A terracotta panel aluminum short hanging arm is a small interface component with consequences for fit, access and panel replacement. It must be selected as part of one identified facade system, not by its photograph, generic name or an archived reference to panel thickness.

Archive boundary: the 2013 page called the component “Short Hanging Arm 4-3,” identified its material as aluminum and described use with a 30 mm terracotta panel. Those entries and the retained image are historical descriptors only. They do not confirm a current product, dimensions, alloy, temper, finish, tolerances, capacity or compatibility.
Engineering boundary: the exact panel and back profile, hanging-arm geometry, rail, fasteners, brackets, anchors, substrate, environment and project actions must be coordinated and approved by the responsible qualified professionals. This archive gives no universal load, span, spacing, edge-distance, anchoring or installation rule.
Archived terracotta panel aluminum short hanging arm item 4-3
Retained archive image of item 4-3. Current identity and every mating interface require documented verification.

Define the arm’s function before selecting it

State whether the arm supports, restrains, locates or adjusts a facing unit, and show its orientation within the complete assembly. A short arm may look simple, but its actual duty depends on what it engages and how forces and movement continue through the rail and support structure.

Request a current item code and revision-controlled drawing. Record all relevant dimensions, tolerances, handedness, holes, slots, contact faces and engagement features. Confirm whether 4-3 remains an offered component or has been superseded. A similar silhouette is not proof of equivalence.

Give each interface a named owner and review status. The supplier may define the component, while the facade designer and locally responsible engineer coordinate it with the project. Written responsibility prevents a small part from falling between separate panel, support and structural packages.

Coordinate geometry across every interface

Panel interface

Match the exact panel code, back or groove profile, internal webs, permitted contact, orientation and manufacturing tolerance.

Support interface

Match the named rail, channel or bracket profile, adjustment feature, fastener locations and approved movement function.

Tolerance stack

Combine facing, accessory, rail, bracket, survey and substrate tolerances instead of reviewing each part independently.

Change control

Reopen the interface review whenever a component, finish, supplier, substrate condition or drawing revision changes.

Use coordinated sections for typical fields, corners, openings, bases, parapets and movement zones. Adjustment must remain inside the approved configuration; it should not reduce engagement or transfer an unresolved mismatch to another connection.

Plan access for assembly and inspection

Model or mock up how the arm is reached, positioned and inspected within the proposed sequence. Check tool clearance and visibility before adjacent panels or closures conceal the interface. The project documents should define who verifies correct identity, orientation, engagement and fastening, and what evidence is retained.

Access planning should reflect actual boundary conditions, not only an open field of facade. Returns, soffits, corners and transitions may restrict movement or inspection. Resolve these locations in the coordinated design; do not improvise drilling, bending, grinding or packing on site.

Design for controlled panel replacement

Agree how a damaged facing unit could be removed and replaced without unapproved alteration to surrounding components. The review should cover access direction, sequence, retained clearances, protection of adjacent panels and the means of confirming the replacement arm and interfaces after the work is complete.

Replacement planning is not a claim that every panel will be individually removable. Feasibility depends on the approved system and location. Record special access needs, spare-part identity and any area-specific limitations in the handover information so maintenance teams do not rely on guesswork.

Where replacement is intended, verify the proposed sequence on the representative assembly and record the final accepted method. Spare arms should remain traceable to their approved material, finish and revision; an unidentified leftover component is not automatically a suitable future replacement.

Verify the engineered load path and evidence

The responsible designers should trace applicable project actions from the facing through the hanging arm, rail, brackets, anchors and substrate. Calculations, tests or assessments must identify the exact assembly, material states, engagement, boundary conditions and limitations they cover.

No performance value can be inferred from the arm’s size, aluminum label or archived 30 mm usage note. Build an evidence matrix that links every project criterion to a current document and records gaps, assumptions and approval responsibilities. Evidence for another panel profile or support configuration is not automatically transferable.

Control material, environment and production identity

Confirm current alloy, temper, finish and fabrication route through traceable records. Review contact with rails, fasteners, panels, membranes, sealants, cleaners and nearby metals for the actual exposure. Address moisture paths, isolation and surface damage as part of the full system design.

Link purchase orders, packaging, delivery documents and receiving checks to the approved item and drawing revision. Establish dimensional and finish checks, lot traceability and a quarantine route for substitutions or nonconforming parts. An undocumented arm should not be accepted because it appears to fit.

Approve a representative assembly and handover record

Use production-intent parts in a representative trial assembly defined by the project team. Review geometry, tolerances, sequence, access, inspection visibility and replacement assumptions against predetermined criteria. A successful fit-up supports only its approved scope and does not establish structural capacity by itself.

At handover, retain approved drawings, calculations, evidence, component and lot records, concealed-work inspections, permitted deviations, access provisions and replacement information. The terracotta rainscreen range and project references provide context, but the selected arm still requires exact system verification.

Reviewing a short hanging arm for a specific facade? Send the panel and back profile, arm and rail drawings, fasteners, brackets, anchors, substrate, project criteria, exposure and programme to roger@lopoterracotta.com, or use the contact page. LOPO can identify current component information for project engineering review.