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5,Z,y Wind Desian <br /> 5. 2 .2. 1 Biiildinq and structures and 2very part t1��ereof shall be <br /> diasigned to r+ithstand the forces of Wind pressures <br /> as:sumed in any direction as set forth in Che Uniform <br /> Btiilding Code, 1985 Edition. The overturning zroment <br /> ci�lculated irom such wi�d pressures shall in no case <br /> exceed two-thir�is of the dead load resistinq momer�t. <br /> 5. 4 . 3 �r�,�1.�, Desian <br /> To provide tha level of seismic protection required, tha <br /> bvildinq structure and every portion thereof, including <br /> structuralnelementsuretcbrashnllrbeedesiqnedutouresistn <br /> e.tresses produced by tha lateral seismic forces as set <br /> f'orth in the Unifonn Buildinq Code, 1985 Edition. <br /> 5.5 BUILDING CONFSGURATION <br /> 5.5.1 Phvsical L�pRcritition <br /> 5.5. 1. 1 Floors: Floors shall be non-combustible or may hava fire <br /> retardant treated plywood deckinq. Floors shall be <br /> mounted (anchored) to steel frame of building. <br /> 5.5.1.2 Exterior Walls: 5ee Architectural <br /> l 5.5.1.3 Roofe: See Architectural <br /> 5. 6 nFGr,N L�ADS <br /> 5.6.1 Wind Load - Per VHC Chapter 2� <br /> 5.6.1. 1 Bnsic win� spead - 80 mph, withstand qusts to 100 mph. <br /> 5. 6.2 Seismic Load <br /> 5.6.2 .1 Per USC Chapter 23 and ANSI A58. 1-1982. <br /> 5.G.2.2 Seismic Zone 3 <br /> 5.6.3 Floor L,�ads: <br /> (a) Buildings 3 and 5 shall hava a design � 175 pst <br /> liva load of <br /> (b) All other buildings shall ha��e a � 50 psf <br /> desiqn live load of <br /> (c) Work sheds shall be designed without floors (floor <br /> surface shall be existing concrete) <br /> � <br /> -12- Q <br />