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#5 CORNER BAR W/ 3W 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 />1 REINFORCING OF BOND BEAM <br />SCALE: 3/4"=V-0" <br />IT IS THIS ENGINEER'S INTENT <br />THAT XFXX - 1TI M/OB INDICATES A DOUBLE BOND BEAM <br />AND XFXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX- 1T/IM/08 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />PLACE STEEL <br />REINFORCING (1-2) <br />AS DEPICTED HEREIN. <br />NOTES TO THE INSPECTOR/CONTRACTOR <br />i. PLACE LINTEL ACROSS TOP OF OPENING. <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 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 />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM <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 />TOP OF THE LINTEL. <br />6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18" DEEP. <br />OF F = FILLED W/ GROUT <br />U =UNFILLED <br />NOMINAL # OF #5'S, IN 2ND BOND <br />WIDTHBEAM COURSE <br />kl <br />NOMINA <br />HEIGHT # OF #5'S, TOP <br />BONG BEAM COURSE <br /># OF #VS, BOTTOM <br />PLACED IN LINTEL <br />WINDOW <br />PRE -CAST <3114" <br />WINDOW <br />SILL Z <br />'SLOPE <br />TYPICAL MASONRY WINDOW <br />�1 SILL CONSTRUCTION <br />4 SCALE: 1 1/2"=l'-0' <br />TYP. B'BE <br />BOND BEAM <br />-1#5 <br />i1R5 <br />TYP. 8"xt6" <br />co <br />BONDBEAM <br />806 DBL. BOND TOP OF <br />BEAM W/ (1) #5 BAR BOND BEAM <br />EACH COURSE <br />BX8 BOND BEAM <br />TOP OF <br />W/(1)#5 BARI <br />BOND BEAM <br />GROUT SOLID FROTOP <br />LINTEL TO TOP OF <br />OF OPENING <br />BEAM, IF FILLED LIN <br />SEE NOTE 5 <br />8x8 PRE -CAST CON <br />Wl iBAR - <br />LENGTH OFLINTEL <br />MASONRY <br />OPENING-2"BEAM <br />DESIGNATION <br />ORrf <br />BX8 PRE -CAST CONL <br />SCALE: 3/4"=1'-0" <br />LINTEL, W/O STEELTO <br />PLAN FOR LOCrno <br />. <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD,FL32750 <br />PH: 407-7746078 <br />FAX 407-7744078 <br />wwwAbdesigngroup.com <br />AA #: 0003325 <br />a <br />It` <br />Y <br />QQ <br />Z <br />0 <br />avaaly ee `7 <br />ABBOTT PARK <br />LOT #13 <br />BLK. #10 <br />PROJECT* <br />04181.000-13101 <br />MODELa <br />3EKB <br />"1405-KEYSTONE" <br />GARAGE aWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />