Stora Enso CLT

Cross-laminated timber (CLT) — a solid engineered wood panel of at least three cross-bonded layers of PEFC/FSC spruce, used for walls, floors and roofs in mass-timber buildings. Strong, prefabricated and dimensionally stable, it stores biogenic carbon so its product-stage footprint is strongly negative.

Manufacturer page
Stora Enso Stora Enso CLT

Carbon and evidence

Product Evidence

Evidence currently held for the Stora Enso product record.

Stora Enso

Recorded Carbon Result

-708kgCO₂e/m³

A1–A3 GWP-total per m³, incl. biogenic carbon stored in the timber (EN 15804+A2), per EPD

A1–A3 covers raw-material supply, transport to manufacture and manufacturing. It is product-stage information, not a whole-life result.

Environmental Product Declaration

EPD recorded
Coverage
Representative product
Declared unit
1 m³ (470 kg/m³, 12% moisture)
Programme
EPD International AB — The International EPD System
Registration
S-P-09949
Standard
EN 15804+A2
Valid until
2028-10-06
Verification
Third-party verified

Third-party verified (International EPD System). Declared per 1 m³; GWP-total A1–A3 is strongly negative because EN 15804+A2 counts the biogenic carbon stored in the timber. C3 (+782) is the incineration end-of-life scenario releasing that stored carbon; D (−268) is the energy-recovery credit.

Carbon profile

kgCO2e per 1 m³ · each bar starts at zero · local scale

A1-A3 product

-708

A4-A5 site*

31.3

B use

0

C end of life

788

D reuse / recycling

-268

Stores more carbon than making it emits — and the stored carbon largely leaves again at end of life.

adds carbon stores or removes EPD scenario* reuse/recycling potential (D)
* EPD transport and installation scenario, not this project's. Module D shows potential impacts or benefits from reuse, recovery or recycling after the product's assessed life. It is reported separately and never added to A-C. Do not compare bar lengths between materials. Each chart may use a different scale and declared unit.

Reported GWP Modules

Displayed as stored; modules are not added together here.

A1–A3

-708 kgCO₂e

per 1 m³

A4*

25.9 kgCO₂e

per 1 m³

A5*

5.38 kgCO₂e

per 1 m³

B1

0 kgCO₂e

per 1 m³

C1

4.01 kgCO₂e

per 1 m³

C2

2.05 kgCO₂e

per 1 m³

C3

782 kgCO₂e

per 1 m³

C4

0 kgCO₂e

per 1 m³

D

-268 kgCO₂e

per 1 m³

* A4/A5 are EPD scenarios, not project-specific results. Module D is outside the A–C system boundary and is not added to A–C. Module nomenclature follows BS EN 15978 / EN 15804. Declared values are suitable as inputs to a whole life carbon assessment under the RICS Professional Standard (2nd edition); this panel is not an assessment.

Upfront Carbon (A1–A5)*

-677 kgCO₂e per 1 m³

A1–A3 -708 + A4 25.9 + A5 5.38 · as declared

* Includes the EPD’s A4/A5 scenario assumptions, not project-specific transport or installation. This is the aggregation the proposed Part Z applies upfront limits to.

Service Life — the B4 Replacement Input

50 years · EPD reference service life

≈2 installations over a 60-year building study period.

B4 (replacement) follows the building, not the product: an assessor multiplies replacement cycles by project quantities. This record supplies the service life and does not compute B4.

2 claims and 2 certifications are held in the staging record but not presented as product evidence because an exact public source has not yet been mapped.

Comparison Status

This result should be displayed for information only and not ranked against another product.

  • • The PCR and version are missing.
  • • The GWP indicator is missing.
  • • The carbon result is not linked to an evidence source.
  • • The EPD is not linked to an evidence source.

Evidence Gaps

  • 2 sustainability claims are withheld because exact public evidence is not mapped.
  • 2 certifications are withheld because exact public evidence is not mapped.

Design & Specification Notes

Qualitative notes for early design discussion. Not product-specific EPD evidence, and not a basis for numerical comparison.

Cross-laminated timber (CLT) — a solid engineered wood panel of at least three cross-bonded layers of PEFC/FSC spruce, used for walls, floors and roofs in mass-timber buildings.

Typical Uses

  • Primary frame
  • Long-span elements
  • Load-bearing supports

Key Performance

High load-bearing capacity for primary frame.

Specification Actions

  • Confirm FSC or PEFC certification for all timber products.
  • Request chain-of-custody documentation from supplier.
  • Confirm the current EPD covers the selected product, finish and manufacturing route.

Indicative Health & Indoor Air

low Risk

Solid timber panel; verify adhesive/formaldehyde class and any surface treatment for exposed interior use.

Evidence:Third-party verified

Specification

Range
Cross Laminated Timber
Collection
CLT
Finish
Cross-laminated timber panel
Thickness
60–400mm
Width
up to 3500mm
Length
up to 16000mm
Service life
50 years

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