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j. The City of Pleasanton selected the mean annual temperature from the National Climatic Data Center data table"Air Freezing Index-USA Method(Base 32°F at www.ncdc.noaa.gov/fps!html. k. In accordance with Section R301.2.1.5,where there is local historical data documenting structural damage to buildings due to topographic wind speed-up effects,the jurisdiction shall fill in this part of table with"YES."Otherwise,the jurisdiction shall indicate"NO"in this part 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 foot) USE LIVE LOAD Attics without storageb 10 Attics with limited storage's 20 Habitable attics and attics served 30 with fixed stairs Balconies (exterior) and decks° 60 Fire escapes 40 Guardrails and handrailsd 200h Guardrail in-fill components! 50h Passenger vehicle garagesa 50a Rooms other than sleeping room 40 Sleeping rooms 30 Stairs 40' For SI: I pound per square foot=0.0479 kl'a, 1 square inch=645 mm2, I pound=4.45 N. a. Elevated garage floors shall be capable of supporting a 2,000-pound load applied over a 20-square-inch area. b.Attics without storage are those where the maximum clear height between joist and railer is less than 42 inches,or where there are not two or more adjacent trusses with the same web configuration capable of containing a rectangle 42 inches high by 2 feet wide,or greater,located within the plane of the truss. For attics without storage,this live load need not be assumed to act concurrently with any other live load requirements. c. Individual stair treads shall be designed for the uniformly distributed live load or a 300-pound concentrated load acting over an area of 4 square inches,whichever produces the greater stresses. d.A single concentrated load applied in any direction at any point along the top. e.Decks that are not exterior ba/conies may be designed at 40 psi See Section R502.2.2 for decks attached to exterior walls. f.Guard in-till components(all those except the handrail),balusters and panel fillers shall he designed to withstand a horizontally applied normal load of 50 pounds on an area equal to 1 square foot.This load need not be assumed to act concurrently with any other live load requirement. g. For attics with limited storage and constructed with trusses, this live load need be applied only to those portions of the bottom chord where there are two or more adjacent trusses with the same web configuration capable of containing a rectangle 42 inches high or greater by 2 feet wide or greater, located within the plane of the truss. The rectangle shall fit between the top of the bottom chord and the bottom of any other truss member,provided that each of the following criteria is met. I.The attic area is accessible by a pull-down stairway or framed in accordance with Section R807.1. 2.The truss has a bottom chord pitch less than 2:12. 3. Required insulation depth is less than the bottom chord member depth. The bottom chords of trusses meeting the above criteria for limited storage shall he designed for the greater of the actual imposed dead load or 10 psi;uniformly distributed over the entire span.