate disposal of the contract documents to prevent further disclosure of the information contained in the documents. Secure and appropriate disposal includes methods of document destruction such as shredding or arrangements with refuse handlers that ensure that third persons will not have access to the documents' contents either before, during, or after disposal. Documents may also be returned for disposal purposes to the Contract Desk on the 3rd Floor, 3 Gateway Center, Newark NJ 07102 or the office of the Director of Procurement, Two Montgomery Street, 3rd Floor, Jersey City, NJ 07302.

It is a violation of law for any person to alter a document in any way, unless acting under the direction of a licensed professional engineer or registered architect. If this document bearing the seal of an engineer/architect is altered, the altering engineer/architect shall affix to the document their seal and the notation "altered by" followed by their signature and the date of such alteration, and a specific description of the alteration.

SIAMESE CONNCECTION AREA OF RESCUE ASSISTANCE

STRUCTURAL COLUMN BEYOND

B22

Signed By

12' - 0"

STORAGE GROUP S-1

STORAGE GROUP S-2 (LOW- HAZARD)

TOTAL OCCUPANT LOAD

490

CAP.

0.2

4' - 0"

ASSEMBLY GROUP A-3 (II)

3980

480

FACTOR

3' - 0"

STAIR

GROUP A-3 (III) STATUS CONCOURSE BASSEMBLY - ENLARGED ELEVATION

EGRESS CAPACITY (g)

EGRESS CAPACITY (g)

CB LEVEL 2 - FF EL. 24' - 6"

GROUP A-3 (IV) (CONCOURSEASSEMBLY A SIMILAR) D 1COMPLIES

BV

B30 ?

STAIR-ST.B05 EXIT WIDTH UNIT CAP 165 DOOR 33" 0.2" 160 STAIR 48" 0.3"

AREA PLAN - LEVEL B2 1" = 20'-0"

TOTAL OCCUPANT LOAD

1675

WIDTH

DOOR

ACTUAL OCCUPANCY COUNT AT FINAL EXIT, STAIR DOORS, AND HORIZONTAL EXIT

SUBNOTES:

HOLDROOM (G III)

ELEC CLOSET

REBOOKING UP

B18 B18.3

P 1

4158

EGRESS CAPACITY (g)

EXTERIOR STAIRS NOT SHOWN FOR CLARITY

180

EGRESS UNIT FACTOR CALCULATED EGRESS CAPACITY

(a) STAFF POPULATION IS DETERMINED USING (2) FTE'S PER GATE AND THE CALCULATED POPULATION OF STAFF AT CONCESSION SPACES.

UP

FP

JC

HOLDROOM (G III)

BM

STAIR-ST.B04 EXIT WIDTH UNIT CAP 335 DOOR 67" 0.2" 320 STAIR 96" 0.3"

HOLDROOM (G III)

A-3 (IV) 30804 SF 100 328

IDF

B38

HOLDROOM (G III)

B16

CONCOURSE B POPULATION (PASSENGERS - 20% + STAFF)

CONCOURSE A

CAP

STAIR A EXIT

(b) POPULATION CALCULATED USING AREAS PER TABLE 1004.1.1 IN THE NYC BC.

UP

B15

1022

FACTOR

3'-0" EW05A0.2

EGRESS STAIR

CONCOURSE A AND B EGRESS SUMMARY - LEVEL 2 (PASSENGERS AND STAFF) (c)

350

146

B13

5111

(II) CONCOURSE B - PASSENGER POPULATION X 20% (e)

DOOR WIDTH

TYP. EW07

CONCOURSE A AND B EGRESS SUMMARY - LEVEL 3

STAIR-ST.B06 EXIT WIDTH UNIT CAP 335 DOOR 67" 0.2" 320 STAIR 96" 0.3"

SECURE CIRCULATION TRAVEL DISTANCE: 187' - 9"

UPS

3921

(I) CONCOURSE B - PASSENGER POPULATION

CONCOURSE A CONCOURSE B

350

RETAIL OPEN

146

B12

CONCOURSE A POPULATION (PASSENGERS - 20% + STAFF)

LOCATION

B36

UP

965

LOCATION

RETAIL OPEN

BA.1

UP

CONCOURSE B - WALL SECTION (CONCOURSE A SIMILAR) 1/4" = 1'-0"

STAIR-ST.B08 EXIT WIDTH UNIT CAP 335 DOOR 67" 0.2" 320 STAIR 96" 0.3"

F-2 2632 SF 200 14

B11

(II )CONCOURSE A - PASSENGER POPULATION X 20% (e)

42

CALCULATED OCCUPANCY LOAD

EGESS COMPONENT

CONCOURSE A AND B EGRESS SUMMARY - LEVEL 2M (STAFF)

B34

F&B OPEN

MDF

ELEV CONTROL RM

4827

LOCATION

HOLDROOM (G III)

STAIR-ST.B09 EXIT WIDTH UNIT CAP 200 DOOR 40" 0.2" 160 STAIR 48" 0.3"

D 4

SVC. PROV.

B10

(I )CONCOURSE A - PASSENGER POPULATION

CB LEVEL 1 - TOS EL. 9' - 0"

M / S-2 3528 SF 60 ( 75%) (h) 45 300 ( 15%) (h) 3

F&B SECURE

?

5180 SUBTOTAL CONCOURSE B 10066 GRAND TOTAL CONCOURSE A & B 100% CONCLUSION: THE FLIGHT SCHEDULE WITH 2 HOUR DELAY YIELDS D 2 A HIGHER OCCUPANT LOAD THAN THE LOAD CALCULATED FROM THE NYC BC. A52-00-51-00 CONCOURSE OCCUPANT LOAD DISTRIBUTION (c )(d)

LOCATION

FAMILY AST ELEC CLOSET

69

CONCOURSE B STAFF (a)

B1-26

CONCOURSE A CONCOURSE B

A-2 (I) / S-2 1546 SF 15 ( 60%) (h) 62 200 ( 40%) (h) 4

TRAVEL DISTANCE: 233' - 5"

5111

51%

CONCOURSE B PASSENGERS

MTE WORKSHOP

A-2 (I) / S-2 2660 SF 15 ( 60%) (h) 107 200 ( 40%) (h) 6

OPEN PROGRAMMING

JC

CLARITY

300 SF

OCCUPANCY LOAD FACTOR

4886

FOR A SUBTOTALSHOWN CONCOURSE

TOTAL EGRESS CAPACITY 3945 OCC

876

A-3 (III) 1147 SF 15 77

B7

59

12,458 GSF

AREA

CONCOURSE A AND B EGRESS SUMMARY - LEVEL 1 (STAFF ONLY) (b)

(c)

A-2 (I) / S-2 1004 SF 15 ( 60%) (h) 41 200 ( 40%) (h) 3

B36

3058

A-2, M & S-2 ( RETAIL, F&B TOTAL)

M / S-2 1412 SF 60 ( 75%) (h) 20 300 ( 25%) (h) 2

TRAVEL DISTANCE: 142' - 4"

TRAVEL DISTANCE: 149' - 11"

B8

(c)

M / S-2 989 SF 60 ( 75%) (h) 13 300 ( 25%) (h) 1

B34

F-2 952 SF 300 3

FP

B6

57106 SF

STAIR-ST.B10 UNIT CAP 335 0.2" 320 0.3"

UP

STAIR

MOTHER'S RM

EXTERIOR

CONCOURSE A STAFF STAIRS NOT(a)

Parsons Brinckerhoff / HOK Design Joint Venture

S-1

OCCUPANCY GROUP

15' - 6"

350 A-2 (I) / S-2 1298 SF 15 ( 60%) (h) 52 200 ( 40%) (h) 3

4827

49%

CONCOURSE A PASSENGERS

15' - 6"

STAIR-ST.B12 EXIT WIDTH UNIT CAP 335 DOOR 67" 0.2" 320 STAIR 96" 0.3"

10' - 6"

HOLDROOM (G III)

B4

5' - 0"

PROVIDED EXITS:

Skanska / Walsh Design-Build Joint Venture

LIFE SAFETY TAG KEYS

CONCOURSE OCCUPANT LOAD CALCULATION - FLIGHT SCHEDULE WITH 2 HOUR FLIGHT DELAY (c ) D 3

NOTE: DUE TO ONE ADDITIONAL AIRCRAFT \ GATE IN CONCOURSE B A52-00-51-00 THE FLIGHT SCHEDULE WITH 2 HOUR FLIGHT DELAY PASSENGER POPULATION IS DISTRIBUTED CB LEVEL - FFTOTAL AS SHOWN IN THE CALCULATION: AS A PERCENTAGE OF2THE EL.POPULATION 24' - 6" 9938 TOTAL PASSENGER FROM FLIGHT SCHEDULE WITH 2 HOUR DELAY =

3,934 OCC

STAIR ST.B01 - 320 OCC. STRUCTURAL STAIR ST.B02 - 320 OCC. COLUMN BEYOND STAIR ST.B03 - 320 OCC. STAIR ST.B04 - 320 OCC. STAIR ST.B05 - 160 OCC. BELOW GRADE WATERPROOFING SYSTEM AT UNDERSIDE OF SLAB, STAIR ST.B06 - 320 OCC. GRADE BEAMS, PILE CAPS AND ALL STAIR ST.B07 - 160 OCC. VERTICAL FACES OF FOUNDATIONS, STAIR ST.B08 - 320 OCC. TYPICAL STAIR ST.B09 - 160 OCC. STAIR ST.B10 - 320 OCC. STAIR ST.B11 - 160 OCC. STAIR ST.B12 - 320 OCC. GRAVEL BASE STAIR ST.B13 - 320 OCC. STAIR ST.B14 - 320OCC. COMPACTED FILL

All reproduction & intellectual property rights reserved © 2015

* AIRCRAFT POPULATIONS BY TYPE WAS OBTAINED FROM STAGE 1 FINAL SUBMISSION PREPARED BY SKIDMORE, OWINGS AND MERRILL FOR PANYNJ, DATED APRIL 25, 2013.

10' - 6"

HOLDROOM (G III)

B2-11

ORIGINAL SIGNED BY CHIEF

(c) TRAVEL DISTANCE FOR ASSEMBLY SHALL APPLY FOR RETAIL SPACES THAT ARE LOCATED WITHIN THE TERMINAL AREAS. EW05A

VARIES

300

STAIR

B3

9968

RETAIL OPEN

OCCUPANCY A-3 ( III), A-3 ( IV), M, S-2 AND F-2 TOTAL OCCUPANT LOAD:

GRAND TOTAL - CONCOURSES A & B

TYP.

(b) TRAVEL DISTANCE APPLIES TO AREAS THAT ARE WITHIN THE SMOKE CONTROL ZONE. TRAVEL DISTANCE IS BASED ON BC SECTIONS 404.9 AND THE EXCEPTION IN SECTION 1028.7.

735 69 5124

CB LEVEL 3 - FF EL. 44' - 4"

EW02A

VARIES

350

STAIR-ST.B13 EXIT WIDTH UNIT CAP 335 DOOR 67" 0.2" 320 STAIR 96" 0.3"

LEVEL 2 - BEYOND AREA 1

STAIR-ST.B14 UNIT CAP 335 0.2" 320 0.3"

EXIT WIDTH DOOR 67" STAIR 96"

245

250

(a) TRAVEL DISTANCES APPLY TO AREAS THAT ARE NOT INCLUDED IN THE SMOKE CONTROL ZONE.

12' - 0"

B2

12' - 0"

STRUCTURAL COLUMN WITHIN ENCLOSURE

TRAVEL DISTANCE: 103' - 1"

2

300

F-2, S-2 SUBNOTES

TOTAL # OF PASSENGERS X 1.5C 4320

CONCOURSE B TOTAL

35' - 4"

HOLDROOM (G III)

TRAVEL DISTANCE: 93' - 2"

16

GROUP III GROUP IV STAFF (a)

300

M(c)

6' - 0"

BG

BF

B(a)

19' - 10"

BE

14' - 0"

BD

B1

# OF GATES

AIRCRAFT TYPE

of

12' - 0"

BC

BB

2

CONCOURSE B # OF PASSENGERS PER AIRCRAFT 180

19' - 10"

BA

6' - 0"

D

A81-00-33-00

4844

200

12' - 0"

4050

245

CONCOURSE A TOTAL

Sheet

150' PRIMARY, 250' SECONDARY

A(b)

35' - 4"

CB LEVEL 3 - FF 2 EL. 44' - 4"

STAFF (a)

A(a)

5' - 0"

15

GROUP IV

EXIT TRAVEL DISTANCES OCCUPANCY

TOTAL # OF PASSENGERS X 1.5C

Drawn by Checked by Date

40'

IN PROGRESS - 2016-01-22 NOT FOR CONSTRUCTION

CB LEVEL 2 - FF EL. 24' - 6"

EXTERIOR STAIRS NOT SHOWN FOR CLARITY

TYP. EW07

PR

15' - 6"

GROUP III

CONCOURSE A # OF PASSENGERS PER AIRCRAFT 180

GA PC

10' - 6"

STRUCTURAL COLUMN BEYOND

# OF GATES

AIRCRAFT TYPE

14' - 0"

12' - 0"

CONCOURSE OCCUPANT LOAD CALCULATION - NYC BUILDING CODE TABLE 1004.1.1 - PASSENGER TERMINAL = 1.5 x C

VARIES

Contract WORK ORDER No. 1 Number Drawing Number

D

2

A52-00-51-00

A15-02-10-6C CB LEVEL 1 - TOS PID #

EL. 9' - 0"

GRAVEL BASE EW04

COMPACTED FILL

D 4

5

CONCOURSE B - WALL SECTION (CONCOURSE A SIMILAR) 1/4" = 1'-0"

D 1

CONCOURSE B - ENLARGED (CONCOURSE A SIMILAR) 1/4" = 1'-0"

BA

BB

BC

BD

BE

BG

BF

Sheet

of

122' - 0" 21' - 6"

13'-3"

FFE

12' - 0"

13'-3"

9

A51-00-51-00

UP

EFSO B1-58 59 SF

15'-6"

2

FFE

A56-00-52-00 A57-00-21-00

S

2

A56-00-51-00

B38.5

15'-6"

DRY SPRINKLER ROOM B39 GREASE TRAP B1-77 B1-72 226 SF 153 SF

6" 13 '6"

UP

FFE

STAIR ST-B7 P

EXP JT

14'-0"

1

A41-00-41-00

STAIR ST-B5 32' - 0" 30' - 0"

4' - 0"

2

B19

ROADWAY WEARING SURFACE, SEE AIRSIDE CIVIL DRAWINGS

S

3

A57-00-23-00

B7 37

MAX

9

9

B7

MAX

STAIR ST-B03

FFE

B23

S

32' - 0"

FIRE SERVICE POE VESTIBULE B1-03 B1-02 221 SF 109 SF

B26

INTAKE LOUVER OVERHEAD FLOOD DOORS 10.23°

32' - 0"

B25

15'-6"

JC B1-72 66 SF

1

A57-00-23-00

E 2 A51-00-52 -00

B24

FFE

BS BS.7

GAS REGULATOR RM B4-81 34 SF

32' - 0"

B22

15'-6"

MECH/DOMESTIC WATER PUMP RM GAS METER B1-01 B1-04 190 SF 1778 SF

15'-6"

STAIR ST-B01

32' - 0"

10 BN BO

BP

FFE

EWC UP

32' - 0"

NEW TERMINAL B

12'-6"

AIRLINE OPS B1-05 1373 SF DRY FLOOD PROOF INTERIOR FACE OF WALLS AND FLOORS

32' - 0"

B21 B21.1

FFE

AIRLINE OPS B1-06 978 SF

CORRIDOR B1-74 821 SF

W TOILET - OPS B1-11 401 SF

32' - 0"

B20

AIRLINE OPS B1-92 467 SF

B1-20 203 SF

UP

32' - 0"

B18

M TOILET - OPS B1-10 404 SF

15'-6"

32' - 0"

37

MAX

9

B737

6

S

A57-00-23-00

594' - 10"

B17

9

A57-00-23-00

30' - 0"

BR

MAX

IT POE B1-14 Redundant Room FFE

4

34' - 0"

BQ

B737

S

ELEC CLOSET B1-19 228 SF

B31

Key Plan

AIRLINE OPS B1-09 Redundant Room

F.O. STOR B1-16 886 SF

T.O.S.6' - 6"

T.O.S. -4' - 0"

32' - 0"

STAIR ST-B02

UP

T.O.S -4' - 0" .

EJECTOR PIT

VEST B1-13 7484 SF

T.O.S 9' - 0"

B30

AIRLINE OPS B1-90 2001 SF B-PE03

UP

POWER OPERATED MATERIAL HOIST

32' - 0"

LINE OF BRIDGE ABOVE

DN

UP

B-ES01 ELEV LOBBY B1-15 EWC 1386 SF

EXTERIOR DRIVE WAY

METAL GRATE STAIR AND GUARDRAIL 3 HR FIRE RATED VAULT AT F.O ROOM W/ STRUCT PRECAST CONC ROOF/LID EJECTOR PIT / GREASE TRAP

Date

ENGINEERING DEPARTMENT

14'-6"

E

Title

4

SCHEMATIC DESIGN

A51-00-51-00 B737 MAX 9

1 S

AIRLINE OPS B1-39 4839 SF ELEC RISER

Rev. Package Title

112' - 6"

S

UP

MTE WORKSHOP B1-26 FOAM SP EQMT RM 8836 SF B1-18 93 SF ELEC CLOSET B1-29 155 SF EXP JT AT WALLS

B37 AIRLINE OPS B1-27 3831 SF B38

0"

B-SE01 B-PE01 B-PE02

3

A57-00-22-00

B29

STAIR ST-B04

B35

19 '-

STAIR ST-B09

T.O.S. -4' - 0"

FFE

B28

12' - 0"

MTE STOR B1-29 692 SF

1

A42-00-15-00

21' - 6"

1

A56-00-52-00

S

6"

UP

IT POE B1-32 76 SF

P

B27

STAIR ST-B06

UP

EXP JT

26' - 0"

S

13'-6"

B26

16' - 11"

FFE

Signed By

SCHEMATIC DESIGN

B25

B33

B36

12'-6"

No.

B24

119' - 0"

A42-00-16-00

UNASSIGNED B1-07 253 SF

FFE

E 3 A51-00-51 -00

14'-6"

B23

26' - 0"

ELEC CLOSET B1-30 384 SF

FFE

B22

STAIR ST-B08

B34

2704 SF

24 '-

T.O.S. 9' - 0"

1

B21.1

9' - 1"

10.23° 3' - 0"

P

AIRLINE OPS

MECH RM B1-34 1747 SF

CONC STOR B1-33 4128 SF

B21

0"

CORRIDOR B1-23 6228 SF

EXP JT AT WALLS

23' - 0 7/32 "

BV

1

21 '-

S

A56-00-51-00

B20 32.6 5°

22 '-

14'-9"

0"

32' - 0"

A57-00-22-00 FFE

B10

BM

0"

BT

21' - 6"

DELIVERY AND TRASH COLD TR STOR B1-40 B1-36 2400 SF 516 SF RECYCLE B1-35 450 SF TRASH STOR B1-38 1151 SF

0"

2

BL

0"

32 '-

19 '-

S

28 '-

T.O.S. -4' - 0"

DUMPSTERS TRASH COMPACTORS

MTE STOR B1-37 Redundant Room

Professional Seals

OVERHEAD DOORS

29 '-

32' - 0"

B9

Hellmuth, Obata & Kassabaum, P.C.

BK 0"

- 6"

EWC ELEC RISER

B8

20 '-

12' - 0"

JC B1-51 66 SF

BJ.5 0"

6' - 6" 5'

32' - 0" 32' - 0" 32' - 0" 358' - 2"

32' - 0"

B7

20 '-

EJECTOR PIT B1-41 193 SF

UNASSIGNED B1-21 232 SF

T.O.S.-4' - 0"

A5 2 1-0 0-5 1-0 0

BJ

B6

9

32' - 0"

E

10 "

X

A57-00-22-00

13'-0"

BH

27 '-

M TOILET - OPS B1-53 430 SF

1

S

B5

T.O.S. -4' - 0"

ELEC CLOSET B1-54 208 SF

POWER OPERATED MATERIAL HOIST

FFE

MA

UP

15'-6"

STAIR ST-B11

LINE OF PASSENGER BOARDING BRIDGE ABOVE, SEE AIRSIDE CIVIL DWGS

STAIR ST-B10

37

1

B4 UP

° 47.13

FFE

E

B767-400ER

B5

Parsons Brinckerhoff / HOK Design Joint Venture

A51-00-51-00

LINE OF BUILDING OVERHANG ABOVE

GREASE TRAP B1-56 225 SF

EJECTOR PIT / GREASE TRAP B1-55 343 SF

1

E

B3

SUSPENDED GALV STEEL METAL CATWALK, GUARDRAIL AND OSHA STAIR AT EACH LEVEL 1 ELECTRICAL CLOSET TO ACCESS ELEVATED ELECTRICAL PANELS AND CONTROLS

B4

A51-00-52-00

Skanska / Walsh Design-Build Joint Venture

STAIR ST-B12

ER 00 -4 67 B7

32' - 0"

AIRLINE OPS B1-62 26321 SF

UP

BT.3

All reproduction & intellectual property rights reserved © 2015

B2 UP

STAIR ST-B13

B3

BT.4

CHIEF

B767-400ER

B2

B6

ORIGINAL SIGNED BY

STAIR ST-B14

B7

FFE

NOTE: TOP OF SLAB (T.O.S.) IS ELEVATION 9'-0" UNO.

B1

IT POE B1-61 46 SF

R 0E -40 67 B7

41' - 0"

B1

MAX

14'-9"

FFE

5

E FFE

26' - 0"

B737

26' - 0"

X9 7 MA

21' - 6"

B73

12' - 0"

CONCOURSE B LEVEL 1 - COMPOSITE FLOOR PLAN

BU BU.4

This drawing subject to conditions in contract. All inventions, ideas, designs and methods herein are reserved to Port Authority and may not be used without its written consent.

All recipients of Contract documents, including bidders and those who do not bid and their prospective subcontractors and suppliers who may receive all or a part of the Contact documents or copies thereof, shall make every effort to ensure the secure and appropriate disposal of the contract documents to prevent further disclosure of the information contained in the documents. Secure and appropriate disposal includes methods of document destruction such as shredding or arrangements with refuse handlers that ensure that third persons will not have access to the documents' contents either before, during, or after disposal. Documents may also be returned for disposal purposes to the Contract Desk on the 3rd Floor, 3 Gateway Center, Newark NJ 07102 or the office of the Director of Procurement, Two Montgomery Street, 3rd Floor, Jersey City, NJ 07302.

It is a violation of law for any person to alter a document in any way, unless acting under the direction of a licensed professional engineer or registered architect. If this document bearing the seal of an engineer/architect is altered, the altering engineer/architect shall affix to the document their seal and the notation "altered by" followed by their signature and the date of such alteration, and a specific description of the alteration.

BV

EXPLOSION RESISTANT VAULT AT REG RM

Designed by

B27

P 1 B28

B29

B30

CONCOURSE B - LEVEL 1 - COMPOSITE FLOOR PLAN 1" = 20'-0" 0'

B31 B32

20'

40'

IN PROGRESS - 2016-01-22 NOT FOR CONSTRUCTION

PR

Drawn by

JJ

Checked by

PC

Date

Contract WORK ORDER No. 1 Number Drawing Number

A21-01-10-00 PID #

RS01 STAINLESS STEEL GUTTER OVERFLOW ROOF DRAIN BEYOND ROOF DRAIN

COLD FORMED FRAMING

MP01 STRUCTURAL STEEL DECK STRUCTURAL STEEL AND SPRAY ON FIREPROOFING

RIGID INSULATION AT DRAIN

STRUCTURAL SUPPORT CURTAIN WALL GRAVITY ANCHOR

STORM DRAIN FIREPROOFED STRUCTURAL STEEL BEAM BEYOND SUSPENDED CEILING ASSEMBLY. REFER TO TYPICAL CEILING DETAILS GL01A MULLION

STRUCTURAL COLUMN BEYOND

RS01 STAINLESS STEEL GUTTER OVERFLOW ROOF DRAIN BEYOND ROOF DRAIN

COLD FORMED FRAMING

MP01 STRUCTURAL STEEL DECK STRUCTURAL STEEL AND SPRAY ON FIREPROOFING

RIGID INSULATION AT DRAIN

STRUCTURAL SUPPORT CURTAIN WALL GRAVITY ANCHOR

B1

B2

41'-0"

B3

32'-0"

B4

32'-0"

B5

32'-0"

B6

32'-0"

B7

32'-0"

STORM DRAIN

B8

32'-0"

FIREPROOFED STRUCTURAL STEEL BEAM BEYOND

B9

32'-0"

B10

32'-0"

B12

B11

33'-6 7/8"

26'-2"

SUSPENDED CEILING ASSEMBLY. REFER TO TYPICAL CEILING DETAILS GL01A MULLION

STRUCTURAL COLUMN BEYOND

MECH RM

23'-3"

CB LEVEL 4 EL.73' - 9"

SIM, OH

7

AIRLINE OPS

AIRLINE OPS

AIRLINE OPS

CONCOURSE B BUILDING SECTION - BETWEEN COLUMNS B1 & B12 LOOKING EAST 1/16" = 1'-0"

AIRLINE OPS

FA PAN. RM.

AIRLINE OPS

CONC STOR

EL.44' - 4" CB LEVEL 2M W EL.35' - 4" CB LEVEL 2 EL.24' - 6"

15'-6"

3

A52-00-55-00

S 2

10'-10"

HOLDROOM (G III)

HOLDROOM (G III) D

CB LEVEL 3M W - 6"3 CBEL.50' LEVEL

6'-2"

?

9'-0"

AIRLINE CLUB

64'-9"

AIRLINE CLUB

CB - LEVEL 1 EL.9' - 0"

BQ

S

RS01

BR.1

1

A56-00-53-00

CL

VARIES

VARIES

EXTERIOR DELUGE FIRE PROTECTION WITH METAL SHROUD TO MATCH MP01

EW05A

VARIES

MOVING WALKWAYS

F.F. ELEVATION VARIES BETWEEN GRIDS B1' & B6' (SEE SECTION 1/A56-00-53-00)

T.O. SILL EL. 76' - 6"

VARIES

EW05A DRY PIPE SPRINKLER

EXTERIOR ENCLOSURE SYSTEM TYPE 7 EXTERIOR ENCLOSURE SYSTEM -4 SIDED STRUCTURALLY GLAZED COATED UNITIZED CURTAIN WALL SYSTEM IN PUNCHED WINDOW OPENING

12'-0"

EW07

ORIGINAL SIGNED BY CHIEF

All reproduction & intellectual property rights reserved © 2015

Skanska / Walsh Design-Build Joint Venture Parsons Brinckerhoff / HOK Design Joint Venture

LVR01 LOUVER TYPE 1 EL. 74' - 8" ALUMINUM WITH PVDF COATING RS01

L.P. F.F.

ROOFING SYSTEM TYPE 1 ALUMINUM STANDING EL.SEAM 73' - 9"

L.P. F.F. EL. 73' - 9"

DRY PIPE SPRINKLER

EW05A S 2

EXTERIOR ENCLOSURE SYSTEM TYPE 4 MASONRY CAVITY WALL CONSISTING OF CMU01 VENEER, AIR SPACE, INS04 (INS02 @ BASE) AB01 AND REINFORCED CMU BACKUP WALL

T.O. F.F. EL. 74' - 8"

EW05A

of

GL01A EXTERIOR GLAZING TYPE 1A 3/8 INCH LOW IRON HEAT STRENGTHENED GLASS WITH T.O. SILL VIRACON VNE 24-63 LOW E COATING AND CERAMIC SILK SCREEN FRIT ON SURFACE #2 / 1/2EL. 76'INCH - 6"90% ARGON FILLED AIR SPACE WITH STAINLESS STEEL SPACER / 1/2-INCH LOW IRON HEAT STRENGTHENED LAMINATED GLASS WITH 90 MIL PVB INTERLAYER. T.O. F.F.

EW05A

SUPPLY AIR BRANCH

EW04

VARIES

12'-0"

MOVING WALKWAYS

VARIES

SUPPLY AIR BRANCH

EXTERIOR ENCLOSURE SYSTEM TYPE 3 VERTICAL STEEL BACKUP PLATE SUPPORTED, 4 SIDED STRUCTURALLY GLAZED UNITIZED CURTAIN WALL WITH ALUMINUM MULLION BACKUP SUPPORT, GLAZING AND INTEGRAL ARCHITECTURAL LOUVERS LVR01

EW05A EXTERIOR ENCLOSURE SYSTEM TYPE 5 METAL PLATE PANEL TYPE MP01 WITH INSULATION TYPE INS01, AIR BARRIER TYPE AB01, EXTERIOR GYPSUM SHEATING OVER COLD FORMED METAL STUDS WITH ACOUSTICAL BATT INSULATION BETWEEN THE STUDS.

F.F. ELEVATION VARIES BETWEEN GRIDS B1' & B6' (SEE SECTION 1/A56-00-53-00)

LOW FIN TUBE ENCLOSURE

EW03

10' - 6"

LOW FIN TUBE ENCLOSURE

VARIES

VARIES

EW02A FLOOR MOUNTED AIR DIFFUSER

EW02A FLOOR MOUNTED AIR DIFFUSER

RETURN AIR DUCT

FINISHED CEILING

VARIES

BRIDGE STRUCTURAL MEMBERS W/METAL CLADDING

HVAC & PLUMBING

MEMBERS W/METAL CLADDING

HIGH FIN TUBE ENCLOSURE

RETURN AIR DUCT

Sheet

EW02A EXTERIOR ENCLOSURE SYSTEM TYPE 2A 4 SIDED STRUCTURALLY GLAZED COATED UNITIZED CURTAIN WALL WITH PAINTED CATEGORY 1 AESS STEEL PLATE BACKUP SUPPORT GLAZING TYPE AS INDICATED ON DRAWINGS.

12'-0"

FINISHED CEILING

EW02A HIGH FIN TUBE ENCLOSURE

PLUMBING, ELEC. & TELECOM CONDUITSBRIDGE STRUCTURAL EW02A

HVAC & PLUMBING

10' - 6"

EW05A

SYSTEMS AND MATERIALS LEGEND

BR.1

1

12'-0"

RS01 EXTERIOR DELUGE FIRE PROTECTION WITH METAL SHROUD TO MATCH MP01

S

A56-00-53-00

CL

VARIES

PLUMBING, ELEC. & BQ TELECOM CONDUITS

SUPPLY AIR DUCT

Hellmuth, Obata & Kassabaum, P.C.

SUPPLY AIR DUCT

Professional Seals

CONCOUSE B PEDESTRIAN BRIDGE - CROSS SECTION 1/4" = 1'-0"

Signed By

No.

Rev. Package Title

Date

SCHEMATIC DESIGN

B4'

B3'

B2'

B1' ENGINEERING DEPARTMENT

BXX' S

2

S

A56-00-53-00

1

B&W-06

NEW TERMINAL B

Key Plan

SECURE CIRCULATION

ROOF ACCESS CORRIDOR

Image: HOK 09

GLASS WALL FOR SMOKE CONTROL CB LEVEL 4 EL.73' - 9"

DIPLOYABLE DRAFT CURTAIN

29'-5"

NG WALKWAY

MOVING WALKWAY

64' - 9"

CB LEVEL 3 EL.44' - 4"

19'-10"

OPEN

UPS

CB LEVEL 2 EL.24' - 6" 15'-6"

FINISH GRADE AT TAXIWAY

Many of the sustainable design strategies enhance the passenger experience.

The team focused on creating an optimal building orientation, providing flexCONCOURSE B ibility for constant change, and using natural and locally sourced materials.

PEDESTRIAN BRIDGE BUILDING SECTIONS Strategic use of daylighting and clear lines of sight highlight important destinations, helping travelers intuitively move through the terminal while reducing the need for artificial lighting. A solar thermal system generates hot water for restrooms

Title

SCHEMATIC DESIGN

SECURE CIRC.

MTE STOR

CB - LEVEL 1 EL.9' - 0"

This drawing subject to conditions in contract. All inventions, ideas, designs and methods herein are reserved to Port Authority and may not be used without its written consent.

All recipients of Contract documents, including bidders and those who do not bid and their prospective subcontractors and suppliers who may receive all or a part of the Contact documents or copies thereof, shall make every effort to ensure the secure and appropriate disposal of the contract documents to prevent further disclosure of the information contained in the documents. Secure and appropriate disposal includes methods of document destruction such as shredding or arrangements with refuse handlers that ensure that third persons will not have access to the documents' contents either before, during, or after disposal. Documents may also be returned for disposal purposes to the Contract Desk on the 3rd Floor, 3 Gateway Center, Newark NJ 07102 or the office of the Director of Procurement, Two Montgomery Street, 3rd Floor, Jersey City, NJ 07302.

It is a violation of law for any person to alter a document in any way, unless acting under the direction of a licensed professional engineer or registered architect. If this document bearing the seal of an engineer/architect is altered, the altering engineer/architect shall affix to the document their seal and the notation "altered by" followed by their signature and the date of such alteration, and a specific description of the alteration.

Designed by

PR

Drawn by

JJ

Checked by

PC

Date

S 1

8

CONCOURSE B PEDESTRIAN BRIDGE SECTION - BETWEEN COLUMNS B1' & B9' LOOKING WEST 3/32" = 1'-0"

IN PROGRESS - 2016-01-22 NOT FOR CONSTRUCTION

Contract WORK ORDER No. 1 Number Drawing Number

A56-00-53-00 PID #

Professional work at Foster+Partners : Housing in Doha, Qatar 2. Qatar Airlines Staff Housing This super dense low rise development of housing and related supporting programs is

Firm: Foster + Partners My role: Architectural Designer Status: Idea

simultaneously both: an efficient masterplanning throughdimension-driven design as well as an exercise in smart environmental engineering in the context of Arabian desert climate. Rounded, funnel-like shapes of the housing blocks facilitate the so-called “vernoulli effect” which is essentially an acceleration of the windflow around the buildings due to the smoother shapes of the corners and absence of sharp edges. The “vernoulli effect” enhances the overall ventilation inside the spaces.

The layering and the vertical coordination of vertical chases and openings within the building mass of the blocks downs to parking creates a phenomenon of the“stack effect” which, similar to a chimney increases the air exchange through vertical connections thus facilitating the overall ventilation of the buildings.

N

Sustainablity designed to provide comfort and functionality for airline staff, this housing complex blends modern aesthetics with practical living spaces. The project features a series of sustainable and energy-efficient modules tailored to meet the needs of employees as they commute for their work shifts. Each unit emphasizes natural light, efficient spatial organization, and community-oriented amenities to foster a sense of home and convenience aligned with cultural aspects of housing in the Middle East.

0

100m

Ilya Chistiakov Master Architecture, Ilya Chistiakov AIA,ofLEED AP Harvard GSD

9

10

Qatar Airwa

Professional work at Foster + Partners : Qatar Airlines Staff Housing

Massing Study Model

Professional work at Foster+Partners : Housing in Doha, Qatar Qatar Airways Villlage

N

Al

Important Landmarks Co

rni

ch e

c

d

b Massing Study Model

e

a Strategies and Guiding Design Principles Existing Infrastructure Conditions

Albion Wharf, Battersea, London

Qatar Airways Village Appendix 1 Masterplan Preliminary Submission Stage 1

Ras Abu Abbo

11

Sa

l

R wa

oa

a The Souks b Emiri Diwan c Islamic Centre d Museum of Islamic Art e Doha Port f Doha International Airport g Toyota Buil;ding ud Street

d

G

ra

B-Ring

nd

Ha

m

ad

St

re

et

Ilya Master ofLEED Architecture, IlyaChistiakov Chistiakov AIA, AP Harvard GSD 8

110

8

Eiffel Tower, Paris

10

t

Image: HOK

3. The Crossing at Jamaica Station Firm: FX Collaborative My role: Architect Status: Built

The Crossing at Jamaica Station is a mixed-use, mixed-income development in downtown Jamaica, Queens in New York City. One of the first major construction projects following the neighborhood’s rezoning, the project occupies a central location at the corner of Archer Avenue and Sutphin Boulevard, across from the LIRR Jamaica Station. Proximity to major transportation routes connects residents to the greater urban environment, while ground-floor commercial retail and community facility spaces activate the surrounding context.

In my role as an architect on The Crossing at Jamaica Station, I was deeply engaged in the construction documentation and construction administration phases of the project particularly reviewing and updating the design documents in BIM for changes due to value engineering and scope revisions. I handled the re-issuance of the revised items to the construction team and coordinated with the general contractor and other stakeholders on the review and approval of shop drawings, submittals and change orders. Additionally, I took a leading role in the re-designing of the low-rise building facade and several key construction details particularly the exterior enclosure elements at the building side facing the tracks.

The first building in the development, a 600,000-square-foot, 28-story high-rise, contains 539 units and rises from a three-story retail and parking garage podium. The façade animates the urban streetscape with a vertical composition of light-colored, precast panels. The second, shorter building, a 170,000-square-foot, 14-story mid-rise, contains 130 units and will incorporate community facility space. Its façade is a horizontal composition of variegated brick and strip windows. Both buildings have a mix of studios to three-bedroom apartments. The project features private garden apartments at the setback above the podium, and tenant amenity spaces atop the podium and on the rooftops of both buildings.

Image: FXCollaborative

11

12

Image: FXCollaborative

13

042000.A

1' - 7"

074213.16.B2

074213.16.B1

2' - 7"

1' - 11 5/8"

3' - 3 5/8"

1' - 6"

BTM. BRICK SHELF +26' - 8"

1' - 4"

3RD FLOOR T.O.S. EL. [+28' - 0"] EL. (+73.00')

15 BRICK COURSES / 14 JOINTS

PROPERTY LINE

1

EQ

3"

074213.16.C2

085113.A2G

085113.A1G

F5 A-431.00

10' - 8"

EQ

N5 A-431.00

EQ

057000.B2

221423.C

1' - 4"

2ND FLOOR T.O.S. EL. [+11' - 9"] EL. (+56.75')

EQ

EQ

2 1/4"

EQ

EQ

084413.EY

1' - 10"

1' - 7"

EQ

1' - 6"

1' - 8"

084413.EY

8' - 3"

084113.K1G

A5 A-431.00

044200.G1 GROUND FLOOR T.O.S. EL. [-0' - 6"] EL. (+44.50')

14

Image: FXCollaborative

A1

A5

A9

A13

A-423.00

A-423.00

A-423.00

A-423.00 1

042000.A

3RD FLOOR T.O.S. EL. [+28' - 0"] EL. (+73.00')

042000.Q1 074213.16.B2 074213.16.C2 074213.16.B1

085113.A3G

085113.A1G

074213.16.B2

074213.16.C2

074213.16.B1 DEDUCT ALT. FOR H.M. DOORS AND HARDWARE

2ND FLOOR T.O.S. EL. [+11' - 9"] EL. (+56.75')

EXTERIOR SOFFIT

084413.AY

084113.K4G

084113.K1G

084113.K4G

084413.AY

084113.K1G

TOP OF SLAB

EL.+44.50' BOTTOM OF STONE BASE & T.O. GROUND FLR SLAB

044200.A1

044200.A2 074213.16.B1

GROUND FLOOR T.O.S. EL. [-0' - 6"] EL. (+44.50')

084113.K4G

084113.K4G

EL.+44.50' BOTTOM OF STONE BASE & T.O. GROUND FLR SLAB

A1 A-431.00

ENLARGED PARTIAL ELEVATION

L17

A13

A-402.00

ENTRY CANOPY BELOW

A-404.00

A1 100' - 3"

3' - 6" 2' - 6" 3' - 6" 2' - 6" 3' - 6" 2' - 6" 3' - 6" 2' - 6"

105 15

15

103

15

31' - 1 1/4"

10

A9

A11

203

A-225.00

2RS 10

10

1' - 1"

8' - 2" A1

OPEN TO BELOW

4A

10

4

10

10

30' - 10 1/8"

CHILDREN'S PLAYROOM

16C

A-581.00

10

10

29' - 5 3/4"

15

10

15

104

2RS

209

106

P4

FITNESS 208

A-404.00 25' - 1"

102

OPEN TO BELOW. STAIR C.

LAUNDRY

2' - 6"

25' - 11"

2RA

2RA

9' - 6"

2RA 4

2RS

4

SADDLE S9 SEE A-042

202

109

16C

16C

UP

TOP OF ELEV. LOBBY FFL 3 = +1/2" ABOVE CORRIDOR FFL

2RS

COMMUNITY FACILITY

A-402.00 A15

4S

111

16C

STAIR A

4

2RS

207

SADDLE S9 SEE A-042

10 8' - 0"

110 16C

FD

3

CORRIDOR 2RS

2RS

209 3

10

112

207

1

1

FD

2RS

2RS 10 2RS

STAIR B 202

201

206

TOILET

FD

UP 3

4S

1 16C

4RS

22' - 2 7/8"

16C

1

205

2RA

4' - 0"

STAIR F

3

223

+11' - 9"

F

10

7' - 1"

108

A1 A-621.00 1R

1R

0' - 8"

2RA

201 107

208 5' - 5 3/8"

4A 3' - 7 1/2"

2RS

PE8

UP

A-581.00 EN-005.00

101' - 9 3/4"

4A

PE7

203

221

16C A13 A8

PE6

10

4

1' - 4 1/2"

A-225.00

16C

7' - 2 7/8"

J6

2RS

OPEN TO BELOW

2RA

DN

223

2RA

TOILET

A17 A1 RD OD

A-581.00 EN-005.00

RD OD

RD OD

RD OD

DOOR AT 2ND FLOOR TERRACE ONLY

RD OD

DOOR AT 2ND FLOOR TERRACE ONLY

ROOF TYPE 1 A17 MECHANICAL PENTHOUSE AT 3RD FLOOR

EN-004.00

MECHANICAL PENTHOUSE AT 3RD FLOOR

A1

10' - 6"

MID-RISE PROJECT ORIGIN (0'-0", 0'-0")

15

20' - 0"

A-403.00

EXISTING RETAINING WALL

MID-RISE S-E CORNER PROPERTY (192'-0", 20'-0")

A14 A-403.00

100' - 0 3/4"

EN-004.00

A1 A-205.00

A-402.00

A1 A-206.00 A13 A-404.00

A1

L8

181' - 0"

A-502.00

6' - 6"

17' - 0"

7' - 0"

9' - 0"

10' - 0"

5' - 0"

8' - 0"

6' - 0"

7' - 0"

6' - 0"

7' - 0"

5' - 0"

6' - 0"

5' - 0"

7' - 0"

5' - 0"

5' - 0"

5' - 0"

7' - 0"

5' - 0"

5' - 6"

3' - 0" 3' - 0"

7' - 6"

5' - 0"

6' - 0"

6' - 0"

6' - 6"

OUTDOOR TERRACE

A1

257 SF

24' - 0"

A-404.00

ROOF TYPE 1

2

RD

CORRIDOR

1401

1405

1401

1403

TRASH ROOM

A11 A-225.00

TRASH CHUTE TO TRANSFER 15" EAST AT ROOF PENETRATION ABOVE.

1404

1402

60' - 0"

STAIR A

3' - 0"

1403

1406A

1406B

PE7 1404

ELEC. CLOSET

1405

UP

STAIR B UP

27' - 8 7/8"

1406 23' - 0"

98' - 5 5/8"

1402

LOUNGE

A-402.00 A15

M6

A14 A-403.00

A-642.00

3' - 6"

6' - 0"

9' - 0"

5' - 0"

100' - 0 3/4"

60' - 0"

4' - 9 1/8"

PE6 A11 A-641.00

34' - 0"

OD

7' - 0"

6' - 0"

7' - 0"

5' - 0"

7' - 0"

5' - 0"

6' - 0"

6' - 0"

8' - 0"

5' - 0"

8' - 8"

6' - 0"

9' - 4"

5' - 0"

7' - 0"

5' - 0"

8' - 0"

6' - 0"

5' - 0"

5' - 0"

8' - 0"

5' - 0"

8' - 0"

6' - 0"

3' - 6"

MID-RISE S-E CORNER PROPERTY (192'-0", 20'-0")

NO RTH

A1 A-403.00

TRU E

PROJECT NORTH

40' - 0 3/4"

38' - 5 5/8"

181' - 0"

2' - 0"

042000.B7

034000.A

1' - 4"

4TH FLOOR T.O.S. EL. [+37' - 4"] EL. (+82.33')

034000.B4 072726.A 079200.B

Q8 A-513.00

6' - 0"

14' - 4"

061500.A

3"

5' - 10 1/2"

057000.D

3"

MAINTAIN FLASHING MIN. 1" ABOVE OVERFLOW LINE

1' - 1 1/2"

3RD FLOOR T.O.S. EL. [+28' - 0"] EL. (+73.00')

16

042000.B7

2' - 0"

3' - 4 1/2"

079200.B

4. Broward Crossing Firm: ODA My role: Architect/Designer Status: Built Designed as an urban gateway to the heart of Downtown Fort Lauderdale, Broward Crossing is comprised of two 38-floor towers on top of a 10-floor podium, bringing together a vibrant mixed-use program of 956 units and 23,752 square feet of ground level commercial use.

As an architect and a core member of the design team on this project I was responsible for the deliverables within the Schematic Design phase, including the typical floor plans, individual unit layouts, exterior and interior views as well as the key construction details. I managed the documentation for the submission to the Architecture Board of Ft. Lauderdale for approval and tracked progress. I was also involved in the value engineering and coordination cycle with the respective consultants and stakeholders as well as in participated in client and city review meetings.

The unique bridged massing of the towers creates a focal point for visitors and residents and adds an iconic new element to the growing skyline. The site is located at an important junction between major transportation hubs, civic and cultural institutions, and commercial attractions. To the northeast are the transportation hubs of the Brightline station and the Broward Central Bus Terminal. To the northeast and southwest are the civic and cultural landmarks including the future Joint Governmental Campus, the Museum of Discovery and Science, the Broward Center for the Performing Arts, and Esplanade Park. To the east is the vibrant commercial street of Las Olas Boulevard.

17 Image: ODA

1 1

2 2

3 3

Elvira C Freire Santa

Elvira C Freire Santam

Image: ODA

5 5

6 6

300 West Broward Blvd Fort Lauderdale, Florida

300 W BROWARD

LOCATION MAP

S

S

250 PARK AVENUE SOUTH, THIRD FLOOR NEW YORK, NY 10003 646-478-7455

4 4

R

JECT # 1775.00

Stantec Architecture - LIC#: AA26000733 Elvira Freire-Santamaria, R.A. LIC#: 95213

OJECT # 1775.00

Digitally signed

by Elvira C Freire

Elvira C Freire Santamaria Santamaria

DRC APPLICATION SUBMITTAL: 11/11/21 REV. 1: 02/18/22 REV. 2: 05/27/22 REV. 3: 08/12/22

Image: ODA 1

B.3

LOCATION MAP 1" = 200'-0"

18PROJECT # 1775.00

2

B.3

CHARACTER AREAS 1" = 30'-0"

B.3

www.stantec.com

One Biscayne Tower Suite 1670 (305) 482-8700

Date: 2022.08.19 17:25:47-04'00'

Image: ODA NORTH EAST VIEW - BROWARD BLVD. & SW 3RD AVE.

UDP COMMENT 17

PROJECT DIAGR

HEIGHT 558' - 4"

UDP COMMENT 10a

1

B.7

SETBACKS

2

B.7

1/8" = 1'-0"

PEDESTRIAN GROUND 1/8" = 1'-0"

Digit

by E Freir Elvira C Freire Santamaria Sant Date 2022 17:2

UDP COMMENT 10a

DRC SUBMITTA REV. REV. REV.

3

B.7

PEDESTRIAN PODIUM DESIGN 1/8" = 1'-0"

PROJECT # 1775.00

19

4

B.7

PROGRAM

B.

1/8" = 1'-0"

UDP COMMENT 10.a

2 BD 1113 SF

T3

'13

3 BD 1365 SF

0"

COMMON SPACE STAIR C DN UP

EL6

EL8 ELEC.

EL5

EL7

2

2 BD 1083 SF

13 '-

5

4

4

3

3

2

2

1

1

0"

A

B

C

D

2

1

DRC APPLICATION SUBMITTAL: 11/11/21 REV. 1: 02/18/22 REV. 2: 05/27/22 REV. 3: 2 08/12/22

E.3

E.5

E.5

G

13

H

I

D.17

J

A

T3 2BD PH-24 / 1st 641 SF

T2 STAIR C DN UP

129' - 0"

E

2BD PH-25 / 1st 922 SF

2BD PH -14 / 1st 552 SF 2BD PH-15 / 1st 565 SF

PROPERTY LINE

2

1 E.2

TD

EL6

EL8

EL5

EL7

3BD PH-17 / 1st 865 SF

2BD PH-23 / 1st 663 SF

ELEC. UP DN

STAIR D

3BD PH-18 / 1st 1013 SF 2BD PH-19 / 1st 533 SF

1

E.3

E.5

G

13

2BD PH-22 / 1st 800 SF

7

6

6

2 E.6 2

EL3

5

4

4

3

3

4B PH-20 / 1st 1039 SF

2

2

1

1

10 PH-29 2nd 1020 SF

29' - 9"

T2

TA

9

PH-10 2nd 882 SF

TB MECH PUMP ROOM N 1310 SF

TB

I

27' - 6"

8

7 2 E.6

COOLING TOWERS (OPEN TO SKY) TOP OF COOLING TOWERS AT 554'-3"

3

TD

6

MECH PUMP ROOM S 2046 SF

TC

Date: 2022.08.19 17:30:34-04'00'

1 E.2

2BD PH-25 / 2nd 875 SF PH-14 2nd 827 SF

TD

T3 / 2nd PH-24 730 SF

PH-23 / 2nd 646 SF

T2

2BD PH-22 / 2nd 800 SF

COMMON SPACE STAIR DN

PH-15 / 2nd 822 SF

A

UDP COMMENT 14

EL8 ELEC.

EL5

EL7

5

4

PH-21 / 2nd 836 SF

UP DN

STAIR

3

3BD PH-18 / 2nd 820 SF

3B PH-17 / 2nd 816 SF

PH-19 / 2nd 728 SF

PH-20 / 2nd 1061 SF

2 1

T1

PROPERTY LINE

1

2

E.5

E.3

D.22

J

EL6

2BD PH-16 / 2nd 489 SF

E.5

H

VERTICAL PENET

26' - 9"

DN

STAIR

T1 PH-9 2nd 766 SF

E.6

27' - 6"

EL1

Digitally signed

by Elvira C Freire

Elvira C Freire Santamaria Santamaria

5

3B PH-21 / 1st 817 SF

10' SIDE SETBACK

300 West Broward Blvd Fort Lauderdale, Florida

300 W BROWARD

SERVICE

1

2BD PH-1 2nd 763 SF

DRC APPLICATION SUBMITTAL: 11/11/21 REV. 1: 02/18/22 REV. 2: 05/27/22 REV. 3: 208/12/22

2

E

EL4

ELEC.

TC 7

PH

PH-2 / 2nd 852 SF

TA

PROPERTY LINE

D

EL2

PH-8 2nd 632 SF

8

T1

C

STAIR DN

UP

9

30' REAR SETBACK

B

COMMON SPACE PH-3 / 2nd 1073 SF

VERTICAL PENET

E.2

TD

2BD PH 13 / 2BD 1116 SF

TC

Date: 2022.08.19 17:30:01-04'00'

30' REAR SETBACK

E.5

2 E.6

2BD PH-26 / 1st 1131 SF

2BD PH-16 / 1st 944 SF

30' REAR SETBACK

T1

2BD PH 12 / 2 BD 1115 SF

TB

Digitally signed

by Elvira C Freire

Elvira C Freire Santamaria Santamaria

18' - 10"

1 BD 769 SF

13 '-

1 BD 769 SF

1

142' - 2"

8

TC

BOH

27' - 6"

2 E.6

27' - 6"

1 BD 756 SF

UP DN

STAIR D

13' - 0"

2 BD 1032 SF

0"

6

5

3

2

PH 11 / 2B 1117 SF

27' - 6"

1 BD 660 SF

T2

1 BD 740 SF

7

6

27' - 6"

1 BD+D 1044 SF

TD

7

10

3 BD

11

2BD PH-7 2nd 841 SF

9 TB

2BD PH 27 / 2 BD 1116 SF

BALCONY

102' - 10"

4

1 E.2

TA

2BD PH 28 / 2 BD 1092 SF

TA

E.2

2 BD 1132 SF

PROPERTY LINE

5

3BD +PH-29 / 1st 843 SF

27' - 6"

TC

8

27' - 6"

2 E.6

TD

2 BD 1076 SF

PROPERTY LINE

2 E.2

TC

6

9

10

T2

2 BD

12

PH-4 / 2nd 800 SF

PH-6 / 2nd 967 SF

E.6

SERVICE

RESIDENTIAL LEVEL 48

46' - 5"

TB

2 E.6

34 64' - 4" LEVEL N AT ARATIO G SEP BUILDIN

7

ANGLED WALL

UP DN

STAIR B

2BD PH-9 / 1st 626 SF 2BD PH 10 / 1st 727 SF

2BD PH 8 / 1st 653 SF

E.6

1

E.5

J

27' - 6"

8

TA

EL3

T1

2BD PH 7 / 1st 820 SF

PH

E.3

35' - 9"

27' - 6"

8

EL1

STUDIO VERTICAL PENET

9 TB

EL4

1

1

27' - 6"

2 BD+D 1314 SF

BALCONY

10

EL2

2BD PH-1 / 1st 779 SF

ELEC.

11 COMMON SPACE

I

27' - 3"

18' - 10"

TA

11

H

PROPERTY LINE

PH-5 / 2nd 1065 SF

BOH

13 30' - 0"

13' - 0"

2 BD 1209 SF

UP

BALCONY

12

3BD PH-2 / 1st 855 SF

G

45' - 9"

1

PROPERTY LINE

9

10 T2

10' SIDE SETBACK

E

27' - 11"

T3

250 PARK AVENUE SOUTH, THIRD FLOOR NEW YORK, NY 10003 646-478-7455

UP

STAIR B

STUDIO 576 SF

4 BD PH-3 / 1st 1086 SF

D

29' - 1"

E.5

Stantec Architecture - LIC#: AA26000733 Elvira Freire-Santamaria, R.A. LIC#: 95213

EL3

T1

3 BD 1375 SF

E.6

3 BD

COMMON SPACE STAIR DN A

4BD PH-6 / 1st 932 SF

SERVICE

2 BD+D

C

30' - 2"

www.stantec.com

EL1

10

E.6

2 BD

B

2

One Biscayne Tower Suite 1670 (305) 482-8700

EL4

26' - 9"

EL2

COMMON SPACE 1

29' - 9"

1 BD+D 884 SF

1

1 BD 796 SF

BOH

27' - 6"

107' - 1"

COMMON SPACE STAIR A UP

11

A

26' - 9"

11

E.5

29' - 7" RESIDENTIAL LEVEL 47 FLOOR PLAN

J

29' - 9"

11

BALCONY

1 BD 839 SF

E.3

35' - 9"

12 3 BD+

2B+D PH-4 / 1st 798 SF

4BD PH-5 / 1st 1078 SF

1

PROPERTY LINE

One Biscayne Tower Suite 1670 (305) 482-8700

1 BD 817 SF

3 BD

12

2 BD 1101 SF

PROPERTY LINE

2 BD 1112 SF

I

27' - 3"

27' - 6"

12 2 BD+D

12

H

27' - 6"

10' SIDE SETBACK

13 30' - 0"

27' - 6"

2 BD

T3

G

45' - 9"

1

27' - 6"

1 BD+D

E.5

E

27' - 11"

27' - 6"

PROPERTY LINE

10' SIDE SETBACK

1 BD

D

29' - 1"

27' - 6"

E.5

C

30' - 2"

18' - 10"

E.3

B

2

PROPERTY LINE

A

15' SIDE SETBACK

29' - 7" RESIDENTIAL LEVEL 34 FLOOR PLAN

J

35' - 9"

13' - 0"

T3

E.5

1

10' SIDE SETBACK

15' SIDE SETBACK

I

27' - 3"

PROPERTY LINE

H 141' - 8"

300 West Broward Blvd Fort Lauderdale, Florida

13 30' - 0"

300 W BROWARD

G

45' - 9"

1

250 PARK AVENUE SOUTH, THIRD FLOOR NEW YORK, NY 10003 646-478-7455

E

27' - 11"

Stantec Architecture - LIC#: AA26000733 Elvira Freire-Santamaria, R.A. LIC#: 95213

D

29' - 1"

129' - 6"

www.stantec.com

C

30' - 2"

2

15' SIDE SETBACK

B

29' - 7"

10' SIDE SETBACK

A

B

C

D

E

G

13

H

I

J UDP COMMENT 14

UDP COMMENT 14

5' - 0"

3

30' REAR SETBACK

3' - 0"

FPL POLE, FINAL LOCATION TBD BY FPL FPL POLE, FINAL LOCATION TBD BY FPL 2 E.5

A

B

C

D

VEHICLE ENTRANCE

T1

PROPERTY LINE

3

304' - 0" 2

1

E.3

E.7

E

PEDESTRIAN ACCESS 1

1

13

H

1 30' REAR SETBACK

COMP.

D.3

A

J

B

COMP.

COMP.

UP DN

MECH. ROOM 850 SF

STUDIO 641 SF

2 BD 1094 SF

C

D

1 E.7

E

13

H

4

4

3

3

2

2

Digitally signed

by Elvira C Freire

1 E.10

Elvira C Freire Santamaria Santamaria

JUICE DRINKS

BBQ AREA 1 E.2

T3 TD

T2 STAIR C

1

J

D.7 A

UDP COMMENT 12.f, 14, 18 ENGINEERING COMMENT 6c, 9a, 9b, 9c, 10, 11 TRANSPORTATION COMMENT 6

1

D.14

B

6

54' - 3"

AMENITIES 4015 SF

1

26' - 9"

TD

TC

AMENITIES 2295 SF

UP

EL6

EL8 ELEC.

EL5

EL7

STAIR D

TB

AMENITIES 2190 SF

27' - 6"

7 2 E.6

POOL

T3

45' - 9"

27' - 6"

AMENITIES 2191 SF

TB

T2 E

T1

8

COMMON SPACE

2

VERTICAL PENET

29' - 9" BALCONY 2312 SF

POOL

27' - 6"

203' - 7"

TB COVERED OUTDOOR DECK

TC

5

AMENITY LEVEL 12 FLOOR PLAN 4

3

FURNISHED APT FURNISHED APT SUPERINTNDT APT 769 SF 769 SF 1081 SF DN

BALCONY

2 1

T1

PROPERTY LINE

E.5

PROJECT # 1775.00

TA

Date: 2022.08.19 17:28:54-04'00'

E.10

SERVICE

9

DRC APPLICATION SUBMITTAL: 11/11/21 REV. 1: 02/18/22 REV. 2: 05/27/22 REV. 3: 208/12/22

I

10' SIDE SETBACK

300 West Broward Blvd Fort Lauderdale, Florida 250 PARK AVENUE SOUTH, THIRD FLOOR NEW YORK, NY 10003 646-478-7455

187' - 0"

T2

27' - 6"

5

OUTDOOR DECK

27' - 6"

5

COVERED OUTDOOR

10

STAIR B

PROPERTY LINE

6

Stantec Architecture - LIC#: AA26000733 Elvira Freire-Santamaria, R.A. LIC#: 95213

6

1

ENGINEERING COMMENT 9a, 9b, 9c, 10, 11

20

2

E.5

G

UP

EL3

E.6

TC

2 E.6

PROPERTY LINE

2

DN DN

JUICE DRINKS

7

T1

E.3

COMMON SPACE

1

EL4 ELEC.

EL2

BOH

11

TA

DN

18' - 10"

COMP.

UDP COMMENT 11.h, 12.f, 14, 18

PROJECT # 1775.00

26' - 9" 29' - 9"

1 BD+D 924 SF

DN UP

24' - 1"

2 BD

27' - 6"

COMP.

COMP.

1 BD AMENITIES

18' - 10"

COMP.

COMP.

27' - 6" 27' - 6"

2' - 1"

STUDIO 586 SF HC

2

102' - 8"

COMP.

COMP.

VERTICAL PENET

30' REAR SETBACK

DRC APPLICATION SUBMITTAL: 11/11/21 REV. 1: 02/18/22 REV. 2: 05/27/22 REV. 3: 2 08/12/22

3

300 W BROWARD

10' SIDE SETBACK

1

102' - 11"

COMP.

STUDIO

E.2

E.2

AMENITY LEVEL 11

J

12

T1

E.8

1 E.5

35' - 9"

COMMON SPACE

EL1

PROPERTY LINE

1' - 6"

T2

COMP.

8

7

STUDIO 584 SF

4' - 5" COMP.

2 E.6

TD

T3

COMP.

8

1

I

BALCONY

STAIR A

1

2 BD 1104 SF

162' - 2" RAMP LENGTH

8' - 8"

8' - 8" 3 PS @ 8'-8" EA.

26' - 0"

E.11

292' - 0"

TC

1

9

27' - 6"

TB

9

27' - 3"

AMENITIES 9166 SF

SERVICE

27' - 6"

104' - 0"

DN UP

H

E.9

PARKING

27' - 6"

26' - 0"

8' - 8"

26' - 0"

26' - 0"

3 PS @ 8'-8" EA.

3 PS @ 8'-8" EA.

26' - 0"

26' - 0"

PARKING RAMP UP TO LVL 5 (5%)

3 PS @ 8'-8" EA.

3 PS @ 8'-8" EA.

42' - 0"

3 BD 1527 SF

COMP.

10

13 30' - 0"

PROPERTY LINE

Mechanical 10

2

G

45' - 9"

E.3

27' - 6"

8' - 1"

250 PARK AVENUE SOUTH, THIRD FLOOR NEW YORK, NY 10003 646-478-7455

TA

24' - 0"

COMP.

E.5

I

4 PS @ 8'-8" EA.

MECHANICAL

E

27' - 11"

13' - 0"

2 E.10

E.5

G

2 PS @ 8'-8" EA.

17' - 4" 26' - 0"

PROPERTY LINE

2

16' - 9"

30' - 0"

30' FPL EASTMENT

3

4 PS @ 8'-8" EA.

11 COMMON SPACE

E.11

D

29' - 1"

T3

One Biscayne Tower Suite 1670 (305) 482-8700

VISIBILITY TRIANGLE

2

6.67 %

26' - 0"

FPL VAULT 1125 SF

UP

E.10

27' - 6"

25' - 4"

COMP.

3 PS @ 8'-8" EA.

3

PARKING RAMP DN TO LVL 3 (5%) 26' - 0"

3

SL OO O R UP PES

+ 6.0 NAVD

FL

UP

STAIR D

27' - 6"

SW 3rd Ave

RETAIL 3412 SF

BOH

28' - 6"

TRASH COMPACTOR TYPE I. 12' X 30'

TYPE II. 12' X 45'

30' - 0"

EL7

COMMON SPACE

DN

2

EL8

EL5

TD

MP

FPL VAULT 1297 SF

EL6

COMP.

18' - 10"

STAIR C

2 E.8

E.6

RA

LOADING 1482 SF

+ 6.0 NAVD

PACKAGE ROOM 507 SF

+ 6.0 NAVD

58' - 4"

13' - 0"

+ 6.0 NAVD

UP

RETAIL 2665 SF

PROPERTY LINE

30' - 10"

LIGHT POLE

5" 12' -

T3

LOBBY 1670 SF

T2 MAIL ROOM 496 SF

TRASH ROOM 487 SF

PROPERTY LINE

TD

TC

Date: 2022.08.19 17:28:26-04'00'

26' - 0"

4

Elvira C Freire Santamaria Santamaria

26' - 0"

4

Digitally signed

by Elvira C Freire

1 E.10

3 PS @ 8'-8" EA.

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+ 6.0 NAVD

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One Biscayne Tower Suite 1670 (305) 482-8700

TRASH COMPACTOR

2 E.6

3 PS @ 8'-8" EA.

VISIBILITY TRIANGLE

DRIVE LANE

15' - 0"

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1 BD 815 SF

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FPL POLE, FINAL LOCATION TBD BY FPL

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27' - 6"

LOADING 1658 SF

9

122 PARKING SPACES 8'-0" CLR HT TYP.

Stantec Architecture - LIC#: AA26000733 138' - 8" Elvira Freire-Santamaria, R.A. LIC#: 95213

E.11

50' - 0"

TYPE II. 12' X 45'

TYPE I. 12' X 30'

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www.stantec.com

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+ 6.0 NAVD

STUDIO 513 SF

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PACKAGE ROOM 1142 SF

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1 BD

PROPERTY LINE

SW 4th Ave

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www.stantec.com

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E

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3 PS @ 8'-8" EA.

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300 West Broward Blvd Fort Lauderdale, Florida

B

29' - 7"

300 W BROWARD

A

PROJECT # 1775.00

15' SIDE SETBACK

PROJECT # 1775.00

C

D

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1

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E.7

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13

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UDP COMMENT 14

LEVEL 09 98' - 8"

300 West Broward Blvd Fort Lauderdale, Florida

LEVEL 09 98' - 8"

300 W BROWARD

ENLARGED GARAGE SCREEN ELEVATION AND DETAILS PERFORATED METAL PANEL BACKUP STEEL POST

SUPPORTING STEEL BRACKET 40% OPEN AREA

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WALL SCREEN ATTACHMENT DETAIIL SCALE: 6" = 1'-0"

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1 A-502

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Sim

Digitally signed

by Elvira C Freire Elvira C Freire Santamaria Santamaria Date: 2022.08.19 17:32:12-04'00'

31' - 4"

6 E.12

Stantec Architecture - LIC#: AA26000733 Elvira Freire-Santamaria, R.A. LIC#: 95213

BRACKET AT TOP AND BOTTOM

LEVEL 07 77' - 4"

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PROJECT # 1775.00

21

LEVEL 06 66' - 8"

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WALL SECTION THROUGH WALL SCREEN SCALE: 1 1/2" = 1'-0"

WALL SCREEN ENLARGED PLAN DETAIL SCALE: 6" = 1'-0"

One Biscayne Tower Suite 1670 (305) 482-8700

EXT

LEVEL 07 77' - 4"

www.stantec.com

1

E.12

250 PARK AVENUE SOUTH, THIRD FLOOR NEW YORK, NY 10003 646-478-7455

" '-1 ø0

DRC APPLICATION SUBMITTAL: 11/11/21 REV. 1: 02/18/22 REV. 2: 05/27/22 REV. 3: 08/12/22

E.12 UDP COMMENT 11I, 11m, 12d, 12e

300 Fort

300 UP LIGHT SILVER GRAY METAL GUARDRAIL 15' - 0"

SOFFIT FRONT CHAMPAGNE BRONZE METAL PANEL

SW 4TH AVE

METAL LOUVERS

LEVEL 01 0' - 0" PROPOSED POWER POLE REFER TO CIVIL PLANS FOR LOCATIONS

ENLARGED ELEVATION - NORTH SCALE: 1/16" = 1'-0"

LIGHT SILVER GRAY METAL GUARDRAIL

10' - 0"

SETBACK PERFORATED METAL PANEL

Digitally signed

by Elvira C Freire

LEVEL 11 126' - 4"

PROPERTY LINE

SOLID GUARDRAIL WITH CHAMPAGNE BRONZE METAL FINISH

15' - 0"

PROPERTY LINE

STOREFRONT

SETBACK

2

E.7

SMOOTH STUCCO

Elvira C Freire Santamaria Santamaria

LIGHT SILVER GRAY METAL GUARDRAIL

Date: 2022.08.19 17:31:35-04'00'

LEVEL 10 109' - 4"

LEVEL 09 98' - 8"

PANEL - DARK GRAY SMOOTH STUCCO FINISH

SOFFIT FRONT CHAMPAGNE BRONZE METAL PANEL

LEVEL 08 88' - 0"

BALCONY SEPARATION WALL

LEVEL 07 77' - 4"

LEVEL 06 66' - 8" LOUVERS - TO MATCH DARK GRAY STUCCO COLOR

One Biscayne Tower Suite 1670 (305) 482-8700

8' - 5"

SOFFIT CHAMPAGNE BRONZE STUCCO FINISH

RENDERED VIEWS

LEVEL 05 56' - 0"

LEVEL 04 45' - 4"

LEVEL 03 34' - 8" LEVEL 02 STAIR LEVEL 25' - 9"02 24' - 0"

01 MEZZ 12' - 0"

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SW 4TH AVE

PROPOSED POWER POLE REFER TO CIVIL PLANS FOR LOCATIONS

1

E.7

SW 3TH AVE METAL LOUVERS

SMOOTH STUCCO

COILING DOOR TO LOADING DOCK

DRC APPLICATION SUBMITTAL: 11/11/21 REV. 1: 02/18/22 REV. 2: 05/27/22 REV. 3: 08/12/22

LEVEL 01 0' - 0"

ENLARGED ELEVATION - SOUTH SCALE: 1/16" = 1'-0"

Stantec Architecture - LIC#: AA26000733 Elvira Freire-Santamaria, R.A. LIC#: 95213

PROPERTY LINE

SW 3TH AVE

SETBACK

STOREFRONT

E.7

300 West Broward Blvd Fort Lauderdale, Florida

EY PLAN

LEVEL 03 34' - 8" LEVEL 02 STAIR LEVEL 25' - 02 9" 24' - 0"

300 W BROWARD

E.7

www.stantec.com

1

SETBACK

10' - 0"

250 PARK AVENUE SOUTH, THIRD FLOOR NEW YORK, NY 10003 646-478-7455

UP

PROPERTY LINE

UP

ENGINEERING COMMENT 12.a & 12.b

Stantec Architecture - LIC#: AA26000733 Elvira Freire-Santamaria, R.A. LIC#: 95213

250 PARK AVENUE SOUTH, THIRD FLOOR NEW YORK, NY 10003 646-478-7455

UDP COMMENT 11I, 12c, 12e, 14, 16 ENGINEERING COMMENT 12a, 12b

1775.00

Digitally signed

by Elvira C Freire

Elvira C Freire Santamaria Santamaria

PLAZA SOUTH WEST SIDE VIEW

22

UDP COMMENT 17

DRC APPLICATION SUBMITTAL: 11/11/21 REV. 1: 02/18/22 REV. 2: 05/27/22

www.stantec.com

One Biscayne Tower Suite 1670 (305) 482-8700

Date: 2022.08.19 17:27:35-04'00'

5. MAZD Firm: ODA My role: Architect Status: Idea The MAZD project, is a master plan for a 23-acre site located on the outskirts of Moscow, within the industrial Magistralnaya Ulitsa territory. This mixeduse development aims to transform the area into an innovative neighborhood that integrates residential, commercial, and public spaces.

As a key member of the design team working on the Schematic Design submission, I was responsible for the delivery of the design and technical documentation package that included overall floor plans, circulation diagrams, renderings as well as typical construction details. My main toolset included Revit and Rhino.

The vision for the MAZD Territory includes a modular design featuring a mix of villa residences with quiet patios and condominium towers with retail, dining, and office spaces. The project is defined by a prominent roofline that mimics the topography of a hill, and a series of towers extending the undulating silhouette of the complex. This creates an iconic skyline marker and organizes both open and enclosed spaces, promoting a walkable, self-sustained environment where living, working, and leisure activities seamlessly blend together​​.

23

Image: ODA

The proposed development prioritizes green spaces and pedestrian pathways, enhancing the urban fabric and setting guidelines for future expansions. This approach reflects the growing demand among Moscow’s residents, especially millennials, for neighborhoods that offer a balanced and interconnected lifestyle​

250 PARK AVENUE SOUTH, THIRD FLOOR NEW YORK, NY 10003 646-478-7455

REV

SIT E

1

DATE ISSUE 11/19/2021 SD

OWNER GLAVSTROY JSC Prechistenskaya Embankment, 45/1 bld 1 Moscow , Russia, 119019 +7 (495) 788-02-00

CONSULTANTS ARCHITECT OF RECORD KAMEN ARCHITECTS Syromyatnicheskaya st. 10/2 Moscow, Russia, 105120 +7 (495) 775 28 29

tsa

SIT

E3

B

C

SITE 2-3(E ) SITE 2-3(F )

Uli

SITE 2-3(D ) SITE 2-3(E )

agis tra l'na ya

SITE 2-3(B ) SITE 2-3(C )

A 1-Y aM

SITE 2-3(C ) SITE 2-3(D )

E4

SITE 2-3(A ) SITE 2-3(B )

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D E Svenig orodsk oye

Shoss

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SITE 2

F MAZD PJSC LOCATION PLAN 1st Magistralnaya Street, estates 2 & 8 Moscow, Russia,, 123290

N

24 1

A-051

KEY PLAN

SCALE: 1 : 500

PROJECT NO.

1707.00

SCALE:

1 : 500

9,50 m

5,50 m

WAVE POOL

BASKETBALL COURT A

4,50 m

01 0,00

-01 -5,00

2

A-260

TRANSVERSAL SECTION 1 - SITE 1 SCALE: 1 : 200

SITE 1 - B1 (15) 60,00

SITE 1 - B1 (14) 56,00 SITE 1 (TECH B1) 54,00

SITE 1 (13) 50,00 250 PARK AVENUE SOUTH, THIRD FLOOR NEW YORK, NY 10003 646-478-7455

SITE 1 (12) 46,00

REV

SITE 1 (11) 42,00 SITE 1 - B2/3 (10) 40,00

OFFICE

OFFICE

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OFFICE

DATE ISSUE 11/19/2021 SD

SITE 1 (10) 38,00

OFFICE SITE 1 (09) 34,00

OFFICE

AUDITORIUM

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OFFICE

SITE 1 (07) 26,00

MAZD PJSC

SITE 1 (06) 22,00

CONFERENCE CENTER

LOCATION PLAN

PRE-FUNCTION

1st Magistralnaya Street, estates 2 & 8 Moscow, Russia,, 123290

SITE 1 (05) 18,00

OWNER GLAVSTROY JSC Prechistenskaya Embankment, 45/1 bld 1 Moscow , Russia, 119019 +7 (495) 788-02-00

CONSULTANTS

OFFICE

SITE 1 (03) 10,00

OFFICE 3,50 m

YOGA

ARCHITECT OF RECORD KAMEN ARCHITECTS Syromyatnicheskaya st. 10/2 Moscow, Russia, 105120 +7 (495) 775 28 29

CONFERENCE CENTER

STUDIO

5,42 m

SITE 1 (02) 6,00

PROJECT NO.

OFFICE

OFFICE

01 0,00

11/22/2021 12:54:44 AM

N

6,50 m

CREATIVE OFFICES / ART STUDIOS

7,35 m

SITE 1 (04) 14,00

PRE-FUNCTION

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A-260

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ARCHITECT OF RECORD KAMEN ARCHITECTS Syromyatnicheskaya st. 10/2 Moscow, Russia, 105120 +7 (495) 775 28 29

S

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EVENT SPACE

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PROJECT NO.

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1st Magistralnaya Street, estates 2 & 8 Moscow, Russia,, 123290

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GLAVSTROY JSC Prechistenskaya Embankment, 45/1 bld 1 Moscow , Russia, 119019 +7 (495) 788-02-00

1BR

EVENT SPACE

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DATE ISSUE 11/19/2021 SD

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250 PARK AVENUE SOUTH, THIRD FLOOR NEW YORK, NY 10003 646-478-7455

1BR

-01 -5,00

1707.00

BUILDING SECTIONS SITE 1 - A

EVENT SPACE

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LEGEND MAZD PJSC

11/21/2021 11:12:59 PM

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- RESIDENTIAL

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- OFFICE / MEDICAL - OFFICE / CULTURE - OFFICE

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PROJECT NO.

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SCALE:

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- CIRCULATION

LOCATION PLAN 1st Magistralnaya Street, estates 2 & 8 Moscow, Russia,, 123290

1707.00

5TH FLOOR - OVERALL

As indicated

5TH FLOOR - OVERALL

A-105 PAGE:

OF:

The schematic design submission focused on defining the overall vision and layout of the mixed-use development. One of the challenges my team faced was adapting the design to the local building codes and construction requirements as well as coordinating with the local architecture team.

I was deeply involved in the coordination with the local architects, participating in project meetings and leading the information exchange process.

Image: ODA

250 PARK AVENUE SOUTH, THIRD FLOOR NEW YORK, NY 10003 646-478-7455

REV

DATE

ISSUE

SERVICE 99 m²

CREATIVE OFFICES / ART STUDIOS 520 m²

LOUNGE

CREATIVE OFFICES / ART STUDIOS 553 m²

299 m²

OWNER GLAVSTROY JSC Prechistenskaya Embankment, 45/1 bld 1 Moscow , Russia, 119019 +7 (495) 788-02-00

EDUCATIONAL CENTER

CONSULTANTS

573 m²

ARCHITECT OF RECORD KAMEN ARCHITECTS Syromyatnicheskaya st. 10/2 Moscow, Russia, 105120 +7 (495) 775 28 29

CO-WORKING LOUNGE 232 m²

KITCHEN 103 m²

SPORTS TERRACE

ACCESSORY 263 m²

GALLERY CAFE 344 m²

GALLERY

GROUP 3

914 m²

265 m²

MASSING LEGEND - RESIDENTIAL - RESIDENTIAL LOFT S+

77 m²

29 m²

AD EN OM PR RE TU ULP SC

2BR+

1BR 34 m²

- RETAIL

MAZD PJSC AMENITY 169 m²

1BR 34 m²

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25 m²

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25 m²

LOCATION PLAN

2BR 57 m²

1st Magistralnaya Street, estates 2 & 8 Moscow, Russia,, 123290

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E

AMENITY

- OFFICE / MEDICAL

S+

119 m²

31 m²

- SPORTS

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25 m²

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- AMENITY - RETAIL FOOD - RETAIL NON-FOOD

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SITE 1 (03)

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PROJECT NO.

1707.00

SCALE:

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- OFFICE / CULTURE - SPORTS - EDUCATION CENTER - KINDERGARTEN

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RIGID INSULATION STRUCTURAL TUBE

OWNER GLAVSTROY JSC Prechistenskaya Embankment, 45/1 bld 1 Moscow , Russia, 119019 +7 (495) 788-02-00 INSULATED GLASS UNIT

5

SITE 1 (09) 34,00

A-410

CONSULTANTS

SECTION DETAIL DIAGONAL BRACE AT HEADER SCALE: 1 : 10

METAL PANEL SLAB CAP

SITE 1 (07) 26,00

SITE 1 (10) 38,00 0,50 m

CONTINOUS INSULATION

ARCHITECT OF RECORD KAMEN ARCHITECTS Syromyatnicheskaya st. 10/2 Moscow, Russia, 105120 +7 (495) 775 28 29

CONCRETE SLAB

INSULATED GLAZING UNIT METAL ENCLOSURE CORTEN STEEL PANELS

METAL ENCLOSURE

STRUCTURAL TUBE

RIGID INSULATION

METAL PANEL

5 A-410

RIGID INSULATION

SITE 1 (06) 22,00

STRUCTURAL TUBE

CORTEN STEEL PANELS INSULATED GLASS UNIT

5

SITE 1 (09) 34,00

A-410

SECTION DETAIL DIAGONAL BRACE AT HEADER SCALE: 1 : 10

METAL PANEL SLAB CAP BLUE STONE CLADDING

0,50 m

CONTINOUS INSULATION

INSULATED GLAZING UNIT

7

A-410

DETAIL SECTION - TYP. SLAB CAP

4

SCALE: 1 : 10

A-410

METAL ENCLOSURE

SECTION DETAIL - TRUSS INTERMEDIATE MULLION

SITE 1 (06) 22,00

SCALE: 1 : 10

RIGID INSULATION

STRUCTURAL TUBE

SITE 1 (06) 22,00

SITE 1 (09) 34,00 4 A-410

7 A-410

DETAIL SECTION - TYP. SLAB CAP

7

A-410

SECTION DETAIL - TRUSS INTERMEDIATE MULLION

4

SCALE: 1 : 10

A-410

SCALE: 1 : 10

0 54,0 1)

E1 SIT

B CH (TE

4,00 m

7 A-410

E1

E1

SIT

(TE

B CH

0 54,0 1)

4,00 m

SIT

,00 ) 50 (13

COPPER CLADDING AT MEGA TRUSS & EVENT SPACES ( OPTION 1 )

METAL PANEL CLADDING AT OFFICE & CULTURE FACADE

SIT

SIT

E1

,00 ) 46 (12

6

BLUE STONE CLADDING AT RING

AXONOMETRIC WINDOW WALL VIEW SCALE:

CORTEN CLADDING AT MEGA TRUSS & EVENT SPACES 3 AXONOMETRIC TRUSS VIEW ( OPTION 2 ) A-410

2

SCALE:

A-410

6

A-410

M

27

,00 ) 50 (13

SITE 1 (05) 18,00

SITE 1 (08) 30,00

SIT

A-410

E1

TYPICAL WINDOW WALL SECTION SCALE: 1 : 20

AXONOMETRIC WINDOW WALL VIEW SCALE:

E

MAZD PJSC LOCATION PLAN 1st Magistralnaya Street, estates 2 & 8 Moscow, Russia,, 123290

N

PROJECT NO.

As indicated

0 6,0 2) 4 1 (1

1

A-410

WINDOW WALL SECTION AT TRUSS SCALE: 1 : 20

3

A-410

AXONOMETRIC TRUSS VIEW SCALE:

1707.00

SCALE:

2

TYPICAL WINDOW WALL SECTION

A-410 SCALE: 1 : 20 EXTERIOR ENCLOSURE SITE 1

7

A-410

250 PARK AVENUE SOUTH, THIRD FLOOR NEW YORK, NY 10003 646-478-7455

DETAIL SECTION - TYP. SLAB CAP SCALE: 1 : 10

REV

SECTION DETAIL - TRUSS INTERMEDIATE MULLION

4

A-410

SCALE: 1 : 10

DATE ISSUE 11/19/2021 SD

SITE 1 (09 7 A-410

CONCRETE SLAB

METAL ENCLOSURE RIGID INSULATION

SIT

E1

(TE

B CH

0 54,0 1)

STRUCTURAL TUBE

INSULATED GLASS UNIT

5

SITE 1 (09) 34,00

A-410

4,00 m

OWNER GLAVSTROY JSC Prechistenskaya Embankment, 45/1 bld 1 Moscow , Russia, 119019 +7 (495) 788-02-00

COPPER CLADDING AT MEGA TRUSS & EVENT SPACES ( OPTION 1 ) SECTION DETAIL DIAGONAL BRACE AT HEADER

METAL PANEL CLADDING AT OFFICE & CULTURE FACADE

0 0,0 CONSULTANTS 3) 5 1 (1

SCALE: 1 : 10

METAL PANEL SLAB CAP

SITE 1 (07) 26,00

SITE 1 (10) 38,00 0,50 m

CONTINOUS INSULATION

E ARCHITECT SIT OF RECORD KAMEN ARCHITECTS Syromyatnicheskaya st. 10/2 Moscow, Russia, 105120 +7 (495) 775 28 29

INSULATED GLAZING UNIT 5 A-410

METAL ENCLOSURE

SITE 1 (06) 22,00

SIT

RIGID INSULATION

E1

,00 ) 46 (12

SITE 1 (08

STRUCTURAL TUBE

BLUE STONE CLADDING AT RING

CORTEN CLADDING AT MEGA TRUSS & EVENT SPACES ( OPTION 2 ) 6

A-410

7

SCALE: 1 : 10

AXONOMETRIC WINDOW WALL VIEW

3

SCALE:

A-410

AXONOMETRIC TRUSS VIEW

2

SCALE:

A-410

SECTION DETAIL - TRUSS INTERMEDIATE MULLION

4

A-410

SCALE: 1 : 10

11/22/2021 7:26:11 AM

A-410

DETAIL SECTION - TYP. SLAB CAP

SITE 1 (06) 22,00

SITE 1 (09) 34,00 4 A-410

7 A-410

ROOF 70,00

E1 SIT

(TE

B CH

1)

0 54,0

SITE 1 - B1 (16) 64,00

SITE 1 - B1 (15) 60,00

4,00 m

SITE 1 - B1 (14) 56,00 SITE 1 (TECH B1) 54,00

& EVENT SPACES SIT

E1

,00 ) 50 (13

SITE 1 (13) 50,00

SITE 1 (12) 46,00

SITE 1 (11) 42,00

SITE 1 (10) 38,00

SIT

,00 ) 46 (12 E1

SITE 1 (05) 18,00

SITE 1 (08) 30,00

MAZD PJSC

SITE 1 (09) 34,00

LOCATION PLAN 1st Magistralnaya Street, estates 2 & 8 Moscow, Russia,, 123290

N

SITE 1 (08) 30,00

SITE 1 (07) 26,00

SITE 1 (06) 22,00

S & EVENT SPACES

SITE 1 (05) 18,00

6

A-410

AXONOMETRIC WINDOW WALL VIEW SCALE:

3

A-410

AXONOMETRIC TRUSS VIEW SCALE:

2

A-410

TYPICAL WINDOW WALL SECTION SCALE: 1 : 20

1

A-410

WINDOW WALL SECTION AT TRUSS SCALE: 1 : 20

SITE 1 (04) 14,00 PROJECT NO.

1707.00

SCALE:

As indicated

EXTERIOR ENCLOSURE SITE 1

SITE 1 (03) 10,00

SITE 1 (02) 02 6,00

A-410 PAGE:

28

01 0,00 OF:

TYPICAL WINDOW WALL SECTION SCALE: 1 : 20

7. One City Centre Firm: SOM My role: Architect Status: Built

One City Centre (OCC) in Bangkok, Thailand is a landmark skyscraper in the city’s Ploenchit district. This 61-floor building, which stands at 275 meters is the tallest building in Bangkok.

The project incorporates high-performance glass envelope, external shading fins, and a side-core design that minimizes solar heat gain, enhancing energy efficiency and occupant comfort.

For the One City Centre project, I served as the technical architect inlvolved in the delivery of the design and technical documentation from the initial concept through the end of design development submission to the client and their local authorities and agencies. My area of focus included translating the initial design concept through a series of presentations to the client and their consultants into a complete design development set, all based in Revit. Particular attention was given to the typical commercial office floors, core design, parking and the crown / observation deck. I handled documentation production and was responsible for consultant coordination.

Working with the technical team through the code and zoning review process I ensured that the project met local requirements, client’s vision and fit the budget. Additionally, I was involved in coordination with structural, environmental and mechanical consultants, integrating sustainable technologies into the scheme. One of the major challenges encountered was navigating architectural review and approval process with Thai building code and zoning.

33 Image: RL

548

34 Image: RL

EVEL 52 / RESTAURANT EL:+260.6 A A.1

B

C

E

D

TOWER L

F.1

46050 525

4775

2

10225

A-521.A 15000

2 A-201.B

10225

1 A-252

1500

TYPICAL WA

5300

3000

1500

1500

1500

T.O.F.

G

G

G

FP

STAIR A

FS-1

DN

PS

PS TE

G

FEMALE

B.O. SLAB Beyond SHADOW BOX

FIRE VEST. FHC

B.O. BEAM Beyond

AHU ROOM

AHU ROOM AC SHAFT

SHZ-1

SHZ-2

EC

EC

SHZ-3

T.O.S.

G

14700

2

G

UP

TE SP

MALE

G

SPANDREL

G

14700

1

7575

284.6 M

36000

AC SHAFT

SHZ-4

OFFICE 7

GE

GARB

HZ-1

HZ-2

HZ-3

HZ-4

MZ-1

MZ-2

MZ-3

MZ-4

BALC.

OFFICE 1

6000

INSULATING GLASS UNIT Double-Glazed, Low-e Coating 4500 CURTAIN WALL UNIT (TYP.)

7550

1 BALC.

6000

ADA TOILET L

PANTRY

CUSTOM ALUMINUM FIN Diagonal, Extruded, Iridescent Paint

LZ-4

L

SP

T.O.S.

OFFICE 3

OTB

ABOVE

9000

L

STAIR B

SE

PLANTER

OFFICE 5

L

L

UP

L

SE PS

5

LZ-3

DN

L

30000

9000

L

LZ-2

1 A-201.B

OFFICE 2

60

LZ-1

4

1 A-251

LOW ZONE ELEVATOR LOBBY

68.6 m T/ FIN FL

30000

OFFICE 6

3 A-521.A

9000

43175

1 A-201.A

3000

525

3 3.1

525

6 6.1

1 RESTAURAN LEVEL FLOOR PLAN

48000

ELEVATION - WALL TYPE 1A SCALE: 1 : 25

2 A-201.A

LOW ZONE TYPICAL OFFICE PLAN

1 EXTERIOR FACADE 2 CONCRETE SLAB 3 LOUVER SCREEN

©2017 Skidmore, Owings & Merrill LLP 100

INTERIOR

100

100

100

50

A A.1

B

C

4775

E

D 46050

525

10225 1500

EXTERIOR

1500 1 A-252

2 A-201.B

F.1

CUSTOM ALUMINUM FIN Diagonal, Exruded, Iridescent Paint

15000

10225

1500

2 A-304

5300

300

L 54 / REFUGE AREA + OBSERVATION EL:+277.0

INSULATING GLASS UNIT Double-Glazed, Low-e Coating

1500 3000

36000

PLAN - WALL TYPE 1A SCALE: 1 : 25

FP

6000

BALC.

TE SP

FS-1

DN

AHU ROOM AC SHAFT

14700

7575 7550

2

TE SP

STAIR A

PS

SHZ-1

SHZ-2

SHZ-3

AHU ROOM AC SHAFT

RECEPTION

BALC.

6000

STORAGE/BREAKOUT SPACE

3 EC

1 A-201.A

9000

EC

PANTRY

DN

ADA TOILET GARB SE

4

30000

1 A-251

STAIR B

SE

30000

9000

GE PS

1 A-201.B

230.6 m T/ FIN FL

UP

43175

525

3.1

5

9000

TENANT

525

6 6.1

SHZ-4

HIGH ZONE ELEVATOR LOBBY

RECEPTION

FEMALE

FIRE VEST. FHC

14700

MALE

UP

3

284.6 M

1

48000

2 A-201.A

35

5 SHADOW BOX

200

SCALE: 1 : 150

OBSERVATION DECK FLOOR PLAN

4 GLASS LOUVERS

75

1 LEVEL 11, 15, 19 OFFICE - LOW ZONE ATRIUM 5 WER DEVELOPMENT - CROWN - MEP / BMU REQUIREMENTS

CHECK (_)

enchit Center Bangkok l RAIMON LAND

700

EDGE OF SLAB

HIGH ZONE TYPICAL OFFICE PLAN

548 Ploenchit Center Bangkok l RAIMON

LL SECTION - WALL TYPE 1D 548 Ploenchit Center 5

6 6.1

A A.1 B

C

D

E

F.1

OFFICE TOWER 548 Ploenchit Road, Bangkok, Thailand T.O.F.

46050 525

525 4775

10225

15000

T.O.S.

10225

5300

Local Architect

TANDEM ARCHITECTS SPANDREL

Ratchadapisek Rd., Klongtoey, Bangkok 10110, Thailand

Civil and Structural Engineers

Meinhardt (Thailand) Ltd. Co. Reg. No. 0105534077670

1 A-225

5

STEEL BACK PAN Galvanized, Insulated Continues up to stack ALUMINUM PROFILE Intermediate Transom Only IGU Breaks

6th, 15th, 16th Floor, Thanapoom Tower 1550 New Petchburi Road, Makkasan Ratchtevee, Bangkok 10400, Thailand Telephone: 0-2207-0568-72 Email: thai@meinhardt.net www.meinhardtgroup.com

1

INSULATING GLASS UNIT Double-Glazed, Low-e Coating

11th Floor, Unit 1101, Pakin Building, Phone (662) 333-3222 INTERIOR 9 Ratchadapisek Rd, Dindaeng, Fax (622) 333-3233 Bangkok 10400 Thailand EMAIL: bangkok@ap.aurecongroup.com

EXTERIOR

3000

Aurecon Consulting (Thailand)

4500 CURTAIN WALL UNIT (TYP.)

MEP Engineers

Landscape Designer Shma Co., Ltd. 93/2 Ekkamai 3 Sukhumvit 63 Rd. Klongton Nuer Vadhana Bangkok, Thailand 10110 TEL: 662 390 1977 Fax: 662 390 1974 Email: admin@shmadesigns.com

CUSTOM ALUMINUM FIN

LEGEND

3

FIRE SAFING Mineral fiber, Friction-fit 60

Key Plan

4

STACK JOINT 60

2 A-521.A

2 A-521.B

50

9000

PLOENCHIT ROAD

00

OBBY ENCLOSURE

T.O.S.

Aurecon Consulting (Thailand) 11th Floor, Unit 1101, Pakin Building,

75

9 Ratchadapisek Rd, Dindaeng,

Phone (662) 333-3222 Fax (662) 333-3233

Bangkok 10400 Thailand

EMAIL: bangkok@ap.aurecongroup.com

Seal & Signature

NOT FOR CONSTRUCTION 1 A-213X

2

SECTION - WALL TYPE 1A SCALE: 1 : 25 2

2018.02.02

NO.

DATE

50% DESIGN DEVELOPMENT

DESCRIPTION

2

TYPICAL OFFICE WALL SECTION

Sheet Name:

IN

LEVEL 11, 15, 19 OFFICE LOW ZONE ATRIUM 5

1 A-223

DATE:

2018.02.02

SCALE:

NOT FOR CONSTRUCTION

SHEET NO.

548 Ploenchit A-111 Center 1 : 150

PROJECT NO. 2172700 APPROVED BY:

OFFICE TOWER

548 Ploenchit Road, Bangkok, Thailand © Copyright Skidmore, Owings & Merrill LLP

Owner:

MECHANICAL LEVEL WALL SECTION 2

REV.

G

H 10500

36

2 A-211

1 A-211

1 A-221

I 6750

8250

J

K 10500

L 10500

M 10500

N 10500

O 8250

P 8250

Q 10500

R 7500

2018.02.02

50% DESIGN DEVELOPMENT

The building features 115,600 square meters of office space spread across its floors, with column-free designs providing flexible layouts for tenants. OCC also boasts a rooftop dining area on the 58th to 61st floors, offering panoramic views of Bangkok, along with a 5,000-square-meter green space at its base. The project has achieved a two-star Fitwel rating, recognizing its commitment to enhancing workplace well-being and environmental responsibility. Additionally, it is directly connected to the Ploenchit BTS station via a skybridge, ensuring convenient access for commuters. OCC is not just a commercial hub but also a lifestyle destination, integrating retail outlets, cafes, and relaxation areas to foster a balanced work-life environment for its occupants DATE

DESCRIPTION

Status: Idea, Role: Designer, Phase: Competition

8. Skolkovo City of Innovation Firm: OMA My role: Designer Status: Idea

The Skolkovo City of Innovation, is an ambitious project aimed at creating Russia’s version of Silicon Valley. Located in the Moscow suburb of Skolkovo, this high-tech business area spans 400 hectares and is intended to be a hub for technological innovation and entrepreneurship. The development features a university, a technopark, a congress center, office buildings, laboratories, residential areas, and various social and recreational facilities.

For the Skolovo competition, I functioned as the design team architect, fully immersed in the project from the early stages of the design to the preparation and delivery of the final submission. My core responsibilities included research and analysis of the existing conditions, site strategy, phasing of the development and sustainability approaches. I was also responsible for the coordination with our engineering consultant (WSP) and local stakeholders.

Skolkovo’s design emphasizes sustainability, with a significant portion of its energy coming from renewable sources, and the city is designed to encourage walking and cycling while prohibiting internal combustion vehicles. The initiative has drawn significant investment and collaboration from international entities like MIT and global tech companies such as Cisco and IBM, aiming to foster a vibrant ecosystem of startups and research institutions.

Image: OMA

37

Image: OMA

Image: OMA

38

9. Brooklyn Museum of Art Great Hall Firm: Ennead My role: Architectural Designer Status: Built

The renovation of the Brooklyn Museum’s Great Hall involved a thoughtful integration of modern systems and design elements into the historic fabric of the space. The project introduced discreet freestanding walls that house advanced climate control systems, ensuring optimal conditions for art preservation. This intervention was designed to maintain the hall’s grandeur while meeting contemporary museum standards.

As an architectural design lead on this project, I produced all of conceptual and schematic design presentation materials for the review by the client as well as consultant coordination. Working in Revit and Rhino / Studio MAX I produced various layout options, associated views and details as well as renderings and circulation diagrams. I attended internal design reviews and client meeting representing the project.

A key feature of the renovation is the new grand staircase and glass bridge, which visually and functionally enhance the visitor experience by providing a seamless connection between the lobby and the upper galleries. This approach aligns with the principle of creating fluid, accessible spaces that encourage exploration and interaction with the exhibits.

39

Image: Ennead Architects

E.8

F

F.7

G

G.2 G.3

H

J

J.8

K

K.3

L

L.3

L.8

M

Third Floor 186' - 0"

B2 B4 182' - 3"

Second Floor - Plan 170' - 6"

First Floor 157' - 3"

6

OPTION D STAIR SECTION

7

7.7

8

8.1

8.2

THEBROOKLYNMUSEUM

THEGREATHALL-PHASE3

Brooklyn Museum

Second Floor - Plan 170' - 6"

Option C First Floor 157' - 3"

DN

40

SECOND FLOOR PLAN - OPTION D

THEBROOKLYNMUSEUM

THEGREATHALL-PHASE3

EXTERIOR VIEW - VIEW FROM NORTHEAST WELLER HALL RENOVATION

10. Hofstra University Weller Hall

Firm: HLW My role: Project Architect Status: Built

The renovation of Weller Hall at Hofstra University was a comprehensive project that transformed the original building into the Center for Career Design and Development at Hofstra and the educational partner INTO. My role as a Project Architect on this project centered on producing construction documents while managing an architectural team and acting as “gatekeeper” for the entire job. As a Project Architect I was responsible for overseeing the project from schematic design through construction documents to construction administration and completion. Our team produced all design and documentation materials in Revit and was involved in consultant coordination, client reviews, agency approvals as well as construction administration process.

The project aimed to modernize the building while maintaining its historical significance, providing updated spaces for student services and academic functions.

The renovation included upgrading the HVAC systems, installing energy-efficient lighting, and enhancing the interior design to create a more inviting and functional environment for students and staff.

HOFSTR A UNIVERSIT Y |

41

Image: HLW

WELLER HALL

9

1 9 S EP T 2 0 1 9

Gateway Nexus Crossroads

s

tral quad n campus to • Gateway to the central quad • Connecting the main campus to the east campus • Great visibility from the main street - California Avenue

the main street,

DESIGN CONCEPT WELLER HALL NEW ENTRANCE

Inspired by tradition Create a new front door.

N

4

ALL

19 S E P T 2019

Strong, Symmetrcal form

42

New elevator creates asymmetry

New facade unifies both, frames the entrance and adds a refreshed look

WELLER HALL RENOVATION A

B

C

D

E

F

134 Hofstra University Hempstead, NY 11549

G

CLIENT

HOFSTRA UNIVERSITY 129 HOFSTRA UNIVERSITY :: HEMPSTEAD, NY 11549

18' - 0"

18' - 0"

18' - 0"

18' - 0"

8' - 6"

9' - 6"

ARCHITECT

5 PENN PLAZA, 5TH FLOOR, NEW YORK, NY 10001

MECHANICAL ELECTRICAL

STRUCTURAL ENGINEER

G /SE

GASBARRO STRUCTURAL ENGINEERING, PLLC 540 PRESIDENT STREET, 3RD FLOOR, BROOKLYN, NY 11215

92' - 4"

MEP ENGINEER

D4 A-500

1ST FLOOR | FLOOR FINISH PLAN

MINEOLA, NY 11501

165A.2

165A.4

165A.3

M2.2

18

UP

M2.2

C4 A-615

STAIR 1 180

UP 26

18

180

G4.2

UP

26

9

STORAGE 110A

ALIGN

28' - 3 1/2" VIF

F2 G4

F1

G4.2

F3

G3

F2

F2

F2

ALIGN

10' - 8"

9' - 9 3/4" VIF

G3 F3

110A

5 110B 4' - 2 1/2" VIF

OFFICE M2 110C G4

M2 110D

F0

9' - 5 1/2"

OFFICE 110D

F3

F0

3' - 9"

F0

110F

F3

OFFICE 110E

F3

OFFICE 110F

F3

M2

G3 OFFICE 110G

CLOSET 107

F2

5

F2 107.2

106 G4

107.1

S2.2 G4

G4

CAREER CENTER WORKSTATIONS

108.1

F2

ALIGN

110J M2

F3

G3 OFFICE 110H

110K M2

OFFICE 110J

G3

M2

11

G4

S2.2

ADA S2.2 UNISEX RESTROOM 2 10 109

110.2

COPY 60

15' - 3 1/4"

49' - 4 3/4" VIF

25' - 0"

6' - 8" +/-

G4.2

16

VESTIBULE 165B

STAIR 2 181 181.2

165B

2

JAN. CLOSET 2 105B

STORAGE

8 9

1

NOTE NO. NOTE 1 FULL CAB MODERNIZATION IN EXISTING ELEVATOR SHAFT. 2 NEW PLUMBING FIXTURE. 3 NEW TOILET PARTITIONS. SEE EQUIPMENT SCHEDULE. 5 NEW ELEVATOR AND EQUIPMENT TO BE INSTALLED IN NEW ELEVATOR SHAFT - REFER TO ELEVATOR PLANS AND SPECS 6 FOLDING PARTITION AS SCHEDULED. 7 ALIGN CENTERLINE OF WALL WITH CENTERLINE OF GRIDLINE. 8 NEW EXTERIOR STOREFRONT AND DOORS - REFER TO ELEVATIONS FOR MORE INFORMATION 9 AREA OF REFUGE. 10 SEE ENLARGED PLANS FOR DIMENSIONS. 11 NEW MECHANICAL SHAFT. COORDINATE WITH MECHANICAL. 12 NEW MECHANICAL EQUIPMENT. SEE MECHANICAL DRAWINGS. 13 NEW INSULATED CMU WALL WITH BRICK VENEER TO MATCH EXISTING ADJACENT BRICK. 14 NEW INSULATED CMU WALL WITH STONE VENEER WRAPPING CORNER 15 NEW STONE VENEER AT EXISTING COLUMNS- G.C. TO PROVIDE SHOP DRAWINGS AND MATERIAL SAMPLE MATCHING EXISTING LIMESTONE. 16 NEW METAL CLADDING OVER EXISTING STRUCTURE AND SUBSTRATE - SEE SPECIFICATIONS FOR COLOR AND FINISH.

1ST FLOOR | INTO - CENTRAL HUB WELLER HALL RENOVATION

AVEN UE

16

C4 A-617

CAREER CENTER WELCOME DESK

INTO STORAGE

?

STUDENT RESOURCE

WORKSTATIONS

EXISTING ELEVATOR

OFFICE KEYNOTE TAG. SEE KEYNOTE LIST

CAREER CENTER ACCENT CARPET

WOMEN’S ROOM

ADA RESTROOM

OFFICE

FLOOR PLAN LEGEND:

GENERAL OFFICE 11 CARPET

CENTRAL HUB PARKING

SIGNATURE

10

X3

COPY

MILLWORK. SEE MILLWORK DETAILS FOR MORE INFORMATION

LINE OF CEILING/SOFFIT ABOVE

M2

CAREER CENTER ACCENT CARPET

OFFICE 110L F3

TYPICAL INDICATION FOR 1-HR RATED PARTITION

N

ENTRANCE, STAIRS & RESTROOMS 12

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

TYPICAL INDICATION FOR 2-HR RATED SHAFT/PARTITION

0'

AREA OF REFUGE

4'

8'

16'

32'

13' - 1"

WELLER HALL

D2 A-500

CONSTRUCTION PLAN NOTES

NIA

STOR.

STORAGE

SMALL CLASSROOM (20P)

INTO ACCENT CARPET

HOFSTR A UNIVERSIT Y |

SCALE: 1/8" = 1'-0"

ADA/UNISEX ADA/UNISEX RESTROOM RESTROOM PARKING

INTO ACCENT CARPET

(5) EQ

LEVEL 1 - CONSTRUCTION PLAN

ADA/UNISEX RESTROOM

MAIN MULTI PURPOSE ENTRANCE CLASSROOM #3

PANTRY 7 - LVT

5

110L

10' - 4" VIF

6

FURNITURE STORAGE

C1 A-606

3

MEN’S ROOM CALIF OR

C3 FLOOR FINISH LEGEND D4 MULTIPURPOSE A-616MULTI PURPOSE A-501#1 CLASSROOM CLASSROOM #2

105A

10

COUNSELING ROOMS KEY PLAN

5

X3

VESTIBULE WOMEN'S 105 RESTROOM 105A 105B

C3

7' - 4 1/4"

G3

F3

SOCIAL BREAKOUT

13' - 4"

3

M2.2

26

5

7' - 4 1/4"

M2

F2

G3

OFFICE 110K

F3

STORAGE G5 106 S2.2

109

108.2

CLOSET 108

5 110H

X3

18

105

FEC

F2

F2

F2

G4 110G

M2 G3

G3

PF-12

7' - 1 1/4"

F0

5 110E

G4 F3

F0

F0

M2 G4

G4

F0

F0

110C

ALIGN

7' - 4 3/4" F2

181.1

C3 A-606

2

ALIGN

9' - 1 1/4" VIF

M2 G3 OFFICE F3 110B

CAREER CENTER WELCOME DESK 110

F2 M2.2

G4

8' - 7 1/2" 1' - 1 3/4"

X3

G4

F1

110.1

.

.

25

F2

ALIGN F2

PANTRY

5

104

F2

FEC

24 8 13

F2

F2

MEN'S RESTROOM 104 10

104A

CENTRAL HUB 165

22' - 9 1/2"

M2

G4.2

ALIGN

G1 A-617

ELEC. CLOSET 104A

1

F2

MEETING ROOM (10P)

OFFICE

NORTH

165A.1

165A.5

S2.2

F2

F2

OFFICE

EXISTING MECHANICAL ROOM

13' - 4"

26

165A.6

F2

F2

WORKSTATIONS COPY

4

100.3 M2

M2

F2 F2

OFFICE

SMALL CLASSROOM (20P)

NEW ELEVATOR

3

13' - 4"

E4 A-522

M2

X2

LARGE CLASSROOM (35P)

2

G3

103

27' - 2 3/4"

F2

F2

G3

OFFICE

INTO STORAGE

25' - 0"

ALIGN

.

.

10

ELEVATOR LOBBY 165A

15

INTO RECEPTION

HUB | COUNSELING 103

5 PENN PLAZA, 24TH FLOOR, NEW YORK, NY 10001

LARGE CLASSROOM (35P)

B4 A-503

2' - 4"

44' - 9"

1 A-505

A1 A-617

F2

8

HUB | COUNSELING 102

102

101

F2

SPARK STUDIO LIGHTING DESIGN

CIRCULATION

3' - 5"

24

ALIGN

17

D2 A-501

M2

100.2

10' - 0"

LIGHTING CONSULTANT

1

14' - 6 3/4"

HUB | COUNSELING 101

G3

7' - 7 1/2"

7' - 10 7/8"

M2

G4

16' - 3 3/4"

G3

17

PANTRY 100F

G3

G4

G4

27 019D

5

4' - 8"

G5

7' - 3 3/4"

X2

G3

100E

5' - 0"

F0

28

M2 100D

HOLD

X2 X2

14' - 2 1/4" VIF

8' - 2"

MIN. CLEAR

FEC

5

M2 100C

F2

19' - 2"

G3

M2 100B

MEETING ROOM 100E

F2

HOLD

F0

OFFICE 100D

G3

(4) EQ

M2

M2 100A

F2

11' - 9" VIF

INTO WORKSTATIONS 100

F0

F0

A1 A-503

G3

OFFICE 100C

F2

4' - 0" MIN.

27' - 1 1/2"

22' - 7"

G3

100.1

G3

G3

11' - 10"

2' - 1"

8' - 7 1/2"

OFFICE 100B

F2

5' - 1 1/4"

F2

9' - 9"

14

G3

34' - 5"

C1 A-503 13

OFFICE 100A

F2

HOLD

F2

BTWN. EXISTG. BM. ENCASEMENTS

SMALL CLASSROOM (20P) F2

EXISTING EXISTING LIZARDOS ENGINEERINGMECHANICAL ASSOCIATES PC MECHANICAL 200 OLD COUNTRY ROAD, SUITE 670

WELLER HALL RENOVATION

E3 A-617

FEC

WALL MOUNTED FIRE EXTINGUISHER MAX R RECYCLE BIN, CONTRACTOR PROVIDED

CONSTRUCTION PLAN NOTES

STEP IN SLAB

NOTE NO. NOTE 17 NEW ELEVATOR DOOR - SEE ELEVATOR PLANS AND SPECS. 18 NEW FIRE RATED GLAZING SYSTEM. 19 EXISTING ROOF DRAIN TO BE MODIFIED AS REQUIRED FOR INSTALLATION OF NEW ROOFING SYSTEM. 20 NEW ARCHITECTURAL CAST STONE ROOF COPING - COLOR AND TEXTURE TO MATCH EXISTING LIMESTONE. 21 NEW ROOFING ASSEMBLY AS SPECIFIED. 22 NEW ROOF SCUPPER FROM HIGH ROOF TO LOW ROOF, PROVIDE METAL LEADER AS REQUIRED. 23 NEW ROOFING ASSEMBLY AS SPECIFIED. 24 NEW FLOORING ON NEW AND EXISTING SLAB - SEE FINISH PLANS AND SPECS. 25 NEW CEILING ABOVE - SEE FINISH PLANS AND SPECS. 26 NEW GLASS GUARDRAIL AND HANDRAIL ON EXISTING STAIR STRINGERS. SEE DETAILS. 27 NEW HATCH DOORS BY BILCO OR SIMILAR. 28 NEW PLANTER AREA WITH NEW MASONRY RETAINING WALLS. 29 CROSSOVER LADDER AS SCHEDULED. GC TO COORDINATE REQUIRED LOCATION WITH MECHANICAL EQUIPMENT. PROVIDE ROOFING SYSTEM WEARING PADS AT THE FEET OF THE STEPS. 30 PROVIDE OIL SPILL CONTAINMENT AREA WITH 8" CONCRETE CURB

14

FIRE EXTINGUISHER CABINET

19 S E P T 2019

FE

CURB MECHANICAL SCREEN

5 4 3 2 1

01/17/2020 12/26/2019 11/08/2019 10/11/2019 09/12/2019 08/23/2019 NO.

BULLETIN #2 BULLETIN #1 ISSUE FOR CONSTRUCTION ADDENDUM #2 ADDENDUM #1 ISSUE FOR BID

DATE

ISSUE OR REVISION

2ND FLOOR | SOCIAL LEARNING SPACE DRAWING TITLE: WELLER HALL RENOVATION

CONSTRUCTION PLAN LEVEL 1

SCALE:

DATE:

As indicated QC BY:

Checker DRAWING NO.

QA BY:

11/08/19 PROJECT NO.

Author

18348

A-101 c 2019 HLW International LLP

HOFSTR A UNIVERSIT Y |

43

WELLER HALL

17

19 SEPT 2019

HOFSTR A UNIVERSIT Y |

WELLER HALL

21

19 SEPT 2019

H

G

F

E

D

C

B

G

F

E

D

C

B

A

4

4 6

9

6

3' - 2"

14

6

A

H

22

22

1

10

6

1

13

WELLER HALL RENOVATION

20

20

22

16

1

134 Hofstra University Hempstead, NY 11549 4

CLIENT

HOFS

CLIENT

HOFSTRA UNIVERSITY 2

2' - 1"

7 19

13

2' - 1"

7 19

3' - 2"

2' - 10 1/2"

10

129 HO

129 HOFSTRA UNIVERSITY :: HEMPSTEAD, NY 11549

ARCHITEC

9 ARCHITECT

3 3/4"

2" 1" 2"

7

11

5

12

5

5

18 18

1' - 5"

5 PENN

5 PENN PLAZA, 5TH FLOOR, NEW YORK, NY 10001

1' - 3"

STRUCTU

G /S

STRUCTURAL ENGINEER

G /SE

GASB

GASBARRO STRUCTURAL ENGINEERING, PLLC

540 PR

4

540 PRESIDENT STREET, 3RD FLOOR, BROOKLYN, NY 11215

MEP ENGI

MEP ENGINEER

21

8

1' - 5"

17

14

6"

1' - 3"

ALIGN

1' - 0 1/2"

ALIGN

1' - 0 1/2"

6

2" 1/2" 2"

16

LIZAR

200 OL MINEO

LIZARDOS ENGINEERING ASSOCIATES PC

5

LINE OF COLUMN BEYOND

1

200 OLD COUNTRY ROAD, SUITE 670 MINEOLA, NY 11501

13

SPARK STUDIO LIGHTING DESIGN

LIGHTING

10

SPAR

5 PENN

LIGHTING CONSULTANT

5 PENN PLAZA, 24TH FLOOR, NEW YORK, NY 10001

EXTERIOR

EXTERIOR

NORTH VESTIBULE

NORTH VESTIBULE 15 12

20

4

EXTERIOR

4

ELEVATOR SHAFT

20

4"

2

F4 WALL SECTION - @ LOBBY ENTRANCE

C4 WALL SECTION - @ LOBBY STOREFRONT

KEY PL

SCALE: 1 1/2" = 1'-0"

KEY PLAN

9

OPENING

FULL DEPTH METAL CAP FLASHING WITH DRIP EDGES

SOIL AREA

3

8" CMU GROUTED SOLID, SEE STRUCTURAL DRAWINGS

7

S.S. COUNTER FLASHING UP NEW WATERPROOFING MEMBRANE TIED INTO EXISTING FACE BRICK

WATERPROOFING MEMBRANE TIED INTO THE EXISTING

6"

7

CONTRACTOR SHALL INVESTIGATE EXTEND, TYPE AND CONDITION OF EXISTING WATERPROOFING 11 BENEATH EXISTING SLAB

EXTERIOR

SIGNAT SEE A-520 FOR MORE INFORMATION ON THIS AREA

SIGNATURE

REINFORCING CROSS TIES EACH COURSE ( TYP.)

NOTE:

12

VESTIBULE

PARKING

ANCHOR BOLTS 16" O.C. MAX

COUNTER FLASHING W / DRIP EDGE

NORTH

6

3

AVE NUE

T.O RETAINING WALL -2' - 10 1/2" PARKING

STONE COPING

10 6

2

NIA

METAL CAP FLASHING WITH DRIP EDGE

14

3

4

CAL IFOR

6" CONCRETE CURB, SEE STRUCTURAL DRAWINGS

4

22

20

NEW HATCH DOOR

22

2' - 4"

SCALE: 1 1/2" = 1'-0"

VESTIBULE

8" CMU BACK UP FILLED WITH GROUT DRAINAGE ELEMENT NEW DRAINAGE LAYER SLOPE TO WEEP

SLAB BEYOND

DRAINAGE BOARD EX. BASEMENT

1

12

13 1

EXISTING WATERPROOFING MEMBRANE ( GC TO VERIFY AFTER REMOVAL OF EXISTING WALL)

EXISTING CONCRETE SLAB, SEE STRUCTURAL DRAWINGS

20

STEEL DRILLED-IN DOWEL @ 16" O.C. MAX

13

D2

19 1

2 EXTERIOR

2

ELEVATOR SHAFT

EXTERIOR

5

5

8

8

ELEVATOR SHAFT

B2 NEW RETAINING WALL - PLANTER AREA NOTE NUMBER 1 2 3

2' - 2"

P ARK ING

12/17/2019 4:13:36 PM

CALIFORNIA

44

C1 WALL SECTION - NORTH VESTIBULE STONE VENEER

4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21

DETAIL CONSTRUCTION NOTES NOTE NUMBER

1

4 3 2 1

12/17/2019 11/08/2019 10/11/2019 09/12/2019 08/23/2019 NO.

DATE

DRAWING TITLE:

22

P ARK ING

SCALE: 1 1/2" = 1'-0"

REINFORCED FULLY GROUTED 8" CMU BACKUP WALL. REFER TO STRUCTURAL DRAWINGS. NEW BRICK VENEER - CONTRACTOR SHALL SUBMIT SAMPLE MATCHING EXISTING FACADE

9 10

CONTINUOUS METAL FLASHING AS REQUIRED TAPERED ROOF RIGID INSULATION - SLOPED TO ROOF DRAIN

ISSUE OR11REVISION NEW CONCRETE SLAB ON METAL DECKING AS SPECIFIED ON STRUCTURAL DRAWINGS

As a Project Architect, I was deeply involved in the production of technical documentation including designing and executing key exterior enclosure details, wall sections, partition types and specifications.

I also played a major role in the construction administration phase of A-520 the project, being responsible for the shop drawings and submittals review, attended construction site walkthroughs and coordination meetings.

12 13 14 15 16 17 18 19 20 21

NEW CONCRETE MASONRY BOND BEAM BELOW DECK AS SPECIFIED BY STRUCTURAL DRAWINGS MASONRY / STONE ANCHOR AS SPECIFIED NEW SBS MODIFIED BITUMEN ROOFING SYSTEM AS SPECIFIED ELEVATOR HOIST BEAM - SEE ELEVATOR DRAWINGS METAL DECKING AS SPECIFIED ON STRUCTURAL DRAWINGS EXISTING COLUMN BEYOND NEW STOREFRONT WINDOW AND DOOR ASSEMBLY AS SPECIFIED CONTINUOUS WEATHER BARRIER AS SPECIFIED EXISTING STRUCTURE TO REMAIN. EXISTING ROOF DRAIN TO BE REPLACED TO BE COMPATIBLE WITH NEW ROOFING ASSEMBLY. REFER TO PLUMBING DRAWINGS. S.S DOWEL WITH SEALANT AROUND PENETRATION.

22

SCALE:

NOTE TEXT

1 2

3 NEW ARCHITECTURAL CAST STONE VENEER - CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND MATERIAL SAMPLE ISSUED FOR CONSTRUCTION MATCHING EXISTING STONE ISSUE FOR CONSTRUCTION 4 NEW CAST STONE PARAPET COPING STONE - CONTRACTOR SHALL SUBMIT SAMPLE MATCHING NEW FACADE ADDENDUM #2 5 NEW GRANITE BASE - CONTRACTOR SHALL SUBMIT SAMPLE AND SHOP DRAWING FOR ARCHTIECTS REVIEW CONTINUOUS AIR CAVITY - PROVIDE MORTAR MESH AS REQUIRED ADDENDUM #1 6 7 CONTINUOUS RIGID INSULATION AS SPECIFIED ISSUE FOR BID 8 GALVANIZED STEEL ANGLE TO SUPPORT VENEERS AS REQUIRED

EXTERIOR WALL SECTIONS

1

AV E

SCALE: 1 1/2" = 1'-0"

NOTE TEXT REINFORCED FULLY GROUTED 8" CMU BACKUP WALL. REFER TO STRUCTURAL DRAWINGS. NEW BRICK VENEER - CONTRACTOR SHALL SUBMIT SAMPLE MATCHING EXISTING FACADE NEW ARCHITECTURAL CAST STONE VENEER - CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND MATERIAL SAMPLE MATCHING EXISTING STONE NEW CAST STONE PARAPET COPING STONE - CONTRACTOR SHALL SUBMIT SAMPLE MATCHING NEW FACADE NEW GRANITE BASE - CONTRACTOR SHALL SUBMIT SAMPLE AND SHOP DRAWING FOR ARCHTIECTS REVIEW CONTINUOUS AIR CAVITY - PROVIDE MORTAR MESH AS REQUIRED CONTINUOUS RIGID INSULATION AS SPECIFIED GALVANIZED STEEL ANGLE TO SUPPORT VENEERS AS REQUIRED CONTINUOUS METAL FLASHING AS REQUIRED TAPERED ROOF RIGID INSULATION - SLOPED TO ROOF DRAIN NEW CONCRETE SLAB ON METAL DECKING AS SPECIFIED ON STRUCTURAL DRAWINGS NEW CONCRETE MASONRY BOND BEAM BELOW DECK AS SPECIFIED BY STRUCTURAL DRAWINGS MASONRY / STONE ANCHOR AS SPECIFIED NEW SBS MODIFIED BITUMEN ROOFING SYSTEM AS SPECIFIED ELEVATOR HOIST BEAM - SEE ELEVATOR DRAWINGS METAL DECKING AS SPECIFIED ON STRUCTURAL DRAWINGS EXISTING COLUMN BEYOND NEW STOREFRONT WINDOW AND DOOR ASSEMBLY AS SPECIFIED CONTINUOUS WEATHER BARRIER AS SPECIFIED EXISTING STRUCTURE TO REMAIN. EXISTING ROOF DRAIN TO BE REPLACED TO BE COMPATIBLE WITH NEW ROOFING ASSEMBLY. REFER TO PLUMBING DRAWINGS. S.S DOWEL WITH12/17/2019 SEALANT PENETRATION. 4:13:39 AROUND PM

CALIFORNIA

F1 WALL SECTION - NORTH VESTIBULE BRICK VENEER

SCALE: 1 1/2" = 1'-0"

NTS

DETAIL CONSTRUCTION NOTES

1

WALL SECTION - ELEV SHAFT AT ROOF

DATE:

1 1/2" = 1'-0" QC BY:

Checker DRAWING NO.

QA BY:

Author

11/08/19

PROJECT NO.

18348

c 2019 HLW International LLP

3 2 1

NO.

DRAWIN

EX SE

SCALE: QC BY:

Che

DRAWIN

AV E

11. Italian American Museum Firm: OPAL My role: Project Architect, Interior Design Consultant Status: In-Construction The design for the Italian American Museum is an innovative structure with two above-ground and two below-ground levels. A central skylight and a four-story atrium are key elements, allowing natural light to illuminate the lower floors, creating a visually and functionally cohesive space.

The museum aims to celebrate and preserve Italian American heritage, showcasing artifacts that chronicle the community’s journey from early immigration to the present day. Items on display will include traditional tools, personal artifacts, and historical objects from a former local financial institution that served the Italian community. The design also includes a facade set back from the street, creating a welcoming public space and an impressive entryway.

As a Project Architect and an interior design lead I was responsible for translating the initial architectural design concept into the detailed design development and construction documentation packages for pricing and construcion. I produced sets of architectural drawings and specifications using Rhino and Revit, ensuring precision and coordination across all trades. My role required close collaboration with lighting designers as well as structural, mechanical, electrical, and plumbing (MEP) engineers. I attended site meetings, and led consultant coordination calls coordinating lighting design, HVAC and equipment selection.

Image: OP-AL

45

60 BROAD STREET NEW YORK, NY 10004 212.982.2020

FACADE ARCHITECT JASON LITTLE ARCHITECTS PLLC 50 WASHINGTON ST, #919 SOUTH NORWALK, CT 06854 917.902.7962

MEP ENGINEERS ABS ENGINEERS 37 W 37TH ST 6TH FLOOR, NEW YORK, NY 10018 1

212.317.2361

A-402.0

BUILDING DEVELOPER NEXUS DEVELOPMENT GROUP 41 WOOSTER SUITE2 NEW YORK, NY 10013 646-429-8510

AUDIO/VISUAL CONSULTANT JDAV DESIGN 120 BROADWAY, 36TH FLOOR NEW YORK, NY 10271

3RD FLOOR T.O.S. 49' - 3 1/2"

3RD FLOOR T.O.S. 49' - 3 1/2"

201.461.7475

LIGHTING DESIGN CONSULTANT FOCUS LIGHTING 221 W 116 STREET NEW YORK, NY 10026 212 865 1565

INTERIOR ARCHITECT 2ND FLOOR T.O.S 39' - 3 1/2"

JONATHAN A. SCELSA ARCHITECT PLLC 16 WAVERLY STREET BROOKLYN, NY 11201

2ND FLOOR T.O.S 39' - 3 1/2"

914.589.1298

BUILDING ARCHITECT

GIFT SHOP

MORRIS ADJMI 60 BROAD STREET NEW YORK, NY 10004

11' - 11 1/2"

5 A-401.0

212.982.2020

FACADE ARCHITECT

VESTIBULE

JASON LITTLE ARCHITECTS PLLC 50 WASHINGTON ST, #919 SOUTH NORWALK, CT 06854

FIRST FLOOR T.O.S. ( MUSEUM ) 27' - 4"

FIRST FLOOR T.O.S. ( MUSEUM ) 27' - 4"

917.902.7962

11' - 0 1/2"

212.317.2361

917.642.4922

BUILDING DEVELOPER

DATE NO. DESCRIPTION 02.22.21 01.04.21 12.28.20 12.18.20 11.10.19 07.28.17 03.24.17

CELLAR T.O.S. 16' - 3 1/2"

ALIGN

CELLAR T.O.S. 16' - 3 1/2"

ABS ENGINEERS 37 W 37TH ST 6TH FLOOR, NEW YORK, NY 10018

151 MULBERRY STREET NEW YORK, NY

8'-2" COORDINATE WITH RCP

ALIGN

A-501.0

CELLAR GALLERY

MEP ENGINEERS

IA MUSEUM

5

NEXUS DEVELOPMENT GROUP 41 WOOSTER SUITE2 NEW YORK, NY 10013

100% ISSUED FOR CONSTRUCTION 90% ISSUED FOR BID 75% ISSUED FOR BID 50% ISSUED FOR BID REVISED FACADE SET FACADE BID SET 1 FILING SET 1

646-429-8510

AUDIO/VISUAL CONSULTANT JDAV DESIGN 120 BROADWAY, 36TH FLOOR NEW YORK, NY 10271

COPYRIGHT

14' - 0"

12' - 2"

SUBCELLAR GALLERY

201.461.7475

THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH MAY NOT BE USED FOR OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR COMPLETION OF THIS PROJECT

BY OTHERS.

ALIGN

LIGHTING DESIGN CONSULTANT FOCUS LIGHTING 221 W 116 STREET NEW YORK, NY 10026

COPYRIGHT © 2021 JONATHAN A. SCELSA ARCHITECTS PLLC ALL RIGHTS RESERVED.

212 865 1565

SEAL+SIGNATURE SUB-CELLAR T.O.S 2' - 3 1/2"

SUB-CELLAR T.O.S 2' - 3 1/2"

DRAWING

LL SECTION 2 -0"

OVERALL SECTIONS

OVERALL SECTION 1 1/4" = 1'-0"

1

DRAWING NO /

6' - 3"

3' - 8"

A-405.0 G3

ALIGN

1' - 2"

1 A-201.0

RECEPTION

F2

F4

OPEN TO BELOW

6' - 0"

G3

1-02

F2

A-302.0

4

A-302.0

GALLERY

+27'-5"

4

WORKING POINT A

2

1

COPYRIGHT

COPYRIGHT © 2021 JONATHAN A. SCELSA ARCHITECTS PLLC ALL RIGHTS RESERVED.

12

1 A-401.0

100% ISSUED FOR CONSTRUCTION 90% ISSUED FOR BID 75% ISSUED FOR BID 50% ISSUED FOR BID REVISED FACADE SET FACADE BID SET 1 FILING SET 1

THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH MAY NOT BE USED FOR OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR COMPLETION OF THIS PROJECT

BY OTHERS.

FX3

A-302.0

441 SF FX3

DATE NO. DESCRIPTION 02.22.21 01.04.21 12.28.20 12.18.20 11.10.19 07.28.17 03.24.17

WORKING 27'-11"B POINT

1-02

F.F. +27'-4" T.O.S.

JONATHAN S.

3/4"

LINE OF WALL ALIGNMENT

11'-0"

A-403.0

1/4" = 1'-0"

ILYA C.

113 SF

7"

FX3

CHECKED BY

2' 9

4' - 9"

8' - 0 1/2"

4' - 1"

90 .0 0°

1' - 7" 2 A-202.0

4'-1"

DRAWN BY

LINE OF SOFFIT ABOVE

F3

F3 3'-6"

SCALE:

UP

F3

2'-3"

1-01

F3

151 MULBERRY STREET NEW YORK, NY 917.642.4922

FIRE CURTAIN ABOVE

VESTIBULE

CAVITY NO ACCESS

IA MUSEUM

A-201.0

1 3' - 8"

SEAL+SIGNATURE

A-511.0

CONSTRUCTION KEY LEGEND

2 A-201.0

AREA NOT IN MUSEUM CONDOMINIUM

A-202.0 AREA NOT IN INTERIOR DESIGN SCOPE

46

EXISTING PARTITIONS AND WALLS

1

NEW PARTITIONS

DRAWING

FIRST FLOOR CONSTRUCTION PLAN DRAWING NO /

d bordered by canals in the heart of a major metroood is a period in one’swalking life in which developmental physiology a within 20-minutes distance of major culplace, and shapes personalities and characteristics of adulthood. nd tourist attractions. Conceived in 1719, it became a typically perceived as a phase in one’s life in which exploring, rt in 1721 andand remained in military closed zing, learning of course, playingpossession, are all taking place. Play be argued the We principal activities this in which eral public, as for one 300 of years. have imagined site other pmental categories stimulated.

It allows childrenthe to utilize m of wider urban are context a cultural “city within ity, imagination, dexterity, as well as physical, cognitive and ponsors a vast range of public spaces and programs, nal strength. It is this developmental stage in a child’s life that isualtoand performing new technologies, ed- should ose focus on in this arts, brief.toWe believe that everytochild vided withand a dynamic place to play. cities are markets a hotel. engaging Rather than adding newMany archily faced with a high number of vacancies across their existing tements, however, we have worked primarily through abric. With that in mind, our proposal of a BALL PARK provides nerimental to carve12. from thefor historic warehouses their amazing platform criticism of play equipment design today Plant-A-BALL Parks w itpublic can further provide a synergy betweenasecologies, cities, and or and Playscapes cultural activity, retaining much pubUrban International competition occupy them. This new model of equipment will rpulations space as that possible.

Firm: Mixed, Collaboration e and stimulate fun for the future of play, and create a series of My role: Designer ure worldsStatus: for children to inhabit Idea, Honorable Mention in the city.

Plant-A-BALL PARKS creates a series of play structures that not only generate a sense of place, but also house a synergy of interventions at the site and city scale. The sphere is ideal for capturing the imagination of children as well as providing a versatile shape in which to encapsulate the proposed interior play program. A flexible primitive volume that can be manipulated into other platforms of play. The orbs height and scale provide adequate housing for the planting compartments above, as the shell’s design enables the trees and plantings space to grow through the membrane and stabilize itself with the existing sub-grade.

As a leading member of the design team, I contributed to all aspects of this proposal from intial concept to final submission. Particularly I focused on the relationship of the interconnecting bridges to the orbs. I produced the detailed 3D diagrams, study models and visualizations using advanced 3D modeling software such as Rhino and Revit which were used to communicate our design ideas effectively to the competition jury.

Contemporary play structures must address a multitude of developmental characteristics identified with growth and progression of childhood development as well as conform to local government’s ordinances on safety. The task of enticing children outside to play has become more difficult with continued technological advancements that compete for children’s attention vs. the desire to be physically active.

47

48

BUTTERFLY HABITAT INSECT HABITAT

AMPHIBIAN HABITAT

BIRD HABITAT

ANIMAL HABITAT

plant a BALL PARKS

Professional work at Perkins Eastman : Playscapes International Competition Entry- Honorable Mention

P17418

The site for this oasis is an 8-hectare historical landmark island bordered by canals in the heart of a major metroChildhood is a period in one’swalking life in which developmental physiology politan area within 20-minutes distance of major culplace, and shapes personalities and characteristics of adulthood. turaltakes sites and tourist attractions. Conceived in 1719, it became a This is typically perceived as a phase in one’s life in which exploring, military port in 1721 andand remained in military closed socializing, learning of course, playingpossession, are all taking place. Play could be argued the We principal activities this in which to the general public, as for one 300 of years. have imagined site other developmental categories are stimulated.

It allows children a microcosm of wider urban context a cultural “city within theto utilize creativity, imagination, dexterity, as well as physical, cognitive and city”emotional that sponsors a vast range of public spaces and programs, strength. It is this developmental stage in a child’s life that fromwe thechose visualtoand performing new technologies, ed- should focus on in this arts, brief.toWe believe that everytochild be provided withand a dynamic place to play. cities are ucation, to markets a hotel. engaging Rather than adding newMany archicurrently faced with a high number of vacancies across their existing tectural statements, however, we have worked primarily through urban fabric. With that in mind, our proposal of a BALL PARK provides subtraction to carve platform from thefor historic warehouses their amazing an experimental criticism of play equipment design today and how can further provideactivity, a synergy betweenasecologies, cities, and potential for itpublic and cultural retaining much pubthe populations occupy them. This new model of equipment will lic outdoor space as that possible. promote and stimulate fun for the future of play, and create a series of miniature worlds for children to inhabit in the city.

POOL BALL

SLIDE BALL

CLIMBING BALL

SWING BALL MERRY GO ROUND BALL

AN URBAN BALL! BALL BOSQUE

These structures are intended to provide planning departments In addition to the BALLS being rehabilitation vehicles for different with a tactically urban sustainable and playful solution to types of play: slides, swings, pools, climbing, and spinning; they their issues of land vacancies. Vacant lots are eyesores on also bring an ecological component into the parks. Through communities and are becoming more typical in the urban appropriate selection of tree and plant types, the BALLS can also fabric. BALL parks can be utilized as a temporary or permanent provide habitat in both the urban and rural settings. Establishing installation into the site. With the understanding that time and these structures as multi functional facets for each site, they planning needs can change, the BALL structures are intended to also allow high flexibility in terms of applicable program, based be easily transferable but also provide an appropriate framework on the scale of each site. Designers and planners can choose for redefining the contemporary play structure in flexible urban from single play BALLS or a combination of them, with the option INSTALL PERFORM areas. They can also be utilized in existing urban parks as the of suspension bridges connecting them into an elevated play The trees are grown and maintained in a typical nursery; and the trees and Once a site is identified as a BALL PARK, a purchase order is placed Prior to the BALLS arriving on site, appropriate soil addendums are If the site is deemed as a success for the surrounding community and balls are assembled in off-site locations, shortening the installation period including site size and desired play type.

The USDA plant hardiness zone applied to promote a rapid establishment period for the trees in addition standards environment, for playtheequipment become moreto forcomplex. network.

BALLS will remain in place.

They are designed a at the final site. are provided for appropriate tree and under story selection. to rehabilitating the existing brownfield conditions. Following installation lasting establishment period with typical park maintenance requirements.

49 there is an evaluation period of the environmental, social, and economical If they are deemed unsuccessful in a particular space they are versatile in PlantaBALL PARKS creates a series of play structures that not factors impacted by the influence of this BALL PARK. their ability to be transplanted in another location.

Playgrounds of today have become fields for designers to create safe and entertaining equipment that can foster imagination, activity, and fun for children and their parents. Contemporary play structures must address a multitude of developmental characteristics identified with growth and progression of childhood development -as well as conform to local government’s ordinances on safety. The task of enticing children outside to play has become more difficult with continued technological advancements that compete for children’s attention vs. the desire CONSTRUCT TRANSPORT to be physically active.

onal Competition Entry: Plant-a-Ball Park- Honorable Mention

BIRD HABITAT

ANIMAL HABITAT

SITE TYPE B

URBAN - 3,000 m 2

INSECT HABITAT

CLIMBING BALL

DRAINAGE DRIP IRRIGATION BALL MEMBRANE

ROOT PENETRATION DRAINAGE MAT PLANTING SOIL MIX PREPARED TREE PIT STRUCTURAL FOOTING

SLIDE BALL SECTION 1:30

AN URBAN BALL!

These structures are intended to provide planning departments with a tactically urban sustainable and playful solution to their issues of land vacancies. Vacant lots are eyesores on communities and are becoming more typical in the urban fabric. BALL parks can be utilized as a temporary or permanent installation into the site. With the understanding that time and planning needs can change, the BALL structures are intended to be easily transferable but also provide an appropriate framework for redefining the contemporary play structure in flexible urban areas. They can also be utilized in existing urban parks as the standards for play equipment become more complex.

The first intended site typology for these structures are vacant urban lots. Typically there are varied levels of contamination within these sites. The BALL shell will house all of the infrastructure needed to provide the tree with irrigation, drainage, and soil, as well as acting as a structural footing for the BALL. The filtration system embedded into the shell will capture rainwater and allow groundwater recharge into the existing groundwater table.

Connections into existing urban infrastructure will be needed to provide electricity, water, and sewage for each site. The prefabrication of the BALLS off-site allows for rapid installation and quick turnover of the identified lots into playable and vibrant surfaces within the community.

These structures can be highly valuable for children in rural scenarios as well. While issues of site contamination may not be the primary issue of concern, the BALL archetype is suited to take on productive programming such as, water purification filters, air filters, energy panels, and food growth.

Harvard GSD 50

SITE TYPE C

In addition to the BALLS being rehabilitation vehicles for different types of play: slides, swings, pools, climbing, and spinning; they also bring an ecological component into the parks. Through appropriate selection of tree and plant types, the BALLS can also provide habitat in both the urban and rural settings. Establishing these structures as multi functional facets for each site, they also allow high flexibility in terms of applicable program, based on the scale of each site. Designers and planners can choose from single play BALLS or a combination of them, with the option of suspension bridges connecting them into an elevated play network.

COMMERCIAL - 2,600 m 2

children apsulate e volume The orbs planting he trees stabilize n of play, onent for

BUTTERFLY HABITAT

s that not nergy of

SWING BALL MERRY GO ROUND BALL

BIRD HABITAT

to create gination, emporary opmental ssion of rnment’s utside to nological he desire

FILTER FABRIC DRAINAGE MAT PROTECTION BOARD WATER PROOF MEM-

COMMERCIAL - 2,600 m 2

BUTTERFLY HABITAT

SLIDE BALL

TREE PIT SLIDE ACCESS

SITE TYPE C

URBAN - 3,000 m 2

INSECT HABITAT

Playscapes International Competition Entry: Plant-a-Ball Park- Honorable Me

SITE TYPE A

RESIDENTIAL INFILL - 1,800 m 2

SITE TYPE B

P17418

PlantaBALL parks are an interactive, multi functional approach intended to engage children and adults in an outdoor recreational setting. This new model of equipment will promote and stimulate fun for the future of play, and create a series of miniature worlds for children to inhabit in the city.

CONNECTING BRIDGE

STAIR ACCESS

UPPER PLATFORM

TREE PIT CENTER

SLIDE

POLYCARBONATE EXTERIOR

SLIDE BALL PLAN 1:30

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sional work at Work AC : Urban Oasis 13. New Holland Island Firm: WORKac My role: Designer Status: Idea

This urban redevelopment proposal focuses on New Holland Island’s unique identity as a “city within the city.” Originally a naval installation, the 8-hectare island in the heart of St. Petersburg was inaccessible to the public for some 300 years. The scheme preserves both the site’s incredible collection of 18th century warehouses and its more intangible heritage ­– while turning the heart of the island into a public park and introducing new programs, including residences, galleries, retail, a hotel, high-tech office space, and a new museum.

As a core member the design team, I was deeply involved in the design development of the Museum and the new Public Park scope of this proposal creating a number of large scale physical models as well as architectural diagrams and renderings in Rhino. I was reponsible for the delivery of the final submission package including architectural and preservation narratives, existing conditions analysis, proposed plans, elevations as well as detailed 3D views.

Weaving through the high brick arches of the existing structures, a raised interior promenade introduces pedestrian life and modern infrastructure into the historic warehouses. Voids carved into the buildings’ upper levels make an architecture out of subtraction, bringing the park and sunlight into the buildings.

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tural sites and tourist attractions. Conceived in 1719, it became a military port in 1721 and remained in military possession, closed to the general public, for 300 years. We have imagined this site a microcosm of wider urban context a cultural “city within the city” that sponsors a vast range of public spaces and programs, from the visual and performing arts, to new technologies, to education, to markets and a hotel. Rather than adding new architectural statements, however, we have worked primarily through subtraction to carve from the historic warehouses their amazing potential for public and cultural activity, retaining as much public outdoor space as possible.

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Ilya Master Architecture, IlyaChistiakov Chistiakov AIA,ofLEED AP Harvard GSD

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Professional work at Work AC : Urban O

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14. Synthesis of Architecture, Infrastructure and Landscape Master of Architecture Thesis, Harvard

While the development of industrial technologies that has occurred during the XX century is certainly a cause of many current environmental issues, it may also be solution to some of them. Through research and application of environmentally conscious design including climate engineering, renewable energy and waste management strategies it is possible to reduce our ecological impact on the planet thus procuring the continuing existence of human civilization. I strongly believe that it is through shared knowledge and research that we can find a way out of our current environmental problems. Because of the current cataclysmic mutations of our ecologies, antropogenic destruction of our biosphere, I would argue that in the near future we may be facing some of the most extreme and hostile climate conditions yet encountered. Our civilization will have to develop a set of survival skills that will become a key to the sustainability of human life on Earth.

The thesis claims for a synthesis of architecture, infrastructure and the landscape through a new typology of farming and agriculture facilities and their processes in the context of rural Netherlands.

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With 70 percent of its population already living below sea level, the Netherlands is projected to experience an average sea level rise of 56 cm around its coastline over the next 100 years, conjunction with continuous soil subsidence due to intense land management practices.

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