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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ td' HOOK <br />9 <br />GROUTED BONDBEA. N <br />VARIES PER ELEV. <br />N <br />,I <br />s <br />g CLEAN OUT REQUIRED <br />POR INSPECTION <br />3 <br />D-C FIN. FLR. <br />a <br />• <br />TIE RTICAL REBAR <br />q _ <br />TO HORIZONTAL <br />e. <br />REBAR W/10"HOOK <br />BAR SIZE 148 BAR DIA <br />N3 16' <br />84 24" <br />h <br />1{5 3d' <br />06 38' <br />07 42 <br />HORIZONTAUVERTICAL <br />REINFORCING <br />SCALE: 3/4"=1'-0" <br />OFFSET METHOD CONTINUOUS BARSIZE 48BARDIA. <br />METHOD <br />HORIZONTAUVERTICAL <br />REINFORCING "� � <br />2 x7 47' <br />SCALE: 3/4"=1'-0" <br />65 BARS <br />a� <br />0 <br />ra <br />a4 <br />F�L <br />CMU UNIT DIMENSIONS <br />y, ARE NOMINAL SIZES <br />3 MASONRY SYMBOLS <br />SCALE. 3/4"=,'-0" <br />NEW REINF. BAR <br />92 <br />SECURED W/ 2- PART <br />STEEL REINFORCING IN GROUTED <br />EPO%V. MIN. EMBED <br />CELL SEE PLAN FOR SIZE AND <br />3 <br />UNO <br />SPACING REQUIREMENTS <br />i <br />FOLLOW ALL MANF. <br />o <br />SPECIFICATIONS FOR <br />g <br />iI <br />USE AND <br />PREPARATION OF <br />9 <br />J <br />HOLE. <br />% <br />8' CMU WALL <br />p <br />6 <br />TOP OF SLAB <br />q' <br />TOP OF SLAB <br />- <br />SEE SLAB SCHEDULE <br />q , <br />. • <br />- e• • <br />EXT. PORCH SLAB <br />4" CHAMFER (,STORY) <br />BAR SIZE <br />48 BAR DIA. <br />q q - <br />W/ 12' ISOLATION <br />6" CHAMFER (2STORY) <br />18, <br />h <br />STEEL REINF. OF <br />JOINT(WHERE <br />a <br />x4 <br />24" <br />BOND. BEAM <br />APPLICABLE) <br />MATCH STEEL <br />#`' <br />30" <br />8' PVC CHASE <br />i REINFORCEMENT <br />N PER SCHEDULE <br />8' PVC <br />CHASE THRU FOOTING <br />THRU FOOTING <br />07 <br />N7 <br />47 <br />ADDING BAR TO <br />MATCH STEEL <br />REINFORCEMENT <br />BOND BEAM <br />SEE SOME W LE <br />FORNAD, BAR SIZE <br />PER SCHEDULE <br />4THRU <br />AND SAR QUANTrrY <br />PVC CHASE <br />5 <br />FOOTING <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407.77443078 <br />FAX 407-774-4078 <br />www:reslgng00033oup.com <br />AA N: 215 <br />V <br />Orq <br />avHDiv s� zeor <br />ABBOTT PARK <br />LOT #17 <br />BLK #13 <br />PHASE 4B <br />PROJECT <br />04181.04E-17131 <br />W0DEic <br />4EHB <br />"2605-HAYDEN" <br />GARAGE awnrO: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />