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9 <br />7 <br />6 <br />5 <br />(E <br />) <br /> <br />W <br />1 <br />2 <br />x <br />1 <br />9 <br />(E <br />) <br /> <br />W <br />1 <br />2 <br />x <br />1 <br />9 <br />(E <br />) <br /> <br />W <br />1 <br />2 <br />x <br />1 <br />9 <br />(E <br />) <br /> <br />W <br />1 <br />2 <br />x <br />1 <br />9 <br />(E <br />) <br /> <br />W <br />1 <br />2 <br />x <br />1 <br />9 <br />(E <br />) <br /> <br />W <br />1 <br />2 <br />x <br />1 <br />9 <br />(E <br />) <br /> <br />W <br />1 <br />2 <br />x <br />1 <br />9 <br />(E <br />) <br /> <br />W <br />1 <br />2 <br />x <br />1 <br />9 <br />(E) W18x40 <br />(E) TAPERED STEEL BEAM <br />(E) TAPERED STEEL BEAM <br />(E) COL. <br />TYP. <br />(E) COL. <br />TYP. <br />(E) W18x40 <br />(E) TAPERED STEEL BEAM <br />1ROOF PLAN2ROOF PLAN <br />1452 EDINGER AVE. <br />TUSTIN, CALIFORNIA 92780 <br />10 CHURCH CIRCLE <br />ANNAPOLIS, MD 21401 <br />4430 E. MIRALOMA AVE. SUITE D <br />ANAHEIM, CALIFORNIA 92807 <br />S-2 <br />3/32"=1'-0" <br />SCALE: <br />1/4"=1'-0" <br />SCALE: <br />SECTOR 'B' <br />230° <br />SECTOR 'C' <br />5° <br />SECTOR 'A' <br />100° <br />SECTOR 'C' <br />350° <br />George Gomez, P.E. <br />C VI <br />C 92845 <br />EORGE GOME <br />REGISTERED PROFESSIONALENGINEER <br />STATE OF CAL IFORNIAIL <br />ZG