Liquidity is calculated as follows: Below is a reconciliation of Adjusted EBITDA to the most directly comparable financial measure calculated and presented in accordance with GAAP. Below is a reconciliation of Net Debt to the most directly comparable financial measures calculated and presented in accordance with GAAP.

Simply Supported Beam Deflection 7 lb/ft3 core density at various panel thicknesses Hammerhead™ PETG Laminate Hammerhead™ PETG Laminate * To calculate deflection for different panel widths, use the following formula: Deflection = Chart value* [12 / panel width]. Example: Deflection for 24 inch panel = Chart value *[12 / 24] Hammerhead™ PETG Laminate Hammerhead™ PETG Laminate Simply Supported Beam Deflection - Metric 115 kg/m3 core density at various panel thicknesses * To calculate deflection for different panel widths, use the following formula: Deflection = Chart value* [12 / panel width]. Example: Deflection for 24 inch panel = Chart value *[12 / 24] Fixed End Beam Deflection - Metric 115 kg/m3 core density at various panel thicknesses Hammerhead™ PETG Laminate Hammerhead™ PETG Laminate * To calculate deflection for different panel widths, use the following formula: Deflection = Chart value* [12 / panel width].

Avient helped the customer calculate costs for the 12-month period. Adding to the value of the solution, Avient provided a methodology to quantify projected savings and calculate ROI, giving the customer confidence to make a significant investment in new tooling.

Calculated using the ISO 14067:2018 standard, the greenhouse gas (GHG) emissions are lowered by carbon sequestration and Avient’s green manufacturing practices. Calculated according to ISO 14067:2018

Stringers Bulkheads, Decking and Transoms Doors and Cabinetry Ceilings and Hatches MECHANICAL PERFORMANCE Superior strength-to-weight ratio PROPERTY TEST METHOD PANEL THICKNESS .50" .75" 1.00" 1.50" Core Density (lb/ft3) ISO 845 5.3 8.4 5.3 8.4 5.3 8.4 5.3 8.4 Flexural Rigidity (lb-in2) ASTM D7249 38,379 39,390 80,699 74,158 147,890 140,081 342,866 363,009 Panel Weight (lb/ft2) Calculated 0.93 1.07 1.03 1.25 1.14 1.42 1.35 1.77 Core Shear Yield (psi) ASTM C393 60 138 61 139 57 131 52 99 Max Load (lbs) ASTM C393 246 482 362 704 423 833 558 1,031 Core Shear ULT (psi) ASTM C393 81 159 81 153 70 138 62 113 Face Bend Stress (psi) ASTM C393 6,430 12,582 6,355 12,109 5,511 10,860 4,899 8,916 USES & APPLICATIONS SUPPORT SPAN DEFLECTION Meets performance required for marine applications Predictive deflection in various load cases. Deflection is dependent on support span distance. 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50 12 18 24 30 36 42 48 54 60 D e fl e c ti o n p e r 12 i n c h w id th * Support Distance - in .75" Hammerhead Panel 0.00 0.20 0.40 0.60 0.80 1.00 1.20 12 18 24 30 36 42 48 54 60 D e fl e c ti o n p e r 12 i n c h w id th * Support Distance - in 1.50" Hammerhead Panel Simply supported beam deflection for Hammerhead™ panels with 5.3 lb/ft3 core density 0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 10.00 12 18 24 30 36 42 48 54 60 D e fl e c ti o n p e r 12 i n c h w id th * Support Distance - in .50" Hammerhead Panel 0.00 0.50 1.00 1.50 2.00 2.50 12 18 24 30 36 42 48 54 60 D e fl e c ti o n p e r 12 i n c h w id th * Support Distance - in 1.00" Hammerhead Panel 50lb 100lb 150lb 200lb 250lb LOAD CASE Hammerhead™ PETG Laminate Hammerhead™ PETG Laminate * To calculate deflection for different panel widths, use the following formula: Deflection = Chart value* [12 / panel width]. Example: Deflection for 24 inch panel = Chart value *[12 / 24] Fixed end beam deflection for Hammerhead™ panels with 8.4 lb/ft3 core density 50lb 100lb 150lb 200lb 250lb LOAD CASE Hammerhead™ PETG Laminate Hammerhead™ PETG Laminate 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 12 18 24 30 36 42 48 54 60 D e fl e c ti o n p e r 12 i n c h w id th * Support Distance - in .50" Hammerhead Panel 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 12 18 24 30 36 42 48 54 60 D e fl e c ti o n p e r 12 i n c h w id th * Support Distance - in 1.00" Hammerhead Panel 0.00 0.10 0.20 0.30 0.40 0.50 0.60 12 18 24 30 36 42 48 54 60 D e fl e c ti o n p e r 12 i n c h w id th * Support Distance - in .75" Hammerhead Panel 0.00 0.02 0.04 0.06 0.08 0.10 0.12 0.14 12 18 24 30 36 42 48 54 60 D e fl e c ti o n p e r 12 i n c h w id th * Support Distance - in 1.50" Hammerhead Panel * To calculate deflection for different panel widths, use the following formula: Deflection = Chart value* [12 / panel width].

The Company does not provide reconciliations of forward-looking non-GAAP financial measures, such as adjusted EPS and adjusted EBITDA, to the most comparable GAAP financial measures on a forward-looking basis because the Company is unable to provide a meaningful or accurate calculation or estimation of reconciling items and the information is not available without unreasonable effort. Below is a reconciliation of these non-GAAP financial measures to their most directly comparable financial measures calculated and presented in accordance with GAAP. Below is a reconciliation of these non-GAAPfinancial measures to their most directly comparable financial measures calculated and presented in accordance with GAAP.

Below is a reconciliation of these non-GAAP financial measures to their most directly comparable measures calculated and presented in accordance with U.S. Below is a reconciliation of non-GAAP financial measures to the most directly comparable measures calculated and presented in accordance with GAAP. Liquidity is calculated as follows:

This calculation of adjusted EPS excludes the additional step-up in depreciation recognized in connection with the Clariant MB acquisition. Free Cash Flow Calculation Free Cash Flow Calculation

Free cash flow is calculated as follows: Liquidity is calculated as follows: Net debt to adjusted EBITDA is calculated as follows:

The PCF value of the TPEs was calculated using the ISO 14067:2018 standard and may be used as an input to determine the total greenhouse gas (GHG) emissions generated by a product over its entire life cycle.