A design process connecting user needs, three shed forms and material choices.
Started August 2025
Two-person team · European market
Product and visual design
Participation in product form and installation
Two gable sheds sold
Sales are not attributed to visual design.This case presents product forms, material choices and installation preparation. Renderings express design intent and are not delivery photographs.
Start with use requirements, work through forms and materials, then connect site preparation with a configuration and budget demonstration.
Define available space, stored items and everyday use.
Output: use requirements ↗Map shared and different panels, frames, roofs and openings across three forms.
Output: three proposals ↗Build visual and structural options around existing profiles and components.
Output: component choices ↗Outline ground conditions, levels, dimensions and drainage before assembly.
Before assembly: site & foundation ↗Use a configuration simulation to show how form, size and options affect material estimates.
Explore: BOM demonstration ↗Design positions based on available space and stored objects. These use hypotheses can be checked against user records.
Limited outdoor space; a place for everyday tools.
A compact footprint, easy access and edge placement.
Single slope · Simple profile and focused access
Larger gardening equipment needs space to move.
Consider entrance width, internal height, light and ventilation.
Gable · Raised centre and double-door approach
Combine enclosed storage with sheltered parking or rest.
Arrange open and enclosed areas for different activities.
Combined canopy · One roof linking two uses
A shared language of panels, frames and openings supports different roofs and spatial combinations. Explore each form through its use, composition and design priorities.
A single roof slope keeps the form simple and explores storage along garden boundaries and in narrower spaces.
A raised roof centre shapes the interior, while double doors and side openings establish a clear façade arrangement.
Combine a shed with open covered space, using a continuous roof to link storage, parking or a place to pause.
Six component groups organise the choices for wall panels, frames, roofing and openings. These include proposed materials; specifications and performance remain subject to confirmation.
Exterior cladding can use standard WPC wall panels, fluted WPC panels or ASA WPC panels, balancing appearance and budget. In this project’s material comparison, ASA WPC offers the best visual finish at the highest cost.
Roofing options include epoxy resin tiles and ASA wall panels. Epoxy resin tiles suit most scenarios, while ASA wall panels suit smaller sheds. Select according to shed size and overall appearance.
Map the assembly of three-way posts, corner posts, opposed-channel posts, U-channels and base rails to explore shared interfaces across forms.
Use existing profiles to explore support layouts and frame proportions for the shed and canopy. Loads and spans require engineering review.
Combine doors and windows around stored objects, access, daylight and ventilation, integrating their positions into the product form.
Include bolts, screws, seal strips and structural sealant in the component list, selecting materials and positions around joint details.
Foundation preparation comes before frame assembly, door/window adjustment and everyday use. Six checks cover ground conditions, levels, structure, dimensions, drainage and site services.
The following summarises supplied installation information; use the project’s confirmed engineering documents for execution. Original image annotations are retained. Check support-surface levels and surrounding drainage slopes as separate zones.
Prioritise concrete hardstanding. Check the reinforced sub-base beneath tiles or timber platforms; assess hardening, levelling and settlement conditions for soil or lawn sites.
The supplied reference limits support-surface level deviation to 3 mm per metre. Check each point with a level, focusing on frame supports to manage uneven door/window gaps and assembly misalignment.
Supplied reference: concrete grade C25 or higher, at least 10 cm thick. A 15 cm slab with reinforcement mesh is proposed for longer spans or heavier loads; confirm thickness and reinforcement for the site and loads.
Allow 15 cm beyond each side of the shed base footprint for installation and maintenance. The supplied reference limits the difference between diagonal lengths to 5 mm for checking squareness and frame alignment.
Avoid low-lying, flood-prone locations. Distinguish the level support surface from surrounding outward drainage. Use the supplied 1%–2% slope as a reference for the surrounding drainage area; confirm zones, levels and flow paths through engineering review.
Clear the site and reserve planned water and electrical service connections. Where lightning protection and earthing are required, coordinate them with the electrical design and verify connections to foundation reinforcement.
After defining forms and components, compare configuration trade-offs for different market directions. These are design concepts, not local research findings or delivered project outcomes.
Garden aesthetics / Choice / Self-assembly
Ventilation & drainage / Simpler options / Cost balance
Actual weather conditions, use patterns and structural requirements need further review. The next section demonstrates configuration differences through a simulation.
An interactive version of the proposal’s simplified model, showing how form, dimensions and options affect estimates.
Container quantities are fixed demo values by form and do not change with dimensions. Canopy roofing assumes an additional 2.5 m width; this is not an engineered size specification.
The supplied proposal’s simplified model: wall area = perimeter × 2.1 m, without subtracting openings; roof area = width × depth × 1.15, or (width + 2.5) × depth × 1.1 for the canopy; aluminium length = (width + depth) × 4 + 10.
Model amount = wall area × configuration factor (65 / 42) + roof area × 35 + 200; add 450 for a canopy, 120 / 60 for openings, and 45 for a lock. Areas are rounded to one decimal place; the final amount is rounded to the nearest ten. Fixed loading examples are 60, 45 and 22 sets for single-slope, gable and canopy forms. All factors are illustrative, not supplier prices or shipping calculations.