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#5 CORNER BAR W/ 36' LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ ID'HOOK <br />30" TYPICAL <br />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />1 SCALE: 3/4"=1'-0" <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP &'X8' <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM °D 1#5 <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />�pF REINFORCING (L2) 4, THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />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 Af15 BAR IN EACH COURSE. TYR Slog, 'gyp <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />p`)e' COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL <br />/ / 1#5 <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />TOP OF THE LINTEL. I- <br />/ / Il �\C\• Q 6. LINO COMPOSITE MASONRY BEAM i5 TO BE NOT LESS THAN 16" DEEP. <br />/ P�5- � BX16 DBL BOND TOP <br />/ ��•�' 0e�� BEAM W/(1)iRS BAR BOND�BEAM <br />•\Q EACH COURSE <br />G 8X8 BOND BEAM TOP OF <br />• e.�\N W/ (1) #5 BAR BOND BEAM <br />i F = FILLED W/ GROUT �� <br />I \\Ap U = UNFILLED GROUT SOLID FROM TOP <br />�N\Q 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 />\� �Q 16-1 T/ 1 �/c v 8X8 PRE -CAST CONCRETE <br />8 E� LINTEL W/ (1) #5 BAR (1.2) <br />EF NOMINAL —ice LENGTH OF BAR =WIDTH OF MASONRY <br />eFL HEIGHT #OF#5'S,TOP <br />IT I0 OPENING-2 <br />S THIS ENGINEER'6INTENTBOND BEAM COURSE OR BEAM DESIGNATION <br />THAT XFXX- 1TH MNB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8X8 PRE -CAST CONCRETE <br />AND XFXX-1TIOMAB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER <br />IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS <br />AND XUXX-1TllMNB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED T <br />UNTEL OF OPENING <br />AND XUXX - IT/OM/OS INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />SINGLE BOND BEAM <br />AT HIGHER ELEVATION <br />WINDOW <br />SINGLE BOND BEAM <br />AT LOWER ELEVATION <br />#5 BAR BENT <br />ASSHOWN.31[4" <br />PRE-CAST.a <br />WINDOW i <br />SILL <br />a SLOPE <br />OPEN FACE SHELL SO <br />AS TO ALLOW BENT <br />BAR TO BE PLACED IN <br />UPPER AND LOWER #6 MIN. REQUIRED IN <br />BOND BEAM EACH CELL HOOKED IN <br />TOP BOND BEAM W/ <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />CORNER BARS <br />SILL CONSTRUCTION <br />AT CORNER STEP <br />PROVIDE 3" DIA. HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL <br />I <br />s I <br />— <br />I <br />SINGLE #5 CORNER I <br />BAR, 3OX30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />8X8 CMU PIER <br />PROVIDE #6 BAR <br />W/ SINGLE OR DOUBLE REINF. SARIS), <br />AT EACH SIDE <br />SEE PLAN. <br />STEEL REINF. OF OF ELEVATION <br />ENSURE THAT PIER GROUTS BENEATH <br />BOND. BEAM CHANGE <br />LINTEL. <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />6 <br />SCALE: 3l4'=1'-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD,FL32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />L AA #: 0003326 A <br />19 <br />aUDDLV. a• LOOT: <br />ABBOTT PARK <br />LOT #29 <br />BLK #11 <br />PROJL'CT# <br />04181.000-29111 <br />MODELa <br />"AISLE" <br />2007 <br />GARAOR 8WDf0: <br />RIGHT <br />PAGZ: <br />DETAILS <br />60 MPH EXP. <br />