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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 1D" <br />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />SCALE: 3/4"=1'-0" <br />V� <br />NG��OF <br />JET050 <br />O <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 />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) #5 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 />F=FILLED W/GROUT <br />U = UNFILLED <br />NOMINAL <br /># OF #5'S, IN 2ND BOND <br />WIDTH <br />BEAM COURSE <br />6-1T/1B <br />�/c <br />� <br />NOM„ <br />HEIGHT <br />HT # OF #VS, TOP <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE <br />THAT XF)O(- 1T/110/08 INDICATES A DOUBLE BOND BEAM <br /># OF #5'S, BOTTOM <br />AND XFXX- 1T/OMPoB INDICATES A SINGLE BOND BEAM <br />PLACED IN LINTEL <br />IT IS THIS ENGINEER'S INTENT <br />AND XU)AX- 1T/1M/08 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />AND XUXX- IT/OM/08 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />WINDOW <br />PRE -CAST .•31/4" <br />WINDOW i a. <br />SILL <br />SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />4 SCALE: 1 1l2°=1'-0" <br />TYR lff <br />BOND BE <br />BOND BEAM <br />1#5 <br />TYR B"X16" <br />ro <br />BOND BEAM <br />— <br />.'; <br />1#5 <br />L e <br />OX16 DBL. BOND TOP OF <br />BEAM W/ (1) #5 BAR BOND BEAM <br />EACH COURSE <br />BX8 BOND BEAM <br />TOp OF <br />W/ (1)#5 BARJ(L2) <br />.*: BOND BEAM <br />GROUT SOLID FRTOP <br />LINTEL TO TOP OOF <br />OPENING <br />BEAM, IF FILLED <br />SEE NOTE 5 <br />BX8 PRE -CAST C <br />LINTEL W/ (1) #5 <br />LENGTH OF BAR OFORE"'NG-2"BEAM <br />MASONRY <br />DESIGNATION <br />oRBX8 <br />PRE -CAST C <br />SCALE: 3/4"=V-0" <br />LINTEL, WIO STEEFERTO <br />PLAN FOR LO <br />mo .. <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 327W <br />PH: 407-7746078 <br />FAX: 407-774.4078 <br />www.abdoeigngroup.com <br />L AA #: 0003326 A <br />y <br />* <br />Ilk <br />uu <br />i <br />$a <br />QI� <br />a <br />StTBDIV & LOT: <br />SILVERADO <br />LOT #36 <br />BLK #18 <br />PROJECT <br />04128. 0—36181 <br />MODELa <br />4EWB <br />"1499—FREEPORT" <br />GARAGE STRING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />wm <br />DA 08/09/20 <br />BCALE: 1/4"=1'-0" <br />BfmET <br />S2.1A <br />