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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR WI 10" HOOK <br />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />SCALE: 3l4"=1'-0" <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURS <br />THAT XFXX - 1T/1141013 INDICATES A DOUBLE BOND BEAM <br />AND XF)X- 1T/OM/OB INDICATES A SINGLE BOND BEAM <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX- 1T/IWOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />PLACE STEEL <br />REINFORCING (L2) <br />AS DEPICTED HEREIN. <br />NOTES TO THE INSPECTOR/CONTRACTOR <br />1. PLACE LINTEL ACROSS TOP OF OPENING. <br />TYP.S'xB" <br />BOND BEAM 1#5 <br />2. IF BOTTOM STEEL IS REQUIRED PLACE 05 BAR IN LINTEL.* <br />3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />HEIGHT. <br />4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST <br />1` <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. <br />TYP. S'x16" <br />5. SHOULD THE DOUBLE BONO BEAM COINCIDE WITH A LINTEL THE BOTTOM <br />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 <br />i#5 <br />TOP OF THE LINTEL. <br />o„ <br />6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />GF "- F = FILLED W/ GROUT <br />U = UNFILLED <br />NOMINAL # OF #5'S, IN 2ND BOND <br />WIDTH BEAM COURSE <br />�16-1 T/1 ill/ B <br />NOMINAL <br />HEIGHT # OF #5'S, TOP <br />E <br /># OF #5'S, BOTTOM <br />PLACED IN LINTEL <br />WINDOW <br />PRE-CAST.3114" <br />WINDOW i a <br />SILL z <br />e SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />4 SCALE: 1 <br />8x16 DBL. BOND TOP OF <br />BEAM W/ (1) 95 BAR BOND BEAM <br />EACH COURSE <br />8x8 BOND BEAM <br />TOP <br />Wl(1)#5 BAR <br />.ti: BOND BEAM <br />GROUT SOLID FROM <br />TO <br />LINTEL TO TOP OF BONO <br />OF OPENING <br />BEAM, IF FILLED LINTEL. <br />SEE NOTE 5 <br />8x8 PRE -CAST CONCRETE <br />W/ 1)BAR <br />LENGTH OFLINTEL <br />WIDTH OF <br />MASONRY <br />OPENING -2" <br />BEAM DESIGNATION <br />OR <br />8x8 PRE -CAST CONCRETE <br />SCALE: 3/4"=l'-0" <br />LINTEL, W/O STEEL (L1) REFER <br />TO PLAN FOR LOCATIONS <br />Tamp <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abda#Igngroup.com <br />L AA #: 0003325 <br />D <br />i <br />S <br />!;4n <br />atMDiv a# LOT" <br />ABBOTT PARK <br />LOT #17 <br />BLK. #10 <br />PROJECT <br />04181.0M-17101 <br />MODEL <br />3EKB <br />"1405- KEYSTONE" <br />GA ACM OWD90: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />DANT M 4/29/20 <br />SCALE: 1/4"=1'-0" <br />eIEET <br />s2.1A <br />