Laserfiche WebLink
MrAft <br />TIE VERTICAL REBAR <br />TIE HORIZONTAL <br />REBAR W/ 10' HOOK <br />GROUTED BOND BEAM <br />VARIES PER ELEV. <br />Z d <br />; .° ^ ' <br />.. •.. <br />1441 N. RONALD REAGAN BLVD. <br />LOPH:407-774-6078� <br />• °:. <br />FAX 407-7744078 <br />www.abdesigngroup.00m <br />"I. •° <br />d5 BARS <br />AA M: 0003326 <br />E <br />S" <br />g <br />a <br />0 <br />CLEAN OUT REQUIRED <br />S <br />FOR INSPECTIONcr <br />wl <br />ail <br />O <br />0'-0- FIN. FLR. <br />-� <br />TIE ERTICAL REBAR <br />TOHORIZONTAL <br />c <br />El <br />REBAR W/t0'HOOK <br />b <br />4 <br />NJ <br />BAR SIZE1 48 BAR DIA�c <br />Z R3 18' CMU UNIT DIMENSIONS <br />i O 44 24` Q ARE NOMINAL SIZES <br />U #6 30' <br />R7 42' Oe3 MASONRY SYMBOLS <br />HORIZONTAUVERTICAL �' SCALE: 3/4'=V-0" +r+ <br />%,� REINFORCING ut <br />Q <br />Z CSTEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />�L SPACING REQUIREMENTS <br />1WE <br />4o <br />¢O (A Z 8' CMU WALL <br />TOP OF SLAB TOP OF S <br />SEE S * SCHEDULE w <br />_ BAR SIZE 48 BAR DIA. > ° e <br />Wt 1 PORCH SLAB 4- CHAMFER (1-STORK 18, O .a ° <br />JOINT <br />NT ISOLATION 6' CHAMFER (2-STORY) ) <br />JOINT'AB p4 24' <br />APPLICABLE) Z MATCH STEEL p5 30' <br />6' PVC CHASE REINFORCEMENT <br />PER SCHEDULE 38` a, PVC CHASE THRU FOOTING <br />suminv a. xZ M <br />ABBOTT PARK <br />LOT #33 <br />BLK # 12 <br />P1tO" <br />04181,00t33121 <br />MDD=- <br />4EAB <br />"1672— ARIA" <br />GARAOD OWD90: <br />RIGHT <br />PAGO <br />DETAILS <br />160 MPH EXP. C <br />THRU FOOTING c R7 42' <br />MATCH STEEL <br />SEE SCHEDULE REINFORCEMENT <br />FOR WxD, BAR SIZE PER SCHEDULE <br />AND BAR QUANTITY PVC CHASE n <br />4 THRU FOOTING N <br />SCALE: 3/4"=i'-0' <br />22 <br />AR NO <br />DATM01/19/21 <br />SCAM 1/4'=1'-0' <br />MEN= <br />S1.2A <br />