Fire Classification
State the required classification and test route in the RFQ. Match the proposed core, skins, coating and panel thickness to the exact document used for approval.
A high-rise ACP cladding package should be specified as part of the complete building envelope—not as a generic 4 mm sheet. DERACP supports project-configured aluminum composite panels for tower façades with fire-rated core directions, exterior coating options, architectural aluminum skins, custom dimensions, finish control and export documentation.
A skyscraper ACM facade works under conditions that are different from a storefront, sign panel or low-rise feature wall. Wind pressure changes with height and corner zones; water management depends on joint and cavity design; maintenance access becomes more difficult; and fire requirements can apply to the complete wall assembly. The panel therefore has to be selected together with the supporting system and the approval route.
State the required classification and test route in the RFQ. Match the proposed core, skins, coating and panel thickness to the exact document used for approval.
Panel stiffness is only one part of wind resistance. Module size, returns, stiffeners, support spacing, anchors and edge/corner pressure zones all influence the design.
Rear-ventilated or pressure-equalized rainscreen concepts need engineered cavities, flashings, drainage paths, joints and interfaces—not simply weather-resistant sheet material.
PVDF or another project-approved exterior coating should be chosen around UV exposure, pollution, coastal conditions, cleaning strategy, color and expected service environment.
Routing depth, V-groove geometry, folds, corner reinforcement, stiffener bonding and protective-film handling should be trialed on the exact panel construction.
Keep sample ID, color reference, panel build, reports, shop drawings, batch marks and packing labels connected from submittal through production and delivery.
DERACP publishes curtain-wall and fire-related ACP references and can review the panel around the actual project. For high-rise work, a useful submittal should identify every layer that changes fire behavior, stiffness, fabrication or weathering.
DERACP’s published curtain-wall information uses a total thickness of at least 4 mm and aluminum skins of at least 0.50 mm as a façade-oriented reference. The final high-rise specification must still follow the project engineer, required test evidence and local regulations.
The table below is a purchasing framework, not a universal engineering specification. It helps architects, façade contractors and procurement teams compare equivalent offers and identify which fields require project-specific confirmation.
| Specification field | Project direction | What to verify before approval |
|---|---|---|
| Total thickness | 4 mm is a common curtain-wall starting point; 6 mm or other builds may be evaluated where the design requires. | Wind calculations, cassette dimensions, stiffening, support spacing, fabrication method and test-report coverage. |
| Aluminum skins | 0.50 mm face/back skins are commonly discussed for architectural curtain-wall ACP. | State face and rear gauges separately and match them to the structural design and exact tested fire construction. |
| Core | A2-oriented non-combustible or FR mineral-core direction according to the required project classification. | Classification standard, report identity, tested construction, smoke/droplet criteria where applicable and local acceptance. |
| Exterior coating | PVDF is commonly considered for exposed high-rise façades; other systems may be reviewed by project. | Coating chemistry, coat build, color, gloss, metallic orientation, exposure, cleaning method and warranty basis if offered. |
| Panel dimensions | Standard and custom widths/lengths can be discussed to improve module yield and reduce unnecessary joints. | Production limits, handling, wind-driven panel size, fabrication allowance, pallet size and container loading. |
| Finish | Solid, metallic, matte and selected decorative architectural finishes. | Approve a physical sample; record color code, gloss, batch tolerance and directional installation where applicable. |
| Façade system | Cassette/rainscreen concept engineered by the façade designer and contractor. | Subframe, anchors, insulation, membranes, cavity barriers, flashings, drainage, joints, sealants and interfaces. |
| Documentation | Project-specific TDS, fire-related reports, QC records and order identification as required. | Current revision, exact product identity, applicable scope, laboratory/report number and connection to production batch. |
“Fireproof ACP” is too broad for a tower submittal. A high-rise façade may be governed by panel reaction-to-fire classification, assembly-level testing, cavity-barrier requirements, local restrictions on combustible components, or a combination of these. The correct route depends on country, building height, occupancy and wall construction.
Considered for projects seeking very limited contribution to fire. Approval should be tied to the exact core, skins, thickness, coating and current classification report.
Mineral-modified FR cores can provide improved fire behavior compared with conventional PE-core panels, but FR and A2 are not interchangeable purchasing descriptions.
Insulation, membranes, cavity barriers, subframe, joints and openings can affect façade fire performance. The panel alone does not establish compliance of the installed wall.
Practical procurement rule: write the required classification or assembly test into the RFQ, request the matching current report, and compare quotations only after the panel construction has been normalized. Where a project requires approval under EN 13501-1, NFPA 285, CAN/ULC or another route, the project team should confirm exactly which evidence is required and whether it applies to the panel or the complete wall system.
Wind effects are not uniform over a tall façade. Upper floors, corners, parapets and exposed returns can see different pressures and suction than sheltered central areas. This is why panel thickness alone cannot be used as a shortcut for high-rise suitability.
Higher impact exposure, interfaces with doors and glazing, public contact, water splash and complex transitions often drive detailing and maintenance priorities.
Repeated cassette modules can improve fabrication efficiency, but joint rhythm, support spacing, thermal movement and drainage still need coordinated design.
Edge and corner zones may experience more demanding wind actions. Panel returns, stiffeners, fasteners and subframe connections should follow engineering calculations.
Access, wind exposure, roof interfaces, caps and water paths become critical. Detail replacement strategy and inspection access before construction.
A façade color is viewed across thousands of square meters, under different sun angles and from long distances. High-rise ACP cladding therefore needs stronger controls for coating exposure, metallic direction, gloss, batch consistency and replacement matching than a small decorative application.
PVDF is commonly specified for exterior ACP because long-term UV, weathering and color retention are important. Confirm the coating system, color, gloss, layer build and project exposure rather than relying on “PVDF” as a complete specification.
Metallic finishes can shift visually with orientation. Mark production direction, fabrication direction and installation direction so large elevations do not show unintended panel-to-panel variation.
Screen colors are not a final approval standard. Use an identified physical sample or agreed color reference and record gloss, texture and acceptance criteria before the production run.
Keep project color codes, sample IDs and batch records. Replacement panels installed years later may be compared directly against weathered adjacent panels, so traceability matters.
These images are hosted on DERACP’s own website. They show representative panel surfaces, edge constructions and an exterior cladding application. Final color, core, aluminum skins, thickness and fire performance must be confirmed against the approved order specification.
High-rise procurement moves faster when each stakeholder knows which variables it owns and which ones must be coordinated with others. DERACP can support the material side, while engineering and regulatory acceptance remain with the qualified project team.
Define appearance, fire criteria, material build, coating and submittal evidence. Avoid generic clauses that do not identify the tested construction.
Coordinate cassette geometry, routing, stiffeners, brackets, rails, anchors, interfaces, drainage and fabrication tolerances with the selected ACP.
Compare suppliers on equivalent skin, core, coating, dimensions, reports, packing and delivery scope—not on price per square meter alone.
Control repeatable sheet sizes, colors, directional film, batch labels and documentation so production and future reorders remain traceable.
A clear RFQ reduces technical substitutions and avoids the common problem of comparing panels that share the same total thickness but differ in aluminum gauge, core, coating or documentation.
Country, height, occupancy, façade area, climate, coastal exposure and relevant code/consultant requirements.
Required classification or assembly test, report format, laboratory/authority expectations and cavity-barrier strategy.
Total thickness, front/rear skins, core, coating, finish, sheet size and protective-film direction.
Panel schedule, cassette size, routing, folding, stiffeners, joints and tolerance requirements.
Sample IDs, documents, purchase specification, QC points, batch marking, packing and shipment details.
DERACP states more than 20 years of ACP manufacturing experience and publishes fireproof, A2-oriented, B1/FR, PVDF, custom-size and custom-finish product directions. For tower projects, the value is in coordinating those variables into a clear order specification rather than treating every ACP sheet as interchangeable.
Discuss total thickness, aluminum skins, fire-related core direction, coating, color, sheet size, protective film and packing as one controlled specification.
Use identified physical references for color, metallic direction and gloss where large façade areas make visual consistency important.
Coordinate dimensions, appearance, panel build, labeling and agreed inspection points before shipment.
Review width and length against façade modules, fabrication yield, pallet limits, handling and container loading.
Panel protection, edge guards, pallet arrangement, bundle identity and destination handling can be discussed with the sheet dimensions.
For fire-sensitive applications, request the current document that matches the exact proposed construction before commercial approval.
Use these six related pages to move from a broad tower-façade requirement to the exact fire, coating, dimensions, manufacturer capability and technical-data package needed for procurement.
These answers are intended for early specification and procurement. Final engineering, fire acceptance and code compliance should be confirmed by the qualified project team and the authority having jurisdiction.
It can be suitable when the exact panel construction and the complete façade assembly meet the project’s fire, wind, weather, structural and local code requirements. “High-rise suitable” should be supported by project-specific engineering and documentation rather than a generic ACP description.
The required core depends on the applicable code and tested wall construction. Projects with stringent requirements often evaluate A2-oriented non-combustible or other mineral-core fire-rated products. The key is to match the ordered core, skins, total thickness and coating to the required current report.
Four millimeters is a common architectural starting point, but thickness alone does not establish wind resistance or high-rise suitability. Aluminum skin gauge, cassette dimensions, folds, stiffeners, rails, anchors, support spacing and design pressures must be checked together by the façade engineer.
PVDF is commonly considered for exposed exterior façades because UV stability, weathering and color retention are important over large elevations. The actual coating chemistry, layer build, color, gloss and exposure conditions should be written into the project specification and confirmed in the order.
No single panel can establish the fire performance of the entire wall. Insulation, air/water membranes, cavity barriers, subframe, fixings, joints and opening details may be part of the required assembly evaluation. Confirm panel-level and assembly-level requirements separately.
Send the project country, building type and height, façade area, required fire standard or report route, panel thickness, front and rear aluminum skins, core, coating, color, sheet sizes, quantity, drawings or panel schedule, destination, packing requirements and any consultant clauses. If some values are undecided, mark them as open items for review instead of allowing assumptions.
Send DERACP the building location and height, required fire route, façade drawings or panel schedule, panel build, coating, color, dimensions, quantity and destination. The quotation can then identify the proposed construction, open technical items, sample route and document requirements for review.
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