Laserfiche WebLink
TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />GROUTED BOND BEAM <br />I L VARIES PER ELEV. <br />#5 BARS <br />CLEAN OUT REQUIRED <br />FOR INSPECTION <br />TIETERTICAL REBAR <br />TOHORIZONTAL <br />REBAR W/ 10" HOOK <br />BAR SIZE 48 BAR DIAL <br />Z_ #3 18 <br />g #4 24" <br />U #6 3°" <br />#6 36' <br />#7 47' <br />HORIZONTALNERTICAL <br />REINFORCING <br />SCALE: 3/4"=1'-lY' <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />Z <br />� STEEL REINFORCING IN GROUTED <br />d CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />W <br />U <br />Q W Z 8" CMU WALL <br />TOP OF SLAB n - TOP OF SLAB <br />\" SEE SLAB SCHEDULESEE SLAB SCHEDULE ? ce <br />BAR SIZE 48 BAR DIA. <br />EXT. PORCH SLAB 4" CHAMFER (1-STORY) 03 18" '� U <br />W/ 1/2' ISOLATION 8" CHAMFER (2STORY) <br />JOINT (WHERE #4 24' <br />APPLICABLE) Z_ - MATCH STEEL <br />#5 30 <br />REINFORCEMENT <br />8" PVC CHASE 36„ <br />PER SCHEDULE SIP <br />VC CHASE THRU FOOTING <br />THRU FOOTING N <br />MATCH STEEL <br />SEE SCHEDULE REINFORCEMENT <br />FOR WxD, BAR SIZE PER SCHEDULE <br />AND BAR QUANTITY PVC CHASE <br />THRU FOOTING �Y <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774,4078 <br />www.abdesigngroup.00m <br />L AA M: 0003326 J <br />6 <br />O <br />y <br />IC <br />SVHDIV. At Ilo'h <br />ABBOTT PARK <br />LOT #4 <br />BLK. #9 <br />"T <br />04181.00- 04091 <br />acoame <br />4EBB <br />"1828-CALI" <br />aARAOX 8VW0: <br />LEFT <br />PAd2h <br />DETAILS <br />160 MPH E . C <br />