Architectural Portfolio

Page 1

Portfolio / Tina Binazir


Studio: The museum of abandoned 4 infrastructure Thesis: Beyond Survival-Provisional 8 Solution for Displacement Contents

Student Projects Work Experience

Pionarch: Split Level Ranch Energy Efficient House STV: CHA Russell Senior Housing Independent Contractor: Princeton Theological Seminary Tennent Roberts Studios Volunteering Work: Majd AlAnjar playground

14 15 18 19


Tina Binazir

Brookline, MA 02445 617.756.3296 binazir.tina@gmail.com

Education Aug 2013- May 2017

Boston Architectural College, Boston, MA Master of Architecture

Founder/former president of BACultural Student Organization Thesis: Beyond Survival, Provisional Solution for Displacement Awards: John Worthington Ames Scholarship Alternate

Shahid Chamran University, Ahvaz, Iran

Skills AutoCAD, Revit Illustrator, InDesign, Photoshop Hand drafting and sketching Rhino, SketchUp

Work experience

Volunteer Experience

Dec 2018 - Present

June 2018 - Present

Rayford W. Law Architecture and Planning

Boston Society of Architects, Boston, MA

Responsibilities: Pre-schematic design and documentation, Site planning, and Programming Projects: Princeton Theological Seminary ; Farminary, and Tennent Campus

The Syria Project, Playground Design in Lebanon for displaced children

Sep 2007- July 2011

Bachelor of Civil Engineering

Independent Contractor

Nov 2016 - Jun 2018

STV Inc. Boston, MA Architect Specialist

Responsibilities: Design Development and Construction Documentation, Project Manager Assistant, Construction Administration, Coordination with different disciplines Projects: Green-line Extension, CHA Russell Senior Housing, LOC cafe Sep 2015 - Oct 2016

Pionarch LLC, Topsfield, MA Architect Designer

Responsibilities: Zoning and building code reviews, Programming and Site Analysis, Developing Schematic Design, Design Development and Construction Documentation, Presentation and Marketing Material, Finishes Specifications Projects: Residential, Designated Architect firm of Nupath Inc. Oct 2012 - May 2013 / June 2010 - Aug 2010

Sazeh Pardazi Iran Consulting Engineering, Tehran , Iran Designer trainee in architectural department Technical engineer trainee in breakwater design department

Refugees Resiliency and Public Space Committee, member

Jan 2015 - May 2015

Boston Architectural College, Boston MA Volunteer peer note-taker for students in academic services and disability services department Feb 2014 - May 2014

Gateway Program at BAC Unitarian Universalist Salem Church, Salem, MA Project Coordinator and Design Researcher Preservation study of Unitarian Universalist Salem Church

Interests -effects of architecture on human mental health, society and quality of community lives. -use of architecture to promote equality and diversity in all communities


The museum of abandoned infrastructure

Conceptual diagrams

Through several site analysis, I decided to incorporate three directions into my design; one from Decatur Street, and other two toward two important bridges. From the beginning of the studio, designing a bold entrance for my museum was very important to me. For that purpose, I decided to locate that entrance in front of Decatur street which would create a virtual tunnel that invites passersby into the museum. The location for entrance was one of the main challenges because some could argue that it blocks the view to the water. I did several iteration and finally was able to solve that through choice of material, facade and site design.

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Exploded axon 5


8

7

9

4

5

1

6 2

3

1. Influent water 2. Primary tank 3. Equalization tank 4. Stage 1 5. Stage2 6. Effluent water

6

Section box - systems diagram

7. Rain water 8. Wind from west 9. Radiant heating pipes


LIGHTWEIGHT CONCRETE PLANK CHANNEL FOR WATER NEOPRENE GASKET ROOFING MEMBRANE RIGID INSULATION STRUCTURAL CONCRETE

6

LIGHTWEIGHT CONCRETE PLANK NEOPRENE GASKET SCALENE NOTCH ROOFING MEMBRANE

E

RIGID INSULATION STRUCTURAL CONCRETE

CEILING

E

GLAZING

CONCRETE FINISH

WAFFLE STRUCTURE FLOOR SLAB

HEATING PIPES

PLASTIC FOAM INSULATION

CONCRETE SLAB

RIGID INSULATION

CONTINUOUS FOOTING PILE CAP GEO-FABRIC WRAP

4' - 0"

3/4" STONE SURROUND

4" DRAIN PIPE

PILES AT GRID INTERVAL

Wall section

7


Beyond Survival Provisional Solution for Displacement Thesis

• THESIS STATEMENT AND ABSTRACT: The number of displaced people, victims, of natural disaster or war is increasing. The international disasters database (EM-DAT) show a rise in natural disasters each year from 1970. Natural disasters and war are becoming more common. Humanitarian agencies have provided temporary and emergency solutions for over 70 years. All the shelters and camps are new temporary cities which will appear in less than a day and disappear in not less than a year. Based on United Nations High Commissioner for Refugees (UNHCR), 21.3 Million out of 65.3 million displaced people are refugees who spend an average of 17 years in camp. In that case, being a refugee is more than a temporary state.

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Thinking of refugee camps as more than temporary centers will help create a healing place in which there is hope for future. In this thesis, I will redefine the concept of humanitarian architecture as a solution which is more than a charity; it is an opportunity that will provide hope and shape the future of humanity. A designed temporary city (camp) will create a social heart in which displaced people can find the memory of the home and sense of identity they left behind. For the purpose of creating a sense of identity and dignity, this design should be a flexible enough as a response to several disasters and locations with possibility of bringing their expression of their home. I have decided to design a adoptable refugee camp for a variety places with different climate/event conditions.


My Conceptual Model has three different layers, each represents one scale of a refugee camp. The top layer is a gridded layout as a symbol of a designed space. The middle layer is a map of Damascus, Capital of Syria. Yellow paints on the map emphasizes on public spaces which brings a community together. These spaces are missing from current refugee camps. There is white strip under it to draw more attention to this element of hope. The bottom layer is the most important one. A broken mirror to symbolize the lost identity. The model is installed in a way that a viewer will be able to look into the mirror and interact with it.

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5.91 m 11.70 m 12.66 m 13.00 m

12.00 m

Lot area study based on area flexibility 10

Micro scale final design

11.70 m

Exploded axon

Unit configuration study was based on: -Structural Feasibility -Pole location -Interior Configuration -Landscape practicality


Material

Exploded axon

• 3D printing with sand, bamboo, and local material

• BARRISOL

10 cm

4 cm

10 cm

Detail section

4.50 m 2.20 m

Detail plan

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1

12


4m

4m

1.5 m

2

1

2 Middle scale floor plan

Level 2 2.00

Level 1 0.00

13


Split Level Ranch Energy Efficient House in Hamilton, MA

Pionarch,LLC Residential New House

Designing, Drafting, Rendering Designed to accommodate the idea of a simple floor plan of a split level ranch house to create a modern energy efficient building. The placement of exterior elements and windows links the exterior of the house to the interior and creates a flattering and dynamic facade. The metal roof structure provides the opportunity of creating open framing and a high wide roof with low maintenance with energy efficiency in mind. The roof gives a modern look to the building with a form language that wraps around the building and connects the two split elements visually.

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CHA Russell Senior Housing in Cambridge, MA

STV, Inc

Residential Renovation

Designing, Drafting, Construction Administration

This project was renovation of Russell Apartments in order to efficiently use energy, water, and other resources while protecting occupant health. Russel Apartments is a concrete block and plank building, with brick veneer and synthetic stucco finish, connected in four, five and six-story, steplike rises with fifty two units.

15


7

6 23'-4"

1

1

A-501

A-501

NEW BASEBOARD FINNED TUBE BEDROOM A311 BR

LIVING ROOM A311 LR

NEW BASE CABINETS AND COUNTERTOP

1

CL 3 A311 CL3 5

RF

1

CT 8

A-485

6

BATHROOM A311 B

7

NEW SINK

1

NEW 12" DEEP WALL CABINETS

NEW SHOWER PAN, WITH SOLID SURFACE SIDE WALLS

CL 2 A311 CL2

NEW LAVATORY AND FAUCET

12 A-481

NEW WALL CABINETS AND GWB FASCIA

11

A-481 15

ENTRY A311 E

14

NOTE: ALL FLOOR FINISHES TO BE NEW RESILIENT FLOOR (VINYL PLANK) UNLESS NOTED OTHERWISE .

7 A-496 NEW COUNTER

NEW 4' HIGH SOLID SURFACE WAINSCOT NEW COMFORT HEIGHT FLOOR MOUNTED TOILET

CL 1 A311 CL1

NEW REFRIGERATOR NEW PANTRY UNIT SEE 5 / A-431 FOR LOCATION AT UNIT A X01

1S

KITCHEN A311 K

13

NEW RANGE AND RECIRCULATING HOOD

1C

1'-0" UNIT NUMBER

DN

THIRD FLOOR - UNIT A311 NEW PLAN - BASEBOARD

UNIT TYPE A

UNIT TYPE C 4

5

23'-4"

1 A-501

NEW BASEBOARD FINNED TUBE LIVING ROOM D307 LR

BEDROOM D307 BR

NEW LAVATORY AND FAUCET HINGED PADDED SEAT, 16" DEPTH MIN AND 24" LENGTH MIN

CL 3 D307 CL3

NEW BASE CABINETS AND COUNTERTOP

1

CL 2 D307 CL2

1C

NEW GWB FASCIA AND SOFFIT NEW REFRIGERATOR

CL 1 D307 CL1

RF

*

CT BATHROOM 9 D307 B

NEW SHOWER PAN, WITH SOLID SURFACE SIDE WALLS 12

1S

A-485

10

NEW SINK

1 ENTRY D307 E

2

NEW 12" DEEP WALL CABINETS

21 24

A-481

22

11 23

NEW COMFORT HEIGHT FLOOR MOUNTED TOILET NEW 4' HIGH SOLID SURFACE WAINSCOT

1S

4R

UNIT TYPE B

16

NEW COOKTOP AND RECIRCULATING HOOD

KITCHEN D307 K

1R 6 A-496

NOTE: ALL FLOOR FINISHES TO BE NEW RESILIENT FLOOR (VINYL PLANK) UNLESS NOTED OTHERWISE .

NEW COUNTER UNIT NUMBER

THIRD FLOOR - UNIT D307 NEW WORK PLAN - BASEBOARD

UNIT TYPE D


LOW EXPANDING SPRAY APPLIED FOAM INSULATION TO FILL CAVITY

B

STV, Inc.

TPO ROOFING TERMINATION PT BLOCKING AS REQUIRED, TYP. MTL. ROOF FLASHING CONT. SEALANT AT MTL FLASHING, TYP.

3 1/2" 5"

8 1/2"

Detail

LOW EXPANDING SPRAY APPLIED FOAM INSULATION TO FILL CAVITY

D

TPO ROOFING TERMINATION PT BLOCKING AS REQUIRED

T.O. STEEL 8'  0"

SEALANT 3 1/2"

CONT. VAPOR BARRIER

5"

EXTERIOR GRADE MOISTURE RESISTANT PLYWOOD SHEATHING

8 1/2"

2" STRUCTURAL MTL. DECK

G

PVC TRIM BEYOND

Bridge Head Houses

DOWNLIGHT LIGHTING FIXTURE, SEE ELECTRICAL DWGS.

in Barnstable, MA

SELF ADHERING MEMBRANE FLASHING, OVERLAP MTL. FLASHING, TYP.

B3 A401

STV, Inc. Construction Documentation

TPO R

MTL. ROOF FLASHING

T.O. STEEL 8'  0"

T.O. 8'  0

TPO ROOFING ON SLOPED RIGID INSULATION 1" PROTECTION BOARD

PT B

2" ST C LOW EXPAN FOAM INSU

2" STRUCTURAL MTL. DECK SELF ADHERING MEMBRANE FLASHING

B1 A401

SELF

SELF ADHERENT MEMBRANE FLASHING CONT. VAPOR BARRIER

DRIP EDGE BACKER ROD AND SEALANT

BACK

S

MTL. FLASHING

MOISTURE RESISTANT PTD GWB STEEL DOOR SYSTEM SHOWN DASHED

DRIP EDGE BACKER ROD AND SEALANT STEEL WINDOW SYSTEM LOW EXPANDING SPRAY APPLIED FOAM INSULATION TO FILL CAVITY 2X6 BLOCKING MOISTURE RESISTANT PTD GWB

CEDAR SHAKE LOOK PVC SIDING BEYOND

PT B

MOISTUR

PT B

PVC TRIM BOARD

SELF

S

BAC PVC TRIM BEYOND

C

T.O. 4'  7

BRIDGE RAIL BEYOND STEEL WINDOW SYSTEM BACKER ROD AND SEALANT LOW EXPANDING SPRAY APPLIED FOAM INSULATION TO FILL CAVITY

AIR/WATER RUBBER SEAL

CEDAR S

MTL. FLASHING IN CONT. BED OF SEALANT

EXTE RESISTANT

MTL. DOOR SILL

MOISTUR 3 1/2"

A1 A401

T.O. S 3'  0"

PV

PVC TRIM BOARD SELF ADHERING MEMBRANE FLASHING OVERLAP VAPOR BARRIER, TYP.

CONTINUOUS SEALANT

CONT. MTL. FLASHING CONT. VAPOR BARRIER EXTERIOR GRADE MOISTURE RESISTANT PLYWOOD SHEATHING MOISTURE RESISTANT PTD GWB PVC CEDAR SHAKE SIDING BATT INSULATION, TYP. INDUSTRIAL VINYL BASE FULLY ADHERED TO WALL SYSTEM AND CONCRETE

STRUCTURAL CONCRETE DECK, SEE STRUCTURAL DWGS, TYP.

COLD

CONCRETE INFILLED CURB AT EXTERIOR WALL, SEE STRUCTURAL DRAWINGS, TYP. STRUCTURAL STEEL BASE PLATE, SEE STR. DWGS, TYP. SELF ADHERING MEMBRANE FLASHING OVERLAP MTL. DRIP EDGE FLASHING

A201

3"

B2

EXTERIOR GRADE SPRAY ON WATER PROOFING SEALING GAP BETWEEN FACE OF CURB AND COLUMNS AND

B

EXTERIOR GRADE MOISTURE RESISTANT PLYWOOD SHEATHING BATT INSULATION MOISTURE RESISTANT PTD GWB CONCRETE INFILLED CURB AT EXTERIOR WALL,

SELF FLASHIN

SIDEWALK LEVEL 0"

SIDE 0"

CONT

ANCHOR BOLTS BEYOND

STR PLATE

CONT. MTL. DRIP EDGE AND COUNTER FLASHING

1 1/2" = 1'0"

PVC CEDAR SHAKE SIDING SELF ADHERING MEMBRANE FLASHING OVERLAP VAPOR BARRIER

CONCR

STRUCT

CONT. MTL. DRIP EDGE FLASHING

SECTION DTL AT TYP. DOOR

CONT

ARCHITECTURAL FINISH POLISHED CONCRETE FLOOR WITH WATER TIGHT SEALER APPLIED, TYP. B3 A201

DTL AT TYP. WINDOW SILL 1 1/2" = 1'0"

INDUST ADH

A POLISH WITH

COLD FORM MTL. STUD WALL IN FILL AS REQUIRED

A3 A401

COLD

CON

B5

17

A201


Princeton Theological Seminary in Princeton, NJ

Rayford W. Law Architecture and Planning Independent Contractor Tennent Roberts Studios

Site Sections design and documentation, Site planning, Pre-schematic and Programming

Stockton Street

Edgehill Road

Hibben Road

35'-0"

Stockton Street

2 2 2

2

2 1

2

2

2

2

2

2

2 25'-0"

2

Key Plan Existing

2

25'-0"

2 2

2

50'-0"

25'-0"

2

2

2

2

50'-0"

2

Hibben Road

50'-0"

2

2

Edgehill Road

2 2

2

50'-0"

" 35'-0

2

2 1

Stockton St.

Roberts Hall

Tennent Hall

50'-0"

2

Site Sections

2

2

2

2

106 Stockton St. 2 50'-0"

Existing Section North South

2

Parking below

Edgehill Road

Hibben Road

80'-0"

Stockton Street

Hibben Road

Key Plan Proposed

Edgehill Road

50'-0"

Stockton Street

Key Plan Existing

Stockton St.

Tennent Hall North

Whiteley Gymnasium Rayford W Law / EwingCole

Parking

Hibben Rd.

Tennent Campus

Tennent Hall South

Princeton Theological Seminary

Proposed Section North South

Roberts Hall

0 4

12

92 St. 20 Stockton 40

Existing Section West East

Edgehill St.

13 May 201

Edgehill Road

Hibben Road

Stockton Street

Key Plan Proposed

Housing

Hibben Rd.

Tennent Hall North

Parking

Tennent Hall South

92 Stockton St.

Edgehill St.

Proposed Section East West

18 Rayford W Law / EwingCole

Tennent Campus

Princeton Theological Seminary

0 4

12

20

40

14 May 2019


Majd AlAnjar playground in BĂŠqaa, Lebanon

BSA/ BSLA Global Design Initiative for Refugee Children Volunteering Work

Pre-Schematic Design, Schematic Design, Construction Documentation

Typical Footing Detail

Site Plan

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