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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 101' HOOK <br />7BONDBEAm <br />#5 BA <br />CORNER <br />REINFORCING OF BOND BEAM <br />SCALE: 314"=1'-0" <br />PLACE STEEL <br />REINFORCING (1-2) <br />AS DEPICTED HEREIN. <br />PgS�F�P� <br />NOTES TO THE INSPECTOR/CONTRACTOR <br />1. PLACE LINTEL ACROSS TOP OF OPENING. <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 />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 16" DEEP. <br />F = FILLED W/ GROUT <br />U =UNFILLED <br />.t1\� NOMINAL # OF #5'S, IN 2ND BOND <br />WIDTH ,BEAM COURSE <br />16-1T/1 <br />NOMIN—/' L $. <br /># OF #VS, <br />B <br />TOP <br />IT IS THIS ENGINEER'S INTENT BOND BEAM <br />COURSE <br />THAT XFXX - MIM/08 INDICATES A DOUBLE BOND BEAM <br /># OF #5'S, BOTTOM <br />AND XFXX- 1T/OM/08 INDICATES A SINGLE BOND BEAM <br />PLACED IN LINTEL <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX -MIM S INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />WINDOW <br />PRE -CAST :-31/4" <br />WINDOW i n, <br />SILL <br />SLOPE <br />M <br />TYPICAL MASONRY WINDOW <br />%1 SILL CONSTRUCTION <br />Y <br />TYR E <br />BOND <br />BOND BEAM <br />�1#5 <br />1#5 <br />TYP. B"xle' <br />BOND BEAM <br />•,'; <br />1#5 <br />� 8 <br />8x16 DBL. BOND TOP OF <br />BEAM W/ (1) #5 BAR BOND BEAM <br />EACH COURSE <br />8x8 BOND BEAM <br />TOP OF <br />W/(1)#5 BARJP) <br />.y: BONDBEAM <br />GROUT SOLID FR-*TOP <br />LINTEL TO TOP OOF <br />OPENING <br />BEAM, IF FILLED <br />SEE NOTE 5 <br />BxB PRE -CAST C <br />LINTEL W/ (1)#5 <br />LENGTH OF BAR OF <br />MASONRY <br />OPEwINc-z"BEAM <br />DESIGNATION <br />OR�f8x8 <br />PRE -CAST CE <br />LINTEL, W/O STEEFERTO <br />PLAN FOR LO <br />.rw . <br />Il N. RONALD REAGAN BI <br />LONGWOOD, FL 32750 <br />PH:407-774-6078 <br />FAX 407-774-4078 <br />www.abdosigngroup.com <br />AA #: 0003326 <br />y <br />aUDD:v 4k LOT <br />ABBOTT PARK <br />LOT #32 <br />BLK #8 <br />PROJECT <br />04181.000 32083 <br />WODEL" <br />3EKB <br />"1405-KEYSTONE" <br />GARAGE OWD40: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />aUDD:v 4k LOT <br />ABBOTT PARK <br />LOT #32 <br />BLK #8 <br />PROJECT <br />04181.000 32083 <br />WODEL" <br />3EKB <br />"1405-KEYSTONE" <br />GARAGE OWD40: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />