How to Specify a Perforated Aluminium Projection Dome
A robust dome-screen specification defines measurable visual, acoustic, structural and installation outcomes. Copying a hole size or panel detail from another project is not a substitute for project-specific engineering.

Editorial note. This analysis separates owner or procurement records, supplier statements and interpretation. Third-party projects are market evidence, not NJ Endure references.
A weak dome-screen specification lists a diameter, colour and square metres. A useful specification defines how the complete surface must perform, how it interfaces with the building and AV systems, and how that performance will be verified after installation.
Public tenders offer valuable examples, but they should not be copied blindly. A 1.6 mm hole, a particular alloy or a panel overlap that worked in one 16 m venue may not suit a smaller radius, closer audience, different projection resolution or another jurisdiction.
The following structure can be used to prepare a design brief, employer’s requirements or technical submittal.
1. Define the performance brief
Begin with the venue outcome and the conditions under which it must be achieved.
Record:
- use cases and content: astronomy, film, live presentation, data, 2D/3D or mixed programme;
- dome geometry: radius, diameter, tilt, opening angle, truncation, penetrations and intended coordinate origin;
- all priority audience eye points and the nearest viewing distance;
- projection layout, raster, lens and target angular resolution;
- audio layout, loudspeaker positions and acoustic criteria;
- HVAC paths, pressure zones and permissible noise;
- target reflectance or gain, colour, gloss and uniformity;
- building loads, support points, access openings and local code basis;
- required completion date, site sequence and permitted closure;
- measurable acceptance criteria and who witnesses each test.
Avoid performance words without a method. “Seamless”, “high gain”, “acoustically transparent” and “perfect sphere” cannot be accepted or rejected until a test position, lighting condition, tolerance and instrument or visual protocol are defined.
2. Resolve geometry and sightlines
The dome model must use the same coordinates as seating, projection, audio, structure and building interfaces. On a renovation, an as-built laser scan or point cloud is more reliable than an old drawing.
The geometry package should show:
- nominal sphere centre, radius, tilt and cut plane;
- base ring, top closure and all screen openings;
- audience eye points and view obstruction study;
- projector rays, overlap and possible shadows;
- panelisation and seam directions relative to the audience;
- rear access, loudspeaker, HVAC and lighting zones;
- allowable global and local deviation from the design surface.
The 2025 Jackson Planetarium project manual, for example, describes a 16 m, 180-degree dome and includes a radius tolerance of ±12.7 mm. That is a useful public example, not a universal tolerance. A different radius, seam system or image resolution may justify a different measured criterion.
3. Specify material and perforation as a system
The screen specification should identify:
- aluminium alloy and temper;
- nominal sheet thickness and allowable variation;
- hole diameter, pattern and centre spacing;
- open area before and after final coating;
- burr direction and maximum allowable burr;
- forming process and permissible hole distortion;
- corrosion protection and compatibility between dissimilar metals;
- flame, smoke and coating compliance required locally;
- batch traceability and sample approval.
Jackson’s public example calls for approximately 1.0 mm 5052-H32 panels, 1.6 mm holes on 3.2 mm staggered centres, about 22% open area before painting and at least 20% after painting. The Shimla tender also uses a maximum 1.6 mm hole and approximately 22%/20% pre- and post-paint open-area language.
Those common numbers do not make them the only correct design. Smaller holes may be needed for a close audience or finer projected pixels. A different open area may be justified by acoustic performance, coating durability or structural behaviour. The relevant calculation is what a viewer sees and what sound and air encounter after forming and finishing.
4. Treat the optical finish as an engineered layer
Reflectance is a system choice, not a brightness contest. Higher reflectance can improve luminance or star-point efficiency, but an enclosing dome also reflects light across itself, raising dark levels and reducing contrast.
The International Planetarium Society’s configuration guide discusses low-30% reflectance as characteristic of some giant-dome cinema contexts and 50% or more in many planetariums. These are contextual observations rather than mandated bands.
A finish specification should address:
- target gain or hemispherical reflectance and test method;
- spectral neutrality and colour coordinates;
- gloss and viewing-angle behaviour;
- panel-to-panel and whole-dome uniformity;
- primer, factory coat and site-final-coat sequence;
- coating thickness and the post-paint open-area requirement;
- repair method and maximum acceptable touch-up area;
- projected-field inspection after AV commissioning.
If final paint is applied on site, require a non-bridging formulation and controlled spray procedure. Checking colour alone will not detect blocked perforations or reflectance bands.
5. Define seam and fastening outcomes
Seam technologies range from visible lapped and riveted joints to increasingly flush or edge-aligned systems. Suppliers use different names, processes and proprietary details; marketing labels are not directly comparable.
The specification should instead state:
- allowed seam type and maximum overlap, step or gap;
- support required behind each seam;
- fastener alloy, head profile, spacing and surface colour;
- permissible dimpling, oil-canning and local waviness;
- seam orientation relative to priority sightlines;
- treatment at the top closure, base and penetrations;
- visual acceptance conditions under white, grey and representative image content.
Spitz’s public seaming overview and Astro-Tec’s seam descriptions illustrate how suppliers segment seam finish. They do not grant permission to copy a competitor’s drawings, dimensions, jigs or installation sequence. If an owner requires an “approved equal”, the tender should express a measurable result and ask each bidder to submit its own engineered detail.
6. Specify the supporting structure and interfaces
A typical dome may include a base tension ring, top ring or centre hub, meridional ribs, circumferential members, cross bracing and formed surface panels. Multi-direction nodes, connection plates and internal sleeves are ordinary ways to solve load transfer and alignment, but their exact dimensions, hole patterns, tolerances and erection sequence must be independently engineered.
The structural scope should include:
- design codes, load combinations and local engineer-of-record responsibility;
- screen, audio, lighting, catwalk and cable loads;
- maintenance, seismic and temporary erection conditions;
- reaction forces and coordinates at every building interface;
- deflection and vibration limits tied to image performance;
- material grades, fasteners, finishes and galvanic isolation;
- factory trial assembly or critical-node mock-up requirements;
- adjustment provisions and survey checkpoints;
- signed calculations, shop drawings and as-built model.
Public project designs can inform a risk checklist, but they are not templates. The Jackson manual, for example, refers to 22 suspension points and 44 substantial ribs within a particular building and dome scope. A different structure must be calculated from its own loads and interfaces.
7. Coordinate acoustics, backing and HVAC
Acoustic transparency must be expressed as measured performance. Define:
- allowable insertion loss by frequency band and angle;
- acceptable effect on phase and spatial localisation;
- loudspeaker-to-screen distance and aim;
- black backing material, flame rating and optical opacity;
- cavity absorption and control of reflections or rattles;
- airflow, pressure drop, velocity and noise through the perforations;
- access to drivers, ducts and sensors after completion.
The projected screen, black backing and structure should be tested as an installed assembly where practical. A perforated sheet coupon alone does not capture frame blockage, coatings, speaker distance or cavity behaviour.
Bright equipment, cables or insulation behind the screen can become visible through the holes. Rear surfaces and services generally require a controlled dark finish without compromising fire or acoustic requirements.
8. Make installation conditions contractual
Many failures originate in site conditions that are absent from the product specification. Allocate responsibility for:
- verification of support-point coordinates and allowable loads;
- final site scan and release of manufacturing geometry;
- delivery opening, storage, lifting and panel protection;
- temporary level work deck, scaffold or powered access;
- sequencing before fixed seating or fragile finishes where possible;
- temperature, humidity, ventilation and dust control during coating;
- exclusion of grinding, welding and other contaminating trades;
- work-at-height, rescue, fire and occupational-safety plans;
- waste removal and protection of projectors, audio and finished surfaces;
- local supervision, inspection records and daily survey control.
On an operating venue, state the available closure window and work hours. A compressed programme may require different panel packaging, parallel work zones or a larger local crew and should be priced explicitly.
9. Build an acceptance matrix before award
| Discipline | Example record | Why it matters |
|---|---|---|
| Geometry | Survey points, radius deviation, roundness and local waviness | Confirms that the image system receives the intended surface |
| Seams | Multi-seat observation under white, grey, dark and representative images | A central white-field view alone can miss angle-dependent seams |
| Optical finish | Reflectance/gain, colour, gloss and uniformity map | Establishes a baseline for commissioning and future maintenance |
| Perforation | Post-coat open area, blocked-hole sampling and burr inspection | Links the delivered finish to audio and airflow performance |
| Acoustics | Installed insertion loss, frequency response, noise and rattle checks | Verifies the assembled system rather than a material claim |
| Structure | Reactions, torque/fastener records, deflection and local sign-off | Documents safety and the geometry-critical load path |
| HVAC | Pressure, airflow, temperature and noise at operating load | Detects surface staining, noise or thermal issues before opening |
| Documentation | As-built model, panel map, coating batch, spares and maintenance manual | Makes future repair and repanelling traceable |
Acceptance tolerances should be achievable, measurable and connected to the experience. A tighter number is not automatically better if no instrument, survey density or observation condition is defined.
10. Avoid common tender traps
Five warning signs repeatedly create ambiguity:
- A nominal diameter without the 3D boundary. Tilt, opening, truncation and penetrations change area and structure.
- A copied material clause with no viewing-distance rationale. Hole and seam visibility are optical design inputs.
- “Acoustically transparent” with no installed test. Open area alone does not predict the final system.
- A square-metre price before site and structure are known. Access, support, finish and local certification can dominate.
- Brand-name seam language without performance equivalence. It can restrict competition without giving the owner a measurable acceptance result.
An effective procurement package gives bidders the same geometry and performance problem, requires them to disclose assumptions and interfaces, and evaluates independently engineered solutions against one acceptance matrix.
The minimum concept-stage information package
For an early but credible budget, provide at least:
- architectural model or dimensioned section and plan;
- desired dome geometry and all audience eye points;
- intended projection, content and audio concept;
- known building supports and load constraints;
- closest viewing distance and seam priority;
- surface optical target or sample comparison requirement;
- installation access, venue status and programme;
- destination, local code and engineer-of-record arrangement.
That information will not complete the engineering, but it separates a reasoned concept from an unsupported area price—and creates a clear path from feasibility to shop drawings, installation and verifiable acceptance.