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Project: <br />Project No: <br />By: <br />Date:Revision:Page: <br />64 <br />C-BM-1: <br />SPAN: <br />TRIB WIDTH: <br />FLOOR LOADING: <br />SIZE: <br />15' <br />2' <br />SEE WEIGH-UP IN SEC. 1.4 <br />6x10 DF NO.2 <br />CYPRESS FIRE STATION <br />23005.10 <br />JS/CHP <br />(E <br />) <br /> <br />C <br />L <br />G <br />. <br /> <br />B <br />M <br />. <br />, <br /> <br />S <br />I <br />S <br />T <br />E <br />R <br />W/ <br /> <br />( <br />2 <br />) <br /> <br />1 <br /> <br />3 <br />/ <br />4 <br />x <br />1 <br />4 <br /> <br />L <br />V <br />L <br />(E) H <br />I <br />P <br />(E) HIP <br />(E <br />) <br /> <br />2 <br />x <br />6 <br /> <br />R <br />A <br />F <br />T <br />E <br />R <br />S <br />@ <br />2 <br />4 <br />" <br /> <br />O <br />. <br />C <br />. <br />(E <br />) <br /> <br />2 <br />x <br />6 <br /> <br />R <br />A <br />F <br />T <br />E <br />R <br />S <br />@ <br />2 <br />4 <br />" <br /> <br />O <br />. <br />C <br />. <br />S <br />3A <br />6x <br />1 <br />0 <br /> <br />CL <br />G <br />. <br /> <br />B <br />M <br />. <br />2x <br />6 <br /> <br />P <br />O <br />S <br />T <br />CL <br />G <br />. <br /> <br />T <br />O <br /> <br />R <br />O <br />O <br />F <br />6 <br />14 <br />' <br /> <br />- <br />6"