Table 1613.2.5(2) is amended to read as follows:
"TABLE 1613.2.5(2) SEISMIC DESIGN CATEGORY BASED ON 1-SECOND PERIOD RESPONSE ACCELERATION
VALUE OF SD1 | RISK CATEGORY | ||
I or II | III | IV | |
SD1 [LESS THAN] 0.067g | A | A | A |
0.067g [LESS THAN EQUAL TO] SD1 [LESS THAN] 0.133g | B | B | C |
0.133g [LESS THAN EQUAL TO] SD1[LESS THAN] 0.20g | C | C | D |
0.20g [LESS THAN EQUAL TO] SD1 [LESS THAN] 0.27g | C | D | D |
0.27g [LESS THAN EQUAL TO] SD1 | D | D | D |
Haw. Code R. tit. 3, Building Code Council, State Building Code Council, Amendments to the 2018 ICC International Building Code (IBC), 28