CANOPY

Environmental Design · Syeh Sazane Mehr Gostar · 2009–2010

Star Wash Canopy.

A large-span curved ACP canopy for a car wash and petrol station complex on Dadman Street, west Tehran — won through open competition and built on site over a six-month development cycle.

Role

Concept & Competition Win

Client

Mr. Farahzadi

Location

Dadman St., Tehran

Year

2009–2010

Star Wash Canopy — completed structure at Dadman Street, Tehran

01 — Project Overview

A canopy that had to be
stronger than the wind.

The Farahzadi car wash complex on Dadman Street in west Tehran already had an awning — a large-span fabric canopy installed by another company. It failed regularly. In any wind, even light, the structure would heave up and down, threatening safety and projecting an image of impermanence entirely at odds with the established Star Wash / Best Wash brand.

The designer was commissioned by Syeh Sazane Mehr Gostar to compete for the replacement canopy design. After winning the competition among several submitted proposals, the designer led the structure through full dimension documentation and supervised its manufacture and installation. From first site visit to final build: six months.

"Every design decision came from one clear issue. The previous canopy failed because it could not resist wind. That problem shaped everything, from the structural system to the material choices."

14m
Total canopy span
7.5m
Height to mast tip
4.5m
Clear height at centre
75cm
ACP panel tile width
6mo.
Site to completion

02 — The Problem

Why the existing
canopy failed.

Before this project, the car wash forecourt was sheltered by a fabric membrane canopy — a common and economical solution for commercial forecourts in Iran. The designer visited the site in multiple weather conditions before proposing any design, observing the behaviour of the structure under wind loads in real time.

The diagnosis was structural, not cosmetic. Fabric canopies at this scale fail in wind because they lack both rigid plane stiffness and sufficient anchoring tension — the membrane flexes and flaps, which amplifies load rather than shedding it. The height of the columns was also a compounding factor: taller columns mean a longer lever arm for any lateral wind pressure, producing greater oscillation at the canopy edge.

Root cause
Effect
Flexible membrane
No rigid plane to resist wind uplift — fabric flaps and amplifies load
Column height
Tall supports increase lever arm — small wind forces produce large oscillation
No tension system
Without cable stays, the canopy edge is free to move under lateral pressure
Brand perception
A moving canopy signals structural inadequacy — damaging for a premium car wash
Design response
Solution
Curved truss
Rigid primary structure — no membrane flex, no uplift oscillation
Cable stay system
Tension rods from mast top to canopy edge resist wind uplift directly
ACP panel cladding
Stiff, lightweight panels — add rigidity to the truss surface without dead load
Visual consistency
ACP colour and finish matched to the existing car wash building façade

03 — Design Process

Six months from site visit
to installation.

Month 1
Site observation — multiple weather visits
The designer visited the Dadman Street site repeatedly across different weather conditions — observing the behaviour of the existing fabric canopy under each scenario. The failure mode (oscillation driven by wind uplift on a tall, unbraced membrane) was identified from direct observation. This phase also established the key constraint: the new canopy had to clear the existing car wash portals and the height of vehicles passing beneath.
Month 1–2
Concept development — structural form finding
Two distinct structural families were explored in SketchUp: a tree-column system with branching curved arms supporting a polycarbonate roof, and a tensioned mast-and-cable system supporting a single continuous curved truss. The tree-column concept was visually distinctive but introduced fabrication complexity. The cable-stay truss was selected for structural clarity, wind resistance, and the clean sweeping form consistent with the car wash's commercial identity.
Month 2–3
Competition submission and selection
The design was submitted to an open competition among multiple proposals invited by the client. The submission included 3D renders, elevation drawings with full dimensions, and the structural rationale. The proposal was selected as the winning design — a competitive win from among multiple bidders — validating the design approach both aesthetically and technically.
Month 3–4
Dimension documentation and structural engineering
Following the competition win, the designer produced the full set of dimensioned drawings — plan, section, and elevation — used for manufacture and installation. Civil engineers consulted on structural calculation (column foundation depth: 3 m; column section: 330 mm; truss panel pitch: 750 mm). All spatial decisions, proportions, cable positions, and the overall structural concept remained the designer's authorship.
Month 4–6
Fabrication and on-site installation
The canopy was fabricated in-house at Syeh Sazane Mehr Gostar. The main curved truss was built as a structural steelwork assembly. ACP panels in white with red stripe banding were cut and fitted as the soffit cladding, matching the existing building façade. The cable stay system — black painted steel tension rods with red ball end caps — was installed as the final structural element. The structure has been in use without issue since completion.

04 — Structural Concept

The mast, the curve,
and the cable.

The structural concept is derived from bridge engineering — specifically the cable-stayed bridge, where a central mast under compression carries tension rods that support a horizontal deck. Applied to the canopy, the mast rises above the roof plane and the cables tie the outer canopy edge back to the mast head. This converts what would be a bending problem (wind trying to lift the canopy edge) into a pure tension problem in the cable — which steel handles with great efficiency.

The canopy surface is a single long curve spanning 14 metres — high at the building wall (7.5 m to mast tip, 4.5 m clear vehicle clearance at the low mid-point) and tapering to 1.9 m at the far edge. This asymmetric section profile sheds rainwater outward while maintaining generous clearance for vehicles beneath.

The curved truss was built from structural steel with 75 cm panel bays. Each bay carries one ACP panel on the soffit face — white with the red accent stripe running longitudinally, referencing the car wash brand identity painted on the building behind.

Component
Specification
Total span
14 m
Height — mast tip
7.5 m above ground
Clear vehicle height
4.5 m (building side) / 4.17 m (far side)
Height — outer edge
1.9 m (canopy tip)
Column section
330 mm diameter steel
Foundation depth
3.0 m
Truss panel pitch
750 mm
Tension system
Cable stays — mast head to canopy edge
Soffit cladding
Aluminium Composite Panel (ACP)
Colour / finish
White ACP + red accent stripe
Lighting
Recessed downlights in soffit panels
Mast finials
Red powder-coated steel ball caps
Wind tension → ACP soffit panels mast cable stays 14 m span 4.5m clear

Structural concept — mast, cable stay, and curved truss with ACP soffit. Wind uplift resolved by cable tension, not membrane stiffness.

Competition elevation — section with dimensions

Competition drawing — section elevation, selected concept

Competition elevation — full front view dimensioned

Competition drawing — front elevation with human & vehicle scale

05 — Design Development

From tree structure
to cable stay.

The early design studies explored two formally distinct structural families. Both are shown as SketchUp models produced during the competition phase. The tree-column concept used branching curved steel arms, each rising from a single ground point and splitting to support a polycarbonate roofing sheet — referencing organic and traditional Persian arch structures. However, each branching joint introduced fabrication complexity and potential failure points. The cable-stay truss was more direct, more buildable, and structurally superior under wind.

"The tree-column concept was visually rich — but it multiplied fabrication points and foundation requirements. The cable-stay truss solved the same problem with less material and greater wind stiffness. The simpler solution was the better one."

Early study — tree-column concept front view

Study model A — tree-column concept, front view

Early study — tree-column concept rear perspective

Study model A — tree-column concept, rear perspective

Final competition render — cable stay truss with striped soffit

Final competition render — approved cable-stay design

Final render — context view with car wash building

Final render — building context view

06 — Built Outcome

The canopy as built —
Dadman Street, Tehran.

The finished canopy replaced the fabric structure entirely. The photographs show the structure at installation — during ACP panel fitting with the Alborz mountains visible behind — and after completion at the car wash forecourt, shot from below, from the street, and in detail of the soffit cladding.

Completed canopy from below — ACP soffit with red stripe and recessed lights Completed canopy exterior — cable stays and mast visible against sky Soffit detail — curved ACP panels with red accent band and downlights

Built canopy — soffit view, exterior, and cable stay detail (Dadman Street, Tehran)

Installation phase — ACP panel fitting in progress with Tehran mountains visible

Installation phase — ACP panel fitting in progress, Dadman Street

07 — Material

Aluminium Composite
Panel (ACP).

The soffit cladding material — referred to locally in Iran as "composite" — is Aluminium Composite Panel (ACP), a sandwich construction of two thin aluminium sheet faces bonded to a rigid polyethylene core. International brand names include Alucobond, Alpolic, and Dibond, though equivalent products are manufactured domestically in Iran.

ACP was the correct material for this application for several reasons: it is lightweight (critical for a canopy where dead load increases demand on the cable stay system); it is rigid in-plane (each 75 cm panel tile, once fixed to the truss, contributes to overall surface stiffness); it is weatherproof without painting; and it is available in any colour — allowing the white body and red accent stripe to match the ACM cladding on the car wash building façade exactly, producing the visual continuity the client required.

Property
Value
Material
Aluminium Composite Panel (ACP)
Construction
Two aluminium skins bonded to polyethylene core
Finish
PVDF or polyester powder coat — white body, red accent
Typical thickness
3–4 mm overall (0.5 mm aluminium skins)
Weight
~5–6 kg/m² — significantly lighter than steel sheet
Weathering
UV stable, no site painting required
Panel tile width
75 cm (matching truss bay pitch)
Installation
Dry-fixed to steel sub-frame, concealed fasteners
Local trade name
"Composite" (Iran) — internationally: ACP / ACM

08 — Role & Authorship

Designed and won —
end to end.

This project is unusual in a designer's portfolio because it begins with a competition win. The design was not assigned — it was selected from among competing proposals submitted by multiple firms. That selection validates the concept as the strongest submitted answer to the client's problem.

The designer's role encompassed the full project arc: site observation and problem diagnosis, structural concept development and iteration (including the rejected tree-column alternative), competition drawing preparation, dimension documentation after award, and liaison with the civil engineering team during structural calculation and fabrication. The physical structure standing on Dadman Street is the direct built consequence of the designer's concept.

Site Observation Problem Diagnosis Structural Concept Form Development SketchUp Modelling 3D Visualisation Competition Drawing Dimension Plans Material Specification ACP Cladding Design Competition Win Fabrication Liaison
Collaborator
Contribution
Civil Engineers
Structural calculation — column section, foundation depth, truss load verification
Fabrication Team
In-house steel fabrication and ACP panel installation at Syeh Sazane Mehr Gostar
Client
Mr. Farahzadi — Star Wash / Best Wash, Dadman Street, Tehran

09 — Outcome & Reflection

A structure built to
last in the wind.

The completed canopy resolved every failure mode of its predecessor. The rigid ACP-clad curved truss does not flex or flap in wind. The cable stay system converts uplift force to pure tension in the rods — a load path that steel handles simply and reliably. The recessed soffit lighting and the red-stripe ACP banding translate the car wash's brand identity upward into the canopy, making it a piece of commercial identity as much as a piece of infrastructure.

The competition win demonstrates the strength of the design approach: diagnosing the root cause first, proposing a concept that directly addresses that cause, and communicating it visually well enough to persuade a client who had other options.

Competition win
Selected over competing proposals from other firms — design validated externally
Wind problem solved
Rigid truss + cable stays eliminate the oscillation that failed the fabric canopy
Brand integration
ACP stripe pattern reads as extension of car wash building — coherent commercial identity
Built and standing
Structure completed and in active use at Dadman Street, west Tehran
Full design authority
Concept, structure, material, and visual language all originated with the designer

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