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TIE VERTICALD REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />GROUTEBOND BEAM <br />-_i, <br />VARIES PER ELEV. <br />Z d <br />iv <br />wk- <br />CLEAN OUT REQUIRED <br />0 <br />FOR INSPECTION <br />:. 1 ' <br />TIET/ERTICAL REBAR <br />.. .. '•a .: a • <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />1- <br />BAR SIZE <br />148 BAR DIA <br />Z 0� <br />#3 <br />1w <br />g <br />#4 <br />24" <br />O <br />M U <br />#8 <br />30" <br />#8 <br />36" <br />HORIZONTALNE RTICAL <br />#7 <br />4Y <br />%,� <br />REINFORCING <br />EXT. PORCH SLAB <br />W/ 1/2" ISOLATION <br />JOINT (WHERE <br />APPLICABLE) <br />8" PVC CHASE — <br />THRU FOOTING <br />g <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />Q <br />O <br />SPACING REQUIREMENTS <br />�W <br />U_ <br />0 <br />Z <br />8CMU WALL <br />SEE SLAB SCHEDULE <br />—4' CHAMFER (1STOR1) <br />8" CHAMFER (2STOR1) <br />tf�MATCH <br />Z <br />STEEL <br />REINFORCEMENT <br />PER SCHEDULE <br />SEE SCHEDULE <br />FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />ZW <br />Lu <br />BAR SIZE 48 BAR DIA f > <br />#3 18" ou <br />#4 24" <br />#5 1 30, <br />PVC CHASE <br />THRU FOOTING <br />4 SCALE:3/4"=1'-0" <br />4G <br />REINFORCEMENT <br />PER SCHEDULE <br />#8 BARS <br />a ; <br />.. 8" " <br />all <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774 078 <br />FAX:407-774.4078 <br />www.ebdaftWo4p.com <br />AA #: 0003325 <br />Y <br />u <br />Q <br />Q <br />A <br />d <br />avaD:v �e ' <br />SILVERADO <br />LOT #4 <br />BLK #18 <br />l�Ji�QT <br />04128,001-04181 <br />MODEL1 <br />4EBB <br />"1828-CALL" <br />OA1tA0a 8WUfM <br />RIGHT <br />!AOffi: <br />DETAILS <br />150 MPH EXP. B <br />