Shahryar's Portfolio (XCT) by Shahryar Nowzari

PORTFOLIO SHAHRYAR NOWZARI

1. RÉSEAU EXPRESS MÉTROPOLITAIN (REM)

Location: Montreal, Quebec

Size: 27 stations

Architect: Perkins & Will

My Involvment: PRE SD, SD, DD, CD, CA

My Role: Station(s) Designer/Lead - BIM

Status: Under Construction, Built

Description: The largest public transportation infrastructure project for the metropolitan area since 1966, the REM project is rewriting the story of Montréal’s future through transit.

At 27 stations across 67 kilometers, it will be one of the largest automated transportation systems in the world. Equally impressive, the project has broad aspirations related to culture, identity, and sustainability.

A system-wide design that captures the speed of trains and rhythm of the passing landscape to create a new identity for the line and the city.

CONNECTION, RHYTHM, IDENTITY

INTRODUCTION CONCEPTS - VISION 1.2

Horizontal lines representing the speed of travel are depicted on the facades of the platform volumes to manifest the movement of trains. The rhythmic vertical lines, expressed on plazas and the facades of vertical circulation volumes that connect stations to communities, represent the kinetic succession of scenery. Together, this system-wide design captures the speed of trains and rhythm of passing landscape to create identity.

MOUVEMENT

LE MOUVEMENT

La signature du projet s’exprime à travers un langage commun présent dans chacune des composantes du REM, tant dans l’aménagement des sites, dans l’architecture des bâtiments que dans les ouvrages d’art.

Le mouvement est l’idée forte qui soustend le design à l’échelle du réseau.

Tel un diptyque, le REM permet d’expérimenter la métropole sur deux échelles étroitement liées, qui se complètent l’une l’autre et interprètent à leur manière les mêmes principes d’intégration urbaine, d’écoresponsabilité et de signature architecturale et paysagère.À l’approche des stations, le mouvement perd de sa vitesse pour devenir arrêt et la dynamique du mouvement vertical prend son sens. C’est la transition de l’usager entre l’échelle territoriale où la vitesse permet une expérience globale du territoire et l’arrêt, qui permet d’expérimenter l’échelle humaine des quartiers.

Extrait de la Charte (2017) p.31

CAHIER DES CRITÈRES DE DESIGN - ARCHITECTURE - PI 7

KIRKLAND STATION ELEVATED

PANAMA STATION UNDERGROUND

VOLUMÉTRIE _ PRINCIPES GÉNÉRAUX TYPOLOGIES DES STATIONS 2.1

KIT OF PARTS

The spaces within each station make a system of four distinct volume components, identified and composed as a kit of parts to simplify programming and construction across all station types while creating a common identity. Establishing a clear system of components allows us to configure a large array of station types, whether elevated, bermed, at grade, trenched or underground.

VARIATION TYPOLOGIQUE DES VOLUMES

Les stations sont classées en cinq typologies déterminées en fonction de la position du quai par rapport au sol. La modulation des volumes s’adapte à chacune des conditions pour atteindre une volumétrie et une organisation optimale.

Toutefois, cette stratégie devrait être interprétée différemment à chaque station, leur permettant d’être une réponse unique à chaque site tout en demeurant cohérentes entre elles.

Principes généraux

–– Renforcer la signature identitaire du REM par l’utilisation d’éléments reconnaissables.

–– Favoriser les alignements pour permettre une volumétrie épurée et minimaliste.

–– Intégrer les espaces techniques en continuité des volumes principaux pour en diminuer la présence visuelle.

–– Favoriser le positionnement de l’entrée près de la voie publique et au même niveau.

Extrait de la Charte (2017) p.58

Volumétrie des stations souterraines

Les volumes hors terre des stations souterraines répondent aux mêmes critères que les volumes des autres stations. Les quais et volumes de circulation des stations souterraines sont entièrement enfouis et répondent à des critères spécifiques à chaque contexte. L’aménagement des stations souterraines est présenté dans les cahiers de plan de chacune des stations.

STATION TYPOLOGIES

ELEVATED BURMED AT GRADE TRENCH

UNDERGROUND

AÉRIENNE

À NIVEAU

SUR TALUS

EN TRANCHÉE

SOUTERRAINE

CAHIER DES CRITÈRES DE DESIGN ARCHITECTURE - PI 14

MODULAR DESIGN

The use of prefabricated steel, glass and wood creates an elegant and warm identity, and promotes construction efficiency

MAIN STRUCTURAL COMPONENTS

Fritted Glass Module with Signature Motif Curtain Wall Structural Steel Frame CLT Roof Deck Panels Platform Screen Door System Prefabricated Box Beam and Concrete Slab

KIRKLAND STATION ELEVATED

ROXBORO STATION ELEVATED

4.1

ENVELOPPE - PRINCIPES GÉNÉRAUX

MATÉRIAUX - AÉRIENNE

ENVELOPE - GENERAL PRINCIPLES

Materials pallter follows the architectural signature which is based on three main themes: movement, identity and transparency.

Verre tympan simple devant l’épaisseur des planchers avec motifs signatures et traitement pour agencé le verre vision adjacent et verre tympan double

* Single spandrel glass in front of the slab thickness with signature patterns and treatmen to match adjacent vision glass and double spandrel glass

Verre tympan double (unité scellée) devant l’épaisseur des planchers avec motifs signatures pour agencé le verre vision adjacent.

** Double spandrel glass (sealed unit) in front of slab thickness with signature pattern to match adjacent vision glass.

M1 T * *

** **

CAHIER DES CRITÈRES DE DESIGN - ARCHITECTURE - PI 48

MR4 MR3 MR3 MR1 BE MR2

CURTAIN WALL - MODULATION OF PANELS

MODULARITÉ DES PANNEAUX

Modularity of Panels

La modulation des panneaux est présentée pour le mur-rideau, mais s’applique également aux panneaux de béton préfabriqués, aux panneaux métalliques et autres parements en panneau.

MOTIF SIGNATURE SUR LE VERRE ET LE BÉTON

Le motif représentant le mouvement est découpé en module de motif sur le verre et sur le béton. La modulation des motifs pour exprimer le mouvement est représentée sur les élévations agrandies des stations en respectant l’esprit des schémas suivant.

Signature Patterns on Curtain Wall and Concrete Panels

MOTIF SIGNATURE DES LAMES VERTICALES

Certaines stations distinctives ont un traitement architectural qui s’ajoute, voir section 4.8.

DES CRITÈRES DE DESIGN - ARCHITECTURE PI 54

CRITÈRES DE DESIGN - ARCHITECTURE

CAHIER DES

Certaines stations distinctives ont un traitement architectural qui s’ajoute, voir section 4.8.

MOTIF

Curtain Wall - Vertical

MOTIF SIGNATURE MODULE D OPACITY 67% DOUBLE LINES 1587,5 1587,5 1587,5 1587,5 VARIABLE 1587,5 74,4 c/c 50 CURTAIN WALL PLATFORM MODULE 74,4 c/c 50 25 148,8 c/c 50 25 148,8 c/c 25 50 148,8 c/c 25 MODULE C OPACITY 50% DOUBLE LINES 1/2 MODULE B1 OPACITY 25% DOUBLE LINES 1/2 MODULE B OPACITY : 25% DOUBLE LINES 1/2 MODULE A OPACITY : 17% SIMPLE LINES TOTAL OPACITY 43%* * CONSIDERING EQUAL NUMBER OF MODULES. MULLIONS 6.2% OPACITY 198,4 c/c 99,2 c/c 49,6 c/c 36,9 c/c 1587,5 1587,5 1587,5 1587,5 MODULE 5 OPACITY 67% SUBDIVISION 43 25 25 25 25 CURTAIN WALL VERTICAL CIRCULATION MODULE 25 25 25 MODULE 4 OPACITY 50% SUBDIVISION : 32 MODULE 3 OPACITY 25% SUBDIVISION : 16 MODULE 2 OPACITY 12.5% SUBDIVISION 8 MODULE 1 OPACITY 0% SUBDIVISION 0 1587,5 VARIABLE 25 TOTAL OPACITY 45%* * CONSIDERING EQUAL NUMBER OF MODULES (NO MOD. 1). MULLIONS 6.2% OPACITY ENVELOPPE - MUR-RIDEAU 4.2 CAHIER DES CRITÈRES DE DESIGN MUR-RIDEAU VERTICAL MUR-RIDEAU HORIZONTAL MODULE 1 Subdivision 0 MODULE A Lignes simples MODULE 2 Subdivision 8 MODULE B ½ Ligne double MODULE 3 Subdivision 16 MODULE E ½ Ligne double MODULE 4 Subdivision : 32 MODULE C ½ Ligne double MODULE 5 Subdivision : 43 MODULE D Lignes doubles

Concrete Panel - Vertical

DES CRITÈRES DE DESIGN - ARCHITECTURE PI 54

CAHIER

MOTIF SIGNATURE DES LAMES VERTICALES PI 54

MODULATION DES PANNEAUX

ENVELOPPE - MUR-RIDEAU 4.2 CAHIER

SIGNATURE MODULE D OPACITY 67% DOUBLE LINES 1587,5 1587,5 1587,5 1587,5 VARIABLE 1587,5 74,4 c/c 50 CURTAIN WALL PLATFORM MODULE 74,4 c/c 50 25 148,8 c/c 50 25 148,8 c/c 25 50 148,8 c/c 25 MODULE C OPACITY 50% DOUBLE LINES 1/2 MODULE B1 OPACITY 25% DOUBLE LINES 1/2 MODULE B OPACITY 25% DOUBLE LINES 1/2 MODULE A OPACITY 17% SIMPLE LINES TOTAL OPACITY : 43%* CONSIDERING EQUAL NUMBER OF MODULES. MULLIONS 6.2% OPACITY 198,4 c/c 99,2 c/c 49,6 c/c 36,9 c/c 1587,5 1587,5 1587,5 1587,5 MODULE 5 OPACITY : 67% SUBDIVISION 43 25 25 25 25 CURTAIN WALL VERTICAL CIRCULATION MODULE 25 25 25 MODULE 4 OPACITY 50% SUBDIVISION 32 MODULE 3 OPACITY 25% SUBDIVISION 16 MODULE 2 OPACITY 12.5% SUBDIVISION 8 MODULE 1 OPACITY 0% SUBDIVISION 0 1587,5 VARIABLE 25 TOTAL OPACITY : 45%* CONSIDERING EQUAL NUMBER OF MODULES (NO MOD. 1). MULLIONS 6.2% OPACITY ENVELOPPE - MUR-RIDEAU

CAHIER DES CRITÈRES DE DESIGN MUR-RIDEAU VERTICAL MUR-RIDEAU HORIZONTAL MODULE 1 Subdivision : 0 MODULE A Lignes simples MODULE 2 Subdivision : 8 MODULE B ½ Ligne double MODULE 3 Subdivision 16 MODULE E ½ Ligne double MODULE 4 Subdivision 32 MODULE C ½ Ligne double MODULE 5 Subdivision 43 MODULE D Lignes doubles MOTIF SIGNATURE MODULE D OPACITY 67% DOUBLE LINES 1587,5 1587,5 1587,5 1587,5 VARIABLE 1587,5 74,4 c/c 50 CURTAIN WALL PLATFORM MODULE 74,4 c/c 50 25 148,8 c/c 50 25 148,8 c/c 25 50 148,8 c/c 25 MODULE C OPACITY 50% DOUBLE LINES 1/2 MODULE B1 OPACITY 25% DOUBLE LINES 1/2 MODULE B OPACITY 25% DOUBLE LINES 1/2 MODULE A OPACITY : 17% SIMPLE LINES TOTAL OPACITY 43%* * CONSIDERING EQUAL NUMBER OF MODULES. MULLIONS 6.2% OPACITY 198,4 c/c 99,2 c/c 49,6 c/c 36,9 c/c 1587,5 1587,5 1587,5 1587,5 MODULE 5 OPACITY 67% SUBDIVISION 43 25 25 25 25 CURTAIN WALL VERTICAL CIRCULATION MODULE 25 25 25 MODULE 4 OPACITY 50% SUBDIVISION : 32 MODULE 3 OPACITY 25% SUBDIVISION : 16 MODULE 2 OPACITY 12.5% SUBDIVISION 8 MODULE 1 OPACITY 0% SUBDIVISION 0 1587,5 VARIABLE 25 TOTAL OPACITY 45%* * CONSIDERING EQUAL NUMBER OF MODULES (NO MOD. 1). MULLIONS 6.2% OPACITY ENVELOPPE - MUR-RIDEAU 4.2 CAHIER DES CRITÈRES DE DESIGN ARCHITECTURE - PI 60 MODULE 2 SUBDIVISION : 8 VARIABLE MODULE 3 SUBDIVISION : 16 MODULE 4 SUBDIVISION 32 MODULE 5 SUBDIVISION 43 CONCRETE PANELS TECHNICAL MODULE 25 25 25 198,4 c/c 99,2 c/c 49,6 c/c 36,9 c/c 1587,5 1587,5 1587,5 1587,5 25 25 25 25 1587,5 MODULE 1 SUBDIVISION 0 25 12,5 PROFIL PLAN 25 12,5 La variation de densité du motif signature sur les panneaux de mur-rideau et de béton sert à illustrer le thème du mouvement à travers l’ensemble des stations. Les motifs dans le panneau de béton et dans le panneau de verre se correspondent pour une cohérence du rythme dans l’élévation. ILLUSTRER LE MOUVEMENT

DE BÉTON VERTICAL MUR-RIDEAU VERTICAL MUR-RIDEAU HORIZONTAL MODULE C1 Subdivision 0 MODULE 1 Subdivision 0 MODULE A Lignes simples MODULE C2 Subdivision 8 MODULE 2 Subdivision 8 MODULE B ½ Ligne double MODULE C3 Subdivision : 16 MODULE 3 Subdivision 16 MODULE E ½ Ligne double MODULE C4 Subdivision : 32 MODULE 4 Subdivision : 32 MODULE C ½ Ligne double MODULE C5 Subdivision : 43 MODULE 5 Subdivision : 43 MODULE D Lignes doubles

Signature Patterns on Vertical Blades

4.2

PANNEAUX

Curtain Wall - Horizontal

DU RUISSEAU STATION AT GRADE

TECHNOPARC STATION UNDERGROUND

TECHNOPARC STATION UNDERGROUND

2. WHITBY SPORTS COMPLEX

Location: Whitby, Ontario

Size: 11 469 m2

Architect: Perkins & Will

My Involvment: SD, DD, CD, TENDER

My Role: Designer - BIM

Status: Construction Ground Break

Description: The design of the North Whitby Sports Complex evokes the indigenous landscape of Durham County - one which has been erased from the immediate site. The concept draws inspiration from the surrounding natural features and their formation over time through three stages:

Glacial Ice shaped the landscape that we now move through, carving valleys and depositing till into mounds.

Forests thrived on the soft soil deposits on either side the rocky valleys and stream beds.

Humans adopt and build upon these natural pathways and clearings, creating a connected and inhabited landscape.

Clearing Forest Connectors

LIVING DESIGN

A Net Zero Community Complex sets the strategies and ordering principals for the new recreational and civic landscape.

1. District Energy System

A geothermal district energy plant supports the Recreation Complex, park amenities and future adjacent development.

2. Habitat Restoration

A a grouping of denuded former agricultural plots are reinvested with native plant species, wetlands and a low impact public realm.

3. On-Site Renewable Energy

The Complex is heated an cooled through on site geothermal and powered by a 300KW/hr roof top PV array.

4. Inclusivity & Accessibility

Access and Inclusion inform the building interior and public realm to a high degree.

Ramps connect levels instead of stairs. A civic plaza supports cultural events and gatherings.

5. Local and Regional Transit

The project siting takes advantage of connections to a regional commuter bus station, providing pedestrian access, amenity and parking to commuters.

DESIGN RATIONALE

Position the building in an optimal location that best mediates between both sides of the site

Rotate and Connect the building to establish a clear bridge the two sides of the site

Expand the entry points and public zones for a richer community experience.

Event Plaza, a view from the southwest

SITE PLAN

1. Spots Complex 2. Future Program 3. Parking 4. Basketball Courts 5. Tennis Courts 6. Pickleball Courts 7. Playground 8. Skatepark 9. Multi-Use Field 10. Event Plaza 11. District Energy System

GROUND LEVEL

LEVEL 2

1. Atrium 2. Reception 3. Gymnasium 4. Concession 5. Arenas 6. Pool Area 1. Mezzanine 2. Gymnasium Track 3. Warm Viewing Area 4. Arts Room 5. Meeting Room 6. Pool Viewing Area

Arena as seen from the spectator seating, with visual connections to the rest of the facility for passive and warm viewing

View of the aquatics facility, including a 10 lane competition pool and a leisure pool

BUILDING SECTIONS

1. Gymnasium Track 2. Gymnasium 3. Pool 4. Pool Viewing Area 5. Meeting Room 6. Accessible Ramp 7. Arena

Visual connection to other spaces in the facility, integrated walking track and stretching area, acoustic attenuation, retractable basketball backstops for flexible use of space, high quality and durable wood sports flooring

Program rooms, flexible warm arena viewing and event space, barrier free ramp access

A barrier-free ramp to level 2, high visual contrast in finishes and fittings, accessible service counter, integrated public art; a durable, flexible, naturally lit and acoustically treated space to accommodate a variety of uses.

South elevation with the storm water management facility and naturally planted area in the foreground.

A demonstration project for the Whitby Green standard including: 30 % canopy coverage within 12 years, 40 EV charging spaces, dark sky compliant lighting, pollinator gardens, habitat restoration and Low Impact Design landscaping

3. OTTAWA CONFEDERATION LINE EXTENSION

Location: Ottawa, Ontario

Size: 9 Stations

Architect: Perkins & Will

My Involvment: DD, CA

My Role: Contract Admin - BIM

Status: Under Construction, Built

Description:

The Ottawa Confederation Line Phase 2 project is an extension of the existing Confederation Line, currently under construction.

During the design process an in-depth contextual analysis of each station was undertaken where each station’s site context, urban connections, roads, cycling and pedestrian pathways were analyzed.

The results in combination with microclimatic analysis informed the location and orientation of the entrances for each facility that best accommodates seamless transition between the surrounding communities, pedestrian and bicycle access through multi-use pathways, as well as intermodal facilities, parking, and passenger pick-up and drop-off.

LINCOLN FIELDS

MAIN ENTRANCE

KIT OF PARTS

The architecture and design approach achieves a common brand identity, shared across all stations for unity and consistency across the line. The commonalities are achieved on multiple levels including feature brand elements like the iconic stations roofs, elevator enclosures, station lanterns, as well as standardization in system-wide common elements like elevators, escalators, windscreens, furniture, wayfinding, lighting and CCTV.

The roof form and perimeter wind screen design was carefully tested using daylighting and wind analysis to maximize passenger comfort and minimize snow and rain infiltration

PINECREST STATION PARK VIEW

DOMINION STATION ENTRY PLAZA

The elevator shroud is a unique signifier of the stations and externally reads as a curvilinear form that provides a sculptural quality to the station and as a strong iconic element of the design. The elevator shroud is held off the glass enclosure on a secondary steel frame with a series of standoff brackets and extends above the roofline of the building.

GRID MP -PERF ALUM SHROUD GS10 STRUCT FRMG STRUCT 6073 6073 6073 6073 S U T R M O T P GRID GRID GRID GRID STRUCT FRMG STRUCT FRMG STRUCT FRMG STRUCT FRMG GRID HORIZ STRUCT FRMG -REFER TO STRUCT STRUCT FRMG TO T/ MP 350 MIN FROM FACE OF STRUCT FRMG TO T/ MP 350 MIN FROM FACE OF STRUCT FRMG EQ EQ Q Q Q Q 6073 6073 E6 GRID 1050121965112191050 MP -PERF ALUM SHROUD GS10 STRUCT FRMG STRUCT FRMG STRUCT FRMG TO BOT/ MP 600 FROM FACE OF SYSTEM (REFER TO STA DWGS) 2540 Q 50 3 TOP OF SHROUD PLAN -DOUBLE ELEVATOR -TYPE A -CURVED SHROUD 50 2 CONCOURSE PLAN -DOUBLE 6073 3 6073 P-EL01 6082 P-EL02 GRID GRID GRID MP -PERF ALUM SHROUD GS10 R M F C F DIVIDER BEAM REFER ALSO TO STRUCTURAL STRUCT FRMG STRUCT FRMG VARIES EQ EQ 6073 6073 6073 6073 T R U C R G M P O O GRID GRID GRID GRID STRUCT FRMG STRUCT FRMG STRUCT FRMG STRUCT FRMG ROOF BELOW MP -PERF ALUM SHROUD GRID HORIZ STRUCT FRMG -REFER TO STRUCT STRUCT FRMG TO T/ MP STRUCT FRMG TO MP 350 MIN FROM FACE OF STRUCT FRMG MP -PERF ALUM SHROUD EQ EQ 6073 6073 6073 6073 6073 6082 6082 P-EL02 6083 P-EL04 6083 E6 E6 E6 GRID GRID GRID GRID (REFER TO STA DWGS) 5190 HOISTWAY WIDTH 2 1050121965112191050 VARIES MP -PERF ALUM SHROUD GS10 STRUCT FRMG STRUCT FRMG STRUCT FRMG STRUCT FRMG STRUCT FRMG STRUCT FRMG GRID 600 FROM FACE OF STRUCT STRUCT FRMG TO BOT/ MP 600 FROM FACE OF DIVIDER BEAM REFER ALSO TO STRUCTURAL ELEV CAB ELEV CAB EJ SYSTEM (REFER TO STA DWGS) EJ SYSTEM (REFER TO STA DWGS) 2540 MIN 110 2540 MIN E Q EQ EQ NO PART OF THIS DOCUMENT MAY BE REPRODUCED, PUBLISHED, CONVERTED, OR STORED IN ANY DATA RETRIEVAL SYSTEM, OR TRANSMITTED ANY FORM BY ANY MEANS (ELECTRONIC, MECHANICAL, PHOTOCOPYING, RECORDING, OR OTHERWISE) WITHOUT THE PROPER WRITTEN PERMISSION. DRAWING NUMBER ENGINEERING JV LRT19-1019 DRAWN SEALED PRIMARY SEAL SECONDARY SEAL (IF REQUIRED) KEY MAP - EAST N.T.S. 100 11"x17" KEY MAP - WEST N.T.S. LAYOUT INFORMATION BASED ON DEGREE MTM ZONE NAD 83 ORIGINAL COORDINATE SYSTEM. COMBINED SCALE FACTOR .9999 MODIFICATIONS 50 22"x34" ELEVATOR -DOUBLE CAB -TYPE (CURVED SHROUD) TROPPMANN D. ARTHURS M. TREACY ALL SEGMENTS EJV-S0GENR-ARC-DWG-6072 COMMON ELEMENTS 50 3 TOP OF SHROUD PLAN -DOUBLE ELEVATOR -TYPE A -CURVED SHROUD 50 2 CONCOURSE PLAN -DOUBLE ELEVATOR -TYPE A -CURVED SHROUD 1ISSUED FOR CONSTRUCTION (SIN-0057) 6073 6073 4 6073 2 6073 6073 6082 P-EL01 P-EL02 GRID GRID GRID GRID GRID 6083 6083 P-EL03 MP -PERF ALUM SHROUD GS10 G O R M C F (REFER TO STA DWGS) 5190 HOISTWAY WIDTH H W A E H DIVIDER BEAM REFER ALSO TO STRUCTURAL STRUCT FRMG STRUCT FRMG STRUCT FRMG STRUCT FRMG STRUCT FRMG MP -PERF ALUM SHROUD ELEV CAB ELEV CAB E6 E6 1050121965112191050 STRUCT FRMG STRUCT FRMG TO BOT/ MP 450 FROM FACE OF STRUCT FRMG TO BOT/ MP 450 FROM FACE OF VARIES SYSTEM (REFER TO STA DWGS) EJ SYSTEM (REFER TO STA DWGS) 2540 MIN 2540 MIN ELEV PIT LADDER, TYP. EQ EQ Q Q Q Q SLOPE ELEVATOR PIT TO DRAIN (MIN 1%) P-CM42 6073 5 6073 6073 1 6073 6073 0 0 M N O M F E O GRID GRID GRID GRID STRUCT FRMG STRUCT FRMG STRUCT FRMG STRUCT FRMG ROOF BELOW MP -PERF ALUM SHROUD GRID STRUCT FRMG TO T/ MP 350 MIN FROM FACE OF STRUCT FRMG TO MP 350 MIN FROM FACE OF STRUCT FRMG MP -PERF ALUM SHROUD EQ EQ 5 6073 6073 6073 6073 6082 P-EL01 6082 P-EL02 6083 P-EL04 6083 E6 E6 E6 GRID GRID GRID GRID O M F E O (REFER TO STA DWGS) 5190 HOISTWAY WIDTH H O S T W Y D T 2 1050121965112191050 VARIES MP -PERF ALUM SHROUD GS10 STRUCT FRMG STRUCT FRMG STRUCT FRMG STRUCT FRMG MP -PERF ALUM SHROUD GRID FRMG TO BOT/ MP STRUCT FRMG TO BOT/ MP 600 FROM FACE OF DIVIDER BEAM REFER ALSO TO STRUCTURAL ELEV CAB ELEV CAB (REFER TO STA DWGS) EJ SYSTEM (REFER TO STA DWGS) 2540 MIN 110 2540 MIN E E EQ EQ NO PART OF THIS DOCUMENT MAY BE REPRODUCED, PUBLISHED, CONVERTED, OR STORED IN ANY DATA MEANS (ELECTRONIC, MECHANICAL, PHOTOCOPYING, RECORDING, OR OTHERWISE) WITHOUT THE PROPER WRITTEN PERMISSION. DRAWING NUMBER ENGINEERING JV SCALE LRT19-1019 DRAWN SEALED PRIMARY SEAL SECONDARY SEAL (IF REQUIRED) KEY MAP - EAST N.T.S. TITLEBLOCK: 863.6mm 558.8mm EJV 2019 100 11"x17" ASSET No. KEY MAP - WEST N.T.S. LAYOUT INFORMATION BASED ON DEGREE MTM ZONE NAD 83 ORIGINAL COORDINATE SYSTEM. COMBINED SCALE FACTOR 0.9999 MODIFICATIONS DESCRIPTION DATE R19/ARCH_CLE_COMMON_ELEMENTS_R19.rvt 50 22"x34" ELEVATOR -DOUBLE CAB -TYPE A (CURVED SHROUD) D. ARTHURS M. TREACY ALL SEGMENTS EJV-S0GENR-ARC-DWG-6072 COMMON ELEMENTS 50 1 PLATFORM PLAN -DOUBLE ELEVATOR -TYPE A -CURVED SHROUD 50 3 TOP OF SHROUD PLAN -DOUBLE ELEVATOR -TYPE A -CURVED SHROUD 50 2 CONCOURSE PLAN -DOUBLE ELEVATOR -TYPE A -CURVED SHROUD 1ISSUED FOR CONSTRUCTION (SIN-0057)

QUEENSVIEW STATION PLATFORM VIEW

Platforms are designed to be open and free from visual obstructions which in combination with clear wayfinding allow for safe and easy passenger navigation

The design of the new stations is driven by the desire to maintain the integrity of the overall system while meeting the obligations of passenger comfort, accessibility, sustainability, and appropriate contextual response to the immediate surroundings of the stations.

NEW ORCHARD MAIN

ENTRY

4. VISTRIA CHICAGO 38TH FLOOR EXPANSION

Location: Chicago, Illinois

Size: 21,932 square feet

Architect: Perkins & Will

My Involvment: Permit - Tender

My Role: Designer Status: Under Construction

Description:

In the first phase, a Chicago-based private investment firm focused on middle-market companies in healthcare, education, and financial services industries engaged Perkins&Will to design an environment reflective of their company culture, while maintaining a welcoming atmosphere for their clients. The guest experience was reinforced by the display of their extensive art collection.

During the second phase, the remainder of the floor plan was redesigned to create the effect of an understated and enduring space, complemented by minimalist details and soft materiality.

UP DN STAIR NO. UP FLOOR PLAN GENERAL NOTES LEGEND FLOOR PLAN KEYNOTES 1. ALL NEW PARTITIONS SHALL BE TYPE A41, UNO; REFE TO SHEET A61-01 FOR MORE INFORMATION. PARTITION TYPES AND FIRE RESISTIVE RATINGS INDICATED ARE TO BE CONTINUOUS FOR THE LENGTH AND HEIGHT OF THE PARTITION, INCLUDIN ABOVE DOORS AND GLAZING. 2. THE CONTRACTOR SHALL PATCH AND REPAIR ALL EXISTING & NEW WALL SURFACES PRIOR TO APPLYING FINISHES. 3. WHERE EXISTING WALL BASE OR WALLCOVERING HAS BEEN REMOVED, SKIM COAT WALL SURFACE TO MAKE SMOOTH O MATCH ADJACENT CONSTRUCTION SO AS NOT TO TELEGRAPH THROUGH NEW FINISH. 4. WHERE PARTITION TO ALIGN WITH THE FACE OF AN EXISTING DRYWALL CORNER OR EDGE, REMOVE THE EXISTING CORNER BEAD, TAPE, APPLY JOINT COMPOUND, AND SAND SMOOTH. NEW AN EXISTING DRYWALL TO BE IN THE SAME PLANE WITH NO VISIBLE JOINTS. 5. OPENINGS IN GYPSUM BOARD FOR ELECTRICAL AND COMMUNICATION RECEPTACLE, PIPING, DUCTWORK, AND OTHER PENETRATIONS SHALL MAINTAIN TIGHT TOLERANCES, WITHI 1/2 INCH OF EDGE OF PENETRATING ELEMENT. EXPOSED EDGES SHALL BE COVERED BY TRIM PLATES OR ESCUTCHEONS. 6. SEAL PENETRATIONS IN GYPSUM BOARD CONSTRUCTION ABOVE FINISHED CEILING TO PREVENT SOUNDS LEAKAGE AT ACOUSTICAL PARTITIONS AND AT DEMISING PARTITIONS, UNLESS NOTED OTHERWISE. PENETRATIONS AND OPENINGS ABOVE CEILING IN EXISTING PARTITIONS SHALL BE FILLED OR SEALED TO MATCH EXISTING WALL CONSTRUCTION. 7. OPENINGS IN RATED WALLS, FLOORS, CEILINGS AND OOF ASSEMBLIES SHALL BE SEALED WITH FIRE RESISTIV JOINT SYSTEM OR PROTECTED WITH A FIRE-RATED CHASE. 8. ALL GYPSUM BOARD WALLS TO RECEIVE TILE OR FRP INISHES SHALL HAVE TILE BACKER BOARD. GYPSUM BOARD AT OTHER WALLS IN TOILET ROOMS AND KITCHENS TO BE WATER-RESISTANT GYPSUM BOARD. ALL GYPSUM BOARD CEILINGS PROVIDED IN FOOD SERVICE AREAS AND TOILET ROOMS SHALL BE WATER-RESISTANT GYPSUM BOARD. 9. ALL EXISTING CONCRETE WALLS AND CONCRETE OR STEEL COLUMNS ARE TO BE FURRED-OUT WITH METAL STUDS OR HAT CHANNELS AS MINIMALLY AS REQUIRED FOR THE INSTALLATION OF CONDUIT, JUNCTION BOXES, ACCESSORIES, BLOCKING, ETC., EXCEPT WHERE THE WALLS AND COLUMN ENCLOSURES ARE REQUIRED TO ALIGN OR ARE DIMENSIONED TO THE CONTRARY. 10. PROVIDE METAL BACKING PLATES OR FIRE-TREATED WOOD BLOCKING IN PARTITIONS FOR ALL WALL-ANCHORED CASEWORK, MILLWORK, FURNITURE, TVS/MONITORS, ARTWORK, GRAB BARS, RAILINGS, SHELVING, AND OTHER WALL-ATTACHED ITEMS. COORDINATE WITH FURNITURE PLANS AND SPECIFICATIONS FOR WALL-MOUNTED FURNITURE LOCATIONS. COORDINATE PLACEMENT AND INSTALL BLOCKING PRIOR TO CLOSING WALLS. 11. EXPOSED WOOD SHALL BE FINISH GRADE HARDWOOD - FILLED, SANDED, AND READY FOR SCHEDULED FINISH. 12. CONTRACTOR SHALL SURVEY FLOOR ELEVATIONS TO DETERMINE SCOPE OF FLOOR LEVELING AND REMEDIAL REPAIR WORK, AND INCLUDE WORK CONTRACTOR SCOPE TO MEET FLOOR LEVELING REQUIREMENTS OF SPECIFICATIONS. 13. PARTITIONS NOT DIMENSIONED ARE GENERALLY LOCATED BY ONE OF THE FOLLOWING CRITERIA: A. CENTERLINE: CENTER OF PARTITION ALIGNS WITH THE CENTER OF GRIDLINE OR OBJECT CENTERLINE (SUCH AS COLUMN OR MULLION). CENTER THE OVERALL PARTITION WIDTH RATHER THAN STUD WIDTH ON THE LINE. B. ALIGN: LOCATE PARTITION FLUSH WITH FACE OF GYPSU BOARD, OR OTHER SURFACE INDICATED. C. MAINTAIN DIMENSIONS NOTED AS 'MINIMUM', 'CLEAR', OR 'HOLD'. 14. WHEN UNDIMENSIONED PARTITIONS APPEAR IN CONJUNCTION WITH DOOR OPENINGS, DOOR WIDTH AND DOOR FRAME DETAILS DETERMINE LOCATION OF ADJACENT WALLS AND FRAMES. 15. UNLESS NOTED OTHERWISE, DIMENSIONS ARE TO THE FACE OF FINISHES (TILE, PAINT, WALLCOVERING). THIS EXCLUDES FABRICWRAPPED PANELS, WOOD/GLASS MILLWORK PANELS. THIS S OF PARTICULAR IMPORTANCE WHERE DIMENSIONS ARE CRITICAL, SUCH AS RESTROOMS. 16. LAYOUT PARTITIONS FOR ARCHITECT TO REVIEW FOR DESIGN INTENT. DO NOT PROCEED WITH INSTALLATION OF RUNNERS OR STUDS WITHOUT THIS REVIEW. 17. LOCATE DOORS FROM FACE OF INTERSECTING PARTITION TO INSIDE EDGE OF DOOR FRAME, UNLESS NOTED OTHERWISE. 18. WHERE NEW PARTITION IS CONTINUATION OF AN EXISTING PARTITION, THE FACE OF THE NEW FINISHED PARTITION SHALL BE ALIGNED WITH THE FACE OF THE EXISTING FINISH. TA1 P1 XX/A-XXX 301A A31 FEC/FHV DENOTES AREA "NOT IN CONTRACT" EXISTING DOOR NEW PARTITION DOOR TAG (NEW DOOR) PARTITION TYPE TAG EXISTING PARTITION KEYNOTE MILLWORK PLUMBING TAG ACCESSORY TAG FRAME TYPE FIRE EXTINGUISHER/ FIRE DEPARTMENT VALVE EXISTING TOILET OR URINAL AND FLASH VALVE TO BE REINSTALLED REUSE EXISTING GLASS HERCULITE DOORS IF APPLICABLE EXISTING REFRIGERATORS TO BE REPLACED MILLWORK SCREEN TO MATCH EXISTING PROVIDE IN-WALL NON-COMBUSTIBLE BLOCKING (SHEET METAL) FROM 3'-10"AFF TO 7'-10"AFF, END OF WALL TO END OF WALL. PROVIDE COAT ROD AND HAT SHELF AS PER DETAIL X/A50-05. DIVIDING MARK BETWEEN ADA HEIGHT AND REGULAR HEIGHT SHALL BE MEASURED AT THE MIDWAY POINT OF THE DOUBLE DOORS (VIF). EXISTING WALL TO BE LAMINATED WITH 5/8" GYP BD. PROVIDE ADDITIONAL FULL HT DOUBLE LAYER OF DRYWALL. TO INCREASE THE ACOUSTIC SEPARATION BETWEEN GUEST RESTROOM & OFFICE TO 56 STC. GC, TO VIF. PATCH REPAIR WALL. CUT IN EXISTING DRYWALL PARTITION MILLWORK SLOT W/ NARROW GLASS LITES. COORDINATE W/ MILLWORK SHOPS AND ARCHITECT IN FIELD 10PROVIDE WATER LINE AND FLOOR DRAIN TO ACCOMMODATE COCACOLA VENDING MACHINE SYRUP RACK AND C02 TANKS. INSTALL ILTRATION CARTRIDGES AT WATER LINE. A A.7 A.9 B C D E F G H J.1 J.3 K 7 8 9 10 11 12 13 14 15 16 17 18 OFFICE 38-75 OFFICE 38-76 OFFICE 38-77 OFFICE 38-78 OFFICE 38-79 OFFICE 38-80 OFFICE 38-81 OFFICE 38-82 OFFICE 38-83 OFFICE 38-84 OFFICE 38-85 BOARDROOM 38-86 OFFICE 38-74 OFFICE 38-73 OFFICE 38-72 OFFICE 38-70 OFFICE 38-69 OFFICE 38-68 CLOSET 38-67 OFFICE 38-62 OFFICE 38-63 OFFICE 38-64 OFFICE 38-65 OFFICE 38-66 CONFERENCE 38-71 GOLF SIMULATOR 38-44 OFFICE 38-60 OFFICE 38-59 CONFERENCE 38-40 CONF 38-32A LOUNGE 38-61 WELLNESS 38-31A GUEST RESTROOM 38-15 LOUNGE 38-07 MEN'S 38-87 HALLWAY 38-101 OPEN OFFICE 38-91 AV CLOSET 38-106 HALLWAY 38-103 HALLWAY 38-102 OPEN OFFICE 38-90 COATS 38-92 A43-01 A43-01 1 A43-01 A43-01 SERVER 38-39 A45-02 A45-01 A45-02 10 A45-02 8 A45-01 A45-01 2 A45-01 A45-02 A45-02 2 5 P3 D41 D41 D41 A41 D41 D41 D41 A41 D41 D41 D41 D41 D41 38-85 38-84 38-83 38-82 38-81 38-80 38-79 38-77 38-78 38-76 38-75 38-71 38-66 38-65 38-64 38-63 38-62 38-70 38-69 38-68 38-72 38-73 38-74 38-86A 38-86B 38-61B 38-106 38-100A 38-31A 38-92B 38-92A 38-100B A41 A41 D41 D41 D41 P6 38-15 38-67A 38-104 38-01 38-67B 4 9" 38-40 V.I,F 7' 10" A45-01 A45-02 38-61A 38-44 RECEPTION 38-01 WOMENS 38-88 FRIEGHT ELEVATOR LOBBY 38-104 EAST STAIRS 38-107 WEST STAIRS 38-108 MECH. RM 38-105 ELEVATOR LOBBY 38-100 5'2 3' 0" EQ. EQ. 3' 8" A32 38-59 38-601 5 A50-03 A62-02 A61-01 TYPICAL A61-01 TYPICAL D91 C C C 138-105 38-101 38-107 38-108 C 10' 2" 13' 11" 13' 11" 13' 11" F61 D41ALIGN ALIGN 1311C O N F R M W A1 ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN C L 1 F61 D32 1'2' 38-88A CLOSET 38-109 2' 1" SIM OPH 10 3W A V C O N F R M5' FEC 1 2 2 2 4 4 7 1 P M A d k D VC h g E p N T VC h E 3/32" 1'-0" 1 LEVEL 38 -FLOOR PLAN 24' 16' 8' 4' Scale: 3/32" 1' -0"

Structural Core Mega frame taking the gravity load and lateral load at the same time. Main strategies Overlaying braced (enhanced lateral resistance) Branching column (more e cient load carrying) Mega frame process Mega frame Truss girders Floor slabs Glass enclosure Structural Core Mega frame Truss girders Floor slabs

design

5. GREEN UP - PROTOTYPE

attachment to different common spaces such as gardens, vineyards, courtyards and public thelevels of public, semi-public and private.

three levels of common space into design

Location: Shiraz, Iran

Size: N/A

Architect: Shahryar Nowzari

My Involvment: SD

My Role: Designer

Status: N/A

Community Gardens

The idea of this strategy is taken from the traditional culture of having a large public space in the middle. The design strategy is transformed to shift the public space to the corners in order to create semi public small gardens (community gardens) and better use of sunlight.

Description: Today, Shiraz averages 5-storey residential buildings. To strenghen urban centers, balance heights, and enhance the city’s skyline, this study suggests raising the average height to 15 storeys.

This project aims to present an alternative mixed-use, medium to high-density, sustainable system that prioritizes social and cultural interaction among residents while advancing the important concept of fostering a greener city.

Common space Hierarchy

Integration of three layers of green spce

Integration of three layers of green common space

Private Yards

a private yard. garden which is accessible to the residents of the tower, corner common spaces (community gardens), Integrated and exposed, Sufficient exposure to sunlight, Shared (semi public) Semi public Semi public Private Private Private Public Central Elevated Grape Garden Community Garden Private yards Semi public rchitecture T hesis , High density development protoype Shiraz, Iran, Shiraz 2040 and beyond 8

providing each unit

rchitecture T hesis , High density development protoype Shiraz, Iran, Shiraz 2040 and beyond 16

6. GO TRANSIT DESIGN EXCELLENCE GUIDELINES

Location: Ontario, Canada

Size: N/A

Architect: Perkins & Will

My Involvment: SD

My Role: Designer

Status: Published

Description: GO DEG represents the design principles and the visual, physical, and experiential elements required for GO stations and sites. It balances the consistent elements that form the backbone of the station experience, with variable elements that reflect a local or site-specific approach to design.

GO DEG strives to give physical substance to GO’s brand essence, making the transit experience easy and reassuring for the traveling public.

The design challenge is to visually and experientially unify the GO identity across a diverse network that has historically been created by many diverse hands, with an approach that refreshes legacy facilities and provides clear guidance for new-build projects.

LAKE ONTARIO LAKE SIMCOE OSHAWA WHITBY AJAX PICKERING ROUGE HILL GUILDWOOD EGLINTON SCARBOROUGH DANFORTH EXHIBITION KIPLING BLOOR WESTON YORK UNIVERSITY RUTHERFORD MAPLE KING CITY AURORA NEWMARKET EAST GWILLIMBURY BRADFORD BARRIE SOUTH ALLANDALE WATERFRONT RICHMOND HILL LANGSTAFF KENNEDY AGINCOURT MILIKEN UNIONVILLE CENTENNIAL MARKHAM MOUNT JOY STOUFFVILLE LINCOLNVILLE OLD CUMMER ORIOLE MALTON GEORGETOWN ACTON GUELPH MOUNT PLEASANT ETOBICOKE NORTH BRAMALEA BRAMPTON KITCHENER DIXIE COOKSVILLE ERINDALE STREETSVILLE MEADOW ALE LISGAR MILTON MIMICO LONG BRANCH POR CREDIT CLARKSON OAKVILLE BRONTE APPLEBY BURLINGTON ALDERSHOT HAMILTON ST CATHARINES NIAGARA FALLS UNION Stouffville Richmond Hill Lakeshore East Barrie Milton Lakeshore West Kitchener

TREE LINE WAY FINDING STATION BUILDING

The station building is the anchor for GO Station sites, and shall be each location’s most dominant visual element. It is a destination and area of transition for many passengers.

Programmatic configuration with public programs in the front.

Programmatic configuration with public programs wrapping around circulation

Programmatic configuration with extended exterior program

Programmatic configuration adapting to site restrictions

Section through portal and tunnel

The interior finishes of the portal continue the exterior language of bright white, large format panels that seamlessly integrate building systems and services such as selfserve kiosks and signage.

The soffit of the portal is an integral part of this component. Running from outside to inside, it is read as one continuous surface.

signage pendants and ventilation grilles. The soffit of the portal shall directly relate to the soffit of the parking structure lobbies, pedestrian bridges, and platform canopies. PAGE 4-23 Programmatic configuration with public programs in the front. Programmatic configuration with public programs wrapping around circulation Programmatic configuration with extended exterior program Programmatic configuration adapting to site restrictions T R R O M WC W M WC W T W O R O M WC W T R T M M WC R W T O M WC T R R O M WC W M WC W T W O R O M WC W T R T M M WC R W T O M WC T R R O M WC W M WC W T O O M WC W T R T M M WC W WC Public Circulation Exterior program Private Circulation Public Private Exterior Program

PAGE 4-23 Programmatic configuration with public programs in the front. Programmatic configuration with public programs wrapping around circulation Programmatic configuration with extended exterior program Programmatic configuration adapting to site restrictions T R R O M WC W M WC W T W O R O M WC W T R T M M WC R W T O M WC T R R O M WC W M WC W T W O R O M WC W T R T M M WC R W T O M WC T R R O M WC W M WC W T O R O M WC W T R T M M WC Public Circulation Exterior program Private

The white colour has been selected to create a contrasting environment from the

dark

charcoal

station

building. Primary portal should be extruded out of the station building at increments of wall panel-size modules. During dark hours, the portal should be lit up to provide clear wayfinding for passengers.

GO Station Building adaptation to site constraints

The portal may be adapted to address various site conditions and circulation patterns. These variations respond to the entry orientation relative to the container.

Simple transformations of Portal can address unique site conditions and provides examples of common configurations.

It may also be expanded to address concerns of topography and weather protection.

Based on the GO Ideal site configuration, Standard Straight is applied when the main pedestrian circulation path aligned or closely aligned to the threshold.

Straight

In a scenario where there are two major circulation routes arriving at both sides of the station building, Lateral Entrance can be applied as a solution to provide a single and clear wayfinding threshold for Go passengers.

Straight

Based on the GO Ideal site configuration, Standard Straight is applied when the main pedestrian circulation path aligned or closely aligned to the threshold

Lateral

Where there are two major circulation routes arriving at both sides of the station building, Lateral Entrance can be applied.

Corner

The corner of station building should be a threshold to accommodate passengers arriving from both directions.

Selected sites in the network experience grade changes. The flexibility of the frame should respond to these conditions by formally adjusting and scaling up as a respond.

Portal Transformations

Portal can be amplified to create a loggia for station building which can help bring more prominence to the station building and potentailly link buildings together.

The corner of station building should be a threshold to accommodate passengers arriving from both directions.

In transit-oriented or urban developments, the portal may be amplified to bring prominence to a corner condition while creating a exterior sheltered public plaza.

BASIC AMPLIFIED

STRAIGHT

LATERAL CORNER

Lateral Corner

7. MARKET

Location: Ontario, Canada

Size: N/A

Architect: Shahryar Nowzari

My Involvment: SD

My Role: Designer

Status: N/A

Description: This research studio was established to explore new physical and geometric surfaces that could enhance structural performance. Curved surfaces can serve as supports for various architectural considerations that may not be achievable in isolation.

intended large span space required for the market as the buildwas to support the roof system which is suitable for this context

The primary function of the building situated along Toronto’s waterfront is a community market, complemented by a structural system that accommodates a spacious indoor beach offering panoramic views of the lake

Structural system of the building is made of a set of concrete ribs, to create the intended large span space required for the market as the building program. In addition to spatial creation, the role of this bone like structure was to support the roof system which is suitable for this context (both the market place and the beach division).

This innovative building roof membrane is responsive to environmental conditions and provides dynamic shading for the indoor beach division of the building. The membrane is built from air-filled ETFE membrane cushions. This transparent cushion consists of three layers of plastic film which are welded together airtight along the edges and stretched between a concrete frame which is supported by the main structure.

This innovative building roof membrane is responsive to environmental conditions and division of the building. The membrane is built from air-filled ETFE membrane cushions. of plastic film which are welded together airtight along the edges and stretched between main structure.

providing a bone like supportive structure by a set of concrete ribs for the innovative building roof membrane which is responsive to environmental conditions and provides dynamic shading for the indoor beach division of the building.

innovative building roof membrane which is responsive to environof the building.

for the innovative building roof membrane which is responsive to environmental conditions and provides dynamic shading for the indoor beach division of the building.

The roof system is responsive to environmental conditions and providing active adjustable sun shading. A fully automatic control mechanism regulates the pressure in the two chambers of the cushions depending on the position of the sun and in doing so changes the position of the central layer of synthetic material which thus regulates the amount of incoming light.

The roof system is responsive to environmental conditions and providing active adjustable sun shading. A fully automatic the two chambers of the cushions depending on the position of the sun and in doing so changes the position of the central lates the amount of incoming light.

rchitecture R esearch S tudio , The Market , Structural curvatures

rchitecture The Market 39

providing a bone like supportive structure by a set of concrete ribs

rchitecture R esearch S tudio , The Market Structural curvatures 40

The responsive roof system includes adjustable sun shading. It uses automatic pressure control in cushion chambers to adjust synthetic material and control incoming light based on sun position

8. THE LINK

Location: Shiraz, Iran

Size: N/A

Architect: Shahryar Nowzari

My Involvment: SD

My Role: Designer

Status: N/A

Description:

The primary goal of this project is to establish a connection between the cherished “Ghasrodasht Gardens” and the city’s pedestrian network, realized through the creation of a parametrically designed pedestrian bridge.

Referred to as “The Link,” this architectural marvel serves as a vital conduit that unites diverse programs situated on both riverbanks, fostering a cohesive community for pedestrians, cyclists, and visitors.

rban D esgin Studio,

Design approach Connection 25m 75m 150m Pedestrian Path Vehicle Routes Sidewalk network 27 ties ones programs school, applying performance of place. Design Appealing

Ecotourism Shiraz, Iran, Ghasrodasht gardens

Restuarant Art Gallery Public Library performance/dance stage/venue Cafe Cafe Added Programscontribution to existing as Shiraz dental educational institutes, library, art gallery and educational sense rban D esgin S tudio , Ecotourism Shiraz, Iran, Ghasrodasht gardens 28

As an Architect, you design for the present, with an awareness of the past, for a future which is essentially unknown.

- Norman Foster

“ “