Laserfiche WebLink
IF <br />TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR WI10" HOOK <br />GROUTED BOND BEAM <br />VARIES PER ELEV. <br />e <br />a' <br />1441 N. RONALD REAGAN BLVD <br />Z <br />LONOWOOD, FL 327"0 <br />.d i <br />• <br />PH:407-774807E <br />FAX: 407-774 '7B <br />www.abdesigngmup.00m <br />(• <br />: •Q <br />#5 BARS <br />AA #: 0003325 <br />■ m5 <br />8" <br />a• <br />O <br />CLEAN OUT REQUIRED <br />C <br />FOR INSPECTION <br />m <br />O <br />0'-0" FIN, FLR. <br />TIE ERTICAL REBAR <br />• a <br />TO HORIZONTAL <br />El <br />REBAR WI IO"HOOK <br />loll <br />BAR SIZE 48 BAR OIA. *--* <br />Z X #3 le, <br />LU > if4 24" CMU UNIT DIMENSIONS <br />O Iffi3a O � ARE NOMINAL SIZES <br />42" MASONRY SYMBOLS <br />HORIZONTAUVERTICAL 3 SCALE:3/4"=P-0" vi <br />�1 REINFORCING <br />0 SCALE: 34'=V-0" <br />Z <br />� <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />a <br />SPACING REQUIREMENTS <br />mW <br />U <br />m0 Z <br />8" CMU WALL <br />It <br />TOP OF SLAB <br />- n TOP OF SLAB <br />w <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />> <br />EXT. PORCH SLAB <br />• <br />4" CHAMFER (i-STORY) <br />7B" <br />W/ t/2"ISOLATION <br />6" CHAMFER (2-STORY) <br />JOINT (WHERE • <br />#4 24" <br />a °a <br />APPLICABLE) Z <br />MATCH STEEL <br />#5 30" <br />g <br />6" PVC CHASE <br />REINFORCEMENT <br />PER SCHEDULE <br />#8 35 <br />6" PVC CHASE THRU FOOTING <br />aumly as LOT: <br />ABBOTT PARK <br />LOT #33 <br />BLK #9 <br />PRO"=Tdi <br />04181.000-33091 <br />MODEIa <br />4EBB <br />"1828-CAU" <br />GARAGE 9VnNG: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />THRU FOOTING #7 a2" <br />MATCH STEEL <br />SEE SCHEDULE REINFORCEMENT <br />FOR WXD, BAR SIZE PER SCHEDULE <br />AND BAR QUANTITY PVC CHASE <br />4 THRU FOOTING <br />SCALE: 3/4"-- <br />1 <br />a <br />Dftftrr <br />ATE /09/20 <br />SCALE: 1/4"=V-0" <br />skmET <br />S1.2A <br />