UPDATED_DETAIL_DRAWINGS_S_HASHEMI

SINA HASHEMI 2024 PORTFOLIO SELECTED WORKS architecture . design

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The Intertwined Circular Library

2023 Winter Location: Brooklyn, NY Duration: 12 Weeks Group Academic Project Instructor: Francesco Martire This project emphasizes a circular design approach that revolves around a cycle of construction and deconstruction.

“Intertwined” reconceptualizes the ground as a transformative element by integrating green infrastructure into an industrial urban fabric.

Through life cycle sustainability, adaptability, and efficiency, the design creates a dynamic spatial connection between the street and the central canal.

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The ground plays a pivotal role as a bridge between the project’s western side and the canal, shaping and connecting various programs.

It functions as a receptor for public space and landscape, characterized by its transformable, performative, active, and productive qualities.

The initial model sketches for ‘Intertwined’ explore various ground configurations, investigating alternative approaches to form, texture, and spatial relationships.

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The project explored ground as a transformative element using it as a key design driver.

Section drawing served the starting point, guiding the development of the form, material selection, contextual integration and open spaces.

The design process was iterative, involving physical sketch models and sectional studies with a focus on harmonizing the built environment with the natural landscape.

The project incorporates a courtyard that significantly enhances passive cooling and thermal efficiency through the strategic use of materiality and form.

3D-printed model showcasing the structural details of ‘Intertwined’.

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8

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Radiation Mapping North East

South West

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North West

BUILDING INFORMATION Facade Areas (ft2) North South West East Roof Total

Area

13,122 18350 12,274 12,255 34563 90,564

Ground Floor 2nd Floor 3rd Floor 4th Floor 5th Floor Total

% window

0.45 0.59 0.67 0.19 0

27173 18366 8746 28903 16687 99875

Opaque

7166 7368 3960 9806 34563 62863

Glazed

5956 10982 8314 2449 0 27701

N/A N/A N/A N/A N/A N/A

SUMMER - COOLING HEAT GAIN Qskin North Wall East Wall West Wall South Wall Roof

R

25 25 25 25 25

Qwindow North South West East

R

Qinf

Area exposed (all walls) ft2

Qvent Mechanical Ventilation Q internal

Volumetric Flow rate (cfm)

Cooling Load Latent Heat Sensible Heat Total

Latent as %sensible

HEAT LOSS UA env (Btu/hF) Sum of UA (roof, wall, windows) UA inf (Btu/hF) ACH*vol*air cap Heat Loss Rate UA env + UA inf Balance Point Temp Tb = Ti - Qi/UAtotal

Qppl (Btu/h ft^2)

UA roof+wall ACH (per hr) HLR (Btu/hF)

4 4 4 4

U

0.04 0.04 0.04 0.04 0.04

U

0.25 0.25 0.25 0.25

A

A

7166 7368 3960 9806 34563

5956 10982 8314 2449

DETD (y)

DCLF

2.5 2.5 2.5 2.5 30

11 11 12 11

0.15

2514.52 0.1

Btu/h

76,970.51 513136.783 590,107.29

UA windows indoor air vol (ft^3)

6925.25

Tons

6.415 42.76 49.175

UA env

9439.77 heat air capacity (Btu/(ft^3*F)) 1467409.33 0.018

2641.336794

12081.10679

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HEAT LOSS Same as Summer Cooling

Btu/h*F

HEAT GAIN Q solar

Btu/h VS or HS (for window glazing) Ave Solar Insolation Btu/day*ft2

Balance Point Temp

Ti

Heating Load UA total * delta T

UA total (Btu/hF)

11 11 12 11

y1(DETDb)

y1(DCLFb)

Qi (Btu/h)

590,107.29

UA total

12081.10679

Tb (F)

29.15453385

Heat Loss Rate Total (Btu/hF) 12081.10679

708 500

Area of window ft^2

(Btu/h) Qsolar/hr

Q solar /day 10982 0

7775256 0

323969 0

91552.08333

65

12081.10679

7.5 7.5 7.5 7.5 35

13 13 14 13

x0(d

x0(d

Infil Factor Btu/h ft2 @ 85F

WINTER - HEATING

Q int/h

y0(DCLFa)

2.5 2.5 2.5 2.5 30

Q inf Btu/h 0.7 44004.1 ventilation factor (Btu/(h*cfm)) Q vent (Btu/h) 1500 13.5 20250 Qequip (Btu/h ft^2) Qlight (Btu/h ft^2) hours occupied Area (ft^2) Q int/h 1.3 0.4 0.5 10 99875

62863

Ti

Qint Same as Summer Cooling

y0(DETDa)

Qi (Btu/h)

delta T (F) T in - T bp

415521.0833

34.3942894

UA total (Btu/hF)

Btu/h

12081.10679

415521.0833

Tb (F)

tons

30.6057106

34.62675694

Q in 91552.08333 (Qpp

designTa)

designTa)

Heat Loss Through Windows, Walls, and Roof

Opaque Surfaces Area (Sq.ft) R-Value North Wall 7166 South Wall 7368 East Wall 9806 West Wall 3960 Roof 34563

25 25 25 25 25

Glazing North Windows South Windows East Windows West Windows

4 4 4 4

Area

5956 10982 2449 8314

R - Value

U- Value

U - Value

Total heat gain

85 85 85 85 85

85 85 85 85

x1(designTb)

x1(designTb)

90 90 90 90 90

90 90 90 90

x (design T for DETD wanted)

x (design T for DCLF wanted)

nt formula pl+Qequip+Qlight)*(hrs occupied/24)*A

UA*DETD 716.6 736.8 396 980.6 41475.6 44305.6 A*DCLF 85 65516 85 120802 85 99768 85 26939 313025

85 85 85 85 85

Heating Loads: 34.626 tons Cooling Loads: 49.175 tons Balance Point Temperatures: Winter BPT : 30.60 F Summer BPT: 29.154 F

0.04 0.04 0.04 0.04 0.04

0.25 0.25 0.25 0.25

UA Total

UA Total

286.64 294.72 392.24 158.4 1382.52 2514.52

1489 2745.5 612.25 2078.5 6925.25 9439.77

Radiation Mapping

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Energy Use Intensity Energy Use Intensity 20

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16

14

[kWh/m2/yr]

12

10

8

6

4

2

0 Jan

Mar

May Equip

Jul Fans

Light

HotWater

Sept Heat

Cool

Nov

Embodied Carbon Global Warming Potential (GWP)

A4 Transport 7 Glass (A1-A3)

A5 Construction 8 Insulation (A1-A3)

1 Ready mix concrete (A1-A3) 9 Wood (A1-A3)

3500

3000

2500

t CO2e

2000

1500

1000

500

0

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2 - Updated_Model

4S 10 G

Steel (A1-A3) Gypsum (A1-A3)

Solar Analysis Diagram

North East

Solar analysis diagram using Rhino and Climate studio.

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South West

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Perforated panels crafted from recycled aluminum form a dynamic façade, striking a balance between transparency and privacy while optimizing ventilation and light diffusion.

Birch trees, native to the project’s environment, are seamlessly integrated into the built landscape, their distinctive white trunks providing a striking natural contrast to the architectural composition.

Diagrammatic section highlights spatial organization, zoning, and programmatic relations

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Approximately 1,100 solar PV panels were needed based on analysis.

The roof could support 1,350 panels allowing extra space for a green roof.

The auditorium, elevated by timber and steel trusses, offers a spacious interior and expansive views of the canal at the rear.

ships within the circular library.

2nd Floor Plan

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3rd Floor Plan

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Facade detail

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Assemblies ID

Assembly Dr

Building Science Assignment 04

W01 Spandral Glass ID Panel

Assembly Drawing

W01 Exterior Spandral Glass S01 Panel

Perforated steel Clad Soffit

308.3

S01

Perforated steel Clad Soffit R01

Exterior

R01 Green roof on CLT Deck

W01

S01

R01 Green roof on CLT Deck

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Exterior 365.1

rawing

Description

200mm Metal Framing 46mm Spandral Glass white coated 200mm Rigid Insulation (x2 Sheets) 2mm Air and Moisture Barrier 200mm Fire Protection Caulk 300mm CLT Wall

150 mm Corrugated Recycled Perforated Aluminum Sheet (white coated) 750mm Air gap 10mm Reclaimed Stainless Steel Sheet (Painted White) 2mm Air and Moisture Barrier 100mm Rigid Insulation (x2 Sheets) 200mm CLT Wall 40mm Air Gap (Provision for Electrical Coduits and other services) 40mm Finish Board ( white painted Gypsum board Interior wall)

Width

RSI

950mm

8.65

1292mm

6.7

1404mm

8.2

Vegetation (Growing 800 mm (max.) - 200 mm (Min)) 2mm Filter Fabric 50mm Drainage layer 2mm Air Moisture Barrrier 100mm continous rigid Insulation (x2 Sheets) 50mm Roof Membrane 200mm CLT Slab (Exposed from bottom of the ceiling 800mm Mass Timber Roof Beam

To enhance the aesthetics of the space, a reflective perforated steel soffit was incorporated to mirror the surrounding landscape.

The perforated metal used in the soffit is made from recycled steel to reduce carbon emissions.

Soffit enclosure detail

150 mm Corrugated Recycled Perforated Aluminum Sheet (white coated) 750mm Air gap 10mm Reclaimed Stainless Steel Sheet (Painted White) 2mm Air and Moisture Barrier 100mm Rigid Insulation (x2 Sheets) 200mm CLT Wall 40mm Air Gap (Provision for Electrical Conduits and other services) 40mm Finish Board (white painted Gypsum board Interior wall)

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150 mm Corru (white coated) 750mm Air ga 10mm Reclaim 2mm Air and M 100mm Rigid 200mm CLT W 40mm Air Gap services) 40mm Finish B wall)

Vegetation (Gr 2mm Filter Fa 50mm Drainag 2mm Air Moist 100mm contin 50mm Roof M 200mm CLT S 800mm Mass

The use of triple-glazed windows with gradient coatings and a perforated metal soffit made of recycled aluminum enhances the building’s sustainability and comfort while ensuring privacy in the spandrel areas.

A courtyard view of The Intertwined highlights the semi-open gathering space, featuring a reflective soffit that enhances the ambiance.

2M

2M

0

0

-10

0

-10

3M

3M

3M

0

Partial Section

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Part Elevation

Partial Section

2M

2M

2M

2M

2M

2M

Part Elevation

0

0

0

0

0

0

0

0

0

0

0

-10

0

-10

0

-10

0

-10

0

-10

0

-10

0

3M

3M

0

Clamp De

3M

3M

Clamp De

2M

0

0

0

0

2M

3M

3M

2M

0

0

0

0

2M

0

0

Part Elevation 0

-10

0

-10

Clamp 0 -10Detail

0

-10

0

0

Part Elevation

Clamp Detail

Clamp Detail

3200.002 3200.000

650.000

202.000

62.000

25mm Carpet flooring 40mm flooring system (wooden Flooring interlocking) 450 mm Ais Space (Raised access floor includes ooms for HVAC Ductwork, Fiber optics & other services) 60mm recycled Concrete 200 mm CLT Slab Air Vapour Barrier R30 Insulation 25 mm Corrugated Metal Panel 25 mm Recycled Perforated Steel

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Project 3: Floor-to-Floor Building Enclosure Study ARC2048 | Alex Lukachko, Daniel Chung | March 17, 2023

ID

S Concrete Floor Slab

R3 R2 Precast Concrete Clad Soffit

R2

S

R3 Recycled Aggregate Concrete Cast Panels on CLT Deck Curved Roof

Zi Xiao (John) Shen | 1003814820

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Assembly Drawing

Description

Width

RSI

508 mm

32.8

304.8 mm

26.3

431.8 mm

48.4

6 inch clear stone / gravel fill 6 inch XPS insulation (4.7 R-value) drainage mat dampproof 8 inch reinforced concrete slab 2.5 inch precast concrete w. aggregate 1.5 inch air gap water proofing 4 inch XPS insulation (4.7 R-value) 4 inch wind bearing steel studs (thermally broken) 2.5 inch precast concrete w. aggregate 1 inch air gap 1 mm water proofing 8 inch XPS insulation (4.7 R-value) 5.5 inch ply CLT deck

*

Please refer to the excel attached for calculation process and sources of RSI

Flashing Water Control

Concrete Slab Base Floor System

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Existing three-dimensional building section

Roof Assembly

Roof construction: layer of bituminous mastic (durumfix) on concrete slab covered with

Concrete lintel. This acts to support the masonry above. It is not a true lintel; it is suspended

Pocket in lintel for rolling shades.

Sliding wood window. This is the typical window of most of the villas of the 1920s.

Wall construction: cavity wall formed of two layers of concrete masonry

Typical floor construction: lost tile and concrete.

Plaster Exterior Finish

Interior Finish

Concrete Slab Base Floor System

Air seal toward the interior edge of the window frame permits drainage of leakage through the window

Triple Glazed IGU Water and Air Flashing Water Control Gypsom Board Interior Finish 100mm Continuous insulation - extruded polystyrene, expanded polystyrene, polyisocyanurate or spray polyurethane (sealed as air control layer); in practice, spray-applied closed-cell spray polyurethane foam provides the best chance of continuity

Metal Channel 200mm Concrete Block Support EIFS Exterior Finish

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Modified three-dimensional building section

The goal of the enclosure redesign was to improve the environmental and energy performance of the building, while scaling down the size of the wall itself. The history of the Villa Savoye was known for poor performance and usage for the occupants within heat loss, leakage, and poor insulation. The proposed wall system looks to improve this through a modern and sustainable fashion. From grade to roof, a new system is introduced which creates a continuous layer of water, air, and thermal controls. Traditional single glazed windows were raplaced with triple IGU which significantly improves the heat loss through openings.

Continuous insulation on the interior and exterior elements helps to decrease energy loss significantly.

12mm tile Interior Finish Smarttrac Radiant panel with tubing channel for 10mm PEX/PERT pipe

Concrete Slab Support

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Snowfall in Intertwined’s Courtyard

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Library Interior with Courtyard: A double-height ceiling library featuring natural light and showcasing CLT architecture.

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2

Seedbank at Kayanase

2022 Winter Location: Caledonia, ON Duration: 7 Weeks Individual Academic Project Instructor: Adrian Phiffer

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The Seedbank at Kayanase is a Haudenosaunee institution dedicated to the conservation of plant genetic diversity for the future genearations.

The designated building serves as a place where traditional Indigenous knowledge intersects with Western science, and community engagement is promoted and facilitated through educational programs.

Two Parts

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Elevated greenhouse featuring a truss structure, dedicated to preserving seeds for future generations.

The elevation addresses flood vulnerability in the area and symbolizes the resilience and cultural heritage of the indigenous community. The greenhouse is strategically positioned to be visible from the nearby highway, serving as a prominent landmark.

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The elevated greenhouse is designed with a truss structure to preserve seeds for future generations.

Its raised elevation addresses local flood risks while symbolizing the resilience and cultural heritage of the indigenous community.

Positioned to be visible from the nearby highway the greenhouse stands as a prominent representation of Longhouses rooted in Haudenosaunee culture.

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The Bazaar

2024 Winter Location: Shiraz Duration: 12 Weeks Academic Thesis Project Instructor: Jeannie Kim Historically, bazaars have played a pivotal role in shaping numerous cities, serving not only as centers for economic activity but also social and cultural exchange.

Originating from the tenth century, these complexes incorporated various programs such as educational institutions, bathhouse, worship places, caravanserais, and manufacturing. Moving beyond the Orientalist perspective, this research examined bazaars as urban spines that precipitated the development of cities along the Silk Road, including Shiraz, Isfahan, and Tabriz.

Sited specifically at the Bazaar Vakil in Shiraz this reasearch posits that the adaptable and resilient architecture of the Bazaar has allowed this locally specific typology to adjust to various shifts in geopolitics and ideology while maintaining its indispensable role in urban life.

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In the early 19th century, a section of the bazaar underwent demolition to facilitate urban development and the expansion of transportation infrastructure.

Tensile structure was designed using Grasshopper and Rhino.

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A tensile canopy joins the demolished sections of the Bazaar, providing a semi-covered sp

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pace that connects the North and South entrances.

+110.35

T/ROOF 15

6" 8'-0"

8'-6" 2.59

6'-0"

T/PL

8'-0"

2'-0"

2nd FLOOR 2'-0 1/4"

+107.42

15

13'-7"

15

FIN. MAIN FL. 31

3'-11 1/4" 1.2

15

17

GARAGE ENTR.

T/BASEMENT SLAB

-11' - 9 1/2"

6"

+100.47

12

6"

-8' - 0"

17

6"

6"

6"

project:

253 ST.CLEMENT AVENUE

drawing:

6"

revisions:

DEC.21,2018-issued for COA DEC.28,2018-issued for PERMIT APR.16,2019-issued for TLAB 1 OCT.28,2019-issued for permit2

Revit, 3DS MAX, CORONA,MAIN PHOTOSHOP, LIGHTROOM ELEVATION(NORTH)

#253

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MIN.4'

+101.63

-7' - 10"

30

MIN.4'

E.G.

7'-10 1/2" 2.4

+101.68

11'-9 3/4" 3.6

30

7'-0"

FIN. 1ST FL. 8"

+102.87

-3' - 11"

7'-0"

0' - 0"

1'-0" 1'-6"

15 9'-0"

+104.07

11'-0" 3.35

7'-6"

11'-0" 3.35

3'-11"

11' - 0"

2'-0"

31

28'-5 1/4" 8.67

+110.01

19' - 6"

8'-6" 2.59

20' - 7"

4"

T/PARAPET

6"

+110.45

20' - 11"

1'-1 1/4" 0.34

Custom House Design

scale:

page:

1/4" = 1'-0"

A 06

THIS UNDERSIGNED HAS REVIEWED & TAKES RESPONSIBILITY FOR THIS DESIGN, & HAS THE QUALIFICATIONS & MEETS THE REQUIREMENTS SET OUT IN THE O.B.C. TO BE A DESIGNER

Ali Shakeri BCIN#24574 F&A Associates Ltd. BCIN#30998

1 ALL WORK SHALL BE CARRIED OUT IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE LATEST REVISION OF THE ONTARIO BUILDING CODE. 2. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. 3. DO NOT SCALE DRAWINGS. 4. ALL DIMENSIONS AND INFORMATION SHALL BE CHECKED AND VERIFIED ON THE JOB AND ANY VARIANCES OR DISCREPANCIES MUST BE REPORTED TO F&A ASSOCIATES BY PHONE AND SUBSEQUENT WRITTEN CONFIRMATION PRIOR TO COMMENCEMENT OF THE WORK. 5. USE ONLY LATEST REVISED DRAWINGS OF THOSE THAT ARE MARKED "ISSUED FOR CONSTRUCTION".

6. ALL STRUCTURAL DESIGN MUST BE REVIEWED AND APPROVED BY CERTIFIED STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION

3DS MAX, CORONA, PHOTOSHOP, LIGHTROOM

#3A & 3B

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Revit, 3DS MAX, PHOTOSHOP, LIGHTROOM

#350

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Toronto, ON Hotel Interior Lead Artist - Pureblink 3DS MAX, CORONA, PHOTOSHOP, LIGHTROOM

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Toronto, ON Retail & Residential Lead Artist - Pureblink 3Ds Max, Photoshop, Effects, PHOTOSHOP

ALT HOTEL

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Vancouver, BC Urban Planning Lead Artist - IBI Group LUMION, SKETCHUP, AFTER EFFECTS, PHOTOSHOP

DUCKISLAND

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Vancouver, BC Architectural Concepts for Single-Family Homes in Vancouver, BC AI generated

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SELECTED WORKS 2018-2024

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