Laserfiche WebLink
TIE VERTICAL REBARc <br />TO HORIZONTAL <br />RESAR W,10" HOOK <br />Z <br />Z <br />GROUTED BONDBEAM <br />�v <br />VARIES PER ELEV. <br />Z � <br />44 <br />CLEAN OUT REQUIRED <br />a FOR INSPECTION <br />< TIE VERTICAL REBAR <br />'4 TO HORIZONTAL <br />- REBAR W/ 10" HOOK <br />�����IIcc''-- BAR SIZE 48 BAR DIA. <br />Z W #3 18" <br />' #4 24" <br />U #5 30' <br />#6 36 <br />#T a2 <br />HORIZONTAL/VERTICAL <br />(D - REINFORCING <br />SCALE: 3/4"=1'-0' <br />Z <br />� <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />�W <br />U <br />N <br />Z4. <br />a, CMU WALL <br />m <br />� <br />yy,L,./J�.�—E <br />EXT. PORCH SLAB) <br />4" CHAMFER (1STORV) <br />gp:6" <br />CHAMFER (2STORY) <br />J01/7'ISOLATION <br />JOINT(WHERE <br />APPLICABLE) <br />2 <br />MATCH STEEL <br />6" PVC CHASE <br />REINFORCEMENT <br />THRU FOOTING <br />PER SCHEDULE <br />SEE SCHEDULE <br />FOR WXD BAR SIZE <br />OFFSET METHOD CONTINUOUS SIZE 488AR DIA <br />METHOD #4 24" <br />HORIZONTAL/VERTICAL #5 3a' <br />REINFORCING #6 <br />2 #6 47' <br />SCALE: 3/4"=1'-0" <br />I UI' OF 6LAIS - 4 1 UP OF SLA6 ' <br />BAR SIZE 48 BAR DIA. <br />4� <br />#3 1- Iin U <br />#4 24'• <br />e a <br />#5 30' <br />6" PVC CHASE THRU FOOTING <br />MATCH STEEL <br />REINFORCEMENT <br />PER SCHEDULE <br />AND BAR QUANTITY PVC CHASE <br />THRU FOOTING <br />4 SCALE: 3l4"=1'-0' <br />#5 BARS <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY <br />APR 1 <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdosigngfoup.com <br />AA #: 0003326 <br />k�k <br />gp <br />oumrv. as Lo1S <br />ABBOTT PARK <br />LOT #30 <br />BLK. #12 <br />0 18100t-30121 <br />xoa� <br />3EAB <br />"1504- ALLE)C" <br />RIGHT <br />PAGM <br />DETAILS <br />%160,MPH W. C <br />A. <br />No W723 <br />a- = 04/07/21 <br />eCAUW. 1/4"=1'-0" <br />axe <br />s1.2A <br />