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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 />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />SCALE: 3l4"=1'-0" <br />NOTES TO THE INSPECTOR/CONTRACTOR TYR Rke" <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM �O 1#5 <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. no <br />3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING 8" 4 <br />PLACE STEEL HEIGHT. <br />�0 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 8"x16" ' <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />O / / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 1t� <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />/ A TOP OF THE LINTEL. <br />p,Yc9, �\ �O 6. LIND COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. ' 8 <br />BOND BEAM <br />EACH COURSE <br />'s\rl0 8x8 BOND BEAM TOP OF <br />BEAM W/ (1) #5:091 <br />�OYv W/(1)#5 BAR -ti. BOND BEAM <br />F =FILLED WI GROUT <br />I .�\O U = UNFILLED GROUT SOLID FROM PNOMINAL LINTEL TO TOP OF BOND OPENING <br />WIDTH #OF C0 IN E BOND BEAM IF FILLED LINTEL. <br />BEAM COURSE <br />��/ /� p SEE NOTE 5 <br />,�ac� �`\� 16-1 T/ 1 1 Y 1/ p 8x8 PRE -CAST CONCRETE <br />p� 1p NOMINAL—�� LINTELW!(1BAR= WIDTH <br />Q� HEIGHT #OF#5'S, TOP LENGTH - BAR=WIDTH OF MASONRY <br />IT STHISENGINEER•SINTENT BOND BEAM COURSE OORRENING-2 I BEAM DESIGNATION <br />THATXFXX-1T11M/OB INDICATESA DOUBLE BOLO BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRETE <br />AND XFXX-1T/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(LI) REFER <br />IT IS THIS ENGINEERS INTENT <br />AND XUXX- iT/iM/08 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS TOP <br />LINTEL OF OPENING <br />AND XUXX - 1T/0M/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED UNTEL <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3)1-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />WINDOW <br />SIZE .300 MIN EMBEDMENT 1 <br />1/4") 8' FROM EACH END AND <br />18" O.C. MAX. MIN 1-114" <br />EMBEDMENT <br />2x6 (MIN 2 X 3) 23ry6 TAPCON <br />PRE -CAST 'a 1/M1' <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SIZE.145 MIN HEAD SIZE .300 <br />SILL <br />MIN EMBEDMENT 1 1/4') 8" <br />- SLOPE <br />FROM EACH END AND 18" <br />O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />2x8 (MIN 2 X 3) 2-3116 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE, 145 MIN HEAD <br />X4 SOLID BLOCKING <br />SIZE .300 MIN EMBEDMENT 117116'OSB <br />1/4' 8" FROM EACH END ANDE TO SHEATHING Wl <br />18" O.C. MAX. MIN 1-1/4"d PER BLK. EA END <br />EMBEDMENT <br />SHEATHING <br />TYPICAL MASONRY WINDOW <br />LL <br />SILL CONSTRUCTION <br />4 scALE:, v2"=r-0" <br />ARCHWAY FRAMING DETAILS <br />5 <br />SCALE: 3l4" =1'-0" <br />r <br />SINGLE #5 CORNER <br />BAR, 30x30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />PROVIDE #5 BAR <br />AT EACH SIDE <br />STEEL REINF. OF OF ELEVATION <br />BOND.BEAM CHANGE <br />CHANGEIN <br />� � ELEVATION OF BOND BEAM <br />T SCALE: 3/� 4"=1-0" <br />& N. RONALD REAGAN EL <br />LONGWOOD, FL32750 <br />PH: 407-7748078 <br />FAX 407-7744078 <br />www.abdealgngroup.eom <br />AA #: 0003326 <br />FF� <br />Y <br />� <br />^p� <br />C <br />6 <br />V <br />O <br />Nk <br />stmDzv. ae L07 <br />ABBOTT PARK <br />LOT #3 <br />BLK #11 <br />P1tOJECT# <br />04181.000-03111 <br />MODEU <br />4EBB <br />"1828—CALI" <br />CAP -ACE 81rMCi: <br />LEFT <br />PACE: <br />DETAILS <br />160 MPH E)RC <br />