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IF <br />#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 1U' HOOK <br />30 TYPICAL <br />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />1 <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP.VNIT' <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />�e <br />3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARINGPLACE STEEL HEIGHT <br />�0F REINFORCING (1_2) 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 A #5 BAR IN EACH COURSE. TYP. 8'kt6" <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 1#5 <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />TOP OF THE LINTEL. <br />9 �\x 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />PO � FE 806 DBL. BOND TOP O <br />BEAM W/ (1) M5 BAR BOND BEAM <br />• ��0� 0 EACH COURSE <br />G Bx8 BOND BEAM T <br />• OQF.�VI� W!(1)#S BAR <br />F =FILLED W/ GROUT <br />5�NO U =UNFILLED GROUT SOLID FROMTOP <br />f1�0 NOMINAL LINTEL TO TOP OF BOOF OPENING <br />WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINT <br />BEAM COURSE <br />��//// /�- p SEE NOTE 5 <br />A l6��00 16-1 T/11Y1/ P 8x8 PRE -CAST CONCR <br />NOMINAL �� LENGTH OF'BAR WIMASONRY <br />Q HEIGHT # OF #5'S, TOP <br />$ OPENING-2 <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR BEAM DESIGNATION <br />THATXFXX-1T/i MIDB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRSCALE: <br />AND XFXX-1TIO WB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (LIT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIANDXUXX-1T/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL OF OPENING <br />AND XUXX - iT,DM/00 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3)1-3/16 <br />SINGLE BOND BEAM <br />TAPCON OR DRIVE PIN (MIN <br />AT HIGHER ELEVATION <br />SHANK SIZE.145 MIN HEAD <br />WINDOW <br />SIZE .300 MIN EMBEDMENT 1 <br />SINGLE BOND BEAM <br />1/4") 6" FROM EACH END AND <br />AT LOWER ELEVATION <br />18' O.C. MAX. MIN <br />EMBEDMENT <br /># 5 BAR BENT <br />AS SHOWN <br />2x8 (MIN 2 X 3) 2-3/16 TAPCON <br />PRE AST 'a '� <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SIZE.145 MIN HEAD SIZE .300 <br />SILL X. <br />MIN EMBEDMENT 1 1l4") 8" <br />a SLOPE <br />FROM EACH END AND 16' <br />7 <br />O.C. MAX. MIN 1-1/4" <br />0 " `$o <br />n <br />EMBEDMENT <br />b <br />2x8 (MIN 2X3) 2-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />OPEN FACE SHELL SO <br />SHANK SIZE.145 MIN HEAD <br />AS TO ALLOW BENT <br />SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING <br />BAR TO BE PLACED IN <br />1W) 8" FROM EACH END AND SECURE TO SHEATHING W/ <br />/7116'OSB <br />UPPER AND LOWER <br />#5 MIN. REQUIRED IN <br />18' O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA END <br />VCMU <br />BOND BEAM <br />EACH CELL HOOKED IN <br />EMBEDMENT <br />TOP BOND BEAM W/ <br />SHEATHING <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />WALL <br />i1 SILL CONSTRUCTION <br />CORNER BARS <br />ARCHWAY FRAMING DETAIL <br />AT CORNER STEP <br />C <br />S SCALE: 34"=1' U' <br />8 <br />SCALE: 3l4"=1'-U' <br />4 <br />PROVIDE 3" DIA. HOLE IN <br />LINTEL $O THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL <br />I <br />s I <br />I <br />SINGLES CORNER I <br />BAR, 30x30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />II <br />XENSU <br />R <br />PROVIDE #5 BAR <br />R DOUBLE REINF. BAR(S),AT <br />EACH SIDE <br />STEEL REINF. OF OF ELEVATION <br />RE THAT PIER GROUTS BENEATH <br />BOND. BEAM CHANGE <br />LINTEL <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />7 <br />SCALE: 3/4"=1'-lY' <br />%� SINGLE LINTEL, MULTIPLE OPENINGS <br />0 SCALE: 3/4"=1'-lY' <br />A I C N I T I C T 8 <br />6 <br />Group! <br />41 N. RONALD REAGAN BL\ <br />LONGWOOD, FL 32750 <br />PH: 407-774.60TS <br />FAX: 407-7744078 <br />wwwAbdesigngroup.com <br />AA #: 0003325 <br />dU33DIV. Qc LOT <br />SILVERADO <br />LOT #2 <br />BLK #16 <br />PROJECT# <br />03719.001-02161 <br />WODEL• <br />"2558-HAITHORNE" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH B <br />