Laserfiche WebLink
TIE VERTICAL REBAR <br />TO HORIZATIONAL <br />REBAR W/td'HOOK <br />GROUTED BOND BEAM <br />TIE VERTICAL REAR <br />JC <br />VARIES PER ELEV. <br />/t <br />Z <br />9 <br />TO HORIZONTAL <br />REBAR HOOK <br />_° <br />_ <br />a <br />_ <br />GROUTED BOND BEAM <br />VARIES PER ELEV. <br />•- <br />Z <br />•- <br />a <br />g <br />^ Ie° •G <br />#5 BARS <br />Q <br />_Q <br />m <br />FED] <br />• <br />m <br />= <br />10" HOOK <br />8" <br />a, <br />a CLEAN OUT REQUIRED <br />- <br />FOR INSPECTION <br />4 <br />m <br />O <br />0'-0" FIN. FUR. <br />O <br />TIE <br />j <br />AL <br />HORIZONTAL <br />TO HORIZONTAL <br />1� <br />Eli <br />REBAR W/ 1d'HOOK <br />�— <br />BAR SIZE 48 BAR DIA. <br />° <br />Z� <br />M OU <br />#3 16, <br />CMU UNIT DIMENSIONS <br />Q ARE NOMINAL SIZES <br />#5 39' <br />#6 36" <br />#7 4T <br />OFFSET METHOD <br />48 <br />CONTINUOUS BAR SIZE BAR DIA. <br />METHOD #4 z4" <br />w/�MASONRY SYMBOLS <br />HORIZONTALVERTICAL <br />HORIZONTALVERTICAL <br />#5 30" <br />3 SCALE: 3l4"=T-0" <br />REINFORCING <br />REINFORCING <br />SCALE: 3/4"=1'-d' <br />�„ <br />#7 47' <br />SCALE: 3/" <br />8"x&' MASONRY COLUMN W/ <br />(2) #5'S ARE DESIGNED TO BE <br />PLACED IN CONTACT WITH <br />THE INSIDE OF THE INTERIOR <br />8 EXTERIOR FACES OF THE <br />❑ © BLOCK AS SHOWNW/#5 <br />m DOWEL IN FOUNDATION. <br />K-,,--'�DOUBLE FILLED CELL <br />A It N I T I G T 8 <br />5 <br />GrouPL". <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />mmabAmigngroup.com <br />AA #: 000332B <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813886.2628 <br />FAX: 813$8B•2802 <br />