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1 — Additional na l d o f I , ;y .,to r on th , n d e fl ee t e d .,F above th i o f <br />( se e <br />see .> > in inehes <br />ofifi . <br />d Depth e f..,.,to.- en th . n d e fl ee t e d o f up to th i o f seeon .1,..,; <br />system when the pr-imar-y- drainage system is sleeked (i.e. the s t.,ti e h i <br />h �.v m ) <br />�rT <br />R Rain lead on the undefleeted foofi, in psf (104/m). When the phrase <br />" unde€leeted r is used, f+om loads (ineltiding dead — leads) <br />shall not be eonsider when detef:Fnining the amount of min on thee <br />reefl design rainfall rate shall be based on the 100 -year 1 -hour rainfall <br />rate indicated in Figure 1611.1 as published by the National Weather <br />Service or on other rainfall rates determined from approved local weather <br />data. <br />MAUI <br />I <br />.T. LANAI <br />•,' a0.( :• : - .J�'� <br />..................,._ KAUAI <br />MOLOKAI <br />77 55._ <br />FIGURE 1611.1 — continued <br />100 -YEAR, 1 -HOUR RAINFALL (INCHES) HAWAII <br />For SI: 1 inch = 25.4 mm. <br />Source: National Weather Service, National Oceanic and Atmospheric Administration, Washington D.C. <br />(18) Amending Table 1613.5.6(1). Table 1613.5.6(1) is amended to read as follows: <br />TABLE 1613.5.6(1) <br />SEISMIC DESIGN CATEGORY BASED ON <br />SHORT- PERIOD RESPONSE ACCELERATIONS <br />VALUE OF SDS <br />Occupancy Cate o <br />I or II 1 III 1 IV <br />I'a�c 14 of _1 � <br />i ?crrn.Eelver I forn1(1/ _blic/1,ii cla.s to 2000 113(" Il.c proviciccl ire Bill 2 -(J <br />