Laserfiche WebLink
TIE VT <br />RTICATAL REBAR <br />TO HORIZONTAL <br />RE <br />BAR W/ 10' HOOK <br />GROUT i. BOND BEAM <br />VARIES PER ELEV. <br />a <br />i a a <br />#5 BARS <br />. ° <br />�b <br />g <br />c CLEAN OUT REQUIRED 1'a <br />FOR INSPECTION <br />o ° I'. •• <br />0'-0" FIN. FUR. <br />•- TIETVERTICALREBAR <br />° TO HORIZONTAL a <br />- REBAR W/ 10" HOOK <br />BAR SIZE 148 BAR DIA <br />#3 18' <br />CMU UNIT DIMENSIONS <br />o #4 24 #5 30" ARE NOMINAL SIZES <br />O• <br />MASONRY SYMBOLS <br />HORIZONTAL/VERTICAL <br />`,Y, SCALE: 3/4"=l'-0' <br />REINFORCING <br />� SCALE: 3/4"=1'-0" <br />STEEL REINFORCING IN GROUTED <br />f CELL SEE PLAN FOR SIZE AND <br />3 a SPACING REQUIREMENTS <br />w 8" CMU WALL <br />f <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />4" CHAMFER (1-STORY) <br />i rc <br />BAR SIZE 48 BAR DIA. <br />181, <br />W/ 112, ISOLATION <br />< <br />6" CHAMFER (2-STORY) <br />#3 <br />JOINT (WHERE <br />#4 24 <br />APPLICABLE) <br />MATCH STEEL <br />#5 30" <br />6" PVC CHASE <br />f <br />H <br />REINFORCEMENT„ <br />PER SCHEDULE <br />36 <br />THRU FOOTING <br />#7 <br />SEE SCHEDULE <br />FOR NMD, BAR SIZE <br />AND BAR QUANTITY <br />PVC CHASE <br />THRU FOOTING <br />4 <br />SCALE: 3/4"=T-0" <br />REINFORCEMENT <br />PER SCHEDULE <br />NG <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, IF 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003326 J <br />C <br />i <br />a <br />a <br />SUHDIV. Ac LOT <br />ABBOTT PARK <br />LOT #8 <br />BLK. #9 <br />PROJECT# <br />04181.000-08091 <br />MODEL <br />4EBB <br />"1828-CALI" <br />GARAGE BNING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 PH EXP. C <br />JUNr� 2�a <br />IDACE: 6/14/21 <br />9CAL.E: 1/4"= V— 0 <br />SKEET <br />S1.2A <br />