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NOTES TO THE INSPECTOR/CONTRACTOR <br />#5 CORNER BAR WI 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR WI 1D" HOOK <br />17. <br />#5 BAR IN <br />CORNER <br />REINFORCING OF BOND BEAM <br />SCALE: 3/4"=1'-D" <br />R <br />O <br />�G <br />T F = FILLED W/ GROUT <br />q\A U=UNFILLED <br />NOMINAL <br />WIDTH <br />16-1 T/1 7 HE 6H�TL—'' <br /># OF #5'S, TOP <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE <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. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />SX8 BOND BEAM <br />W/ (1) #5 BAR <br />GROUT SOLID FROM — <br /># OF #5'S, IN 2ND BOND LINTEL TO TOP OF BOND <br />BEAM COURSE BEAM, IF FILLED LINTEL. <br />THAT XFXX - 1T/7M/08 INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM <br />AND XFXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX- 1T/iM/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />WINDOW <br />PRE -CASTS 3 164" <br />WINDOW i A' <br />SILL <br />SLOPE <br />n <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />4 <br />SCALE: 1 1Y2"=1'-0" <br />8X8 PRE -CAST CONCRETE — <br />LINTEL W/ (1) #5 BAR (L2) <br />LENGTH OF BAR = WIDTH OF <br />OPENING - 2" <br />OR <br />8X8 PRE -CAST CONCRETE <br />LINTEL, W/O STEEL (Lt) REFER <br />TO PLAN FOR LOCATIONS <br />BOND BEAM <br />1#5 <br />TYP. 8'k16"� <br />BOND BEAM •. <br />1#b <br />8 <br />8X16 DBL. BOND _ TOP OF <br />BEAM W/ (1) #5 BAR BOND BEAM <br />EACH COURSE <br />BONG BEAM <br />TOP Fd <br />OF OPENING <br />SEE NOTE 5 <br />MASONRY <br />2 BEAM DESIGNATION <br />SCALE: 3/4"=1'-0" <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />wwwAbd"gngroup.com <br />AA #: 0003325 A <br />C <br />C <br />4 <br />i <br />Q <br />e <br />susDm ac LOT: <br />ABBOTT PARK <br />LOT #2 <br />BLK #10 <br />PRoj=Td1 <br />04181.000-02104 <br />MODEU <br />3EKB <br />"1405-KEYSTONE" <br />GARAGE 8WING: <br />LEFT <br />PAGR: <br />DETAILS <br />160 MPH EXP. C <br />3 Vu <br />a <br />NO <br />Dw� 05/12/20 <br />SCALE: 1/4"=1'-0" <br />a*== <br />S2.1A <br />