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#5 CORNER BAR W/ 30' LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ tO' HOOK <br />30" TYPICAL <br />#5 BAR IN BOND BEAM <br />CORNERIS <br />REINFORCING OF BOND BEAM <br />1 SCALE: 3/4'c1'-0' <br />NOTES TO THE INSPECTOR/CONTRACTOR TYRWX6' <br />1. PLACE LINTEL ACROSS TOP OF OPENING. SON. BEAM m 1#5 <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />3. * <br />PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />\,\\� PLACE STEEL HEIGHT. <br />�OF REINFORCING (L2) 4, THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />NG AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. B'x16' <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />OJ COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1M`' <br />/ TOP OF THE LINTEL. <br />/ � PgO 6. LINO COMPOSITE MASONRY BEAM. IS TO BE NOT LESS THAN 16' DEEP. <br />Bz16 DEL. BOND TOP OF <br />2 QP� BEAM W/ (1) #5 BAR BOND BEAM <br />\O� EACH COURSE <br />• 6 <br />• �OQ�G�\� W/6(1 #6 BAR BOND M .ti: BOND BEAM <br />F = FILLED WI GROUT <br />I .�\a0 U =UNFILLED GROUT SOLID FROM TOP <br />.tAa NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. <br />BEAM COURSE SEE NOTE 5 <br />LINTEL W/ (1) #5 BAR (L2) <br />6-1 T/1 B 8z8 PRE-CASTCONCRETENOMINAkl <br />PQ HEIGHT # OF #5'S, TOP LENGTH OF BAR = WIDTH OF MASONRY <br />0 OPENING - 2' <br />IT ISTHI9 ENGINEERS INTENT BOND BEAM COURSE OR ,Z BEAM DESIGNATION <br />THAT XFXX- IT/IM/OB INDICATESADOUBLE BONDBEAM #OF#5'B, BOTTOM 8u8 PRE -CAST CONCRETE SCALE:34'=1'-0' <br />AND XFXX- ITONOB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX-1T/1MMS INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS P <br />LINTEL OF OPENING <br />AND XUXX-1T/OMMB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />WINDOW <br />PRE -CAST 'a 1W <br />WINDOW <br />'SLOPE <br />SILL Z <br />i <br />lit <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />4 SCALE: 1 1/2'=1'-0' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD,FL32750 <br />PH: 407-1744078 <br />FAX 407-7744078 <br />www.abd•signgroup.com <br />AA M: 0003325 A <br />T <br />r�r <br />:pp <br />aVSDIV ee LOT. <br />ABBOTT PARK <br />LOT #7 <br />BLK #11 <br />PROJECT7/ <br />04181.000-07111 <br />MODEIa <br />4EWB <br />"1499-FREEPORT" <br />GARAGE OWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />