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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10' HOOK <br />30" TYPICAL <br />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />SCALE: 3/4"=1'-0" <br />PLACE STEEL <br />REINFORCING (L2) <br />AS DEPICTED HEREIN. <br />NOTES TO THE INSPECTOR/CONTRACTOR <br />1. PLACE LINTEL ACROSS TOP OF OPENING. <br />TYR Wxa' <br />BOND BEAM 1iR5 <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />HEIGHT. <br />JIB <br />4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST <br />1#5 <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. <br />TYP. BN16' r <br />5, SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM <br />BOND BEAM •' <br />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 <br />1#5 <br />TOP OF THE LINTEL <br />6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. <br />T I Fv- F=FILLED W/GROUT <br />I � O U =UNFILLED <br />NOMINAL <br />WIDTH # OF #5'S, IN BOND <br />BEAM COURSEE <br />NOMINAL- -� 6-1 T/1 M/ B <br />HEIGHT #OF#5'S, TOP <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE <br />THAT XFXX-iT/1M/08INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM <br />AND XFXX - 1T/OM/0B INDICATES A SINGLE BOND BEAM PLACED IN LINTEL <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX - 1T/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />AND XUXX - 1T/OM/DB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />WINDOW <br />PRE -CAST 13114' <br />WINDOW <br />SILL Z <br />= SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />4 SCALE: 1 1/2'=1'-0' <br />BX16 DEL. BOND TOP OF <br />BEAM W/(1)#5 BAR .r' BOND BEAM <br />EACH COURSE <br />BX8 BOND BEAM <br />TOP OF <br />W/(1)#5 BAR <br />BOND BEAM <br />GROUT SOLID FROM <br />P <br />LINTEL TO TOP OF BOND <br />OF OPENING <br />BEAM, IF FILLED LINTEL <br />SEE NOTE 5 <br />8X8 PRE -CAST CONCRETE <br />LINTEL W/ (1) #5 BAR (L2) <br />LENGTH OF BAR = WIDTH OF <br />MASONRY <br />OPENING-2' <br />BEAM DESIGNATION <br />OR <br />BX8 PRE -CAST CONCRETE <br />LINTEL, W/O STEEL (L1) REFER <br />TO PLAN FOR LOCATIONS <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407.774.6078 <br />FAK 407.7744078 <br />www.a bdesigngrou p.com <br />L AA #: 0003325 <br />F <br />f <br />Pa <br />aunDiv. as LOT: <br />ABBOTT PARK <br />LOT# 31 <br />BLK. 7 <br />PROJECT <br />04181.00 —31071 <br />MODEL: <br />4EWB <br />"1499—FREEPORr <br />GARAGE 8WMG: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH XP. C <br />6/14/21 <br />SCALE: 1/4"=1'-0" <br />8*1ZET <br />S2.1A <br />