Laserfiche WebLink
TIE VERTICAL REBAR FA RON ITICT114 <br />0 HORI��TIONAL <br />[�EBAR "." HOOK <br />A REBAR GROUTED BOND BEA. VARIES PER ELEV, <br />TE VE T' AL R A' <br />To HORIZONTAL <br />E.- -"�' -.I' <br />r�.R.URTECI .. ECBSEA. <br />I J'�. <br />,J, VARIES PER ELEV.- <br />1.441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />FAX: 407-774-4078 <br />www.abdoeigngroup.com <br />AA#:0003325 <br />#5 BAIRS <br />DRAFTING BY. <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />�111'HOOK SUITE 1004 ]BLVD <br />5439 BEAUMONT CENTER BLVD. <br />0, TAMPA, FLORIDA 33634 <br />41 PHI <br />: 8%86-.2628 <br />FAX 62802 <br />-7" <br />i 4 <br />i 4 <br />N OUT REQUIRED <br />Ix FOR NSPECTION <br />g I ]�- 15 <br />lx <br />0 <br />0`0 FIN FLR- <br />TlEtRTICALIREBAR <br />_4 <br />TO HORIZONTAL <br />REBAR W] 1G'HOOK <br />JJ... El <br />BAR SIZE 48 BAR DIA <br />Z (X #3 181, <br />Lu <br />> #4 CMU UNIT DIMENSIONS <br />0 ARE NOMINAL SIZES <br />0 #5 <br />#6 OFFSET METHOD CONTINUOUS FBAR'-'- F� <br />#3 181, <br />HORIZONTALNERTICAL #7 METHOD #4 24" 3 MASONRY SYMBOLS <br />HORIZONTALNERTICAL #5 30" SCALE: 314�1'4' <br />?RCING 36' a 4 <br />#7 42- <br />&'�O'MASONRY COLUMN W/ <br />(2) #5S ARE DESIGNED TO BE <br />PLACED IN CONTACT WITH <br />THE INSIDE OF THE INTERIOR <br />IV <br />Cal& EXTERIOR FACES OF THE <br />BLOCK AS SHOWN W/ #5 <br />b DOWEL IN FOUNDATION. <br />XTEDrV. X,01n <br />SILVEIt DO <br />,/�DOUBLE FILLED CELL LOT #5 <br />BLK #10 <br />3p3mojzcTio <br />103719.000-051021 <br />MODEU <br />2368-D <br />CIARAGE BYrING. <br />LEFT <br />PAGE: <br />DETAILS <br />1"H <br />I"PaDIT <br />DATE: 06/09/21 <br />911CALS: 1/4"=l*—O" <br />811EET <br />S1. 2A <br />