PORTFOLIO SELECTION by Hector Jose Montalvo

PORTFOLIO

O N 0

selection from 201O - 2019

Hector J. Montalvo

“Perfection is achieved perfection not when there is nothing left to add, but when there is nothing left to take away” – Antoine de Saint-Exupery

INDEX

00 ARCHITECTURE

120

ART, PRODUCT & GRAPHIC DESIGN

SHARQ ARRIYADH

128

SYNESTHESIA

AL WAAB CITY

134 CORNETTA

FOB MIRAMAR

LAGUARDIA AIRPORT

BANGKOK TOWER

BREAD BOND

NAT GEO

250 WEST PRATT

112

BECHTEL PAVILION

120

PARK POTOMAC

SHARQ ARRIYADH Riyadh, Saudi Arabia 1,300 hectares Services provided Master Planning Urban Design

PKF Land Master Plan, which has been branded as “Sharq Arriyadh”, is a 1300 hectare site within the greater metropolitan area of of Riyadh, Saudi Arabia. Riyad his located at the core of the Arabian Peninsula and is the geographic, urban and economic center of the region with a population of more than five million people. Riyadh has proven to be one of the fastest growing cities in the Middle East over the past decade with expectations of continued urban growth. To support expansion and provide services that meet the needs of the city, the Metropolitan Development Strategy (MEDSTAR) Plan was for mulated to put a comprehensive growth strategy in place. MEDSTAR’s plan calls for the creation of multiple new cities, including a “New Eastern City” located on the eastern edge of Riyadh. Sharq Arriyadh is a concept master plan for the development of this urban edge.

Czech Republic Germany Slovakia Austria Slovenia

Ukranie Russia

Kazakhstan

Romania

Bosnia and Herzegovina

Italy

Moldova

Hungary

Croatia Serbia

Bulgaria

Montenegro Kosovo

Georgia

Kyrgyzstan

Uzbekistan Azerbaijan

Armenia Greece

Albania

Turkmenistan

Turkey

Macedonia

Tajikistan

China

Syria

Tunisia

Afghanistan

Lebanon Iraq

Iran

Israel Jordan Pakistan

Libya

RIYADH

Egypt

India

United Arab Emirates

Saudi Arabia

Oman Niger

Chad

Sudan

Eritrea

Nigeria

Ethiopia Cameroon

Yemen

Djibouti

Somalia

Centeral African Republic

The geographic location of the site has set the stage for it to become the new eastern gateway to Riyadh. The plan is positioned to become a memorable setting, a desirable place to live and an economically viable business location. A focus on place making and aesthetics steer the site to become a prominent gateway. As a cluster of active districts, it will meet the needs of Saudi families who are looking to enjoy the benefits of home ownership and grow their families in a safe, welcoming environment. Businesses and the creation of job opportunities will be cultivated by mixed land uses, sustainable features, diverse population and quality facilities.

a. a.

TWIG SCHEME

SAND SCHEME

a. a. a.

PEBBLE SCHEME

DAMMAM

522

DAMMAM

522

Overlapping opportunities in East Riyadh have generated a unique moment for action, Sharq Arriyadh, the site studied in this master plan, is positioned to become a memorable setting, a desirable place to live, and an economically viable business location as the new eastern gateway to Riyadh. With a focus on placemaking, aesthetics, and amenities, Sharq Arriyadh will meet the needs of Saudi families who are looking to enjoy the beneďŹ ts of home ownership while raising their families in a safe, welcoming environment. Businesses and the creation of job opportunities will be cultivated through a mix of land uses, sustainable features, varied user demographics, and quality facilities. 11

Urban Framework Diagram (Hi/Lo Densities) DENSITY DIAGRAM

Land Use PROGRAM DIAGRAM

PROGRAM- Mosques SCHOOL DIAGRAM

MOSQUE DIAGRAM

The master plan concept design hassubdivided the 1300 acres into city districts connected with a strategicgreenway network and transportation plan. At the core of the plan, TheMidtown District accommodates business uses, shopping, hotels, cultural usesand mid to high density urban housing. An east-west central greenwayspine weaves the site together and serves as a recreational and natural openspace for users. A north-south axis creates The Boulevard District, whichoffers additional mixed uses, housing and amenities for the surroundingcommunities. The Residence Districts are located on the exteriorquadrants and provide single family villas, neighborhood parks and localreligious and education facilities. The overall estimated built up area(BUA) for the site is 4.1 million square meters.

AL WA’AB CITY Doha , Qatar 140 Hectare Services Provided Master Planning Urban Design Architectural Design

Al wa’ab city (awc) is a 140 hectare development located in a newly Emerging and attracting part of doha, qatar, relatively close to the traditional Downtown and to locations with new and exciting commercial, cultural and Residential projects. The remarkable energy and vibrancy of the city is placing Qatar in the map, infusing it with an impressive vitality and momentum. Amongst these new developments, al wa’ab city is poised to become a Viable live-work-play option catering to natives and expatriates. It’s projected Population is estimated to be around 10,000 people. When complete, awc Will offer 336,800 square meters of residential uses, 15,900 square meters Of retail program, a 5-star hotel with 25,700 square meters of built area, And 5,670 square meters of office space, all connected by a comfortable and Attractive central promenade, nurtured with family and children friendly Places; embellished with appropriate vegetation, water features, art displays And shading devices; and invigorated with first class retail venues, apartments And multiple complementary uses.

March 20, 2015

SOUTHERN BOULEVA

ALE

WHO LES KET

MAR EET

STR

AL BUSTAN ROAD

ROAD 120

ARD

NTS

&2857<$5' $3$570(176

)

itecture that responds vision:

hould contribute to the s or landscaped parks.

TOP

ort by providing shade, s,

ress pedestrian scale. ld be avoided. Large ell as horizontal facade

within Al Wa’ab City consistent streetscape back and form terraces. e from major streets.

SETBACK LINE / BUILT TO LINE

BUILDING EXPRESSIONS ALONG AL WA’AB AVENUE SHOULD ADDRESS PEDESTRIAN SCALE

STEPBACK RECOMMENDED AT 2~5 STORIES

4 MIDDLE

3 2

BASE

5.0~7.0m

be designed to provide

3m min.

teract most frequently,

WALL/COLUMN MATERIAL ON THE FIRST 3 METERS OF THE BUILDING SHOULD BE WARM TO THE TOUCH AND VISUALLY PLEASING

elcoming and provide Arcades along major 5(7$,/

3.5m min. ARCADE

FACADE SHOULD HAVE A BREAK IN THE EXPRESSION EVERY 2~5 COLUMN BAYS

3('(675,$1 7+528*+ %/2&. &211(&7,21

nted along the major rent treatments. Large avoided.

16 675((7

SETBACK LINE / BUILT TO LINE

he building should use visual pleasure.

story building facade was divided as “base”, de also breaks at three

story building facade was divided as “base”, de also breaks at two

CANOPY ALLOWED TO PROTRUDE SETBACK LINE

BUILDING EXPRESSIONS ALONG AL WA’AB MIDDLE AVENUE SHOULD ADDRESS PEDESTRIAN SCALE

5,$1 7+528*+ 211(&7,21

CANOPY ALLOWED TO PROTRUDE SETBACK LINE

TOP

STEPBACK RECOMMENDED AT 2~5 STORIES

5.0~7.0m

1 3m min.

BASE

WALL/COLUMN MATERIAL ON THE FIRST 3 METERS OF THE BUILDING SHOULD BE WARM TO THE TOUCH AND VISUALLY PLEASING

FACADE SHOULD HAVE A BREAK IN THE EXPRESSION EVERY 2~5 COLUMN BAYS

3.5m min. ARCADE

ARCHITECTURAL DESIGN GUIDELI

+27(/

Large scale building facades should scale. Long and monotonous facades p.

March 20, 2015 Revision

FACADE SHOULD HAVE A BREAK IN THE 5(7$,/ /2%%< EXPRESSION EVERY 2~5 COLUMN BAYS

The diagram on the left depicts the along Al Wa’ab Avenue. The building f

$/ :$ $% $9(18(

SHADING DEVICES

Canopies are necessary shading devices to be placed along the parts of the public and private realms. They should be conceived as tensiled structures to minimize flopping effects caused by wind. Vertical poles should be made of aluminum or stainless steel, incorporating lighting fixtures within its body.

TRIANGULAR CANOPIES 1. Triangle shape tensile shading structure. 2. Curved beam structure to maintain rigidity in the tensil shading. 3. Columns are 9 meter height 4. Shading tensile structure made from metal tense cables and aluminum painted solid shapes.

2. 4.

March 20, 2015 Revision

RETRACTABLE CANOPY 1. Slide wire retractable canopies to allow hot air flushing and sky and star gazing at night. 2. Textile shading structure reinforced with metal cables.

3. Light should be integrated to the vertical structure. 4. Vertical poles should incorporate elements to allow the placement of banners. 5. Frame to be made of aluminum and/or stainless steel elements. 6. Canopies should be place at a minimum of 6.00 meters above finished floor to create a spacious atmosphere and allow for multiple uses

3. 5.

picture reference - caption p.

Al Waâ&#x20AC;&#x2122;ab City Phase 2 Report And Development Guidelines

ORGANIC CANOPY

1. Folding mechanical canopy that retracts depending on the sun. 2. The Canopies should be placed together with different heights and orientations. 3. Metal base structure to manage weight balance of the canopy. 4. Column metal post, height varies from 10 - 7 meters. 5. ETFE (Ethylene tetrafluoroethylene) material for shading. 6. LED lighting fixtures should be incorporated to allow for programmable light color changes.

example ETFE

RESIDE 3.

SERVIC

COMM

picture reference - caption

March 20, 2015 Revision

AL WA’AB CITY HEADQUARTERS OFFICE BUILDING 5,870 commercial GFA (sq. m)

As the most prominent single structure of Al Wa’ab City, the Headquarters Office Building is both a symbol for the project and a showcase for the most advanced building technologies in Doha. It sits apart from the other buildings on Al Wa’ab Avenue as a freestanding object and commands attention from all traffic passing through the intersection of Southern Boulevard and Wholesale Market Street. Its purpose is threefold: to be a captivating form, to showcase high-performance and sustainable design, and to provide a protected, comfortable and inspiring work environment for office workers and their visitors. By creating a truly memorable design the building may indeed become an icon for the future of Doha.

Program: 3 Levels of office space 1 Level of retail/cafe/mercedes benz showroom & exhibit space Secure below-grade parking and service areas Amenities: Sculptural stair and elevator that connects all levels, including parking. Outdoor areas could be used for displays / exhibitions Covered plaza for multipurpose events Dynamic digital screen integrated to the facade

OFFICE

LOBBY & EXHIBITION

T STRE E WHO LESA LE M A RK ET HEADQUARTERS BUILDING

SOUTHERN BOULEVARD

SECOND FLOOR PLAN

THIRD FLOOR PLAN

METAL PANELS PERFORATED METAL FINS GLASS CURTAIN WALL

CAST STONE GLASS CURTAIN WALL

ELEVATION A

PERFORATED METAL FINS

CAST STONE GLASS CURTAIN WALL

CONCRETE COLUMNS

ELEVATION B

ELEVATION C

ELEVATION D

CROSS SECTION SKETCH

CROSS SECTION

LONGITUDINAL SECTION

LEVEL 04

35000 mm

4000 mm

350 mm

28095 mm

PERFORATED PANEL

LEVEL 03

SUN PROTECTION TECHNOLOGY

SHADING FINS

ELEVATION PLAN

DETAIL PLAN

MIRAMAR FBI OFFICE BUILDING Miramar, Florida 375,000 SQF Services Provided Architecture Design Landscape Design

From the architect. Krueck + Sexton Architects have completed a 375,000 square foot, highly sustainable Federal Office Building located at 2030 S.W. 145th Avenue inMiramar, FL. Developed under the GSA Design Excellence Program and occupied by the FBI, the campus buildings are oriented and shaped in response to the local climate, natural environment, and agency needs. As a result, the office building maximizes daylight and views while minimizing energy consumption, and provides a superior workplace for federal agents. Restored natural wetlands of the Florida Everglades make up the majority of the 20-acre site, connecting the campus to its native community while visually integrating highperformance perimeter security features. “Designing the Federal Office Building was a unique opportunity to articulate, in physical form, the values and aspirations of our democracy under GSA’s Design Excellence Program” said Mark Sexton, Founding Principal of Krueck + Sexton Architects. “This building expresses the dignity, enterprise, vigor, and stability of the United States government, while the landscape connects to the native environment by restoring wetlands and vegetation typical of the Everglades.”

The H-shaped office building represents a workplace paradigm that focuses on increased worker effectiveness that is achieved through maximum daylight access and views to the exterior. Two 60-foot wide, undulating multi-story buildings are connected by a link containing meeting spaces that partially enclose 2 central courtyards. The Eastern entry courtyard combines a reflecting pool and more formally composed landscape elements, while the Western courtyard is an extension of the informally designed, restored wetlands for use by employees only.

The all-glass building skin, which allows expansive views over the restored wetlands, consists of insulated window units, which are designed to withstand blast and hurricane impacts. Various glass coatings in combination with exterior perforated metal sunscreens are fine-tuned to maximize interior illumination while controlling excessive perimeter glare and significantly reducing solar gains. Both the office building and its site offer a user and visitor experience unlike any other federal facility. As part of the GSA Art-in-Architecture program, a 23-foot tall cedar sculpture by German-born, Brooklyn-based Ursula von Rydingsvard will be placed in the entry lobby atrium. Ascending the lobby staircase, one will be very close to the body of the sculpture, stimulating a physical and sensory experience. Photovoltaic rooftop systems on the campus parking garage and annex provide nearly 20% of the facilitiesâ&#x20AC;&#x2122; energy use, and the office building is set to achieve a LEED Platinum Core & Shell certification. The campus was designed in anticipation of additional, nearterm sustainability improvements that will allow achievement of a net-zero energy goal by 2030. The $194 million project was designed in seven months, constructed in 30 months, and delivered on budget under a two-phase bridging-design-build delivery method. The phase two Design-Build contractor was Hensel Phelps with Architect of Record Gensler.

SCA ARE NNING A

GUA ARE RD A

MAN TRA P

LAGUARDIA AIRPORT New Jersey, New York Services Provided Architecture Design

The Port Authority of New York and New Jersey has issued an RFP for the replacement of the Central Terminal Building of LaGuardia Airport. Our team, comprised of designers, builders, financial firms, and airport operators, is competing to purchase the asset from the Port. The unique challenge of this framework is that our design is viewed through multiple lenses, whether it is financial performance, operational efficiency, or passenger comfort. In the end, our ability to deliver a timeless, flexible design will be the ultimate judge of the success of this project. Working within the framework of the plan established by the Port, our team views this competition as a way to re-think. An opprotunity to re-think how you create an architectural icon. To re-think how passengers use an airport. To re-think the experinece of travel. And, to re-think the magic of arriving in New York.

Change the paradigm of what the passenger experience at LaGuardia Aiport is today. Serving the largest US market, the airport is one of the worst in the country because of confusing passenger flows, limited retail opportunities, and general overcrowding. The intent is to break each passenger activity into its critical elements and to look for opportunities to create a better experience. By restacking the building to give priority to a common security space, providing natural light against all vertical movement, and using the building roof to create an arrival within the terminal (instead of at the face of the terminal), we believe that this is the terminal of the future.

FORM EVOLUTION

2. NARROWING OF OVERALL ROOF

1. BASELINE ROOF FOLDED

FORM EVOLUTION

4. PERMEABLE ZONES CREATED

3. COMPRESSION OF ROOF

FORM EVOLUTION

5. LIGHT PENETRATION

ARRIVALS LEVEL MER A & B 12515 SF

AIRLINE OPERATIONS 6452 SF

BAG DRIVE THRU 37440 SF

MEP 3855 SF

AIRLINE OPERATIONS 1563 SF BAG DRIVE THRU 33417 SF

MANUAL ENCODING 2918 SF

AIRLINE OPERATIONS 11847 SF

GSE 8872 SF

LOADING DOCK 5153 SF

CONCESSIONS STORAGE 6398 SF

MANUAL ENCODING 4430 SF

BAGGAGE INBOUND ROOM 13827 SF

AIRLINE OPERATIONS 1824 SF

MEP 8912 SF

CONCESSIONS STORAGE 3038 SF

CBRA 2024 SF OVERSIZED BAG CLAIM 1108 SF

AIRLINE OPERATIONS 1808 SF

EDS SCREENING 39781 SF

MEP RESTROOM 1272 SF 808 SF

BAGGAGE SERVICE OFFICE 5312 SF

RESTROOM MEP 1276 SF 803 SF

CIRCULATION 3308 SF

OVERSIZED BAG CLAIM 1076 SF

CBRA 2023 SF

MEP 967 SF

AIRLINE OPERATIONS 9941 SF

BAGGAGE INBOUND ROOM 19834 SF

CIRCULATION 3308 SF MEETER GREETER 5972 SF

PA OPS 8491 SF MER F & G 24394 SF

CIRCULATION 28417 SF

MEETER GREETER 6774 SF CONCESSION - SEATING 2149 SF

CIRCULATION 50139 SF

AIRLINE OPERATIONS 13780 SF

MEP 13780 SF

AIRLINE OPERATIONS 5541 SF

Project North Beach

LGA Alliance

24 48

192

ARRIVALS LEVEL PLAN

Gensler

01/14/14 

2009 Gensler

TICKETING LEVEL

RESTROOM 944 SF

CONCESSION - LANDSIDE 2688 SF

LGA Alliance Gensler

MEP 3633 SF CHECK-IN QUEUE 3685 SF

CHECK-IN CIRCULATION 21701 SF

FULL SERVICE BAG DROP 2373 SF CHECK-IN QUEUE 3679 SF

RESTROOM 914 SF

CONCESSION - LANDSIDE 2690 SF

Project North Beach TICKETING LEVEL PLAN

24 48

192

01/14/14 

2009 Gensler

CONCOURSE LEVEL

HOLD ROOM 13440 SF MEP 677 SF

RESTROOM 2118 SF AIRLINE OPERATIONS 844 SF MEP 1324 SF

HOLD ROOM 4411 SF

HOLD ROOM 4561 SF

HOLD ROOM 12882 SF MEP 858 SF RESTROOM 2108 SF

CONCESSION 3844 SF CONCESSIONS - STORAGE 368 SF HOLD ROOM 2289 SF CONCESSION 3140 SF

HOLD ROOM 2341 SF

CONCESSION 2616 SF HOLD ROOM 2322 SF

HOLD ROOM 4748 SF HOLD ROOM 2284 SF

HOLD ROOM 2281 SF MEP 3810 SF

AIRSIDE CIRCULATION 159646 SF

CONCESSION 3033 SF

CONCESSION 6562 SF

HOLD ROOM 3650 SF CONCESSION 3019 SF

CONCESSION ? ?615 SF

CONCESSION 1699 SF

HOLD ROOM 2088 SF

CONCESSION - SEATING 955 SF HOLD ROOM 2000 SF

HOLD ROOM 3580 SF CONCESSION 2124 SF

CONCESSION 835 SF

CONCESSION 4933 SF

CONCESSION 1674 SF

CLUB 1064 SF

CONCESSION RESTROOM 2878 SF 2027 SF

CONCESSION 15426 SF

RESTROOMCONCESSION 1701 SF 3170 SF

CLUB 1027 SF

CONCESSION 1999 SF

MEP 314 SF

MEP 102 SF

CONCESSION 1424 SF

RESTROOM 1978 SF

TERMINAL C CONNECTOR 8899 SF HOLDROOM 8243 SF

Project North Beach

LGA Alliance

24 48

192

CONCOURSE LEVEL

Gensler

01/14/14 

2009 Gensler

SECURITY LEVEL

RESTROOM 1506 SF

CONCESSION 4792 SF

CONCESSION 1486 SF

CLUB 22679 SF CONCESSION 4127 SF

TSA OFFICES 3818 SF

TSA SSCP ADJACENT TSA COORDINATION SUPPORT CENTER TSA 1106 SF 2195 SFSCREENING SUPPORT 1285 SF CONCESSIONRESTROOM 1412 SF 1287 SF

CIRCULATION 44222 SF

LGA Alliance Gensler

CONCESSION 3997 SF

CONCESSION 4795 SF

CIRCULATION 25211 SF RECOMPOSURE ZONE 8509 SF SECURITY SCREENING 17776 SF

RESTROOM 1501 SF

CLUB 22074 SF CONCESSION 3996 SF

CONCESSION 4128 SF TSA SCREENING SUPPORT 1292 SF TSA TSA SSCP TRAINING ADJACENT 4620 SF SUPPORT 1109 SF RESTROOM 1408 SF

CONCESSION 2700 SF

SECURITY QUEUE 14815 SF

Project North Beach SECURTIY LEVEL PLAN

24 48

192

01/14/14 

2009 Gensler

ROYAL RATCHADAMRI TOWER Bangkok, Thailand

Situated in the heart of the Ratchaprasong District of Central Bangkok, The Royal Ratchdamri mixed-use tower springs from the ground like the magnolia flower which was the design inspiration. The residential tower rises from a podium of retail, hotel and condominium lobbies, meeting spaces, and garden terraces. The tower follows a design thinking informed by the environment, local culture, and a mastery of the urban condition of the site. The form of the tower balances the lyrical with the tectonic. Efficient elliptical shaped floor plates optimize the views for the residents and hotel guests. Overhangs and overlapping layers of fins or petals protect occupants from sun and glare. This deep shading informed by Thai traditional architecture with its large overhangs and porches, has been re-imagined in high rise living. The flowing twisting veil not only provides deep shading, but it also opens up prominent views to the Royal Bangkok Sports Club and dramatic city views. The tower meets the sky as an open flower, gaining energy from the sun with a roof of photovoltaic panels. Water usage is conserved by collecting and reusing rain waterâ&#x20AC;&#x201D;lowering the dependence on potable water. The podium base is shaped to create two meaningful green spaces with pedestrian paths designed to enliven the ground plane and strengthen connections throughout the site. The Royal Ratchdamri Tower truly is a dazzling and inspiring new Bangkok landmark.

the royal ratchdamri | 09.24.2010

big idea

The design is informed by the environment, local culture, and a mastery of the urban condition of the site. The form of the tower balances the lyrical with the tectonic. Efficient, elliptical shaped floor plates optimize the views for the residents and hotel guests. Overhangs and overlapping layers of fins or petals protect occupants from sun and glare. This deep shading informed by Thai traditional architecture with its large overhangs and porches, has been re-imagined in high rise living. The twisting veil not only provides deep shading, but also opens up prominent views to the Royal Bangkok Sports Club and dramatic city views. The tower meets the sky as an open flower, gaining energy from the sun with a roof of photovoltaic panels. Water usage is conserved by collecting and reusing rain waterâ&#x20AC;&#x201D;lowering the dependence on potable water. The podium base is shaped to create two meaningful green spaces with pedestrian paths designed to enliven the ground plane and strengthen connections throughout the site.

Concept Diagram Magnolia

Structure

Ventilation

Site

Views

CONDO DROP-OFF

WEST COURTYARD

COND

O LOBB

HOTEL PARKING EXIT (GARAGE ABOVE)

RETAIL HOTE L LO

BALLROOM LOBBY

ATRIUM

BBY

BOH

EAST COURTYARD HOTEL DROP-OFF

STATUE OF KING RAMA

CONDO PARKING TRAFFIC (GARAGE BELOW)

BALLROOM DROP-OFF

HOTEL PARKING ENTRANCE (GARAGE ABOVE)

SITE PLAN

Program Distribution & Summary SKY BAR LOUNGE

CONDO 350 UNITS

BALLROOM SERVICE

BALLROOM

CONDO AMENITIES

HOTEL 180 KEYS

HOTEL LOBBY

ALUMNI ASSOCIATION RETAIL LOBBY RETAIL

PARKING

Sustainability Strategy

Construction Picture

Green Concept Statement The tower will function as a living machine responding to the physical environment. It will collect rain water, and control daylight, and capture energy from the sun. Location While the tower itself has its own high sustainable aspirations, it also fits into a larger environmental plan. The previously developed site will host a compact footprint efficiently using the available land. With the dense urban location comes a healthy selection of local amenities within walking distance. Residents and guests are encouraged to walk, bike, carpool, or take the sky train whenever possible. Energy Many aspects of the building work together to reduce the overall energy demand. A series of fins on the faรงade, shading devices, and deep overhangs work in concert to reduce the energy demands of the building while still allowing natural daylight. In addition to water collection, the funnel at the top of the building will collect energy from the sun using either photovoltaic panels to capture and store energy, or solar hot water pipes to provide supplemental hot water supply for the building reducing energy usage even further.

BREAD BOND Washington DC -100,000 SF office space -Approximately 50,000 to 60,000 GSF of retail -Retail to include Food Hall, 20,000 â&#x20AC;&#x201C; 25,000 GSF Services provided Site Documentation and Analysis, and Architectural Density Study

Project Description & Program: The goal of this scope is to provide the Owner with a study of converting the existing buildings to: -Parking: Per zoning/per use -Review of Historic preservation issues -Bond Bread Building: o Increase density to provide at least 100,000 SF office space -WRECO Building: -Approximately 50,000 to 60,000 GSF of retail -Retail to include Food Hall, 20,000 â&#x20AC;&#x201C; 25,000 GSF -Provide as much residential density as possible, after allocating SF for retail and office. I. SCOPE OF SERVICES The following Scope of Services is organized into two parts: Site Documentation and Analysis, and Architectural Density Study, and Presentations. We will provide planning and architectural design services as described below. No other consultant services, such as Landscape Architect, MEP Engineer and Structural Engineer, will be provided at this time.

SITE EVENT SPACE RESIDENTIAL SCHOOL OFFICE

W STREET NW

GEORGIA AVENUE NW

FLO

10TH STREET NW

V A A EN UE

8TH ST NW

RID 9:30 CLUB

V STREET NW

ATLANTIC PLUMBING

V STREET NW SHAW MIDDLE SCHOOL

U STREET MUSIC HALL

ATLANTIC PLUMBING

HOWAR

E N W

U STREET NW

S IT Y

AVE

U STREET METRO

ER D U N IV

VER

9TH STREET NW

11TH STREET NW

THE SHAY

IDA

T STREET NW

SHAW AW METRO TRO

6TH STREET NW

7TH STREET NW

8TH STREET NW

WeWork CO-WORKING

WILTBERGER ST NW

HOWARD THEATRE

VICINITY MAP

2112 & 2146 GEORGIA AVE NW

A-2

11.26.2017

9:30 CLUB THEATRE

ATLANTIC PLUMBING

CONNECTION TO HOWARD UNIVERSITY

MAIN COMMERCIAL STRIP WITH CREATIVE WORKING HUBS FOR STUDENTS

FRAMING HISTORICAL FACADE AND ATTRACTING VISITORS WITH RETAIL COMPONENTS

8TH ST NW

4 RESIDENTIAL

6 WRECO BUILDING

BOND BREAD BUILDING

5 V ST NW

RETAIL

STREET CONNECTION

RETAIL

2 GEORGIA AVE NW

COMMERCIAL 1 HOWARD UNIVERSITY

RESIDENTIAL STRIP

EMPHASIZING DISTINCTION BETWEEN EXISTING PROPERITES

MAINTAINING AUTHENTICITY OF HISTORIC STRUCTURE

1: EXISTING BUILDING

2: RESIDENTIAL BLOCK

3: FRAMING WRECO

4: ELEVATE RESIDENTIAL

5: EXPANDING SIGHTLINE

6: BRIDGE CONNECTION

DIAGRAM - FORMAL STUDY

2112 & 2146 GEORGIA AVE NW

A-7

11.26.2017

MARKET EXPERIENCE CENTRAL AXIS CREATE A CONNECTING PLAZA, OPEN SPACE ENVIRONMENT

1: RESIDENTIAL MASS

EXTERIOR INTERIOR EXPERIENCE THROUGH THE OPEN SPACE BY INCORPORATING LANDSCAPE AND ENHANCING PUBLIC ACTIVITIES.

2: FRAMING WRECO

3: EXPANDING SIGHTLINE

CONNECTION TO GEORGIA AVENUE, V STREET, AND 8TH STREET THROUGH RETAIL

DIAGRAM - FORMAL STUDY

2112 & 2146 GEORGIA AVE NW

A-6

11.26.2017

SHOP REST MEET ORGANIC COMMUNITY REWARDING SOCIALIZE

LOCAL

OPEN

2112 & 2146 GEORGIA AVE NW 11.26.2017

MARKET ENTRANCE N

SCALE: 1”=20’-0”

2112 & 2146 GEORGIA AVE NW 11.26.2017

SCALE: 1”=20’-0”

MARKET CONCEPT PLAN @ P1 LEVEL A-20

OFFICE

RESIDENTIAL

MARKET

OFFICE

& 2146 GEORGIA AVE NW

017

RETAIL

RESIDENTIAL

AXON - SE CO

RESIDENTIAL

MARKET RETAIL

2112 & 2146 GEORGIA AVE NW N

11.26.2017

EXTERIOR VIEW

Tasks: - Study ground floor footprint for retail, residential & office lobby, and service access. - Study layouts for below-grade parking levels. - Study typical upper floor plans for each use. - Meet with the Owner four (3) times. Deliverables will include the following drawings: - Ground floor plan / Site Plan. - Typical parking floor plan(s). - Typical upper floor plan(s). - Zoning GSF area and building data charts. - Two architectural 3-D views of the proposed massing.

N 89

NAT GEO Washington DC Services provided Architecture

The site is the National Geographic Campus Headquarters located in Northwest, Washington DC along the Southern side of M street NW, between 16th St NW and 17th St NW. The campus is currently occupied by complex of four buildings built between the early 1900s and 1980s with a large belowgrade structure that extends 4 levels. The first level below grade, the “GP” level, houses both office and parking uses. Levels P1-P3 below are all below grade garage space. At ground level, an existing courtyard is located between the 17th St and M St buildings – a portion of this courtyard is directly above the GP structure, a portion is on grade. The scope of this narrative includes: - Phase 1: A bridge that connects the M street Building and the 17th Street building at Level 02 - Phase 2: A two-story Pavilion that connects these buildings at the ground floor within the courtyard. A new courtyard Ground Floor changes to the existing building facades and structure Changes to perimeter landscaping and streetscape

D E SI G N

CURVED RIBBON

C A M P US

N AT I O N A L G EO G R A P H I C

Ground Plane create a cohesive campus identity

Porgrammed Pathway tie site together with the streetscape

Activate program interior spaces to activate courtyard.

Gateway announce the campus center along M street

P U B L I C S PAC E D E S I G N

SITE ACCESS/ ANALYSIS -PRIMARY PEDESTRIAN APPROACH FROM 17TH STREET -CURRENT CONDITION: DISJOINTED, TOO MANY ENTRIES, NO SENSE OF ENTRY AT M, TREES BLOCK VIEWS AND ENTRIES, NEED CLEAR AND CONSISTENT BRANDING AND SIGNAGE ALONG PROPERTY PERIMETER -CONCLUSION: NEED TO THINK ABOUT THE PEDESTRIAN EXPERIENCE FROM THE PERIMETER AS WELL AS 2 BLOCKS AWAY, DE-EMPHASIZE OTHER ENTRANCES -DESIGN CHALLENGE â&#x20AC;&#x201C; TO ANNOUNCE NATIONAL GEOGRAPHIC ALONG 17TH BUT DIRECT THEM TO M AS THE MAIN ENTRANCE POINT/ GATEWAY TO THE CAMPUS

NAT I O NAL G EO G R APH I C

PUB LI C SPACE D E SI G N

APH I C

multi - stage

main stage

center focus

farmers market

PUB LI C SPACE D E SI G N

curved ribbon

big event

THE RED CARPET

UB LI C SPACE D E SI G N

NAT I O NAL G EO G R APH I C

PUB LI C SPACE D E SI G N

D RIBBON

O NAL G EO G R APH I C

PUB LI C SPACE D E SI G N

URVED RIBBON

I O NAL G EO G R APH I C

PUB LI C SPACE D E SI G N

250 W PRATT Baltimore, MD Services provided Architecture - Construction Administration

SCOPE DESCRIPTION Based on the documents listed above, we understand the design work to include the following areas/items: • Building Entry New, three-story, point-supported glass wall with vestibule and canopy to replace the existing glass entry Large “frame” element surrounding existing three-story opening • Ground Floor Retail 2-3 retail shells, approximately 1,250 SF, 2,500 SF, and 4,500 SF Designed as a warm, dark, shell Façade modifications at the retail level to include New glazing “Eyebrow” element Coordination w/ signage vendor for connections and power Signage is not included in this scope MEP considerations for outdoor air and exhaust • Lobby Upgrades New finishes throughout Monumental stair connecting to new mezzanine level and 2nd floor New security/concierge desk New bike/room amenity behind reception desk FF&E • Second Floor Amenity Lounge space Fitness center and shower/locker rooms Conference center

T A V

LOGAN CIRCLE

N S T REET

NEW YORK AVE/ DUNBAR REC CENTER

THOMAS CIRCLE

THE SITE

M S T REET SHERATON

TTS

ELDON

MT VERNON SQUARE

K S T REET FRANKLIN SQUARE

4 POINTS SHERATON

THE SITE

DC CONVENTION CENTER

WASHINGTON MARRIOTT MARQUIS

EN EY AV

L S T REET

MORRISON CLARK

JE RS

NE W

K S T REET

SITE EYE S T REET

CITY CENTER

H S T REET WASH. GRAND MARRIOTT HYATT

CHINATOWN ARCH

REAGAN BUILDING

5TH STREET

JUDICIARY SQUARE

3RD STREET

SHAKESPEARE THEATRE

6TH STREET

FBI

7TH STREET

IA AV EN U

8TH STREET

11TH STREET

12TH STREET LV AN

9TH STREET

N SY

10TH STREET

13TH STREET

14TH STREET

PE N

expansive views northwest, OLD dome of the basilica at catholic university (upperPOST right) RONALD

SPY HOTEL MUSEUM MONACO

FORDâ&#x20AC;&#x2122;S THEATRE

NATIONAL BUILDING MUSEUM

4TH STREET

G S T REET

VERIZON CENTER

PORTRAIT GALLERY

WARNER THEATRE

UNIO

N ST ATIO

MLK JR LIBRARY

395

E S T REET

D S T REET expansive views north, the portrait gallery to the south is On axis with mt. vernon the carnegie library at mt. vernon square & the convention center square and the carnegie library

OFFICE

DEPARTMENT OF JUSTICE

800K

NATIONAL ARCHIVES

NEWSEUM

800 K STREET NW FEASIBILITY STUDY: NEW TROPHY-CLASS BUILDING

A Placemaker The Ingenuity and wonder that Baltimore has Historically Possessed - to reinvent onself over and over - has transcended to the new spirit of reinventiong pratt street - Beginning at 250.

HOTEL INSTITUTIONAL

09.29.2014

Front royal arena, Hippodrome theatre, MT. Vernon

PARKING ENTRY

Rear entry

DAYS INN HOTEL

Parking garage

Loading & alley

Si t e

Easement

Outdoor dining

Main lobby Future retail Hilton& Marriot Universit y of MD, BALLPARK DINING, PIGTOWN

Site analysis

Downtown Baltimore

Hopkins place

Howard Street

HOLIDAY INN HOTEL

Views

To Lexington Market

10 min.

Outdoor dining Outdoor dining

District Courthouse

Pratt st. ale house

Tourism, Shopping, GOV T.. OFFICES

Outdoor dining

PRATT Street

>>1-way>>

Pick up & drop off

7 min.

6 min.

To inner harbor

To universit y Of MD

T Light rail station

Convention center Street wall

V ie w s

B a l l pa rk His t oric + indu s t r i a l

HISTORIC RAIL LINE

Fast casual

V ie w s

Inner h a rb or SOM 1980â&#x20AC;&#x2122;s Ciarchitecture t y + wat erf ron t

To m&t Stadium

i-395, i-95

250 W PRATT ST.

13 min.

Concept study

Baltimore, MD

01.18.2017

FRONT VESTIBULE EXISTING

250 W PRATT ST. Baltimore, MD

Concept study

01.18.2017

250 WEST PRATT BALTIMORE, MD 12.07.2017

1/2" GAP

1" SLAT MT-1 1 1/2" DIAM. HANDRAIL MT-1 1 1/2" DIAM. HANDRAIL

5/8" POST MOUNTED HAND 5/8" POST RAIL MOUNTED HAND RAIL BRACKET BRACKET

1" X 1 1/2" STEEL TUBE 1" SUPPORTING X 1 1/2" STEEL TUBE SUPPORTING HANDRAIL AND GUARDRAIL HANDRAIL AND GUARDRAIL

1 1/2"

MT-1 1 1/2" DIAM. HANDRAIL MT-1 1 1/2" DIAM. HANDRAIL 5/8" POST MOUNTED HAND 5/8" POST RAIL MOUNTED HAND RAIL BRACKET BRACKET

3'-0"

1" X 1 1/2" STEEL TUBE 1" SUPPORTING X 1 1/2" STEEL TUBE SUPPORTING HANDRAIL AND GUARDRAIL HANDRAIL AND GUARDRAIL

WD-4

STONE FINISHST-2

1" X 1 1/2" VERTICAL STEEL 1" X 1TUBE 1/2" VERTICAL STEEL TUBE SUPPORTING HANDRAIL SUPPORTING AND HANDRAIL AND GUARDRAIL GUARDRAIL

5'-8 1/2"

3 1/8"

7" TYP.

3 7/8"

7" TYP.

1'-6 " ST RU CT .

1" X 1 1/2" STEEL TUBE 1" SUPPORTING X 1 1/2" STEEL TUBE SUPPORTING HANDRAIL AND GUARDRAIL HANDRAIL AND GUARDRAIL

ST-2

WD-4 1" X 1-1/2" WOOD SLATS1"AT X 1-1/2" GUARDRAIL WOOD SLATS AT GUARDRAIL

ST-2

STONE FINISHST-2

P-2

P-2ANGLES STEEL PAN AND STEEL PAN AND ANGLES

P-2

P-2 2" X 2" STEEL TUBE

STONE FINISH

1'-0" TYP. 1/2" GROUT

1'-0" TYP.

SE E

1'-6 " ST RU CT .

3 7/8"

3 1/8"

WD-4

1/2" GROUT

1-1/2" CONCRETE INFILL1-1/2" CONCRETE INFILL STEEL PAN

STEEL PAN

P-2

P-2 2" X 2" STEEL TUBE

2" X 2" STEEL TUBE 1" X 1 1/2" STEEL FRAME 1" SUPPORTING X 1 1/2" STEEL FRAME SUPPORTING HANDRAIL AND GUARDRAIL. HANDRAIL AND GUARDRAIL.

P-2

3 P-2REFER STEEL STRINGER, STEEL TO STRUCT. STRINGER, REFER TO STRUCT.

1 1/2"

1" X 1 1/2" STEEL FRAME 1" SUPPORTING X 1 1/2" STEEL FRAME SUPPORTING HANDRAIL AND GUARDRAIL. HANDRAIL AND GUARDRAIL.

2" X 2" STEEL TUBE

P-2 AT1-1/2" 1-1/2" STEEL ANGLE BOTHSTEEL SIDESANGLE AT BOTH SIDES 1'-6"

P-2

1'-6"

1 1/2"

2" 1 1/2"

P-2

LOBBY STAIR LOBBY DETAIL STAIR DETAIL B5 1 1/2" = 1'-0" B5 1 1/2" = 1'-0"

P-2REFER STEEL STRINGER, STEEL TO STRUCT. STRINGER, REFER TO STRUCT.

WD-4 1" X 1-1/2" SOLIDWD-4 WOOD1"SLATS X 1-1/2" SOLID WOOD SLATS P-2

WD-4 1" X 1-1/2" SOLIDWD-4 WOOD1"SLATS X 1-1/2" SOLID WOOD SLATS

1" X 1 1/2" STEEL P-2 FRAME 1" SUPPORTING X 1 1/2" STEEL FRAME SUPPORTING WOOD SLATS WOOD SLATS

INTERIOR ELEVATIONS - SHEET NOTES

INTERIOR ELEVATION SHEET NOTE NO. 1

INTERIOR ELEVATION SHEET NOTE NO. 2

INTERIOR ELEVATION SHEET NOTE NO. 3

INTERIOR ELEVATION SHEET NOTE NO. 4

INTERIOR ELEVATION SHEET NOTE NO. 5

LOBBY STAIR LOBBY GUARDRAIL STAIR GUARDRAIL DETAIL DETAIL B4 1 1/2" = 1'-0" B4 1 1/2" = 1'-0"

GUARDRAILGD B3 1 1 1/2" = 1'-0" D Hickok Cole Architects Inc. 1023 31st Street, NW Washington, DC 20007

FINISH - GENERAL NOTES & LEGEND 1. 2. 3. 4. 5. 6. 7.

FINISHES TO BE OF THE SAME PRODUCTION RUN. REFER TO SPECIFICATIONS FOR ADDITIONAL FINISH INFORMATION. ALL WALLS TO BE PAINTED PT-1, UON. PROVIDE TRANSITION STRIPS AND THRESHOLDS AS REQUIRED. ARCHITECT TO APPROVE. FINISH LOCATIONS AND START/STOP POINTS TO BE REVIEWED WITH ARCHITECT IN FIELD PRIOR TO INSTALLATION. REFER TO ELEVATIONS FOR ADDITIONAL INFORMATION. ROOM FINISH DESIGNATIONS AS LISTED BELOW UON.

P-3 B-1 C-1

E 1'-0"

28'-0" EQ

Sim

A3 A-705

Sim

WD1

TL-2

WD1 EXISTING GLASS GUARDRAIL TO REMAIN

OPEN TO BEYOND

LEVEL MEZZAN 11'-9

P-1

LEVEL LOUN MEZZAN 1

4'-2"

P-1

DESCRIPTION

B-1

VIF

4'-2"

8'-7"

1'-0"

WD-4

DESIGN DEVELOPMENT SET

A4 A-705

CONSULTANT

WALL FINISH BASE FLOOR FINISH

250 WEST PRATT ST., BALTIMORE, MD 21201

P 202.667.9776 F 202.667.2260 www.hickokcole.com

250 WEST PRATT - BUILDING RENOVATION

DATE 8'-0"

WD-1 OPEN TO BEYOND

4'-0" TYP.

B3 A-703

ST-2

Sim

GL-1

2017-12-29

A5 A-704

2'-0" TYP. 8'-3 1/2"

WD-1

A ALIGN

ST-2

ALIGN

GROUND LEVEL GROUND LEVEL 0" 0"

ALIGN

ST-2

ELEVATIONS - LOBBY

2'-10"

B-1

WD-4 OPEN TO BEYOND

DRAWING TITLE

C:\Revit Local Files\16104 - 250 WEST PRAT_CENTRAL_CD_hmontalvo.rvt

OPEN TO BEYOND

WD-1

OPEN TO BEYOND

8'-4 1/4"

OPEN TO BEYOND

STAMP

SECTION DETAIL SECTION THRU DETAIL STAIR'S THRU FIRST STAIR'S STEPS FIRST STEPS A5 1 1/2" = 1'-0" 1 1/2" = 1'-0" B-1

A4 A-701

ALIGN

SECTION DETAIL SECTION STAIR DETAIL TOP LANDING STAIR TOP @LANDING MEZZANINE @ MEZZANINE A4 1 1/2" = 1'-0" 1 1/2" = 1'-0" B-1

PROJECT NO.

16104

DRAWN BY:

Author

A5x51 A-561 9'-6"

10' - 0"

5 ELEVATION - LOBBY - NORTH WALL

30' - 0"

10' - 3"

SCALE:

9' - 6"

As indicated DATE:

12.29.2017 DWG. NO.

Architects Inc.

4/26/2018 2:51:52 PM

1" SLAT 1/2" GAP

STAIR DESIGN - DETAILS

A-11

1A-561 MT-2

MT-2

PROVIDE 2" DIAM. CUT-OUT WITH GROMMET. TYP

ST-2 4'-3 3/4"

2'-4"

4'-3 3/4"

C5 1A-562

1'-10 1/2"

1'-6 1/2"

2'-4"

Hickok Cole Architects Inc. 1023 31st Street, NW Washington, DC 20007

DEPRESSED SURFACE FOR MONITORS & EQUIPMENT

2'-10"

PL-2

2'-4"

2'-10"

EPOXY BUTT JOINTS TYP.

P 202.667.9776 F 202.667.2260 www.hickokcole.com CONSULTANT

3 1/2"

7 1/8"

ST-2

8'-0"

A2 1A-562

9'-0"

A5 1A-562

MITOR JOINTS AT CORNER TYPICAL

9'-0"

250 WEST PRATT ST., BALTIMORE, MD 21201

A4 1A-562

B2 1A-562

250 WEST PRATT - BUILDING RENOVATION

ST-2

1'-6"

1'-2"

3 1/2"

10"

1A-562

2'-0"

FRONT DESK PLAN 1" = 1'-0"

C 28'-0" 9'-0"

9'-0" ROVABLE PANEL AT EACH SIDE TYP.

A2 1A-562

A5 1A-562

A4 1A-562

DEPRESSED SURFACE TYP. CABLE MANAGEMENT TRAY TYP

B2 1A-562 ST-2

REFER TO DEVICE PLAN FOR MORE INFO.

MT-2

ST-2

PL-2 PL-2

PL-2

ST-2

PL-2

GROUND LEVEL 0"

6'-1 1/2"

2'-9"

6'-1 1/2"

1'-6"

1 2 3

1'-6"

3 1/2"

HEATER, REFER TO MECH PLANS FOR MORE INFO.

2'-0"

DATE

PL-2

1'-2"

ST-2

1'-2"

PL-2

3 1/2"

PL-2 3 1/2"

DESCRIPTION

PL-2

2'-2 1/2"

3'-6"

DESIGN DEVELOPMENT SET PHASE 1E CD PROGRESS SET PHASE 1E 100 % PERMIT AND CD SET

ST-2

PL-2

ST-2

1'-0"

MT-2

2017-12-29 2018-05-31 2018-06-08

FRONT DESK ELEVATION NORTH 1" = 1'-0"

ENLARGED RECEPTION DESK DETAILS

28'-0"

B2 1A-562

A4 1A-562

A5 1A-562

A2 1A-562

STAMP

2'-3"

3'-6"

MT-2

ST-2

Author SCALE:

EPOXY BUTT JOINTS TYP.

8'-0"

9'-0"

PROJECT NO.

16104

DRAWN BY:

GROUND LEVEL 0" 4"

1" = 1'-0"

2'-0"

DATE:

DWG. NO.

1" = 1'-0"

6/8/2018 5:05:04 PM

12.29.2017

FRONT DESK ELEVATION SOUTH 5

A5 1A-562

A2 1A-562

PROVIDE CABLE MANAGEMENT TRAY FOR WIRES

2'-0"

A4 1A-562

MONITOR LOCATION

PROVIDE 2" DIAM. CUT-OUT WITH GROMMET. TYP

18'-0"

C:\Revit Local Files\16104 - 250 WEST PRAT_CENTRAL_CD_hmontalvo.rvt

1'-0"

DRAWING TITLE

CUT-OUT LOGO USE FONT PROXIMA NOVA EXTRA CONDENSED (EXTRABOLD)

1A-561

B2 1A-562

REFER TO DEVICE PLAN FOR MORE INFO. QUAD OUTLET AND DATA PORT PAIRED AND LOCATED EACH SIDE OF CENTER SUPPORT

8'-0"

1'-0"

Hickok Cole Architects Inc. 1023 31st Street, NW Washington, DC 20007 PL-2

4'-3 3/4"

P 202.667.9776 F 202.667.2260 www.hickokcole.com

4'-3 3/4"

3'-6"

CONSULTANT

ST-2

PL-2

3 1/2"

2'-6"

ST-2

PL-2

ST-2

250 WEST PRATT ST., BALTIMORE, MD 21201

FRONT DESK SECTION SOUTH 1" = 1'-0"

C5 1A-562

4'-0"

2'-2 1/2"

MT-2

ST-2

GROUND LEVEL 0"

4'-2"

GROUND LEVEL 0"

1 2 3

4'-2"

DATE

GROUND LEVEL 0"

MT-2

3 1/2"

ST-2

4'-2"

ST-2

3 1/2"

ST-2

3 1/2"

MT-2

42"

DESCRIPTION

1'-0" 2'-2 1/2"

4'-0"

1'-0"

2'-2 1/2"

4'-0"

C5 1A-562

DESIGN DEVELOPMENT SET PHASE 1E CD PROGRESS SET PHASE 1E 100 % PERMIT AND CD SET

250 WEST PRATT - BUILDING RENOVATION

GROUND LEVEL 0"

REMOVABLE PLAM/MDF PANEL TO ACCESS WIREWAYS AND INSTALL THE DESK

2017-12-29 2018-05-31 2018-06-08

ST-2

1" = 1'-0"

FRONT DESK ELEVATION EAST

C5 1A-562

10 1/4"

STONE SURFACE COUNTER ON 1 1/4" ST-2

10 1/4"

MELAMINE INTERIOR 3/4" ADJ. P-LAM SHELF, PLAM @ ALL EXPOSED SURFACES

GROUND LEVEL 0"

42"

PLAM BASE TO MATCH ADJACENT PLAM SURFACE

1 7/8"

STAMP

STEEL TUBES RUNNING BACK INTO WALLS AT EITHER SIDE TO TIE BACK TO ADDITIONAL SUPPORT.

27"

42"

2'-2 1/2"

PRE-DRILLED HOLES @ 3" O.C. W/ HEAVY DUTY SHELF PINS, TYP

PROVIDE CABLE MANAGEMENT TRAY REMOVABLE PLAM/MDF PANEL TO ACCESS WIREWAYS AND INSTALL THE DESK

BLOCKING AS REQUIRED

1 7/8"

PROVIDE 2" DIAM. CUT-OUT WITH GROMMET. TYP

HANDLE PULL, TYP.

FULLY CONCEALED 170 DEGREE OPENING HINGES, TYP.

3 1/2"

42" 31" 4 1/8"

PLAM DOOR, PLAM ON 3/4" SUBSTRATE AT EXPOSED AND SEMI-EXPOSED SURFACES

APPLY FINISH ON ALL EXPOSED SURFACES TYP. PL-2

3 1/4"

3/4" P-LAM DRAWER, PLAM @ ALL EXPOSED SURFACES, MELAMINE INTERIOR & HEAVY DUTY FULL EXTENSION GLIDES

HANDLE PULL, TYP.

3" TYP.

1'-0"

STEEL TUBE SUPPORT & FRAMMING

DRAWING TITLE

3" 1'-0"

STEEL TUBE SUPPORT & FRAMMING

2'-2 1/2"

1" = 1'-0"

C5 1A-562

1'-3 1/4"

CLEAR SILENCERS ON DOOR, TYP.

3 1/2"

C:\Revit Local Files\16104 - 250 WEST PRAT_CENTRAL_CD_hmontalvo.rvt

1'-10 1/2"

FRONT DESK SECTION WEST

STONE SURFACE COUNTER ON 1 1/4" ST-2

CUT-OUT LOGO USE FONT PROXIMA NOVA EXTRA CONDENSED (EXTRABOLD) LINEAR LIGHT FOR CUT-OUT LOGO

10 1/4"

1" = 1'-0"

ENLARGED RECEPTION DESK DETAILS

FRONT DESK ELEVATION WEST

2'-2 1/2"

GROUND LEVEL 0"

1 7/8"

GROUND LEVEL 0"

PROJECT NO.

16104

DRAWN BY:

Author SCALE:

FRONT DESK BASE CABINET 1" = 1'-0"

FRONT DESK DRAWERS 1" = 1'-0"

1" = 1'-0"

FRONT DESK WORK COUNTER

DATE:

12.29.2017

1" = 1'-0"

16 Hickok Cole Architects Inc.

/2018 5:05:04 PM

DWG. NO.

1A-562

B1 1A-563 1'-0"

28'-0"

1'-0"

27'-10 5/8"

MT-3

3 7/8"

1 3/8"

MT-3

Hickok Cole Architects Inc. 1023 31st Street, NW Washington, DC 20007 P 202.667.9776 F 202.667.2260 www.hickokcole.com

4'-0"

3'-4 1/8"

A5 1A-563

CONSULTANT

1" = 1'-0"

A1 1A-563

3 1'-6 1/4"

3 7/8"

3 3/8" ST-1

MT-3

MISC. MTL ANGLE

LED SCREENS

1'-0"

1/8" GAP AROUND LEDS TYP.

1'-11 3/4"

1/8" SEALANT JOINT TYP.

1'-11 3/4"

MT-3

1/4" THICK PAINTED SS STEEL ANGLE

3 5/8"

MT-3

1/4" THICK PAINTED SS STEEL ANGLE

SEALANT JOINT MISC. MTL ANGLE

1/8" GAP AROUND LEDS TYP.

ST-1

STONE FINISH

3 3/8"

3'-4 1/8" 4'-0"

A3 1A-563

STONE FINISH

1/8" GAP BETWEEN STONE AND WOOD PANELS

LED SCREEN'S POWER CORD

DESCRIPTION

MT-3

LED SCREEN FASTENERS 3/4" FRT PLYWOOD

LED SCREEN FASTENERS

3 7/8"

MT-3

LED SCREENS

1'-6 1/4"

3/4" FRT PLYWOOD

WALL ASSEMBLY AS SCHEDULED

1" = 1'-0"

PLAN DETAIL - LED SCREEN

1 1/2" = 1'-0"

SECTION DETAIL - LED SCREEN 1 1/2" = 1'-0"

1 2 3

ELEVATION - LOBBY -BEAM LOCATION - LED SCREEN

DATE

3 D

11 7/8"

2'-1 7/8" 10"

4 1/2"

1/8"

11 1/4"

MT-3

11'-8 1/2"

1/8" GAP AROUND LEDS TYP.

11'-1 1/2"

LED SCREEN'S POWER CORD

6 3/4"

1" SLOT FOR VENTILATION

WD-1 1 1/2" 2 1/2"

3 1/4"

3 7/8"

1'-11 3/4"

WOOD SLATS (BEYOND)

LED SCREENS

1'-11 3/4"

DRAWING TITLE

6 3/4"

1 1/2"

LED SCREEN FASTENERS

MT-3 3/4" FRT PLYWOOD

2'-10"

4'-0 1/8"

LED SCREENS 1/8" GAP AROUND LEDS TYP. 1/4" THICK PAINTED SS STEEL ANGLE

MISC. MTL ANGLE

STAMP

B3 1A-563

METAL TUBE FOR LED SCREEN CABLE CONDUCTS WITH VENEER FINISH

6 3/4"

1/8" GAP AROUND LEDS TYP.

1/8"

MT-3

3 3/4"

1'-2 1/2"

6 3/4"

3 3/8"

6 3/4"

3'-4 1/8" (6 LED MODULES)

1/4" THICK PAINTED SS STEEL ANGLE

MT-3

1/4" THICK PAINTED SS STEEL ANGLE

LED SCREENS

C:\Revit Local Files\16104 - 250 WEST PRAT_CENTRAL_CD_hmontalvo.rvt

ENLARGED LOBBY LED DISPLAY

STONE FINISH

1/8" GROUT JOINT TYP.

6 3/4"

1/8"

3 3/4"

MISC. MTL ANGLE

ST-1

MT-3

1/8" GAP AROUND LEDS TYP.

B3 1A-563

DESIGN DEVELOPMENT SET PHASE 1E CD PROGRESS SET PHASE 1E 100 % PERMIT AND CD SET

250 WEST PRATT ST., BALTIMORE, MD 21201

ELEVATION - LOBBY - NORTH WALLL - LED SCREEN

2017-12-29 2018-05-31 2018-06-08

250 WEST PRATT - BUILDING RENOVATION

3 7/8"

A2 1A-702 MT-3

WD-1

1/8"

ST-1

EXISTING BEAM

3/4" FRT PLYWOOD

1/4" THICK PAINTED SS STEEL ANGLE

8'-3 1/2"

LED SCREEN FASTENERS

STUD FRAMING AS REQUIRED

1/8" GROUT JOINT TYP.

MT-3

1/8" GAP AROUND LEDS TYP.

MT-3

STONE FINISH

1/4" THICK PAINTED SS STEEL ANGLE

PROJECT NO.

16104

DRAWN BY:

7'-8 1/2"

Author SCALE:

WD-2

5/8" LACQUERED PANEL W/ 1/2" REVEALS AT JOINTS

As indicated

WD-1

WOOD SLATS (BEYOND)

12.29.2017

DATE:

SECTION DETAIL BEAM - LED SCREEN

FINISH - GENERAL NOTES & LEGEND

1. 2. 3. 4. 5. 6. 7.

ST-1

P-3 B-1 C-1

ST-1

4'-0" TYP.

ALIGN

MT-1

EXISTING CONCRETE SLAB

1/4" JOINTS @ WOOD SLATS TYP.

REMOVE AND REINSTALL DIRECTIONAL INDICATORS,& CALL STATIONS AS REQUIRED TO INSTALL NEW FINISHES.

PENDANT LIGHTING SHOWN FOR REFERENCE TYP.

RE-INSTALL SALVAGED OUTGOING MAILBOX

NOT USED

DASHED LINE ILLUSTRATES RECEPTION DESK LOCATION

F 202.667.2260 CONSULTANT

www.hickokcole.co

DRYWALL

CONSULTANT

P-1

OPEN STONE WALL CAVITY FOR LED VENTING

A2 1A-702

HVAC GRILLE REFER TO MECH. PLANS

ALIGN

LINEAR LIGHT ALONG COVE

MT-1

250 WEST PRATT ST., BALTIMORE, MD 21201

3" = 1'-0"

Hickok Cole Archite 1023 31st Street, N

P 202.667.9776 Washington, DC 20 F 202.667.2260 www.hickokcole.com P 202.667.9776

HVAC DUCT REFER TO WALL FINISH EXTENDS UP INTO THE COVE TYP. REFER TO THE COVE DETAILS. MECH. PLANS

4'-0"

FLOOR TRANSITION FT1 STONE TO CONCRETE

19'-5"

Hickok Cole Architects Inc. 1023 31stDStreet, NW Washington, DC 20007

WD-1

EXISTING ELEVATOR FRAME 6

OPEN TO BEYOND

TILE

18'-1"

ST-2

19'-5"

ST-2

1/2" DRYWALL

CORNER BEAD, TYP.

ELEVATION - LOBBY -STONE WALL

1/2" = 1'-0"

P-1

1/2" DRYWALL

30'-0"

EXISTING CONCRETE SLAB

3" = 1'-0"

P-1

DRYWALL

CEMENTITIOUS LEVELING COMPOUND NEW TILE TO MATCH EXISTING FINISHED FLOOR LEVEL.

FLOOR TRANSITION FT2 CARPET TO STONE

THICKSET MORTAR BED

CEILING TRANSITION DETAIL

11 5/8"

3" = 1'-0"

P-1

CORNER BEAD, TYP.

FACE OF STONE (BEYOND)

WOOD SLAT SYSTEM

CEILING TRANSITION DETAIL - GWB COVE @ LOBBY 3" = 1'-0"

E 1'-0"

28'-0"

1'-0"

ST-1

DESCRIPTION

3'-8 1/2"

SCHLUTER-SCHIENE 6 TRANSITION STRIP SATIN ANODIZED ZINC

11".

EXISTING ELEVATOR SILL

4 7/8"

ST-1

CEILING TO TOP OF WALL FINISH

4'-0"

1'-4"

10"

MT-3

ST-1

1'-9 5/8"

1/2" REVEAL

ALIGN

WD-2 4'-0"

2" X 2" WOOD SLATS

WD-1

1/2" SOLID WOOD BACKER ALIGN

ALIGN

MT-3 C5 1A-563

OPEN TO BEYOND

BASE AS SCHEDULED

ELEVATION - LOBBY - NORTH WALL

DATE 8" STUD FRAMING

1/4" THICK SS STEEL ANGLE ALIGN PAINTED ALIGN

1/8" GROUT JOINT TYP.

ALIGN

B5 1A-563

SIM

MISC. MTL ANGLE

MT-3

1/8" THICK STEEL PLATE

MT-3

CUNTERSUNK SCREWS PAINTED TO MATCH STEEL

MT-3

STEEL PLATE (SIDE)

OPEN TO BEYOND

ALIGN

STAMP

B-1

STAMP

EQ.

2 1/2" STUDS

10'-0"

30'-0"

Z CLIPS

WD-1

2" X 2" WOOD SLATS

WD-1

SOLID WOOD BASE

MT-3

APPLY FINISH ON ALL EXPOSED SURFACES OF WALL TYP.

A5 1A-561

CUNTERSUNK SCREWS PAINTED TO MATCH STEEL

1/2" REVEAL

ALIGN

STUD FRAMING

FLOOR AS SCHEDULED

5/8" DRYWALL 9'-7"

5/8" GYP. BD.

LED SCREEN'S POWER CORD

A 10'-3"

1/8" GAP AT BASE

PROJECT NO.

16104

DRAWN BY:

9'-7"

Author

17 ST-2

1'-0"

7'-9"

C:\Revit Local Files\16104 - 250 WEST PRAT_CENTRAL_CD_hmontalvo.rvt

9'-0 5/8"

6'-0" 1'-0"

B-1

5/8" DRYWALL

3/4" SHEATHING

WD-1

LED SCREEN FASTENERS

EXISTING CMU 3/4" LACQUERED PANEL

STONE FASTENERS

1/8" GAP AROUND LEDS TYP.

OPEN TO BEYOND

WOOD BLOCKING AS REQUIRED

STONE FINISH

ALIGN

1/8" GROUT JOINT TYP.

ST-1

WD-2

LED SCREENS

ALIGN

B5 1A-563

ALIGN

3/4" FRT PLYWOOD

DRYWALL

STUD FRAMING

LOCKERS (E 5)

3/4" OPEN TO BEYOND

WALL ASSEMBLY AS SCHEDULED

WOOD BLOCKING AS REQUIRED

5/8" DRYWALL

ALIGN

2 5/8"

Z CLIPS

3/4" LACQUERED PANEL

WD-1

WOOD BLOCKING AS REQUIRED

LOCKERS (E 5)

10 5/8"

ST-1

ALIGN

APPLY FINISH ON ALL EXPOSED SURFACES OF WALL TYP.

5/8" DRYWALL

WD-1

Sim

INTERIOR LOBBY DETAILS

2'-0 3/4"

Sim

B3 1A-563

1 2 3

B ALIGN

7 5/8"

6" B3 1A-563

SCHEDULED CEILING FINISH

3 3/8"

DRAWING TITLE

7 5/8" VIF

4'-0" TYP.

7'-9"

OPEN TO BEYOND

10 5/8"

2'-0" TYP.

1'-0 5/8" VIF

ELEVATIONS -LOBBY

4'-0"

THICKSET MORTAR BED

CEMENTITIOUS LEVELING COMPOUND NEW TILE TO MATCH EXISTING FINISHED FLOOR LEVEL.

ALIGN

INTERIOR ELEVATIONS - SHEET NOTES

BRUSHED STAINLESS STEEL TRIM SCHLUTER RENO-U TILE

WALL FINISH BASE FLOOR FINISH

STRUCTURAL SLAB

TYP. CEMENTITIOUS LEVELING2'-0" COMPOUND

DRAWING TITLE

3'-8 1/2"

STRUCTURAL SLAB ST-1

DESIGN DEVELOPMENT SET PHASE 1E CD PROGRESS SET PHASE 1E 100 % PERMIT AND CD SET

1'-0"

2017-12-29 2018-05-31 2018-06-08

28'-0"

1A-563

250 WEST PRATT - BUILDING RENOVATION

1'-0"

1 1/2" = 1'-0"

250 WEST PRATT ST., BALTIMORE, MD 21201

250 WEST PRATT - BUILDING RENOVATION

1 1/2" = 1'-0"

1 2 3

PLAN DETAIL3BEAM - LED SCREEN

DESIGN DEVELOPMENT SET PHASE 1E CD PROGRESS SET DATE 1E 100 % PERMIT AND CD SETDESCRIPTION PHASE

2017-12-29 2018-05-31 2018-06-08

1 1/2" = 1'-0"

1 1/4" STONE FINISH

1/8" GROUT JOINT TYP.

SCALE:

As indicated DATE:

12.29.2017

PROJECT NO.

16104

nc.

6/8/2018 5:05:05 PM

ELEVATION - LOBBY 5 - NORTH WALL - Callout 2 - Callout 1

DWG. NO.

BECHTEL PAVILION Reston, VA Services provided Canopy Design and Public Space

Honor legacy A public face A civic place The future Honor Bechtel’s 120-year engineering and construction legacy that the WaaTeeKaa embodies Increase the prominence of the existing buildings to visually convey the presence of the Headquarters Create a meaningful outdoor place that enhances the courtyard’s scale, functionality, and comfort Provide a “station” for WaaTeeKaa that evokes the memory of train stations of the past, and exemplifies our awe of the structures of the future

The intent is to create a place for the railway car at the new Headquarters in Reston to serve as a free museum exhibit open to the public. Its location and use will enliven the outdoor spaces integral to the Bechtel Headquarters campus which will see a significant increase in pedestrian traffic with the opening of the Reston Town Center Station in 2020, as part of Phase 2 of the Silver Line. The location for the new structure will be between the two Bechtel buildings at 12011 and 12021 Sunset Hills Road in Reston, Virginia.

site visibility RESTON TOWN CENTER

7 min.

TON

AIL N TR

way

INIO

park

HING

DOM

town cente r

parkw ay

REST ON

WAS

OLD AND

SUNSE 6PM

R01 R02 3PM 3pm

dulles toll ro ad

T HILL S ROA D

G A R A GE

9AM

RTC METR O S TA T I O N

12PM

plaza america whole foods

BECHTEL HQ

courtyard scale

WAATEEKAA PAVILION CONCEPT

vi ew l o o ki ng se to wa r d s pa r ki ng ga r ag e

BUILDING PRESENCE

CHTEL HQ

02.28.2019

EKAA PAVILION CONCEPT

BECHTEL HQ

02.28.2019

EXHIBIT

CAFE / LOUNGE

SITE PLAN

RO2

RO1

visitors’ entrance

FIRE LANE 20’-24’ WIDE

center

FIRE LANE 20’-24’ WIDE

visitors’ entrance

EMPLOYEE parking

BECHTEL HQ

A11

02.28.2019

WAATEEKAA PAVILION CONCEPT PAVILION one

PAVILION one

BECHTEL HQ

WAATEEKAA PAVILION CONCEPT

B E C H T E AL H Q 12

02.28.2019 WAATEEKAA PAVILION CONCEPT

The pavilion will be an open-air structure that offers overhead protection from rain and snow. The railway car will sit on rails embedded in a concrete slab. The new structure requires power and lighting, as well as HVAC within the car. Accessible ramps and stairs will provide access to the car.

PARK POTOMAC PARCEL F Potomac, MD Services provided ARCHITECTURAL DESIGN

WHAT IS MASS TIMBER? The term “mass timber construction” is different from light-wood frame, stickframe or even heavy timber post-and-beam structures. Mass timber usually refers to timber products engineered for loads similar in strength to structural materials like concrete and steel. -USGBC Goals: 1. Develop a matter of right solution for a typical DC office & residential buildings 2. Understand impact to structural system & construction process 3. Clarify cost & schedule implications Team: HCA, ARUP, DPR Construction OFFICE BUILDING PROTOTYPE Code compliant solution: • CLT accepted as floor panel under IBC 2015 • Type III and IV: »»Up to 6 stories (B), 5 stories (R) »»Maximum permissible height of 85 ft

SITE ANALYSIS

AERIAL - ACCESS

LOCKS

ROCKVILLE/GAITHERSBURG

SEVEN

SITE

Y AVE

PARK POTO MAC

AVE

CADBUR

POTOMAC

MONTROSE ROAD

N. BETHESDA

WASHINGTON/BETHESDA

PARCEL F - PARK POTOMAC MASS TIMBER CONCEPT

• Cross-Laminated Timber (CLT): Panels consisting of three, five, or seven layers of lumber oriented at right angles to one another and glued together. • Nail-laminated Timber (NLT):Panels created by fastening individual layers of lumber, stacked on edge, into one structural element with nails. • Glue-Laminated Timber (Glulam):Usually beams or columns composed of individual lumber laminations and then glued together. • Parallel Strand Lumber (PSL):Usually beams or columns manufactured by gluing strands of wood together under pressure.

A13

08.23.2018

CONCEPT

DIAGRAM 03 - SHIF T

- SLIDE TWO 45â&#x20AC;&#x2122; BARS NORTH & SOUTH - RESPONDS TO THE CONTEXT - CREATES DYNAMIC FORM W/ NEW PUBLIC SPACE

PARCEL F - PARK POTOMAC MASS TIMBER CONCEPT

CONCEPT A18

DIAGRAM 04 - CONTEXTUAL RESPONSE 08.23.2018

- CREATE DYNAMAIC FACADE ALONG PARK POTOMAC AVE - CONNECT EXISTING RETAIL AND ENGAGE STREET - RESPOND TO EXISTING PLAZA AND PROMOTE CONNECTION

PARCEL F - PARK POTOMAC MASS TIMBER CONCEPT

CONCEPT A 19

08.23.2018

OFFICE BUILDING PROTOTYPE Goals: 1. Develop a matter of right solution for a typical DC office & residential buildings 2. Understand impact to structural system & construction process 3. Clarify cost & schedule implications Team: HCA, ARUP, DPR Construction

Code compliant solution: • CLT accepted as floor panel under IBC 2015 • Type III and IV: » Up to 6 stories (B), 5 stories (R) » Maximum permissible height of 85 ft

IMAGERY PROVIDED BY ARUP

PARCEL F - PARK POTOMAC

A37

OFFICE BUILDING PROTOTYPE

MASS TIMBER CONCEPT

08.23.2018

Typical Office Scheme (40’ x 20’ bay)

Typical Residential Scheme (35’ x 18’ bay) 18'

18'

15' TYP

18'' DEEP GLULAM TYP

18'

30'

10'

30'

25'

30'

10'

20' TYP

20'-0''

WOOD COLUMN CONCRETE TOPPING SLAB CLT SLAB

3'-0''

7 1/2'' 2 ''

BEAMS ONLY NEEDED ALONG COLUMN LINES IN ONE DIRECTION

GLULAM BEAMS

TYPICAL BUILDING SECTION

IMAGERY PROVIDED BY ARUP AND STRUCTURE FUSION

PARCEL F - PARK POTOMAC

A38

Typical Office Scheme (40’ x 20’ bay)

MASS TIMBER CONCEPT

08.23.2018

IMAGERY PROVIDED BY ARUP

PARCEL F - PARK POTOMAC

A39

CON

CONCEPT VIEW 06

PARCEL F - PARK POTOMAC MASS TIMBER CONCEPT

A22

08.23.2018

EL F - PARK POTOMAC

MBER CONCEPT

CONCEPT VIEW 04

A24

08.23.2018

SYNESTHESIA Baltimore Light City Festival 2018 Services provided Temporary Art Instalation Design & Fabrication

Named after the phenomenon in which simulation of one sensory pathway elicits another sensory experience, Synesthesia is an abstract representation of how music travels through space. It uses sounds and colors to connect with participants, allowing them to simultaneously generate involuntary emotions and reactions. This installation celebrates the manifestation of sensory feelings and aspires to create an ambiance of diverse perceptions. Synesthesia was selected as one of the 25 finalists for the 2018 Baltimore Light City Festival held at the Inner Harbor/downtown Baltimore over the 8-day festival, April 1421. Synesthesia installation was located in front of the popular Hard Rock Cafe. 442,500 visitors were able to experience Synesthesia, take selfies, dance and enjoy involuntary emotions produced by the effects of the installation. After Synesthesiaâ&#x20AC;&#x2122;s success at the Baltimore Light City Festival, The Clarice Performing Arts Center at the University of Maryland requested to have Synesthesia for their annual NextNOW Festival, September 7-8.

CORNETA PRODUCT DESIGN Services provided Design & Fabrication

Cornetta is a product that revived the 1920s gramophone into a modern-day, wireless speaker. The vintage-looking speaker is both reminiscent and functional, satisfying the nostalgia of older generations while attracting modern-day music romantics, alike.