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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.8'x6" <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM f° 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 />O REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />�G 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"x16" to <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THEOM BOND BEAM <br />COURSE OF BOND BEAM IS OMITTEDEIS AND A LINTEL PLACED. THE STEEL <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />TOP OF THE LINTEL.. <br />/ �,\ `Q 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP.' 8 <br />9 8xl6 DBL. BOND TOP OF <br />,��•� 0?� BEAM W/(i)#S BAR BOND BE <br />N\O EACH COURSE <br />• p 8x8 BOND BEAM TOP OF <br />.*; BOND BEAM <br />F = FILLED W/ GROUT <br />• pQ�G�\\� W/ (1) #5 BARIND <br />'(\Ap U WILLED GROUT SOLID FRTOP <br />.Tl\� NOMINAL LINTEL TO TOP OOF OPENING <br />WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED BEAM COURSE#5 SEE NOTE 5 <br />16-1 T/1 8x8 PRECAST CLINTEL O(1)#5MASONRY <br />NOMINAL—iceHEIGHT # OF #5'S, TOP LENGTH -BAR FCORNER OPENING-2" <br />ITIS THIS ENGINEER'S INTENT BOND BEAM COURSE OR2BEAM DESIGNATION <br />THAT XFXX-1T/1M/O8 INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRECAST CSCALE: 3/4"=l'-0"AND XFXX - iT/OM/08 INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEFERIT IS THIS ENGINEER'S INTENTAND XUXX- 1T/IM/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOTOP <br />LINTEL OF OPENING <br />AND XUXX- 1T/OM/08 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />DBL. BOND BEAM <br />AT HIGHER ELEVATION <br />2x4 (MIN 2 X 3) 1-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />DBL. BOND BEAM <br />SHANK SIZE.145 MIN HEAD <br />AT LOWER ELEVATION <br />WINDOW <br />1S/4") 83 FROM EACH END AND <br />MIN 1-1/4" <br />#5 BAR BENT <br />ASSHOWN <br />EMBEDMENT <br />2x6 (MIN 2 X 3) 2-3/16 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />.314' <br />PRE -CAST 1 n <br />SIZE.145 MIN HEAD SIZE .300 <br />WINDOW <br />MIN EMBEDMENT 1 1/4")8" <br />7p. ,LSo <br />SILL <br />FROM EACH END AND 18" <br />- SLOPE <br />O.C. MAX. MIN 1-1/4" <br />o <br />EMBEDMENT <br />OPEN FACE SHELL SO <br />2x8 (MIN 2 X 3) 2-3/16 <br />AS TO ALLOW BENT <br />TAPCON OR DRIVE PIN (MIN <br />BAR TO BE PLACED IN <br />SHANK SIZE.145 MIN HEAD <br />UPPER AND LOWER <br />0 MIN EMBEDMENT2X4 SOLID BLOCKING <br />EB <br />SIZ#5 <br />BOND BEAM MIN. REQUIRED IN <br />i1/4" FROM EACH END AND SECURE TO SHEATHING W/ <br />EACH CELL HOOKED IN <br />18" O.C. MAX. MIN t-1/4" MIN. 2-12d PER BILK. EA. END <br />TOP BOND BEAM W/ <br />EMBEDMENT <br />STANDARD ACI HOOK <br />7/16" OSB SHEATHING <br />CORNER BARS <br />TYPICAL MASONRY WINDOW <br />CMU WALL <br />AT CORNER STEP <br />SILL CONSTRUCTION <br />ARCHWAY FRAMING DETAIL <br />/��\� <br />PROVIDE 3" DIA. HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />s I <br />I <br />SINGLE #5 CORNER <br />A I <br />BAR, 30x30 TURNED UP <br />FIILTURNED DOWN INTO OF <br />FLED CELL BOND. BEAM <br />9 <br />II I II / <br />I�G <br />(� <br />8x8 CMU PIER <br />W/ SINGLE OR DOUBLE REINF. BAR(S), <br />PROVIDE #5 BAR <br />SEE PLAN. <br />II / <br />AT EACH SIDE <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 <br />5CAL :3/4"=1'-0" <br />� SINGLE LINTEL, MULTIPLE OPENINGS <br />O SCALE: 3/4"=V-0" <br />1441 N. RONALD REAGAN BI <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdos)gngrouP•com <br />L AA #: 0003325 <br />' <br />M <br />w <br />Z <br />Z: <br />J <br />Iy <br />O <br />4n <br />l <br />0 <br />x <br />stmDIR & LOT: <br />SILVERADO <br />LOT #44 <br />BLK #18 <br />PROJECT <br />04128.001-44181 <br />MODRU <br />4EAB <br />"1672-ARIA" <br />GARAGE evnro: <br />RIGHT <br />PARE: <br />DETAILS <br />150 MPH EXP. B <br />. 3.1 <br />DRmT <br />A=: 07/27/ 00 <br />SCALE: 1/4"=V-0" <br />l *== <br />S2.1A <br />