Professional Portfolio by Abaan Ali

“Design what changes.”

177

[PRO] 5.1 | BRAZIL TOURISM INVESTMENTS | [BRYAN HINER, FOUNDER & MANAGING PARTNER]

[PRO] 5.1.1 |MIAMI LOFT PROJECT| [EMPLOYMENT] AUGUST 2011 - OCTOBER 2012 [JOB TITLE] ARCHITECTURAL DESIGNER

[PRO]

Brazil Tourism Investments is real estate development and investment firm that is comprised of future mixed-use development projects. The focus of my employment centered around the Miami Loft Project, a boutique mixed-use development project situated in downtown Fortaleza, Brazil which was the epicenter of a revitalized urban and economical growth and experiencing a resurgance of new construction projects. I was involved in the schematic design and design development of the project including rendering design, culminating in the creation of a published portfolio for prospective investors.

[LOCATION] 1580 HOLCOMB BRIDGE ROAD, SUITE NO. 11, ROSWELL, GEORGIA. 30076 : 34.01715° N, -84.30987° W

[PRO] 5.1.1 |MIAMI LOFT PROJECT|2011-2012 [TYPOLOGY] HOSPITALITY [CLIENT] BRAZILIAN TOURISM INVESTMENTS [SIZE] 250,000 SQ FT. [LOCATION] FORTALEZA, BRAZIL [STATUS] INACTIVE [COLLABORATION TEAM] MD-CONCEPT | BRASIL; EIKON ARCHITETURA E URBANISMO | BRASIL AMYN SOLDIER, GEORGIA INSTITUTE OF TECHNOLOGY | UNITED STATES ABAAN ALI, GEORGIA INSTITUTE OF TECHNOLOGY | UNITED STATES [PROJECT DESCRIPTION] The concept of the project centered around designing a boutique mixed-use development situated in downtown Fortaleza, Brazil showcasing the architectural style of Miami’s art deco movement. As architectural designer, I was acting liason between the Brazilian architects and the United States-based client assisting in design development of several loft design proposals per client specifications. In addition, I published our designs into a project portfolio, graphically representing site-specific context and renderings, for the clients distribution to perspective investors.

[PRO]

PRECEDENT

SITE CONTEXT

FORTALEZA, BRAZIL AREA DESCRIPTION THE STATE OF CEARÁ IS LOCATED IN THE NORTHEAST REGION OF BRAZIL JUST SLIGHTLY BELOW THE EQUATOR. THE POPULATION OF CEARÁ HAS NEARLY 8 MILLION INHABITANTS WITH A COASTLINE OF 573 KM OF PRISTINE BEACHES. THE LOCATION OF CEARÁ IS STRATEGIC TO COMPANIES THAT WISH TO ESTABLISH FAVORABLY POSITIONS CLOSE TO THE MAIN WORLD MARKETS. CEARÁ IS ONLY 6:30 HOURS AWAY FROM EUROPE AND 7:30 HOURS FROM THE UNITED STATES. THE CITY OF FORTALEZA ACCOUNTS FOR ALMOST 2.5 MILLION INHABITANTS AND PLACES IT AS THE 4TH LARGEST CITY IN BRAZIL. OVER THE PAST 10 YEARS FORTALEZA HAS SEEN A TREMENDOUS INCREASE IN TOURISM, FOREIGN INVESTMENT, AND CITYWIDE CONSTRUCTION. THE OPPORTUNITIES THAT CURRENTLY EXIST IN BRAZIL AND SPECIFICALLY THE NORTHEAST REGION OF BRAZIL MAKE THIS AREA OF THE WORLD ONE OF THE TOP CURRENT AREAS OF THE WORLD FOR FOREIGN INVESTMENT. THE AREAS READINESS FOR GROWTH COUPLED WITH GOVERNMENT’S PRO FOREIGN INVESTMENT ATTITUDE MAKES THIS AN IDEAL TIME AND AREA FOR YOUR INVESTMENT DOLLAR.

FROM PARIS TO BRAZIL: THE ART DECO STYLE HAS MADE ITS WAY FROM PARIS, FRANCE TO MIAMI, FLORIDA AND NOW TO FORTALEZA, BRAZIL

PRELIMINARY SCHEMA

ROOM GLOSSARY INDEX

PRELIMINARY SPACE INVESTIGATION AND MODULAR ORIENTATION LAYOUT OF STUDIO AND SUITE PROGRAM

01. PARKING LOT 02. OUTDOOR / INDOOR BAR 03. LOUNGE 04. CONFERENCE ROOM 05. OFFICE 06. FOYER 07. KITCHEN 08. LAUNDRY ROOM 09. LIVING ROOM 10. DINING ROOM 11. TERRACE / BALCONY 12. CLOSET 13. RESTROOM 14. GUEST BEDROOM 15. MASTER BEDROOM

15 14

09 07

12 12

13 13

06 12 12

BUILDING PROFILE

13 07

FLOOR 12

INTERIOR RENDERING (INTERIOR RENDERINGS MODELED BY EIKON ARQUITECTURA E URBANISMO)

EACH UNIT PROVIDES CLIENTS TO BE IN DIRECT WITH THEIR CONTEXT THROUGH THE AMPLE WINDOW AND TERRACE SPACE ALLOTED WHICH WAS A IMPORTANT ASPECT OF THIS DESIGN.

ROOFTOP

FLOOR 11B PENTHOUSE UPPER LEVEL

UNDERGROUND CAR PARK | BELOW GRADE

12 08

08 12

THE DEVELOPMENT OF PROGRAM FOR EACH FLOOR PLATE WAS FORMULATED FROM MODULAR ITERATIONS OF TYPICAL STUDIO AND LOFT UNITS WITH VARYING DEGREES OF SQUARE FOOTAGE AND SUBSEQUENT PRICE POINT REQUIREMENTS. THE OBJECTIVE OF THE BUILDING WAS TO PROVIDE A MODULAR STRUCTURE OF ROOMS THAT WOULD ACCOMODATE THE DIVERSE LOCAL AND TOURIST CLIENTELE.

“THE MIAMI LOFT” FLOOR PLAN

FLOOR 11A PENTHOUSE LOWER LEVEL FLOOR 10

LOFT 1

FLOOR 9

LOFT 2

FLOOR 8

LOFT 2

FLOOR 7

LOFT 2

FLOOR 6

STUDIO 3

FLOOR 5

STUDIO 3

FLOOR 4

STUDIO 3

FLOOR 3

STUDIO 3

FLOOR 2

STUDIO 4

FLOOR 1

OFFICE

GROUND

LOBBY

SUBGRADE UNDERGROUND CAR PARK

LOBBY | GROUND FLOOR

OFFICES | GROUND FLOOR MEZANNINE 13

STUDIO(4)FOUR APARTMENTS | 4 UNIT STUDIO

09 03

02 05 08

05 04 05

STUDIO(3)THREE APARTMENTS | 3 UNIT STUDIO 12 13

15 15

OPEN TO BELOW

15 09

13 05

15 09 09

07 15

07 09

05 13

EXTERIOR RENDERING

LOFT(2)TWO APARTMENTS | 2 UNIT LOFT

LOFT(1)ONE APARTMENTS | 1 UNIT LOFT

PENTHOUSE SUITE | LOWER LEVEL

ROOFTOP TERRACE

PENTHOUSE SUITE | UPPER LEVEL

STAIR TO UPPER PENTHOUSE RESTROOM

CLOSET

RESTROOM

WASHER + DRYER

RESTROOM RESTROOM

GUEST ROOM KITCHEN

RESTROOM

OFFICE

CLOSET

BEDROOM KITCHEN

CLOSET

KITCHEN

BEDROOM

BEDROOM BAR

KITCHEN RESTROOM LIVING AREA

RESTROOM

MULTI-USE RECREATIONAL AREA

LIVING AREA LIVING AREA

DANCE HALL / RECREATION AREA

LIVING AREA

BEDROOM

LOUNGE LIVING AREA

BALCONY

WHIRLPOOL

SHOWER

[PRO] 5.2 | AME ARCHITECTS | [ABDELKADER ELASSAR, AIA, NCARB, LEED BD+C, PMP, PRINCIPAL ARCHITECT]

[PRO] 5.2.1 |EAST COBB ISLAMIC CENTER| [PRO] 5.2.2 |SUWANEE RESIDENCE RENOVATION| [PRO] 5.2.3 |SNOB LIFE STUDIO| [PRO] 5.2.4 |ILM ACADEMY| [PRO] 5.2.5 |GWINNETT ISLAMIC CIRCLE SUWANEE MASJID| [EMPLOYMENT] OCTOBER 2012 - JUNE 2013 [JOB TITLE] ARCHITECTURAL DESIGNER + PROJECT COORDINATOR

[PRO]

AME Architects is an architectural firm that is comprised primarily of religious, retail, residential, and educational projects. AME Architects is identified as the primer architecture firm focusing on Islamic mosques, or Masjids, having constructed and designed 25+ projects across the United States. The focus of my employment centered around several different projects, highlighted with the buildings posted above. As architectural designer and project coordinator, I assisted in the design development of proposals and carried them through schematic design and construction documentation while working exclusively with the Principal Architect and client. The experience I received overseeing the client-architect dynamic was just as involved as the building designs themselves. In addition, I expanded our firms marketing approach by published our designs into a project specific portfolio and web development for perspective clients.

[LOCATION] 11080 OLD ROSWELL ROAD, SUITE NO. 103-A, ALPHARETTA, GEORGIA. 30043 : 34.048886° N, -84.318326° W

[PRO] 5.2.1 |EAST COBB ISLAMIC CENTER|2013 [TYPOLOGY] RELIGIOUS [CLIENT] ECIC [SIZE] 40,000 SQ FT. [LOCATION] MARIETTA, GEORGIA [STATUS] IN PROGRESS [COLLABORATION TEAM] ABDELKADER ELASSAR, AIA, NCARB, LEED BD+C, PMP, PRINCIPAL ARCHITECT ABAAN ALI, PROJECT COORDINATOR [PROJECT DESCRIPTION] This project focused on providing a new larger Islamic religious complex for the exisiting Muslim community in Marietta, GA. After hearing the clients needs as well as gaining insight from the congregation through several meetings, we started initial schematic studies in forming and massing based on the site orientation. As project coordinator, I collaborated with the Principal Architect in design development through forming and massing studies using Rhinoceros 5.0. We continued evaluating the site conditions which informed the building position and layout. The study models help establish a final rendering depicting the use of regional materials, integrated the building into the existing context of the area

[PRO]

[FORM & MASS BUILDING MODEL]

[BUILDING RENDERING]

[PRO] 5.2.2 |SATARY RESIDENCE RENOVATION|2014 [TYPOLOGY] RESIDENTIAL [CLIENT] KHALID SATARY [SIZE] 8,717 SQ FT. [LOCATION] SUWANEE, GEORGIA [STATUS] IN PROGRESS [COLLABORATION TEAM] ABDELKADER ELASSAR, AIA, NCARB, LEED BD+C, PMP, PRINCIPAL ARCHITECT ABAAN ALI, PROJECT COORDINATOR [PROJECT DESCRIPTION] This project was a renovation and expansion of the existing Mediterranean-style residence’s kitchen and dining area. We observed the client’s needs of ample daylighting and space distribution and began playing with the exterior unobstructed views to their vast property. The client was adamant of maintaining a clear relationship with the contextual surrounding while not disturbing the openness of the area. As project coordinator, I collaborated with the Principal Architect in design development with field measurements of the existing structure and began the construction document phase developing floor plans and exterior elevations [EXISTING FLOOR PLAN]

[PRO]

A.A

[GROUND FLOOR] [PLAN] [SCALE // N.T.S]

[SECOND FLOOR] [PLAN] [SCALE // N.T.S]

[THIRD FLOOR] [PLAN] [SCALE // N.T.S]

[DINING ROOM INTERIOR]

[EXISTING EXTERIOR ELEVATION]

[COURTYARD WEST ELEVATION] [SCALE // N.T.S]

[COURTYARD NORTH ELEVATION] [SCALE // N.T.S]

A.A

[COURTYARD BEYOND] [SCALE // N.T.S]

[RESIDENTIAL ENTRANCE]

[PRO] 5.2.3 |SNOB LIFE STUDIO|2013 [TYPOLOGY] COMMERCIAL [CLIENT] MING LEE [SIZE] 7,228 SQ FT. [LOCATION] ATLANTA, GEORGIA [STATUS] COMPLETED 2013 [COLLABORATION TEAM] ABDELKADER ELASSAR, AIA, NCARB, LEED BD+C, PMP, PRINCIPAL ARCHITECT ABAAN ALI, PROJECT COORDINATOR

[PRO]

[PROJECT DESCRIPTION] This project focused on providing the client a boutique hair salon at the iconic location, Castleberry Point. The complexity of this project stemmed from the existing building site which was a “flat iron” condition and integrating a program that worked with the clients demand. As project coordinator, I collaborated with the Principal Architect in design development, schematic design, and construction documentation. We were able to allow the site condition inform the programmatic organization of the building. The key orientation and layout were established as the existing mechanical, electrical, and plumbing provisions were identified.

[BUILDING RENDERING]

[NORTH ELEVATION] [SCALE // N.T.S]

[PRO] 5

[GROUND FLOOR] [PLAN] [SCALE // N.T.S]

[PRO] 5.2.4 |ILM ACADEMY|2012 [TYPOLOGY] EDUCATIONAL [CLIENT] HAMMAD SOFI [SIZE] 14,260 SQ FT. [LOCATION] ROSWELL, GEORGIA [STATUS] COMPLETED 2013 [COLLABORATION TEAM] ABDELKADER ELASSAR, AIA, NCARB, LEED BD+C, PMP, PRINCIPAL ARCHITECT ABAAN ALI, PROJECT COORDINATOR [PROJECT DESCRIPTION] This project focused on redesigning the interior shell of an existing former USPS Postal Service building into a private, nonprofit Islamic school, Pre-Kindergarten to Grade 8, servicing the Metro-Atlanta community. The client’s budget became a defining aspect of the project which prompted us to repurpose as much of the exisiting structural integrity of the building as possible while focusing on designing the building’s interior shell and minor updates to the exterior facade. As project coordinator, I collaborated with the Principal Architect in design development, schematic design, and construction documentation. The client’s need of essential school component such as classrooms, offices, and multi-purpose area were met as we managed to create versatile and functional spaces, flanking classrooms outwards to obtain as much natural light as possible and maintaining a congregative core for the multi-purpose area which also funcioned as a basketball court and prayer area.

[PRO]

[REAR WALL SECTION] [SCALE // N.T.S]

[FRONT WALL SECTION] [SCALE // N.T.S]

[BUILDING RENDERING]

* * *

* *

[GROUND FLOOR] [PLAN] [SCALE // N.T.S]

[SECOND FLOOR] [PLAN] [SCALE // N.T.S]

[NORTH ELEVATION] [SCALE // N.T.S]

[WEST ELEVATION] [SCALE // N.T.S]

[SOUTH ELEVATION] [SCALE // N.T.S]

[EAST ELEVATION] [SCALE // N.T.S]

[PRO] 5.2.5 |GEORGIA ISLAMIC CIRCLE SUWANEE MASJID|2013 [TYPOLOGY] RELIGIOUS [CLIENT] MOHAMMAD TARIQ SIDDIQUI [SIZE] 35,036 SQ FT. [LOCATION] SUWANEE, GEORGIA [STATUS] IN PROGRESS [COLLABORATION TEAM] ABDELKADER ELASSAR, AIA, NCARB, LEED BD+C, PMP, PRINCIPAL ARCHITECT ABAAN ALI, PROJECT COORDINATOR

[PRO]

[PROJECT DESCRIPTION] This project focused on designing an Islamic community center for the Muslim community in the Suwanee area, a northeast suburb of Atlanta, Georgia. The client envisioned an active organization, offering many educational programs related to the study of Islam for all age groups as well as providing a community center for social events. Gathering engaging feedback, we requested multiple townhall meetings to get comprehensive and inclusive participation by the community in the design aspects they wish to see incorporated. One element we wanted to convey in our design was direct view and correlation of the prayer hall from the top and bottom level at all times. Men and Women had direct viewpoints into the bottom prayer hall As project coordinator, I collaborated with the Principal Architect in design renderings and construction documentation of Phase One. The projected was seperated into three phases to supplement fundraising efforts while cognizant of the construction timeline. The clientâ&#x20AC;&#x2122;s need of a mosque, gym, and multipurpose area were met as we managed to create adaptable spaces that could be transformed into commercial orientated spaces for weddings and events.

[BUILDING RENDERING]

[GROUND FLOOR] [PHASE ONE: MOSQUE] [PLAN] [SCALE // N.T.S]

[SECOND FLOOR] [PHASE ONE: MOSQUE] [PLAN] [SCALE // N.T.S]

[NORTH ELEVATION] [SCALE // N.T.S]

[PRO] 5.3 | HILL FOLEY ROSSI & ASSOCIATES | [JEFFREY HILL, R.A, NCARB, PRINCIPAL ARCHITECT] [PAT FOLEY, P. E., PRINCIPAL STRUCTURAL ENGINEER] [MIKE ROSSI, A.I.A, NCARB, PRINCIPAL ARCHITECT] [CASEY DURDEN, P. E., PRINCIPAL CIVIL ENGINEER] [SCOTT MAGAR, A.I.A, NCARB, PRINCIPAL ARCHITECT]

[PRO] 5.3.1 |ELECTRIC CITY DENTAL CARE| [PRO] 5.3.2 |RACETRAC PETROLEUM, INC.| [EMPLOYMENT] MARCH 2013 - MAY 2015 [JOB TITLE] ARCHITECTURAL DESIGNER + PROJECT MANAGER

[PRO]

Hill Foley Rossi & Associates is a multidisciplinary firm that is composed of architects, structural engineer, and civil engineers whose speciality are commercial and retail project. The focus of my employment centered around several different projects, highlighted with clients such as RaceTrac, Chick-Fil-A, and Six Flags. As architectural designer and project manager, I oversaw the architectural, structural, and M.E.P team for over 95+ RaceTrac projects stretching from Florida, Georgia, Louisiana, and Texas. As prototype manager of the RaceTrac 6K Program I worked exclusively with the design development of the construction drawing for twelve prototypes and directed the construction of plans, sections, elevations, design details with the Principal Architect and Director of Architecture, Design, and Store Planning at Racetrac Petroleum. The experience I received directing as Project Manager and prototype management for the entire RaceTrac 6K program built upon the experience I was receiving in understanding the framework of a building as well as the business management portion of the field.

[LOCATION] 3680 PLEASANT HILL ROAD, SUITE 200, DULUTH, GEORGIA. 30096: 33.995700° N, -84.162067° W

[PRO] 5.3.1 |ELECTRIC CITY DENTAL CARE|2013 [TYPOLOGY] MEDICAL [CLIENT] DEVAN DEAN, HEARTLAND DENTAL CARE [SIZE] 2,815 SQ FT. [LOCATION] ANDERSON, SOUTH CAROLINA [STATUS] COMPLETED 2013 [COLLABORATION TEAM] MIKE ROSSI, AIA, NCARB, PRINCIPAL ARCHITECT ADAM WAYNICK, PROJECT MANAGER ABAAN ALI, PROJECT COORDINATOR [PROJECT DESCRIPTION] This project focused on providing designs for dental care facility in Anderson, South Carolina. Heartland Dental provides business support services to dental practices across the country, including IT support. Electric City Dental Care offices utilizes Heartland Dental for itâ&#x20AC;&#x2122;s dental practice and IT support. As project coordinator, I collaborated with the Principal Architect and Project Manager in construction documentation of the floor plan, exterior elevation, and interior elevations.

[WAITING ROOM / RECEIPTIONIST AREA] [INTERIOR ELEVATION] [SCALE // N.T.S]

[PRO]

3 A501

8 A501

Waiting

Business

2 A501

6 A501

Waiting

Business

1 A501

5 A501

Waiting

Business

10 A501

9 A501

Hall

[INTERIOR WAITING ROOM]

[GROUND FLOOR] [PLAN] [SCALE // N.T.S]

2 A101

[PRO]

3 A101

4 A101

[SURGICAL TREATMENT SUITE] [ENLARGED PLAN DETAIL] [SCALE // N.T.S]

Treatment Suite - Typical

Hygiene Suite - Typical

Surgical Suite - Typical

7 A502

5 A502

6 A502

[SURGICAL/TREATMENT SUITE] [INTERIOR ELEVATION] [SCALE // N.T.S]

Treatment

Hygiene

Surgical Treatment

3 A502

4 A502

Treatment/Hygiene

[SURGICAL / TREATMENT SUITE]

[PRO] 5.3.2 |RACETRAC PETROLEUM, INC.|2013-2015 [TYPOLOGY] RETAIL [CLIENT] BRANDON COLLIER, RACETRAC PETROLEUM, INC. [SIZE] 5,928 SQ FT. [LOCATION] FLORIDA, GEORGIA, LOUISIANA, AND TEXAS [STATUS] COMPLETED 90+ STORES [COLLABORATION TEAM] JON ERICKSON, AIA, LEED AP, PRINCIPAL ARCHITECT MICHELLE HOWARD, NCARB, LEED AP, PROJECT MANAGER ABAAN ALI, PROJECT MANAGER / PROTOTYPE MANAGER [PROJECT DESCRIPTION] This project focused on providing full Architectural, Structural, and M.E.P services for RaceTrac Petroleum to complete their 6K Program prototype gasoline stations and convenience stores. RaceTrac Petroleum, Inc. operates more than 650 retail gasoline convenience stores in 12 southeastern states under the RaceTrac (company-operated). RaceTrac introduced its new 6,000 square foot store design, the RT6K, which features Swirl World addition, free wi-fi internet and indoor and outdoor seating. As project manager, I oversaw the entire desogm team and all elements of coordination with M.E.P and Structural from Construction Documentation through Permitting and Construction Administration for over 90+ stores with 28 stores completed and the remaining stores in various degrees of construction. As prototype manager, I designed and maintained 12 prototypes for the entire RaceTrac 6K Program while coordinating directly with client and consultants

[PRO]

[PRELIMINARY SKETCHES] [EXTERIOR ELEVATION]

[EXTERIOR FACADE]

[PRO]

[GROUND FLOOR] [PLAN] [SCALE // N.T.S]

[PERGOLA & GARDEN LATTICE] [SECTION] [SCALE // N.T.S]

[PERGOLA & GARDEN LATTICE] [SECTION & ELEVATION] [SCALE // N.T.S]

[ENLARGED COLUMN DETAIL] [SECTION DETAIL] [SCALE // N.T.S]

[ENLARGED PILASTER DETAIL] [PLAN DETAIL] [SCALE // N.T.S]

[PRO]

[EXTERIOR ELEVATIONS] [ELEVATION] [SCALE // N.T.S]

[EXTERIOR FACADE]

[PRO] 5

[SIDE WALL SECTION AT PILASTER] [NORTH WALL SECTION] [SCALE // N.T.S]

[FRONT WALL SECTION AT STUCCO PANEL] [WEST WALL SECTION] [SCALE // N.T.S]

[SIDE WALL SECTION AT STOREFRONT] [SOUTH WALL SECTION] [SCALE // N.T.S]

[SIDE WALL SECTION AT PERGOLA] [NORTH WALL SECTION] [SCALE // N.T.S]

[FRONT WALL SECTION THROUGH TOWER] [NORTH WALL SECTION] [SCALE // N.T.S]

[ENTRANCE TOWER]

[PRO] 5.4 | PHILLIPS PARTNERSHIP | [JERRY PHILLIPS, A.I.A, PRESIDENT] [ROBERT FRENCH, R.A, SENIOR VICE PRESIDENT, RETAIL STUDIO] [DWIGHT BAILEY, A.I.A, DIRECTOR, MULTI-FAMILY STUDIO] [WILLIAM BROWNBACK, A.I.A, DIRECTOR, HOSPITALITY STUDIO] [WALDEMIR DEL VALLE, P. E., DIRECTOR, STRUCTURAL STUDIO] [TROY NEDDERMAN, P. E., DIRECTOR, M.E.P STUDIO]

[PRO] 5.4.1 |VILLAGE PLAZA MIXED-USE DEVELOPMENT| [PRO] 5.4.2 |VININGS MIXED-USE DEVELOPMENT| [PRO] 5.4.3 |FIFTH STREET STATION | [PRO] 5.4.4 |WHOLE FOODS MARKET, INC.| [EMPLOYMENT] MAY 2015 - CURRENT [JOB TITLE] ARCHITECTURAL DESIGNER + PROJECT COORDINATOR

[PRO]

Phillips Partnership is an complete full service A&E design firm founded in 1995 and based in Atlanta, Georgia. specializing in LEED experience in retail, entertainment, multi-family, hospitality, office and mixed-use developments. The focus of my employment centered around design development, schematic design, construction documentation of several mixed-use development projects. As architectural designer and project coordinator, my design rendering capabilites were utilized in the pre-development packages for permitting and marketing. Enveloped with B.I.M design integration along with my skillset with computer-aided designing, I worked exclusively with the design development portion of the projects creating Lease Outline Drawings for prospective tenants and incorporating site plan sketches for developers. Building elevations and renderings were created using software such as Rhinoceros 5.0, Sketch-Up Pro, and Adobe Photoshop. The pre-development experience I received built upon my prior experience and allowed me to flourish my creative design impulses with minimal limitations. I was bound to certain expectation in terms of design intent, but otherwise I was given ample room to conceptualize design issues.

[LOCATION] 400 PERIMETER CENTER PLACE, SUITE 650, ATLANTA, GEORGIA. 30346: 33.55523° N, -84.20202° W

[PRO] 5.4.1 |VILLAGE PLAZA MIXED-USE DEVELOPMENT|2015 [TYPOLOGY] MIXED-USE [CLIENT] THE WINDSOR COMPANIES [SIZE] 52,732 SQ FT. [LOCATION] CLIFTON PARK, NEW YORK [STATUS] IN PROGRESS [COLLABORATION TEAM] DWIGHT BAILEY, A.I.A, PRINCIPAL ARCHITECT ABAAN ALI, PROJECT COORDINATOR [PROJECT DESCRIPTION] This project focused on providing preliminary renderings for a mixed-use retail, office, and multifamily development in upstate New York. The proposal is part of a larger grouping of mixed-use developments that occupy the existing location in efforts to complete a community revitilizaiton in the center of the town's bustling commercial district with a $50 million dollar, mixed-use project. As project coordinator, I collaborated with the Principal Architect in designing, sketching, and creation of exterior elevation and building massing for rendering purposes and sending to the building department for design approval.

[PRO]

[COLORED FACADE ELEVATIONS] [EXTERIOR ELEVATION] [SCALE // N.T.S]

[EAST ELEVATION]

[NORTH ELEVATION]

[WEST ELEVATION]

[SOUTH ELEVATION]

[EXTERIOR RENDERED ELEVATION]

[RENDERED IN COLLABORATION WITH BLUELIME STUDIO]

[PRO] 5.4.2 |VININGS MIXED-USE DEVELOPMENT|2015 [TYPOLOGY] MIXED-USE [CLIENT] D & A INVESTMENT GROUP [SIZE] T.B.D. [LOCATION] VININGS, GEORGIA [STATUS] IN PROGRESS [COLLABORATION TEAM] DWIGHT BAILEY, A.I.A, PRINCIPAL ARCHITECT ABAAN ALI, PROJECT COORDINATOR [PROJECT DESCRIPTION] This project focused on providing preliminary renderings and form modeling for a mixed-use retail and multifamily development in the suburban district of Vinings, Georgia. The proposal is for a mixed-use developments that will provide a 300-unit apartment building with a built-in commercial and retail base providing and market and cafe centric community to become more engaged in the site. I collaborated with the Principal Architect in designing and detailing rendering elevations to the clients vision piecing together sketches to create a complete rendered piece

[PRO]

[PRELIMINARY CONCEPTUAL SKETCH RENDERING] [EXTERIOR ELEVATION] [SCALE // N.T.S]

[RENDERED IN COLLABORATION WITH NEIL CAPANGPANGAN]

[FINAL CONCEPTUAL EXTERIOR RENDERING] [RENDERED IN COLLABORATION WITH NEIL CAPANGPANGAN]

PHASE II

PHASE I 7

5.4

5.5

4.9

4.8

4.7

4.5

4.4

4.3

3.9

3.7

3.4

3.6

3.2

2.9

2.3 2.2

2.6

2.7

1.9

A B C D-1 D-2 D-3 E F G H I

15' - 6"

D-1

D-3

23' - 8"

W07

W09

B G

W07

W08

13' - 6"

W06

W10

J K

LEVEL - B1 EL: 923.08'

GRADE @ STAIR 1 EXIT EL: 920.58'

W11

1' - 6" 9' - 0"

W05

LEVEL - L1 EL: 936.58'

F A

59' - 0"

W06

W12

10' - 6"

W04

33' - 0"

A W03

D.B.E. FRONT EL: 960.25' ROOF VALLEY EL: 959.68'

ROOF TERRACE EL: 961.58'

1' - 4"

C C

10' - 0"

2 A4-1.0

11' - 0"

LEVEL - B2 EL: 912.58'

LEVEL - B3 EL: 901.58'

NORTH EXTERIOR ELEVATION SCALE: 3/32" = 1'-0"

7' - 0"

L.9

H.4

G.8

G.2

E.4

F.9 F.8 F.7

D.7

D.6

C.7

C.6

C.3

C.5 C.2 C.1 C

A.9

D-3

5' - 9"

10' - 0"

22' - 6"

D-1

ROOF TERRACE EL: 961.58' D.B.E. FRONT EL: 960.25' ROOF VALLEY EL: 959.68'

D.B.E. CENTER EL: 962.08'

D.B.E. REAR EL: 960'

C 23' - 5" PARKING SIGN BY TENANT

D-3

B G

LEVEL - L1 EL: 936.58' I

1' - 6"

W17

W21

D-3

7' - 5 1/2"

LEVEL - B1 EL: 923.08'

E W18

10' - 6"

9' - 0"

W13

13' - 6"

8'-6" CLEAR HEIGHT

W15

9' - 5"

G 10' - 6"

23' - 5"

J D-2

D-1

LEVEL - B1 EL: 923.08'

W20

W19

7' - 3"

LEVEL - L1 EL: 936.58'

W16

33' - 0"

66' - 0"

23' - 8"

38' - 7"

W14

8' - 6"

1 A4-1.1

GRADE @ STAIR 2 EXIT EL: 917.08'

LEVEL - B2 EL: 912.58'

11' - 0"

LEVEL - B2 EL: 912.58'

LEVEL - B3 EL: 901.58'

2 A4-1.1

LEVEL - B3 EL: 901.58'

WEST EXTERIOR ELEVATION SCALE: 3/32" = 1'-0"

1.9

2.2 2.3

2.4

2.7

3.2

3.5

3.7

3.8

4.3

4.5

4.6

4.8

4.95

5.4

PHASE II

PHASE I

11' - 5"

D-2

W22

011E

W23 003B

12' - 6"

8'-6" CLEAR HEIGHT

8' - 6"

011F

13' - 6"

E 64' - 2"

MEZZANINE EL: 948.58'

J 17' - 6"

12' - 0"

P A R K I N G

G 13' - 6"

LEVEL - L1 EL: 936.58'

38' - 7"

D-3

MEZZANINE EL: 948.58'

D.B.E. REAR EL: 960'

32' - 3"

D.B.E. REAR EL: 960'

LEVEL - L1 EL: 936.58' PARKING RAMP ENTRY EL: 933.5' GRADE @ STAIR 3 EXIT EL: 933.33'

I E

LOADING DOCK EL: 932.58'

40' - 0"

LEVEL - B2 EL: 912.58'

31' - 11"

LEVEL - B1 EL: 923.08' 10' - 6"

LEVEL - B1 EL: 923.08'

11' - 0"

LEVEL - B2 EL: 912.58'

LEVEL - B3 EL: 901.58'

2 A4-1.2

SOUTH ELEVATION SCALE: 3/32" = 1'-0"

LEVEL - B3 EL: 901.58'

FINISH SCHEDULE

VISION GLASS W/ LOW-E COATING

GEOLAM VERTIGO CLADDING SYSTEM - TEAK STUCCO - BIRDSEYE MAPLE STUCCO - TRUSTY TAN STUCCO - EXTRA WHITE CONCRETE/ PRECAST GREEN SCREEN METAL PANEL - WHITE WALK-UP WINDOW GRAPHIC ROUTED INTO CONCRETE SELECTED BY TENANT TRANSLUCENT GLASS HORIZONTAL BIFOLD GARAGE DOOR WITH ALUM. ALLOY PANELS AND FROSTED GLASS TRANSOM

1 A4-1.1

A5-1.1

2.3

2.7

2.6

2.9

3.6

3.4

3.9

4.3

4.4

4.5

4.7

4.9

2' - 0"

STRUCTURAL

27' - 4"

17' - 0"

15' - 2"

19' - 0 1/2"

17' - 8"

9' - 4 1/2"

16' - 11"

11' - 3"

14' - 11"

26' - 1"

8' - 0"

24' - 5"

1' - 6"

6' - 3" 14' - 2"

48' - 0"

ARCHITECTURAL

16' - 8"

2' - 0"

70' - 2"

19' - 4"

8' - 3"

14' - 1"

28' - 3"

A5-2.3

A5-2.2

1 A7-2.2

1 A7-2.1

2' - 0"

5.5

217' - 5"

OVERALL

M ELEV. 4

ELEV. 3

MR 307

EL 04

EL 03

307A

2MP

LINE OF SLAB LEAVE-OUT

A5-2.3

308A ELEC. RM

ESC. DN FROM B2 2SP

ER 308

ESC. UP TO B2

300B

VESTIBULE

B3 00

28' - 0"

24' - 0"

TYP.

301A

5 A7-2.3

309A MACH. RM

ER 309 FD

9' - 0"

37' - 0"

EL 05

24' - 0"

37' - 0"

41' - 0"

TYP.

' 14

-0

3' - 3" 11' - 0"

25' - 11"

TYP.

4 A7-1.2a

B3 10 FFE:+901.58'

ST 302

302A

LEVEL B3 65

TYP.

G.2

12%

F.9

17' - 10"

F.8

A5-2.4

A6-1.3

STORM VAULT

14' - 0"

72' - 9 7/8"

63' - 4"

E 15' - 0"

D.7 2MP

1 GW S.S.

2 A5-1.0

TYP.

24' - 0"

305A

1 A7-1.3a

2MP

C.1

306A

RISER ROOM MP

RR 306

303A

TYP.

STAIR 3

2MP

ST 303

2' - 0"

304A AIR 2MP EXHAUST FD VENT SHAFT

2 A6-1.7

VS 304

ARCHITECTURAL

OVERALL

STRUCTURAL

A5-2.5

A5-2.6

A5-1.1

2' - 0"

12' - 4"

19' - 11"

2' - 10"

20' - 8 1/2"

146' - 9"

22' - 8"

ARCHITECTURAL

STRUCTURAL

1 A5-1.1

15' - 7"

24' - 9"

13' - 5"

13' - 3"

22' - 7"

26' - 3 1/2"

7' - 9"

4' - 6"

1' - 6"

24' - 8" 2' - 0"

218' - 11"

OVERALL

2.2 2.3 2.4

2.7

3.2

3.7

2 A4-1.2

SCALE: 1/16" = 1'-0"

11' - 3"

20' - 8"

4.3

4.5

4.8

5.4

12' - 2 1/2"

LEVEL B3 - FLOOR PLAN

C.3

2 A5-2.6

6' - 7"

2 A5-2.5

18' - 0"

6' - 7"

17' - 3"

8' - 0" 13' - 0"

C.1

6' - 11"

VS 305

C.5

C.7

FD 2MP SUPPLY AIR VENT SHAFT

1 A6-1.7

C.3

C.2

26' - 0"

30' - 0"

C.6

A5-1.0

67' - 4"

1 71

C.7

TYP.

9' - 0"

A5-2.4

3' - 0"

D.6 D

1 A1-1.1

E D.7

24' - 0" 60

F.9

13' - 0"

TYP.

STAIR 2

E.4

FD ELEV. 5

G.2

F.8

A5-1.0 1 A1-1.1a

A5-2.4

2MP

236' - 8"

ST 301 2SS

TYP.

13' - 8" 16' - 0"

18' - 0" 34

G.8 23' - 11"

L 1

1 A7-1.1a

STAIR 1

20 TYP.

H.4

A4-1.1

2MP

A1-1.1a

2MP

EL 01

97' - 3"

ELEV. 1

EL 02

300A

ELEV. 2

CART. DN FROM B2

24' - 8"

23' - 0"

1 A5-1.0

MACH. RM

71' - 6 1/8"

1 A4-1.1

14TH STREET

1 A5-1.1

2.3

2.7

2.6

2.9

3.4

3.6

3.9

32' - 2"

2' - 0"

200C

ELEV. 4

ELEV. 3

EL 04

EL 03

2MP

ESC. DN FROM B1 912.58' CART. DN FROM B1

ESC. DN TO B3

CART. DN TO B3

ESC. UP TO B1

5' - 0" 5' - 0"

MIN. R.O.

TYP.

200E

18' - 0"

26 +912.58'

ELEV. 1

EL 02

EL 01

2MP

2 A7-2.1

2MP

201A

30 43

TYP.

2 A7-1.1a

2SS

200F

2MP

2SS

200B

2 31

ELEV. 5

A1-1.2a

4 A7-2.3

EL 05

16' - 0"

FD 2MSS

16 TYP.

TYP.

24' - 0"

3 A5-2.4

+916.58' TYP.

9' - 0"

2MP

TYP.

24' - 0"

TYP.

3 A7-1.2a

G.2

STAIR 2

202A

ST 202

F.9

17' - 10"

F.8

LEVEL B2

2MP

2 ELEC. CAR

A5-2.4

12%

60 TYP.

B2 10 FFE:+912.58'

240 V EV

2 A6-1.3

ELEC. 240 V CAR EV

TYP.

PHASE I TOWER ABOVE (N.I.S)

14' - 0"

E.4 STORM VAULT 10'x80'

15' - 0"

8' - 0"

9' - 0"

203A

TYP.

14 204A RISER ROOM

STAIR 3

ST 203

RR 209

2' - 0"

ARCHITECTURAL

OVERALL

STRUCTURAL

2' - 0"

AIR EXHAUST VENT SHAFT

EXISTING TRANSFORMER VAULT

B A 2MP

VS 204

A5-1.1

A5-2.5

A5-1.1

12' - 4" 2' - 10"

STRUCTURAL

44' - 4"

15' - 7"

20' - 8"

24' - 9"

11' - 3"

22' - 7"

13' - 5"

13' - 3"

7' - 9"

1' - 6"

24' - 8" 2' - 0"

217' - 5"

OVERALL

2.2 2.3 2.4

2.7

3.2

3.7

3.8

4.3

13TH STREET 2

SCALE: 1/16" = 1'-0"

C.2

21' - 4"

ARCHITECTURAL

LEVEL B2 - FLOOR PLAN

E D.7

TYP.

2 A5-2.6

1 A1-1.2

A5-2.5

13' - 0"

2 A7-1.3a

F.8

TYP.

VS 205

C.5 C.2

AIR SUPPLY VENT SHAFT

18' - 0"

C.6

A5-1.0

24' - 0"

5' - 5 1/8"

3' - 0"

30' - 0"

1 A5-2.4

15' BUILDING SETBACK (PER REF.#3)

F.9

D.6 D

1 A4-1.2

1 A1-1.2a

200A

2MP

PHASE I FLEX SPACE ABOVE

2MP

OP 208

3' - 3" 11' - 0"

2MP

I OUTDOOR PATIO

23' - 11"

236' - 8"

G.8

TYP.

A4-1.2

4.5

4.8

5.4

PHASE II

WEST PEACHTREE STREET

13' - 8"

MS 207

914.58'

J MECH. SHAFT

ST 201

+912.58'

912.58'

ELEV. 2

B2 00

STAIR 1

2MP

VESTIBULE

912.58'

S.S.

1' - 6"

---

ESC. UP FROM B3

11' - 7"

28' - 0"

917.33'

2 A7-2.2

13' - 0"

SPRING STREET

912.44'

H.4

915.55'

TYP.

S.S.

TYP.

TYP. 30

2' - 0"

A5-2.2

1 A6-1.1

24' - 5"

8' - 0"

914.00'

26' - 1"

A5-2.2

913.00'

6' - 3" 16' - 11"

11' - 3"

A4-1.1

14' - 11"

A5-2.2

G.2

9' - 4 1/2"

5.5

A5-2.3

200D

A5-2.3

2' - 0"

4.9

A5-2.3

2' - 0"

19' - 0 1/2"

912.58'

23' - 9"

A5-1.0

4.7

19' - 8"

23' - 0"

17' - 8"

27' - 4"

60' - 6"

7' - 2 1/4"

4.5

S.S.

STRUCTURAL ARCHITECTURAL

4.4

217' - 5"

OVERALL

4.3

PHASE II

2 A5-1.1

1 A4-1.1

A5-1.1

2.6

2.3

2.7

2.9

3.6

3.4

3.9

4.4

4.3

4.7

4.9

PHASE II 7 6

5.5

218' - 11"

OVERALL 2' - 0"

STRUCTURAL

32' - 2"

27' - 4"

19' - 0 1/2"

17' - 8"

9' - 4 1/2"

14' - 11"

11' - 3"

16' - 11"

6' - 3"

26' - 1"

8' - 0"

77' - 1"

19' - 8"

60' - 6"

ARCHITECTURAL

18' - 11 3/8"

A5-2.3

A5-2.2

2' - 0"

24' - 5"

1' - 6"

61' - 6"

42' - 6 5/8"

55' - 9"

1 A5-2.2 2 A6-1.0

2' - 0"

27' - 9"

A5-1.0

50 OPEN TO BELOW

ELEV. 4

ELEV. 3

EL 04

EL 03

2MP

OPEN TO BELOW

ESC. DN FROM L1

ESC. DN TO B2

CART. DN FROM L1

CART. DN TO B2

ESC. UP TO L1

ESC. UP FROM B2

ELEV. 2

ELEV. 1

EL 02

EL 01

46 49

2MP STAIR 1

2MP

ST 101

104A 2'-0" STRIP SLAB

4 A7-1.1a

101A

K 30 1' - 0"

OPEN TO BELOW

100C

18' - 0"

24' - 0"

26' - 0"

G.2

F.9 F.8

2 A6-1.3

12%

TYP.

LEVEL B1

60' - 0"

2SS

PHASE I TOWER (N.I.S)

RETAIL

31' - 0"

29' - 0"

B1 05 2SS

1 A5-2.4

4' - 0"

105A

10' - 0"

+923.08'

106A

2MP

RISER RM

ARCHITECTURAL

STRUCTURAL

BLDG. ELEC. RM

2MP

ER 107

FR 106

2' - 0"

103A

STAIR 3

2MP

AIR EXHAUST VENT SHAFT

EXISTING 12' X 58' TRANSFORMER VAULT

VS 104

A5-2.5

A5-1.1

22' - 6" 24' - 5"

19' - 11"

15' - 7"

19' - 0"

5' - 0"

2.7

3.2

3.5

15' - 8"

11' - 3"

13' - 5"

22' - 7"

13' - 3"

7' - 9"

24' - 8"

2' - 0"

1' - 6"

217' - 5"

OVERALL

2.2 2.3 2.4

ST 103

5' - 9"

3.7

3.8

4.3

4.5 4.6

4.8

5.4

PHASE II

1 A1-1.3

LEVEL B1 - FLOOR PLAN SCALE: 1/16" = 1'-0"

A4-1.2

C.3

A5-2.6

12' - 4" 2' - 10"

3 A7-1.3a

A5-1.1

18' - 2"

2' - 0"

C.7

107A 2MP

OUTLINE OF LOADING DOCK ABOVE, SEE SHEET A6-1.2

6' - 9"

24' - 0"

26' - 0"

67 7'-6" H.B.

A5-2.5

6% DN

+923.08' 923.36'

D.7

24' - 0" 11' - 0" 2' - 0" 11' - 0"

2SS

922.58'

12% 6' - 5"

ARCHITECTURAL

OVERALL

4' - 5"

E STRUCTURAL

18' - 0"

13' - 0" 2' - 0" 11' - 0"

2' - 0"

24' - 0"

B1 10 FFE:+923.08'

7' - 5 1/2"9' - 9 1/2" 6' - 9"

8' - 0" 13' - 0"

18' - 0"

TYP.

C.3

C.2

1' - 0"

A5-2.4

C.5

18' - 0"

10' - 0"

3' - 3" 5' - 5"3' - 0"

23' - 11"

1' - 0"

8'-6" H.B.

C.6

TYP. TYP.

26' - 0"

30' - 0"

EXISTING WALL BY OTHERS

3 A7-2.3

EL 05

13 7'-6" H.B.

102A

C.7

A5-1.0

ELEV. 5

15' - 7"

J TYP.

2 A7-1.2a

4' - 0"

15' - 0" 3' - 0"

D.6

7'-6" H.B.

18' - 0"

24' - 0"

917.08'

13' - 0"

240 V EV

E.4

D.7

ELEC. CAR

TYP.

14' - 0"

VAN

22 64

30' - 2"

A4-1.1

2 A1-1.3a VAN

102B 102C

12' - 6"

17' - 10"

100B

TYP.

2MSS

ST 102

PHASE I VAULT

STAIR 2

2MP

2SS

A5-2.4

3' - 8"

F.9 F.8

A4-1.2

1 A1-1.3a

+916.58'

236' - 8"

G.2

2MP

OUTDOOR PATIO BELOW

H G.8

24' - 2"

13' - 8" 11' - 0"

H.4

+923.08'

FS 104 +923.08'

TYP.

100A

2' - 0"

16' - 0"

MECH. SHAFT

MS 107

26' - 11 5/8"

22' - 7 3/8"

2MP

37 2SS

FLEX SPACE

TYP.

OPEN TO BELOW

R.O.

2SS

16' - 6" 5' - 0" 5' - 0"

28' - 0"

11' - 7"

51 L

2MP

3 A7-2.2

A5-2.3

923.00'

101B

23' - 0"

920.58'

--6' - 0"

3 A7-2.1 -

1 A4-1.1

A5-1.1

2.3

1.9

2.6

2.7

3.6

3.4

3.9

4.4

4.5

4.9

4.7

4.95 5.4 5.5

218' - 11"

OVERALL

STRUCTURAL

4.3

PHASE II

1' - 8"

32' - 6"

17' - 8"

27' - 4"

19' - 0 1/2"

9' - 4 1/2"

14' - 11"

16' - 11"

6' - 3"

11' - 3"

19' - 4"

6' - 4"

8' - 5"

24' - 5"

1' - 6" 2' - 0"

60' - 6"

ARCHITECTURAL

77' - 1"

19' - 8"

51' - 7"

61' - 6"

A5-2.3

A5-2.2

A7-3.1

A5-2.2

4 A7-2.2

TYP.

53' - 0"

1 A6-1.0

1 A7-3.0

4 A7-2.1

1' - 8"

2' - 0"

23' - 9"

ELEV. 3

ELEV. 4

EL 04

A5-2.3

EL 03

2MP

ESC. DOWN TO B1

CARTVEYOR DOWN TO B1

ESC. UP FROM B1

A7-3.1

2MP

ELEV. 2

ELEV. 1

L.9

2SP

012B

EL 01

EL 02

10" STORM LEADER

TYP.

2MP

UP UP

001A

5 A7-1.1a

STAIR 1

12" STORM LEADER RETAIL 1

L0 12

ST 001

ELEVATED 2-WAY SLAB (STIPPLE HATCHED)

TYP.

ENTRY PLAZA

6' - 10"

28' - 0"

2MP

31 3

2' - 0"

23' - 4"

1 A5-1.0

D.B.E. 22'-7"

5' - 10"

M 6' - 0"

M L.9

+935.58'

EXPANSION JOINT

CONSTRUCTION JOINT

A4-1.2 DN

012A

52 EXIST

+936.50'

ELEV 5

EL 05

40' - 8"

2 A7-2.3

82' - 11"

EXISTING 3 HR WALL BY OTHERS

G.8

WHOLE FOODS MARKET

3 A5-2.4 2MP

3' - 3"

L0 10 FFE:936.58'

2MP

26' - 7"

1 A7-1.2a

236' - 8"

LEVEL L1

1 A6-1.3

STAIR 2

ST 002

002A

936.58'

F.8

2MP

15' - 2"

A4-1.1

3SS

3MS

A5-2.4 30' - 2"

A6-1.3

D.B.E. 962.08'

14' - 0"

F.8

010A

3MS

D.7

13' - 4"

A.9

1MP

14' - 10"

68 H.B.

7 25

1MP

LOADING DOCK

D.B.E. 960'

+932.58'

003A

ST 003 933.33'

011E

003B

EXISTING TRANSFORMER VAULT COVER

+939.00'

8'-6" H.B.

HC VAN ACCESSIBLE ENTRY

4 A7-1.3a 19

ARCHITECTURAL

STRUCTURAL

2' - 6"

A5-1.1

A5-2.5

A5-1.1

14' - 0"

1' - 8"

9' - 0"

12' - 8" 2' - 10"

56' - 6" 24' - 5"

20' - 1" 15' - 7"

19' - 11"

19' - 0"

5' - 0"

1' - 0"

40' - 0"

7' - 9" 15' - 8"

5' - 9"

12' - 10"

20' - 0"

2' - 6" 21' - 0"

2' - 2" 21' - 11"

13' - 5"

11' - 3"

3' - 10"

26' - 3" 3' - 0"

1' - 6"

24' - 8" 2' - 0"

218' - 11"

OVERALL

1.9

2.2

2.3 2.4

2.7

3.2

3.5

3.7

3.8

4.3

4.5 4.6

4.8

4.95

5.4

6 PHASE II

2 A4-1.2

1 A1-1.4

LEVEL L1 - FLOOR PLAN SCALE: 1/16" = 1'-0"

STAIR 3 TRUCK DELIVERY

011F

2' - 0"

A5-2.6 13

LULA 79"X66" R.O.

1MP

LD 011

WASH DOWN AREA

C.3

59 1MP

1MP

A5-2.5

ARCHITECTURAL

1' - 8" OVERALL

011C 011D

STRUCTURAL

C.7

FLAT

C.5

LINE OF MEZZANINE ABOVE

1MP

17' - 3"

C.3

011A

011B

8' - 0" 5' - 4" 11' - 1 1/2"

C.6

A5-1.0

6% DN

C.7

65' - 9"

5' - 5 1/2" 8' - 1"

1 A6-1.2

1 A5-2.4

30' - 11"

13' - 8"

D.7

12% DN

17' - 4"

E.4

EXISTING PHASE I TOWER (N.I.S)

A.9 A

T11

1 1.9

A5-2.3

A5-1.1

A5-2.3

A5-2.2

A7-3.1

A5-2.2 A6-1.4

A5-1.1

A5-2.2

2.3

2.7

2.6

2.9

3.4

3.9

3.6

4.4

4.3

4.5

4.7

4.9

4.95

5.4

5.5

PHASE II 1 A7-3.1

18' - 4"

ROOF TERRACE STAIR #1

ELEV #3&4

ELEV #1&2

D.B.E. FRONT EL: 960.25' ROOF VALLEY EL: 959.68'

ESCALATORS

WFM STORE

LEVEL - L1 EL: 936.58'

13' - 6"

10' - 1 1/2"

13' - 6"

LEVEL - L1 EL: 936.58'

FLEX SPACE

8' - 5 1/2"

10' - 6"

BREW PUB

10' - 6"

LEVEL - B1 EL: 923.08' 11' - 11 1/2"

LEVEL - B1 EL: 923.08'

LEVEL - B2 EL: 912.58'

11' - 0"

7' - 11 1/2"

11' - 0"

LEVEL - B2 EL: 912.58'

LEVEL - B3 EL: 901.58'

1 A5-1.0

ROOF TERRACE EL: 961.58'

23' - 8"

21' - 11"

66' - 0"

23' - 8"

42' - 0"

3' - 0"

ROOF TERRACE EL: 961.58' D.B.E. FRONT EL: 960.25' ROOF VALLEY EL: 959.68'

MECHANICAL ZONE

LEVEL - B3 EL: 901.58'

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

1 1.9

A5-1.1

SK-01

A5-1.1

2.2

2.3

2.4

2.7

3.2

3.5

3.7

3.8

4.3

4.5

4.6

4.8

4.95

5.4

D.B.E. CENTER EL: 962.08'

8' - 0"

MEZZANINE

27' - 8 1/2"

8' - 0"

10' - 3"

8' - 0"

10' - 1 1/2"

8' - 6"

11' - 4"

13' - 6"

PARKING

LEVEL - B1 EL: 923.08'

31' - 0"

8' - 5 1/2"

10' - 6"

PARKING

21' - 6"

AIR SUPPLY VENTILATION SHAFT

PARKING

7' - 3 1/2"

8' - 11 1/2"

11' - 0"

LEVEL - B2 EL: 912.58'

LEVEL - B3 EL: 901.58'

2 A5-1.0

LEVEL - L1 EL: 936.58' LOADING DOCK EL: 932.58'

LEVEL - B1 EL: 923.08'

LEVEL - B2 EL: 912.58'

PARKING ENTRANCE RAMP

16' - 0"

2' - 4"

WFM STORE

2' - 2"

LEVEL - L1 EL: 936.58'

MEZZANINE EL: 948.58'

LOADING DOCK

9' - 2"

12' - 0"

42' - 8"

MEZZANINE EL: 948.58'

13' - 6"

7' - 6"

D.B.E. CENTER EL: 962.08'

2' - 2"

3' - 8"

PHASE II

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

M M

L.9

2' - 0" ALUMINUM COMPOSITE METAL PANEL CANOPY AND COPING, SEE TYPICAL ROOF DETAILS.

ALUMINUM COMPOSITE METAL PANEL CANOPY AND COPING, SEE TYPICAL ROOF DETAILS.

3' - 0"

6" CONCRETE CURB STEEL ANGLE - SEE STRUCTURAL DWGS.

3 A2-1.1

IPE DECKING ON PEDESTAL SYSTEM - SEE SPECIFICATIONS.

1/2" PER FT. SLOPE

MECHANICALLY FASTENED 60 MIL TPO ROOFING MEMBRANE ON RIGID INSULATION (R-30 MIN.)

2' - 4" 5' - 0"

STEEL JOIST - SEE STRUCTURAL DWGS.

2' - 2" 10' - 10"

STEEL BEAM - SEE STRUCTURAL DWGS. GEOLAM VERTIGO RAINSCREEN WOOD COMPOSITE SIDING ON MOISTURE BARRIER ON 1/2" EXTERIOR GRADE FIBERGLASS SHEATHING.

26' - 8"

5/8" GYP. BD. SHEATHING ON 8" METAL STUD FRAMING - SEE STRUCTURAL DWGS.

8" COLUMN BEYOND - SEE STRUCTURAL DWGS.

BATT INSULATION (R-19), TYP.

STEEL TUBE, FACE MOUNTED & PRIMED FOR PAINT - SEE STRUCTURAL DWGS.

8" COLUMN BEYOND - SEE STRUCTURAL DWGS. 1/2" BACKER ROD & SEALANT @ ALL DISSIMILAR MATERIALS, TYP. STEEL TUBE, FACE MOUNTED & PRIMED FOR PAINT - SEE STRUCTURAL DWGS. ACM PANEL ON MOISTURE BARRIER ON 1/2" F.R.T PLYWOOD SHEATHING REFER TO FINISH SCHEDULE.

HEAD FLASHING W/ 2X P.T./F.R.T. WOOD BLOCKING

HEAD FLASHING W/ 2X P.T./F.R.T. WOOD BLOCKING.

PREFINISHED ALUMINUM STOREFRONT SYSTEM SEE STOREFRONT ELEVATIONS

BATHTUB SLAB BY TENANT.

ESCALATOR, SEE SPECIFICATIONS. 2 A2-1.1

CONCRETE BEAM - SEE STRUCTURAL DWGS.

Sim

ALUMINUM COMPOSITE METAL PANEL CANOPY, SEE TYPICAL ROOF DETAILS. PREFINISHED ALUMINUM STOREFRONT SYSTEM SEE STOREFRONT ELEVATIONS.

PREFINISHED ALUMINUM STOREFRONT SYSTEM SEE STOREFRONT ELEVATIONS.

CONCRETE CURB - SEE STRUCTURAL DWGS.

2 A2-1.1

CONCRETE BEAM - SEE STRUCTURAL DWGS. ALUMINUM COMPOSITE METAL PANEL CANOPY, SEE TYPICAL ROOF DETAILS. PREFINISHED ALUMINUM STOREFRONT SYSTEM SEE STOREFRONT ELEVATIONS, TYP.

ESCALATOR, SEE SPECIFICATIONS. 2' - 3"

RAILING BEYOND, SEE TYPICAL STAIR/RAILING DETAILS. LEVEL - B1 EL: 923.08'

CONCRETE PAN SLAB & JOIST - SEE STRUCTURAL DWGS.

1/2" 1' - 7 1/2"

1' - 0"

3' - 0"

2' - 3"

ALUMINUM COMPOSITE METAL PANEL CANOPY, SEE TYPICAL ROOF DETAILS.

EXISTING PHASE I BALCONY RAILING BEYOND.

LEVEL - L1 EL: 936.58'

6' - 10"

13' - 6"

---

PREFINISHED ALUMINUM STOREFRONT SYSTEM SEE STOREFRONT ELEVATIONS

BATHTUB SLAB BY TENANT

2' - 2"

LEVEL - L1 EL: 936.58'

CONCRETE BEAM - SEE STRUCTURAL DWGS.

1' - 7 1/2"

2' - 3"

1/2"

2' - 3"

45' - 8"

BATHTUB SLAB BY TENANT

7' - 0"

5/8" GYP. BD. SHEATHING, 7' - 0"

5/8" GYP. BD. SHEATHING,

PREFINISHED ALUMINUM STOREFRONT SYSTEM SEE STOREFRONT ELEVATIONS

1/2" 1' - 7 1/2"

STEEL BEAM BEYOND - SEE STRUCTURAL DWGS.

2' - 2"

26' - 8"

2' - 3"

2' - 3" 7' - 0"

STEEL TUBE, FACE MOUNTED & PRIMED FOR PAINT - SEE STRUCTURAL DWGS.

4' - 5"

1/2" 1' - 11 1/2" LEVEL - B1 EL: 923.08'

1' - 7 1/2"

8" CONCRETE SLAB - SEE STRUCTURAL DWGS.

2' - 6" CONCRETE BEAM,TYP. - SEE STRUCTURAL DWGS.

5' - 6"

CONCRETE BEAM,TYP. - SEE STRUCTURAL DWGS.

10' - 6"

2' - 3" 13' - 6"

6' - 10" 2' - 0 1/2" 2' - 3" 10 1/2" 7' - 7"

10' - 6"

LEVEL - B1 EL: 923.08'

STUCCO SYSTEM - REFER TO SPECIFICATIONS BATT INSULATION (R-19), TYP.

8" COLUMN BEYOND - SEE STRUCTURAL DWGS.

A7-1.0a

STEEL JOIST - SEE STRUCTURAL DWGS.

4 A2-1.1

TERMINATION FLASHING W/ BACKER ROD & SEALANT

BATT INSULATION (R-19), TYP.

1' - 10"

10 5/8"

GEOLAM VERTIGO RAINSCREEN WOOD COMPOSITE SIDING ON MOISTURE BARRIER ON 1/2" EXTERIOR GRADE FIBERGLASS SHEATHING.

8' - 0"

8' - 0" 23' - 8"

STUCCO SYSTEM - REFER TO SPECIFICATIONS

2' - 10"

STEEL BEAM - SEE STRUCTURAL DWGS.

TERMINATION FLASHING W/ BACKER ROD & SEALANT

LEVEL - L1 EL: 936.58'

MECHANICALLY FASTENED 60 MIL TPO ROOFING MEMBRANE OVER RIGID INSULATION (R-30) ON 1 1/2" METAL DECK.

D.B.E. FRONT EL: 960.25' ROOF VALLEY EL: 959.68'

STEEL ANGLE - SEE STRUCTURAL DWGS.

GEOLAM VERTIGO RAINSCREEN WOOD COMPOSITE SIDING ON MOISTURE BARRIER ON 1/2" EXTERIOR GRADE FIBERGLASS SHEATHING.

1/2" 1' - 7 1/2"

2X P.T./ F.R.T. WOOD BLOCKING, TYP.

STEEL JOIST - SEE STRUCTURAL DWGS.

STEEL BEAM - SEE STRUCTURAL DWGS.

STEEL ANGLE - SEE STRUCTURAL DWGS.

2' - 3"

2' - 4"

1' - 4"

D.B.E. FRONT EL: 960.25' ROOF VALLEY EL: 959.68'

FULLY ADHERED 60 MIL TPO ROOFING MEMBRANE ON 3/4" P.T. F.R.T. PLYWOOD SHEATHING ON METAL STUDS.

SLOPE 1 A2-1.1

COMPOSITE DECK - SEE STRUCTURAL DWGS.

2' - 2"

ROOF TERRACE EL: 961.58'

5' - 0"

ROOF VALLEY EL: 959.68'

2' - 2"

1' - 4"

D.B.E. FRONT EL: 960.25'

1/2" PER FT.

IPE DECKING ON PEDESTAL SYSTEM - SEE SPECIFICATIONS. MECHANICALLY FASTENED 60 MIL TPO ROOFING MEMBRANE ON 6" RIGID INSULATION (R-30 MIN.)

COMPOSITE DECK - SEE STRUCTURAL DWGS. ROOF TERRACE EL: 961.58'

METAL STUD FRAMING - SEE STRUCTURAL DWGS.

6" CONCRETE CURB.

2' - 2"

SLOPE

PHASE I TOWER BEYOND.

ALUMINUM COMPOSITE METAL PANEL CANOPY AND COPING, SEE TYPICAL ROOF DETAILS.

2' - 5"

1/2" PER FT.

1' - 8"

TERMINATION FLASHING .

13' - 6"

---

3' - 0"

FULLY ADHERED 60 MIL TPO ROOFING MEMBRANE ON 3/4" F.R.T. PLYWOOD SHEATHING ON METAL STUDS.

6' - 8"

1' - 2"

5' - 2 1/4"

42" ANODIZED ALUMINUM RAILING WITH GLASS PANELS.

2' - 3"

1' - 8"

4" CONCRETE SIDEWALK SLOPED AWAY FROM BUILDING, SEE CIVIL DWGS.

CONCRETE BEAM,TYP. - SEE STRUCTURAL DWGS.

CONCRETE COLUMN BEYOND, TYP.

10' - 6"

3' - 0"

BATHTUB SLAB BY TENANT

PREFINISHED ALUMINUM STOREFRONT SYSTEM SEE STOREFRONT ELEVATIONS.

CONCRETE COLUMN BEYOND, TYP. BATHTUB SLAB BY TENANT

ESCALATOR, SEE SPECIFICATIONS.

8" CONCRETE RETAINING WALL - SEE STRUCTURAL DWGS.

4" CONCRETE SIDEWALK - SEE CIVIL DWGS.

8" CONCRETE SLAB - SEE STRUCTURAL DWGS.

CONCRETE COLUMN BEYOND. LEVEL - B2 EL: 912.58'

LEVEL - B2 EL: 912.58'

BATHTUB SLAB BY TENANT

1'-0" CONCRETE RETAINING WALL - SEE STRUCTURAL DWGS. 1'-0" CONCRETE RETAINING WALL - SEE STRUCTURAL DWGS. 11' - 0"

11' - 0"

4" CONCRETE SIDEWALK, SLOPED AWAY FROM BUILDING - SEE CIVIL DWGS. FILTER FABRIC ON DRAINAGE MAT ON 3/4" PROTECTION BOARD. 60 MIL FULLY ADHERED WATERPROOFING MEMBRANE, TYP. 1'-0" CONCRETE RETAINING WALL - SEE STRUCTURAL DWGS.

LEVEL - B3 EL: 901.58'

5" CONCRETE SLAB ON 15 MIL VAPOR BARRIER ON GRADE - SEE STRUCTURAL DWGS.

5" CONCRETE SLAB ON 15 mil VAPOR BARRIER ON GRADE - SEE STRUCTURAL DWGS.

CONCRETE FILLET, TYP.

WATERSTOP AT ALL BELOW GRADE CONCRETE INTERSECTIONS, TYP.

LEVEL - B3 EL: 901.58'

SCALE: 1/4" = 1'-0"

Wall Section 02 SCALE: 1/4" = 1'-0"

60 MIL FULLY ADHERED WATERPROOFING MEMBRANE, TYP.

5" CONCRETE SLAB ON 15 mil VAPOR BARRIER ON GRADE - SEE STRUCTURAL DWGS. CONCRETE FILLET, TYP. LEVEL - B3 EL: 901.58'

WATERSTOP AT ALL BELOW GRADE CONCRETE INTERSECTIONS, TYP. CONCRETE FOOTING - SEE STRUCTURAL DWGS.

ESCALATOR PIT BEYOND - SEE STRUCTURAL DWGS.

2 A5-2.2

FILTER FABRIC ON DRAINAGE MAT ON 3/4" PROTECTION BOARD.

FILTER FABRIC OVER FOUNDATION DRAIN.

CONCRETE FOOTING - SEE STRUCTURAL DWGS.

Wall Section 03

FILTER FABRIC OVER FOUNDATION DRAIN.

FILTER FABRIC OVER 12" DIA. FOUNDATION DRAIN.

WATERSTOP AT ALL BELOW GRADE CONCRETE INTERSECTIONS, TYP.

3 A5-2.2

FILTER FABRIC ON DRAINAGE MAT ON 3/4" PROTECTION BOARD ON 60 MIL FULLY ADHERED WATERPROOFING MEMBRANE, TYP.

11' - 0"

LEVEL - B2 EL: 912.58'

1 A5-2.2

Wall Section 01 SCALE: 1/4" = 1'-0"