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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR WI 10" HOOK <br />GROUTED BOND BEAM <br />VARIES PER ElE' <br />Z <br />.I <br />O CLEAN OUT REQUIRED <br />4 FOR INSPECTION <br />m <br />4 I .,.. <br />TIE_ /ERTICAL REBAR <br />e TO HORIZONTAL <br />REBAR W110" HOOK <br />_�I�� BAR SIZE 48 BAR DIA. <br />Z W #3 18" <br />W #4 24' <br />#6 36` <br />#7 42" <br />HORIZONTALNERTICAL <br />(D--T2M-' <br />NFORCINGO NOT USED <br />4"=1'-0" <br />EXT. PORCH SLAB <br />W/ 1/2" ISOLATION <br />JOINT (WHERE <br />APPLICABLE) <br />6` PVC CHASE — <br />THRU FOOTING <br />Z <br />� <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />Q <br />SPACING REQUIREMENTS <br />U <br />�a <br />O) <br />Z <br />8" CMU WALL <br />O <br />ro <br />� <br />o <br />SEE SLAB SCHEDULE <br />4" CHAMFER (I -STORY) <br />6" CHAMFER (2-STORY) <br />Z MATCH STEEL <br />E REINFORCEMENT <br />PER SCHEDULE <br />SEE SCHEDULE <br />AND BAR QUANTITY PVC CHASE <br />4 THRU FOOTING <br />SCALE: 314"=1'-0" <br />Z_ W <br />BAR SIZE <br />48 BAR DIA. <br />#3 <br />18" <br />LU <br />U <br />#4 <br />24" <br />#6 <br />38 <br />#7 <br />42" <br />NG <br />REINFORCEMENT <br />PER SCHEDULE <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />wwwsbdeslgngroupcom <br />AA M: 0003326 <br />Q <br />Jill[ <br />V <br />0 <br />aunz)ly. as L0 <br />74 <br />ABBOTT PARK <br />LOT #4 <br />BLK #10 <br />P3tOJwT# <br />04181.000-04103 <br />MODZU <br />3ELB <br />"1239—LAYTON" <br />GALCAOM SWU40: <br />LEFT <br />PAOR: <br />DETAILS <br />%160 MPH EXP. C <br />I \ <br />pu <br />DATJC: 11/25/19 <br />aCAL E: 1/4"=1'-0" <br />s*m T <br />S1. 2A <br />