A flat concrete roof must carry the waterproofing, the insulation, the SANS 10400-XA thermal requirement and usually paver or maintenance traffic in one build-up. In an inverted (protected-membrane) roof the insulation is laid ABOVE the waterproofing under ballast, shielding the membrane from UV and thermal shock — but the insulation itself then sits permanently in the drainage plane and is wetted by every rainfall. That single fact governs the specification: the board must have proven long-term water absorption by immersion and diffusion, proven freeze-thaw resistance and proven creep behaviour under sustained ballast load, which is why the classical inverted-roof board is XPS, not EPS.
| Requirement | Target | Standard | Note |
|---|---|---|---|
| Roof/ceiling minimum TOTAL R-value | 3.7 m²K/W | SANS 10400-XA:2021 | Applies in ALL climatic zones. The Zone 5H (humid-coastal) 2.7 m²K/W concession is conditional on ROOF VENTILATION — a sealed concrete inverted/warm roof has none, so 3.7 is the target. Total R = deck + screed + insulation + surface resistances, not the insulation alone. |
| In-service U-value correction for rainwater cooling | Required — magnitude not quantified by Technopol | EN ISO 6946 / BS 6229 (inverted-roof correction) | In an inverted roof, rainwater runs BETWEEN the insulation and the membrane and carries heat away, so the built U-value is worse than the dry calculation. The designer must apply the drainage correction and add thickness. Technopol publishes no correction factor — do not assume the dry R-value is the delivered R-value. |
| Sustained design stress on the insulation | ≤ compressive resistance @1% strain | ASTM D7180 (design) / ASTM D6817 (grade) | Ballast, pavers, pedestals and maintenance traffic are PERMANENT loads. Design to the @1% (elastic-limit) value — never to the @10% figure, which is the failure-region strength and will creep under sustained load. |
| Ballast hold-down against wind uplift and flotation | Project-specific — by the designer | SANS 10160-3 (wind actions) | EPS at 12–30 kg/m³ floats and is light enough to lift. The ballast layer is a structural element, not a finish, and must be checked for uplift and for flotation when the roof is flooded. Technopol publishes no ballast weight table. |
Layers listed outside → inside.
The insulation layer itself — rigid closed-cell fire-retardant EPS board (LiteCel/FRCel), grades 12–30 kg/m³, cut to size, thickness 5–600 mm. Grade is chosen from the sustained ballast/traffic stress, not from thickness alone.
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Where the roof carries pavers, planters or maintenance traffic, the higher-density geofoam grades (EPS20/24/30) provide the @1% design compressive resistance the lighter grades cannot (per-grade @1% safe-working loads 15/17/45/70/100 kPa for EPS12/15/20/24/30).
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Hot-wire-cut tapered / cut-to-falls boards and upstand fillets — used to form falls without a heavy screed in the WARM-roof build-up (insulation under the membrane, dry).
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EPS-safe, solvent-free bonding of boards and fillets in the warm-roof build-up only. Inverted-roof boards are loose-laid under ballast and must NOT be adhered. PU6 service range −40 to +50 °C.
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| Property | Value | Standard | Source report | Status |
|---|---|---|---|---|
| Thermal conductivity λ @10 °C (EPS grade ladder, dry) | 0.033–0.045 W/m·K | Technopol per-grade datasheet (@10 °C) | spec-tables.json — bulk-insulation / geofoam grade table (no named lab report) | Provisional |
| Example dry thermal resistance — 100 mm of grade 20DV at λ 0.035 | ≈2.9 m²·K/W | R = thickness ÷ λ | Calculated from the grade-table λ; no measured R/U table is published for the bulk board | Calculated |
| Compressive resistance @1% strain — the DESIGN limit under sustained ballast | 15–100 (EPS12/15/20/24/30 = 15/17/45/70/100) kPa | ASTM D7180 | spec-tables.json — geofoam grade ladder (supplier/derived) | Provisional |
| Compressive strength @10% strain (NOT a design load — failure region) | 60–200 kPa | ASTM D6817 | spec-tables.json — bulk-insulation / geofoam | Provisional |
| Water absorption (indicative only — NOT an inverted-roof qualification) | < 4 % | No test standard named — this is NOT EN 12087 (long-term immersion) or EN 12088 (diffusion), the tests an inverted-roof board must pass | spec-tables.json — geofoam row (unsourced supplier figure) | Provisional |
| Service temperature | 80 long-term / 100 short-term °C | Supplier datasheet | spec-tables.json — bulk-insulation | Provisional |
| Reaction-to-fire class (FR-grade EPS board) | B-s1,d0 | SANS 53501-1 (Euroclass; SBI + ignitability) | IT 23-08-00009 (FIRELAB, issued 2023-08-04, valid to 2028-08-04) — established on a 60 mm FRCel 20DV sheet; not formally extended to every grade/thickness | Verified |
| Fire-resistance rating (REI / minutes) of the EPS board | None — reaction-to-fire class only; all EPS is combustible (fire-retardant treated) | SANS 10177-2 | No fire-resistance pass exists for plain EPS board or an EPS-cored deck; a plain EPS-core panel FAILED (FTC 16-162) and PIR 40DV also failed (FTC 21-163) | Provisional |
| Quality management system (company credential) | ISO 9001:2015 certified — EPS blocks, sheets, cornice, insulated ceilings, adhesives, roof solutions | ISO 9001:2015 (EQCSA, SANAS C22) | Reg no. Q 2016024 — valid to 2028-06-02 (ISO 14001 and 45001 LAPSED Mar 2026; no Agrément covers any roof product) | Verified |
What these labels mean is defined on our data promise; every source report is on the register.
Enter the deck, screed, insulation λ and thickness to test the build-up against the 3.7 m²K/W roof/ceiling total-R requirement. The checker computes the DRY resistance only — apply the inverted-roof rainwater U-value correction (EN ISO 6946 / BS 6229) on top and add thickness. To choose between EPS, PIR and Stone Wool for a wet or fire-sensitive layer, use ../../technical/core-comparison/.
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