Laserfiche WebLink
TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />GROUTED BOND BEAM <br />• <br />I .d <br />c <br />�. CLEAN OUT REQUIRED <br />FOR INSPECTION <br />'4 <br />0'-0" FIN. FLR. <br />TIE ERTICAL REBAR <br />. <br />• <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />BAR SIZE 148 BAR DIA. <br />#3 18" <br />#4 24" <br />M <br />#6 30" <br />#6 36 <br />#7 47' <br />HORIZONTAUVERTICAL <br />REINFORCING <br />SCALE: 3/4"=1'-0" <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR S1ZE AND <br />o <br />SPACING REQUIREMENTS <br />CMU WALL <br />• <br />TOP OF SLAB <br />• <br />q' TOP OF SLAB <br />•, <br />EXT. PORCH SLAB <br />•' SEE SLAB SCHEDULE <br />4" CHAMFER (I -STORY <br />BAR SIZE 4B BAR DIA. s <br />#3 7F <br />.4• <br />a <br />a : ! <br />. <br />•d - ; ! - <br />W/ 1/7' ISOLATION <br />6" CHAMFER(2STORY) <br />JOINT (WHERE <br />#4 2,V <br />.4= <br />APPLICABLE) <br />MATCH STEEL <br />#5 30' <br />g <br />REINFORCEMENT <br />S• <br />36" <br />THRU FOOTING <br />PER SCHEDULE <br />#7 <br />G' PVC CHASE THRU FOOTING <br />MATCH STEEL <br />REINFORCEMENT <br />SEE SCHEDULE <br />PER SCHEDULE <br />FOR MD. MR SR <br />AND MR QUANTT' <br />PVC CHASE <br />THRU FOOTING <br />4 <br />SCALE:3/4"=1'. <br />#5 BARS <br />r <br />a� <br />0 �1- <br />E'i- <br />�f-7r <br />CMU UNIT DIMENSIONS <br />� ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />1 <br />a <br />suBDIV. & Lolil <br />ABBOTT PARK <br />LOT# 31 <br />BLK. 7 <br />PROJECT <br />04181.006-31071 <br />HODELc <br />4EWB <br />"1499-FREEPORT" <br />GARAGE 19WING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH E , C <br />