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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10' HOOK�Q <br />30" TYPICAL <br />#5 BAR IN BOND BEAM <br />CORNER <br />&REEEl!NNFORCING OF BOND BEAM <br />SCALE: 3/4"=1'-0" <br />NOTES TO THE INSPECTOR/CONTRACTOR TYR ESc6.. ---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 />\,\a��� PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <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, TYR 8'k16" jp <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />OJT COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL <br />/ REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />TOP OF THE LINTEL. <br />6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18" DEEP. *gip <br />�Q5' FED BX16 DBL BOND TOP OF <br />BEAM W/ (1) #5 BAR BOND BEAM <br />\O 9 EACH COURSE <br />G 8z8 BOND BEAM TOP OF <br />WI(1)#5 BAR BOND BEAM <br />F F = FILLED W/ GROUT y' <br />(\AN U =UNFILLED GROUT SOLID FROM OP <br />NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH # OF #5'S, IN 2ND BOND BEAM <br />��%/ BEAM COURSE SEE NOTE 5 <br />g�\ap�c� 16-1 ETE <br />T/ 1 1 Y 1/ LINTEL W/A1Sj #S BARRI <br />Pe �FE NOMINAL—� LENGTH OF BAR = WIDTH OF MASONRY <br />B QfL HEIGHT #OF#5'S, TOP OPENING-Z' BEAM DESIGNATION <br />BOND BEAM COURSE OR n _ <br />IT IS THIS ENGINEER'S INTENT 0OF#5'S, BOTTOM SX8 PRE -CAST CONCRETE L SCALE: 3/4"=1'-0 <br />THAT XFXX-1T/1M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (0) REFER <br />AND XFXX-1T/OWOB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOP <br />OF OPENING <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3)1,V16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />WINDOW <br />S1ZE .300 MIN EMBEDMENT 1 <br />1/4") 8" FROM EACH END AND <br />18' O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />t2 <br />)2-3/16 ON <br />PRE -CAST 'a 1!C <br />OR DRIVE <br />IVE PIN (MIN SHANK <br />WINDOW <br />SIZE.145 MIN HEAD SIZE .300 <br />SILL 'hiMIN <br />EMBEDMENT 1 1/4") 8" <br />SLOPE <br />FROM EACH END AND 18" <br />O.C. MAX. MIN 1-1/4" <br />^ <br />ff <br />EMBEDMENT <br />2z8 (MIN 2 X 3) 2J/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING <br />1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ <br />18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BILK EA END <br />EMBEDMENT <br />7/18•' OSB SHEATHING <br />TYPICAL MASONRY WINDOW <br />CMU WALL <br />SILL CONSTRUCTION <br />'4 SCALE: , ,YY'=,•-(Y' <br />ARCHWAY FRAMING DETAIL <br />S <br />SCALE: 3/4"=1'-0" <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH:407-774-6078 <br />FAX 407-774-4078 <br />www.abdosigngroup.com <br />L AA #: 0003325 <br />h <br />qy <br />C <br />DAM 11/15/18 <br />SCALE: 1/4"=f-0" <br />SiIEET <br />s2.1A <br />