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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 />BAR IN BOND BEAM <br />REINFORCING OF BOND BEAM <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP Bk6' �1*5 <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL <br />3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING #-E4 <br />PLACE STEEL HEIGHT. <br />�OF\�\� 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 A #5 BAR IN EACH COURSE. TYR Bk16' <br />QA 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 9-1. <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />TOP OF THE LINTEL. <br />A \a. 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. <br />/ / P�5 ��O BX16 DBL. BOND TOP OF <br />BEAM W/(1)#5 BAR BONDSEAM <br />EACH COURSE <br />G T 1 OF <br />• OQ\� W/ (1) A5 BAR`; BOND BEANam <br />F = FILLED W/ GROUT <br />• 8X8 BOND BEAMTBOND <br />I .�U =UNFILLED GROUT SOLID FRNOMINAL LINTEL TO TOP OOF OPENING <br />WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED BEAM COURSE#5 SEE NOTE 5 <br />"O\`'16-1T/1 8X8PRE-CAST Cp$ FNOMINAL--�� LINTEL W/(,)#S Ql HEIGHT #OFA15'S,TOP LENGTH OF BAR OF MASONRY <br />Q OPENING - 2'CORNER IT IS THIS ENGINEER'SINTENT BOND BEAM COURSE OR%,�BEAM DESIGNATION <br />THAT XFXX-1T/1M OB INOICATESADOUBLE BOND BEAM #OF #5'S, BOTTOM 8x8 PRECAST Cl` `AND XFXX-1TIVIVIM INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEFERITIS THIS ENGINEERS INTENT 7�AND XUXX- iTMMIDB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LO <br />LINTEL OF OPENING <br />AND XUXX-1T/OM/OB 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, <br />SINGLE BOND BEAM <br />114") B" FROM EACH END AND <br />AT LOWER ELEVATION <br />16' O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />#5 BAR BENT <br />AS SHOWN <br />2X6 (MIN 2 X 3) 2-3/16 TAPCON <br />PRE -CAST ,AS <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SIZE.145 MIN HEAD SIZE .300 <br />SILL i <br />MIN EMBEDMENT 1 1l4") S' <br />c SLOPE <br />FROM EACH END AND 18" <br />OC. MAX. MIN 1-114" <br />EMBE <br />EMBEDMENT <br />2X8 (MIN 2X 3)2-W16 <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 />1/4")I.. FROM EACH END AND SECURE TO SHEATHING W/ <br />/7116'OSB <br />UPPER AND LOWER <br />#5 MIN. REQUIRED IN <br />16' O.C. MAX. MIN 1-1/4" MIN. 2-12tl PER BLK EA END <br />VCMUWALL <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 />%1 SILL CONSTRUCTION <br />CORNER BARS <br />ARCHWAY FRAMING DETAIL <br />AT CORNER STEP <br />scALE:3a"=r-a <br />3 <br />SCALE: <br />PROVIDE 3" DIA. HOLE IN <br />LINTEL SO THAT VERT, <br />REINF. BAR CONTINUES <br />THROUGH LINTEL <br />> I <br />SINGLE #5 CORNER <br />BAR, 30X30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />9 Y� <br />II I II <br />8x8 CMU PIER <br />PROVIDE #5 BAR <br />W/ SINGLE OR DOUBLE REINF. SARIS), <br />AT EACH SIDE <br />SEE PLAN. <br />(I / <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 />7 SCALE: <br />374"=1'-0" <br />�1 SINGLE LINTEL, MULTIPLE OPENINGS <br />V SCALE: 3/4"=1'-0" <br />A N C N I T! O T 8 <br />Groin. <br />1441 N. RONALD <br />REGAN <br />BLVD. <br />LONGWOOD, F32750 <br />P407678 <br />FAX 40778 <br />wwwAbdoeoup.cm <br />6AA#: s <br />�y <br />N <br />G <br />�y <br />CR <br />1 <br />w <br />A <br />BUDDM & LOT <br />SILVERADO <br />LOT #17 <br />BLK. #14 <br />PRO "' <br />03719.00t-17141 <br />MODZU <br />"2558-HAWTHORNEB <br />GA> AQZ BWO90: <br />RIGHT <br />PACM: <br />DETAILS <br />150 MPH IV. B <br />