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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 />0 REINFORCING OF BOND BEAM <br />SCALE: 3/4"=1'-0" <br />PLACE STEEL <br />REINFORCING (1-2) <br />AS DEPICTED HEREIN. <br />NOTES TO THE INSPECTOR/CONTRACTOR <br />1. PLACE LINTEL ACROSS TOP OF OPENING. <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 />4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) 05 BAR CONTINUOUS AROUND <br />STRUCTURE, A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM <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 />TOP OF THE LINTEL. <br />6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />T IV/ OF F=FILLED W/GROUT <br />�YY WILLED <br />�T .j4�0 NOMINAL <br />WIDTH <br />WIDTH <br /># OF #5'S, IN 2NO BOND <br />BEAM COURSE <br />kl6-lT/11�1/ <br />Q� HEIGHT # OF #5'S, TOP <br />BNOMINA <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE <br />THAT XFXX - iT/1MIOB INDICATES A DOUBLE BOND BEAM <br /># OF #51S, BOTTOM <br />AND XFXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM <br />PLACED IN LINTEL <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX- 1T/1M/014 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />AND XUXX- 1T/0M/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />WINDOW <br />PRE -CAST " 3 1I4" <br />WINDOW Z ..a' <br />SILL <br />SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />4 SCALE: 1 1/2"=V-0" <br />TOP. BEB"xS" <br />�1#5 <br />BOND BEAM <br />1#5 <br />TYR B"x16" fp <br />BOND BEAM <br />1#5 <br />8 <br />8x16 DBL. BOND TOP OF <br />BEAM W/ (1) #6 BAR BOND BEAM <br />EACH COURSE <br />8x8 BOND BEAM <br />TOP OF <br />WI (1)#5BAR <br />BOND BEAM <br />GROUT SOLID FROM — <br />TOP <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 />n <br />8x8 PRE -CAST CONCRETE <br />L SCALE: 3/4"=1'•0" <br />LINTEL, W/O STEEL (Li) REFER <br />TO PLAN FOR LOCATIONS <br />Tl10 <br />1441 N. RONALD REAGAN 8l <br />LONGWOOD, FL 32760 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdoo4gngroup.eom <br />L AA #: 0003325 <br />h <br />tf <br />C <br />om <br />avBDIV. Se LOT: <br />ABBOTT PARK <br />LOT #6 <br />BLK #15 <br />PROJECT# <br />04181.000-06151 <br />MODEL: <br />4EWB <br />"1499-FREEPORT" <br />GARAGE EW MG: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />