X GT-18029-1-1 X GT-18029-1-1 Together we can unlock the powerful potential of a future envisioned by you... and shared by us all.

LIQUID COLOR PINK 483-30550-1 LIQUID COLOR BLUE 485-33122-1 Together we can unlock the powerful potential of a future envisioned by you... and shared by us all.

And we are investing in leadership, talent and culture for the Avient of the future.

These new Level 1, 2, and DC chargers must meet critical standards and strict performance specifications. Here are key priorities to consider in the design and production of future EVSE:  

These new Level 1, 2, and DC chargers must meet critical standards and strict performance specifications. Here are key priorities to consider in the design and production of future EVSE:  

These new Level 1, 2, and DC chargers must meet critical standards and strict performance specifications. Here are key priorities to consider in the design and production of future EVSE:  

KEY PERFORMANCE ADVANTAGES Southern Yellow Pine1 Equivalent Wood Pole GridCore FRP Pole2 14 in x .750 in Length (ft) Load Class3 Allowable Class Load4 (kip) Weight (lb) Deflection5 (in) Weight (lb) Deflection5 (in) 40 3 1.95 1360 35 1040 12 2 2.41 1580 32 14 1 2.93 1810 30 18 H1 3.51 2050 28 21 H2 4.16 2310 26 25 45 3 1.95 1630 45 1170 17 2 2.41 1880 41 21 1 2.93 2160 38 26 H1 3.51 2450 36 31 H2 4.16 2760 33 37 50 3 1.95 1910 56 1300 24 2 2.41 2210 52 30 1 2.93 2530 48 36 H1 3.51 2880 45 44 H2 4.16 3240 42 52 55 3 1.95 2210 68 1430 33 2 2.41 2550 63 40 1 2.93 2930 58 49 H1 3.51 3320 54 59 H2 4.16 3740 51 70 60 3 1.95 2520 82 1560 43 2 2.41 2910 76 53 1 2.93 3340 70 65 H1 3.51 3790 65 78 H2 4.16 4270 61 92 65 3 1.95 2840 97 1690 56 2 2.41 3290 90 69 1 2.93 3770 83 84 H1 3.51 4280 77 100 H2 4.16 4820 72 119 70 3 1.95 3180 114 1820 71 2 2.41 3690 105 87 1 2.93 4220 97 106 H1 3.51 4790 90 127 H2 4.16 5390 85 150 POLE SELECTION GUIDE 1 Wood properties data are per ANSI O5.1-2022 Table 1. Allowable Class loads are based on NESC Table 261-1. GridCore FRP Pole Southern Yellow Pine Equivalent Wood Pole Nominal Fiber Stress, F (psi) 45,000 8,000 NESC constructiona Grade B Strength factor, ɸa 1.0 0.65 Modulus of Elasticity, Eb (106 psi) 5.00 2.13 Estimated Density (lb/ft3) 120 65 DESIGN PARAMETERS a Per NESC Table 261-1 b Wood data are per ANSI O5.1-2022 Table 1.

Attachment 1 Special items (1): 1) Special items are a non-GAAP financial measure.

Attachment 1 Special items (1) 1) Special items are a non-GAAP financial measure.

Attachment 1 Special items (1) 1)