Table 1613.2.5(1) is amended to read as follows:
"TABLE 1613.2.5(1) SEISMIC DESIGN CATEGORY BASED ON SHORT-PERIOD (0.2 second) RESPONSE ACCELERATION
VALUE OF Sds | RISK CATEGORY | ||
I or II | III | IV | |
SDS [LESS THAN] 0.167g | A | A | A |
0.167g [LESS THAN EQUAL TO] SDS [LESS THAN] 0.33g | B | B | C |
0.33g [LESS THAN EQUAL TO] SDS [LESS THAN] 0.50g | C | C | D |
0.50g [LESS THAN EQUAL TO] SD1 [LESS THAN] 0.60g | C | D | D |
0.60g [LESS THAN EQUAL TO] SDS | D | D | D |
Haw. Code R. tit. 3, Building Code Council, State Building Code Council, Amendments to the 2018 ICC International Building Code (IBC), 27