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buildin <br />Scale: 5/4"= I'-U <br />section <br />PLYWOOD SHEATHING <br />SEE ROOF PLAN <br />2X8 WOOD RAFTERS <br />SEE ROOF PLAN <br />SIMPSON TIE <br />SEE TYP. DET. 6-017 <br />ON SHEET S3.04 <br />-L.= (11'-4") <br />TOP/WALL <br />8" BOND BEAM W/ <br />1-#5 CONT BARS <br />VERT. REINF. W/ <br />STD. HOOK AT TOP <br />8" CMU WALL. SEE <br />PLAN FOR REINF. <br />VERTICAL DOWELS TO <br />MATCH WALL REINF. <br />CONCRETE SLAB ON <br />GRADE. SEE PLAN <br />1 /2" THICK PREMOLDED <br />JOINT FILLER MAT'L. <br />GROUT CELLS SOLID <br />BELOW CONCRETE SLAB <br />=L.= (0'-0") <br />TOP/FIN FLOOR <br />CONT. CONCRETE WALL <br />FOOTING. SEE PLAN FOR <br />SIZE AND REINF. <br />_L.= (-2'-0") <br />rOP/CONC. FOOTING <br />UNDO A. CASTELLON, P.E. <br />FL. LIC. No. 43453 <br />i <br />0 <br />V <br />V <br />z <br />z <br />z <br />t� <br />0 <br />u <br />z <br />z <br />Z <br />0 <br />L <br />O <br />.- <br />� � O <br />\/ <br />Lo L6 r <br />I <br />c <br />O <br />00 00 N <br />O O <br />0 O <br />O <br />O <br />m <br />s <br />Q- <br />c <br />�c <br />c <br />U <br />a <br />Q <br />_ <br />O <br />W 00 <br />D N <br />c M <br />o <br />O <br />a <br />U <br />Q0 <br />a) o <br />D <br />c <br />0 1 <br />0 <br />�rl�—0 <br />u <br />L <br />C <br />��o <br />N L <br />ci <br />1-0 N 0 <br />U <br />Z <br />Z <br />VJ <br />N <br />J <br />W <br />o <br />O <br />N N <br />W <br />COn <br />(n <br />Z <br />noN E Z <br />Z <br />'0 <br />U) (D co o <br />Q <br />o <br />w <br />` rr <br />Er M <br />20 <br />11 1 11 <br />���0(((D d <br />2 L C <br />} <br />O U o <br />w M U <br />w E <br />�o" W <br />N Q r U m <br />Ln F- ao w <br />(D copyright <br />revisions: <br />FAI <br />Q2 <br />9/18/2008 <br />steel roof/wood roof <br />drawn: sc/d m <br />checked: rd <br />date: 1-15-08 <br />prof. no: P07-15B <br />S4904 <br />