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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />GROUTED BOND BEAM <br />CLEAN OUT REQUIRED <br />FOR INSPECTION <br />0`0 FIN. FUR. <br />TIE ERTICAL REBAR <br />... <br />e... 3 <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />.._4.. <br />BAR SIZE 48 BAR DIA. <br />#3 18" <br />#4 24" <br />H <br />#5 30" <br />#6 36' <br />#T 1 42" <br />HORIZONTAUVERTICAL <br />REINFORCING <br />SCALE: <br />EXT. PORCH SLAB <br />W/ 1/2" ISOLATION <br />JOINT (WHERE <br />APPLICABLE) <br />6'PVC CHASE — <br />THRU FOOTING <br />STEEL REINFORCING IN GROUTED <br />3 <br />CELL SEE PLAN FOR SIZE AND <br />5 a <br />SPACING REQUIREMENTS <br />62 <br />8" CMU WALL <br />�. SEE SLAB SCHEDULE <br />J _ <br />4" CHAMFER(1STORY) <br />6" CHAMFER (2-STORY) <br />MATCH STEEL <br />REINFORCEMENT <br />h <br />PER SCHEDULE <br />SEE SCHEDULE <br />FOR BAR SIZESAR <br />AND eaa Quarrrm <br />i Vr Vr JLMD '4" IUY Vt JIAtl <br />e . <br />a <br />BAR SIZE 48 BAR DIA. i <br />M3 181, <br />#4 24" <br />u �a <br />#5 30" <br />6" PVC CHASE THRU FOOTING <br />#7 1 42' <br />MATCH STEEL <br />REINFORCEMENT <br />PER SCHEDULE <br />PVC CHASE <br />THRU FOOTING <br />4 SCALE <br />#5 BARS <br />at <br />ra° <br />CMU UNIT DIMENSIONS <br />>o 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 />www.abdealgogroup.com <br />AA #: 0003326 <br />6 <br />IN <br />11111111 <br />SVSDIV & I.OT <br />ABBOTT PARK <br />LOT #14 BLK #12 <br />PHASE: 4C <br />PROJECT <br />04181.041-14121 <br />bWDEI1 <br />4EBB <br />"1828-CALI" <br />GARAGE BW MG: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />l"M NO f <br />DATE: 2/04/22 <br />SCALE: 1/4"=1'-0" <br />9IIEET <br />S1.2A <br />