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e the outdoor design dry-bulb temperature was selected from the columns of 9751-percent values Ihr winter Gone Appendix I)of the International Numbing(-ode. The jurisdiction shall till in this part of the table with the seismic design category determined from Section 12301.22.I. g. The date of the City of Pleasanton's entry into the National Flood Insurance Program. May 5, 1971. lie date(s)of the Flood Insurance Study. August 3.2009:September 30, 1997:September 19, 1984:June 1980 revised August 31, 1982. lie panel numbers and dates of all currently. effective FIR Ms adopted by the City of Pleasanton,as amended:Panel 060012'03046.Panel 06001('03080. Panel 06001('03090.Panel 06001 C0316G. Panel 06001 C'03170,Panel 06001(40318(1:Panel 060(11('0319(1. Panel 060111 C03280. Panel 060010)336G.Panel 061101('03370. Panel 0600 IC0.339G:Panel 116001('0343(1:Panel 0600I(404600: Panel 060012'0476G.Panel(1611111('114800:and Panel 060010048504 all effective August 3,2009 h. In accordance with Sections 129052.7.1,129(1)_4.3.I.R905.5.3.1.12905.6.3 129(15.7.3.1 and 129115.8.3.1.where there has been a history of local damage from the el feels of ice damming.the jurisdiction shall lilt in this part of the table ssilh'YFS'Otherwise,the jurisdiction shall I ill in this part of the table with-NO.-_ i ITC City of Pleasanton selected the 100-rear(99%)value on the National Climatic Data Center data table-Air Freezing Index-t:S\ Method(Base 32°1 al WNW nede noaa goy/fps1 htnd. j the('ih of Pleasanton selected the mean annual temperature from the National('limat,e Data('enter data table"Air Freezing Index ISA Method(Base 32°14'al e sew nede.noaa gnv/fpsfhIml. k. In accordance with Section 123012.1.5,Where there is local historical data documenting structural damage to buildings due to topographic ssind speed-up effects,the jurisdiction shall fill in this part of the table with"YES."Otherwise,the jurisdiction shall indicate-NO''in this pan of the table. 20.10.050 CRC Table R301.5 amended — Minimum Uniformly Distributed Live Loads Table R301.5 is amended to read as follows: TABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (in pounds per square loot) • USE LIVE LOAD AID(s without storages' 10 Atti(s v:ith Iltnitetl slurageb 20 Habitable attics and arils served 30 with fixed stairs Balconies (exterior) and decks' ot� Fire escapes 40 (_,uardrails and handrails'I 2tM}II (.nardrail in-fill cnnlpone its' 50h Passenger ychicle garages Rim cutter than sleeping Ewan -Ii) _ Sleeping rooms — 3U Stairs 40` for S3 I pound per square foot -0.0479 kPa. I square inch°645 mnu, I pound-4.45 N. a I levated garage floors shall he capable of supporting a 2.000-pound load applied over a 20-square-inch area. h. Attics ss ithout storage are those where the maximum clear height between joist and rafter is less than 42 inches,or where there are not Iswo or more adjacent trusses with the same web configuration capable of containing a rectangle 42 inches high by 2 feet slide.or greater,located ssithin the plane of the truss_For attics without storage,this live load need not he assumed to act eo Ile urrentk with am other live load requirements