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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10" HOOK <br />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />SCALE: 3/4"=1'-0" <br />PLACE STEEL <br />REINFORCING (L2) <br />AS DEPICTED HEREIN. <br />F = FILLED W/ GROUT <br />U = UNFILLED <br />NOTES TO THE INSPECTOR/CONTRACTOR <br />gliza <br />1. PLACE LINTEL ACROSS TOP OF OPENING. <br />TYR 61xv, <br />BOND BEAM iK5 <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 />8„ <br />HEIGHT. <br />4. THE LAST COURSE WILL BE A BOND BEAM WITH (1)#6 BAR CONTINUOUS AROUND <br />STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST <br />i#5 <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. <br />TYP. 8"x16" <br />S. SHOULD THE DOUBLE BOND 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 />TOP OF THE LINTEL. <br />6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />a. , <br /># OF #5'S, IN BOND <br />BEAM COURSE <br />��_16-1T/l <br />/ B <br />�a\N4�� <br />NEMt N L— <br /># OF #5'S, TOP <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE <br />THAT XFXX - 1T/I M/0B INDICATES A DOUBLE BOND BEAM <br /># OF #SS, BOTTOM <br />AND XFxX-1T/OM/OB INDICATES A SINGLE BOND BEAM <br />PLACED IN LINTEL <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX- IT11WOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />WINDOW <br />PRE-CAST.31i4" <br />WINDOW i <br />SILL � <br />a SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />4 SCALE: 1 1/2"=V-0" <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 BAR <br />.y BOND BEAM <br />GROUT SOLID FROM <br />T P <br />LINTEL TO TOP OF BOND <br />OF OPENING <br />BEAM, IF FILLED LINTEL. <br />SEE NOTE 5 <br />8x8 PRECAST CONCRETE <br />LINTEL W/ (1) #5 BAR (L2) <br />LENGTH OF BAR = WIDTH OF <br />MASONRY <br />OPENING -2" <br />BEAM DESIGNATION <br />OR <br />n <br />8x8 PRE -CAST CONCRETE <br />G SCALE: 3/4"=1'-0" <br />LINTEL, W/O STEEL(L') REFER <br />TO PLAN FOR LOCATIONS <br />rno . <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32750 <br />PH: 407-7744078 <br />FAX 407-774.4078 <br />www.abdosigngroup.com <br />L AA #: 0003325 A <br />It <br />C <br />� <br />i <br />'mill <br />IN <br />R1E40 <br />i <br />at78aiv ae LOT <br />ABBOTT PARK <br />LOT #36 <br />BLK. #8 <br />PROJECT <br />04181.000 36083 <br />"oaErr <br />3EKB <br />"1405-KEYSTONE" <br />GARAGE STIMG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />J <br />L %, APf NO 93M A <br />DAT30: 5/12/20 <br />away <br />SCALA: 1/4"=1'-0" <br />SKEET <br />S2.1A <br />