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#5 CORNER BAR WI30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10" HOOK <br />Ali" <br />30"TYPICAL <br />BAR IN BOND BEAM <br />OF BOND BEAM <br />3/4"=1'-0' <br />NOTES TO THE INSPECTOR/CONTRACTOR TYR S"XB" <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM m �-1#5 <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 'k— <br />rCE\' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />\, PLACE STEEL HEIGHT. <br />OF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1)#5 BAR CONTINUOUS AROUND <br />aG 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. V'AI 'S. SHOULD THE <br />COURSE OF BOND BRLE EAM IS OMIND TTED D AND A LINTEL S PLACED. THE STEEL COINCIDE WITH A LINTEL THE OM BOND BEAM <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 <br />9 <br />TOP OF THE LINTEL. 8" <br />6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP, <br />/ „y�i F�P� BX16 OBL. BOND TOP OF <br />wQBEAM W/ (1) #5 BAR BOND BEAM <br />•\O� EACH COURSE <br />G 8x8 BOND BEAM TOP OF <br />• ��'.N\� W/ (1) #5 BARIBOND BEAM <br />F = FILLED W/ GROUT <br />I \AU =UNFILLED GROUT SOLID FROMT PNOMINAL LINTEL TO TOP OF BOOFOPENING <br />WIDTH # OF 05'S, IN 2ND BONDBEAM, IF FILLED LINTBEAM COURSE#5 SEE NOTE 5 <br />p16T/1 M/ B8x8 PRE -CAST CONCRNOMINAL—�'� ENGTH OFIBAR -WI <br />LINTEL W/ MASONRY <br />HEIGHT # OF #5'S, TOPCORNER BOND BEAM COURSE OPENING-2"BEAM DESIGNATION <br />ITISTHISENGINEER'SINTEDf, ORREINFORCING <br />THAT XFXX -,TI MPoB INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRAND XFXX- IT/0M/0B INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (LIT IS THIS ENGINEER'S INTENTSCALE: <br />TO PLAN FOR LOCATITO <br />AND XUXX - 1T/i M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL OF OPENING <br />AND XUXX-,TNM/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEAOER(MIN) <br />20 (MIN 2 X 3)1-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />K SIZE.145 MIN HE <br />WINDOW <br />5�300 MIN EMB DMENT i <br />114") 8" FROM EACH END AND <br />18" O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />_ <br />2-3116 ON <br />)(MIN <br />PRECAST °a 1!S <br />OR DRIVE PIN SHANK <br />WINDOW <br />SIZE.146 MIN HEAD SIZE .300 <br />SILL <br />MIN EMBEDMENT 1 1/4") B" <br />SLOPE <br />FROM EACH END AND 18" <br />O.C. MAX. MIN 1-1/4" <br />m <br />EMBEDMENT <br />2x8 (MIN 2 X 3) 23/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZEA 45 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 ZX4 SOLID BLOCKING <br />1/4") 8" FROM EACH ENO AND SECURE TO SHEATHING Wl <br />/OSB <br />10" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. ENO <br />VCMUWALL <br />EMBEDMENT <br />T/iHEATHING <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />ARCHWAY FRAMING DETAIL <br />SCALE: 3/4"=1'-0" <br />14" N. RONALD REAGAN 8L <br />LONGWOOD, FL32750 <br />PH: 407-77443078 <br />FAk 407-774-4078 <br />www.abdoslgngroup.com <br />L AA #: 0003325 <br />x <br />O <br />LL <br />O <br />4 <br />auDI) ae I.OT <br />ABBOTT PARK <br />LOT #22 <br />BLK #8 <br />PROJECT <br />04181.000 22081 <br />>t " <br />1408" <br />"DAKOTA" <br />GAiewaE DWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />