Laserfiche WebLink
TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10' HOOK <br />GROUTED BOND BE AM <br />VARIES PER ELEV. <br />Z <br />i <br />iv <br />—j, <br />d <br />•I <br />'Fm CLEAN OUT REQUIRED <br />Q FOR INSPECTION <br />m <br />�o <br />m <br />0'-0" FIN. FUR. <br />• - <br />�.• <br />TIE ERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />BAR SIZE 48 BAR CIA. <br />Z <br />#3 1 18" <br />O <br />#4 24" <br />m U <br />#5 30" <br />#6 36" <br />#7 42" <br />HORIZONTAUVERTICAL <br />�� <br />REINFORCING <br />� <br />SCALE: 3l4"=1'-0" <br />EXT. PORCH SLAB <br />W/ 1/2" ISOLATION <br />JOINT (WHERE <br />APPLICABLE) <br />6" PVC CHASE — <br />THRU FOOTING <br />Z <br />oIL <br />a <br />mV <br />O J <br />a <br />o� <br />'�•TOP OF SLAB <br />SEE SLAB SCHEDULE z w <br />BAR SIZE 48 BAR DIA. > <br />4" CHAMFER (1-STORY) O <br />6" CHAMFER (2-STORY) #3 18, U <br />• #4 24" <br />Z MATCH STEEL #5 30" <br />REINFORCEMENT 36„ <br />PER SCHEDULE <br />#7 1 42" <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR OUANT(TY PVC CHASE <br />4 THRU FOOTING <br />SCALE: 3/4"=1'-0" <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />8" CMU WALL <br />REINFORCEMENT <br />PER SCHEDULE <br />NG <br />#5 BARS <br />1701 mJ <br />8" " <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD,FL32750 <br />PH: 407-774.6078 <br />FAX: 407-774.4078 <br />www.abdosigngroup.com <br />AA #: 0003325 <br />6 <br />O <br />NITI <br />11:.:9 <br />sVSDIV, & LOT <br />SILVERADO <br />LOT #44 <br />BLK #18 <br />[PROJECT <br />04128.001-44181 <br />MODEM <br />4EAB <br />"1672—ARIA" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />i <br />DAR CE 07/27/20 <br />DCAIX: 1/4"=1'-0" <br />SKEET <br />s1.2.A. <br />