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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10' HOOK <br />GROUTED BOND BEAM <br />-- VARIES PER ELEV. <br />Z d <br />� °' , <br />• '°�.. <br />N <br />,I ° <br />5 <br />a <br />0 CLEAN OUT REQUIRED <br />Q .1� FOR INSPECTION <br />m <br />a I ' <br />'� � � �� I � � TIETlERTICAI REBAR <br />e • � - TO HORIZONTAL <br />�, �o,:' REBAR W/ 10' HOOK <br />' .�. <br />BAR SIZE 43 BAR DIA. <br />Z� #3 18' <br />g O #4 24' <br />� U #5 30' <br />716 36' <br />#� ar <br />HORIZONTAWERTICAL <br />� REINFORCING <br />SCALE: 3/4'=1'-0' <br />Z <br />� STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />a SPACING REQUIREMENTS <br />¢� <br />mW <br />U <br />�� <br />¢O to � Z B' CMU WALL <br />M+- 0'-0' +- 0'-0' <br />TOP OF SLAB ° � TOP OF SLAB <br />SEE SLAB SCHEDULE Z LL¢1 -° a ' <br />EXT. PORCH 3LA6 BAR SIZE 48 BAR DIA. � > ° <br />4' CHAMFER (iSTORI� #3 18' M U � + � � �. ° <br />W/ t/2' ISOLATION 8' CHAMFER (2STORY) <br />JOINT (YJHERE � � 7F4 24' ° �y <br />APPLICABLE) Z � MATCH STEEL #5 �• <br />6' PVC CHASE � REINFORCEMENT #g 36' <br />PER SCHEDULE 8' PVC CHASE THRU FOOTING <br />THRU FOOTING .- #7 42' <br />MATCH STEEL <br />SEE SCHEDULE REINFORCEMENT <br />FOR WxD, BAR SIZE PER SCHEDULE <br />AND BAR�UANTITY PVC CHASE <br />�1 THRU FOOTING <br />A SCALE: 3�4'=7 b' <br />#5 BARS <br />..a <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD,FL32760 <br />PH: 40T-7748078 <br />FAX 407-774A078 <br />www.abdesigngroup.com <br />AAiF.0003328 <br />$t. <br />� <br />���� <br />������ <br />4 <br />a��� <br />sVSDIV. dt LOT: <br />SILVERADO <br />LOT #27 <br />BLK #18 <br />P1tOJl.CT� <br />04128.002-27181 <br />8[ODEL: <br />4EHB <br />"1828—CALI" <br />awiewcsa awtr7a: <br />RIGHT <br />pwoa: <br />DETAILS <br />150 MPH B <br />