Laserfiche WebLink
TIE VERTICAL REBAR <br />TO HORIZONTAL <br />RE <br />BARHOOK <br />GROUTED BOND BEAM <br />VARIES PER ELEV. <br />Z <br />ILI: <br />a <br />� CLEAN OUT REQUIRED <br />2 FOR INSPECTION <br />• I TIE VERTICAL REBAR <br />TO HORIZONTAL <br />n REBAR W/ 10" HOOK <br />tea_ <br />BAR SIZE 48 BAR DIA <br />Z #3 18" <br />p #4 24" <br />M U #5 30 <br />.6 3s <br />#7 47 <br />HORIZONTALNERTICAL <br />(D-- REINFORCING <br />SCALE: 3/4"=1'-P <br />Z <br />� <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />0 L <br />SPACING REQUIREMENTS <br />mW <br />IL <br />00 y <br />b Z <br />8" CMU WALL <br />m <br />wpS. <br />TOP OF SLAB <br />Z W <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />g > <br />EXT. PORCH S7�N <br />4" CHAMFER (1STORY) <br />1. <br />18" <br />iy O <br />1/2' ISOLAT <br />6" CHAMFER (2STORY) <br />U <br />J0 <br />JOINT(WHERE <br />#4 24" <br />APPLICABLE) <br />MATCH STEEL.. <br />G'PVC CHASE <br />REINFORCEMENT36 <br />PER SCHEDULE <br />„ <br />THRU FOOTING <br />fF/ 42' <br />SEESCHEDULE <br />FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />PVC CHASE <br />THRU FOOTING <br />4 <br />SCALE: 3l4"=,'-0" <br />- ° - TOP OF SLAB <br />6" PVC CHASE THRU FOOTING <br />MATCH STEEL <br />REINFORCEMENT <br />PER SCHEDULE <br />#5 BARS <br />FE1 <br />B� <br />�1 <br />El i, <br />CMU UNIT DIMENSIONS <br />�p ARE NOMINAL SIZES <br />S MASONRY SYMBOLS <br />.' 3 SCALE: 3/4"=1'-0" <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL32750 <br />PH: 407-774.6078 <br />FAX 407-7744078 <br />wwwabUcsign&oup— <br />AA #: 0003325 <br />d <br />S <br />C <br />BLJHDIV. & MT: <br />SILVERADO <br />LOT 6 <br />BLK 19 <br />PROJECT* <br />04128.002 06191 <br />"ODEia <br />4EBB <br />"1828—CALL" <br />GARAGE SIWMG: <br />RIGHT <br />PAGE: <br />DETAILS <br />%j50_,VH EXP. B <br />n <br />TAND A ABOUCK4M <br />AR NO 9V23 <br />DARTE: 04/06/20 <br />SCALE: 1/4"=f-0" <br />S*MET <br />S1.2A <br />