Laserfiche WebLink
TIE. VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />GROUTED BOND BEAM <br />4 <br />_ <br />N <br />° <br />O <br />CLEAN OUT REQUIRED <br />FOR INSPECTION <br />Q <br />m <br />v <br />elr° <br />—J 1110'-0" <br />FIN, FLR. <br />TIE ERTICAL REBAR <br />�.� <br />TO HORIZONTAL <br />RESAR W/ 10" HOOK <br />��]]LILI''�� • <br />tea— -.� <br />BAR SIZE 48 BAR DIA. <br />�''11cc-- <br />Z W <br />#3 18" <br />0 <br />#4 24" <br />U <br />#5 30" <br />#6 36" <br />#7 42" <br />HORIZONTAUVERTICAL <br />0-72—N <br />4"=1'-0" <br />Z <br />� <br />STEEL REINFORCING IN GROUTED <br />d. <br />CELL SEE PLAN FOR SIZE AND <br />O <br />SPACING REQUIREMENTS <br />zi <br />O <br />Z <br />8" CMU WALL <br />0 <br />M <br />\ —SEE SLAB SCHEDULE <br />EXT. PORCH SLAB <br />CHAMFER (1-STORY) <br />W/ 112" ISOLATION <br />a <br />6" CHAMFER (2-STORY) <br />JOINT(WHERE <br />Ffi�`4" <br />APPLICABLE) <br />Z <br />ATCH STEEL <br />6"PVC CHASE <br />REINFORCEMENT <br />PER SCHEDULE <br />THRU FOOTING <br />SEE SCHEDULE <br />FOR WxD BAR SIZE <br />BAR SIZE 148 BAR DIA. <br />#3 1 18" m U <br />#4 1 24" <br />#5 1 30" <br />AND BAR QUANTITY PVC CHASE <br />(DIIH� <br />'d IVY yr JIAtl <br />d . <br />d <br />d <br />d <br />6" PVC CHASE THRU FOOTING <br />MATCH STEEL <br />REINFORCEMENT <br />PER SCHEDULE <br />#5 BARS <br />E �1 <br />1. 8" ., <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />1441 N. RONALD REAGAN 81 <br />LONGWOOD,FL32760 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngmup.com <br />AA #: 0003325 <br />7 <br />a <br />i <br />} <br />h <br />t3 <br />Q <br />iD <br />b <br />auSDm <br />ABBOTT PARK <br />LOT #7 <br />BLK #15 <br />PmoimcT* <br />04181.000-07151 <br />moDEL• <br />4EBB <br />"1828— 'ALI,, <br />GARAGE SVInNG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH W. C <br />