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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 />1 REINFORCING OF BOND BEAM <br />3W=T-0' <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP. 8'x8 1#5 <br />1. PLACE LINTEL ACROSS TOP OF OPENING. <br />2. BOND BEAM <br />IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />rG\' 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 />�O AS DEPICTED HEREIN. STRUCTURE, A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 <br />V� TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'xt6" jp <br />� 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 <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 <br />TOP OF THE LINTEL. o�� , <br />/ b \\•1. O S. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. *-* <br />�p <br />BEAM W/ (BOND TOP OF <br />#5 BAR I BOND BEAM <br />'\O 0 EACH COURSE <br />G 8x8 BOND BEAM LBO <br />�Ea\� W/ (1) #b BAR F = FILLED WI GROUT <br />I .Y\U =UNFILLED GROUT SOLID FROMOP <br />NOMINALLINTEL TO TOP OF BONDOF OPENING <br />WIDTH # OF #TS, IN 2ND BOND BEAM <br />BEAM COURSESEE NOTE 5 <br />a6-1T/1 8X8 PRE -CAST CONCRETENOMINAL�LINTELW/(1)#5BAR(L2)HEIGHT #OF#5'S,TOP LENGTH OF BAR = WIDTH OFMASONRY <br />OPENING-Z'CORNER BOND BEAM COURSE OR BEAM DESIGNATION <br />IT IS THIS ENGINEER'S INTENT #OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 3/4"=1'-0" <br />THAT XFXX-iT/1M OB INDICATESADOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(Li)REFERSCALE: <br />AND XFXX - 1T/0M/0B INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS <br />OF OPENING <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2X 3)1-3116 <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 1-1/1. <br />EMBEDMENT <br />2-3/16 AANKON <br />)(MIN <br />PRE -CAST -°a 1MT <br />OR RIVE PIN SH <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 />FSOLIDKING1/4")8'•FROMEACH <br />EMBEDMENT <br />2x8 (MIN 2 X 3)2J116 <br />TAPCON OR RIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 <br />END AND ATHING W/ <br />18"O.C. MAX. MIN 1-1/4" LK. EA. END <br />EMBEDMENT <br />THING <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />ARCHWAY FRAMING DETAIL <br />SCALE: 3/4"=1'-0" <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-77446078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA $: 0003325 <br />F@ <br />N <br />U <br />uDDIV. & LOT <br />ABBOTT PARK <br />LOT #2 <br />BLK #8 <br />P1tOJECT# <br />04181.000-02081 <br />MOaEU <br />4EAB <br />"1672-ARIA" <br />GARAGE 811IMG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />a <br />aA �': 09/12/19 <br />aCALE: 1/4"=1'-0" <br />aDKEET <br />s2.1A <br />