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#5 CORNER BAR W/ 3D" 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 />REINFORCING OF BOND BEAM <br />SCALE: 3/4"=1'-0" <br />k <br />�O <br />PLACE STEEL <br />REINFORCING (1-2) <br />AS DEPICTED HEREIN. <br />F = FILLED W/ GROUT <br />U = UNFILLED <br />NOTES TO THE INSPECTOR/CONTRACTOR <br />1. 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 />S. 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 />B. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />` WIDTH #OF#5'S, IN BOND <br />BEAM COURSE <br />NOMINAL 16-1 T/1 / B <br />16 C'��HEIGH4�'S, TOP <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE <br />THAT XFXX-. iTHM/0B INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM <br />AND XFXX 1T/OWOB INDICATES A SINGLE BONO BEAM PLACED IN LINTEL <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX. 1T/lWOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />AND XUXX-1TIOW08 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED UNTEL <br />WINDOW <br />PRE -CAST' S 1/4' <br />WINDOW <br />SILL Z <br />3 <br />'SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />'4' SCALE: 1 tl2"=1'-D" <br />TYP. B'� BEFla 1#5 <br />BOND BEAM <br />* 8 <br />1#5 <br />TYR 8"X16" <br />BOND BEAM <br />8X16 DBL. BOND TOP OF <br />BEAM Wl (1) #5 BAR BOND BE <br />EACH COURSE <br />8X8 BOND BEAM <br />TOP OF <br />W/(1)#5 BAR <br />.`: BOND BEAM <br />GROUT SOLID FROM <br />TOP <br />LINTEL TO TOP OF BOND <br />OF OPENING <br />BEAM, IF FILLED LINTEL. <br />SEE NOTE 5 <br />8X8 PRE -CAST CONCRETE <br />LINTEL W/ (1)#5 BAR (L2) <br />LENGTH OF BAR = WIDTH OF <br />MASONRY <br />OPENING-7 <br />BEAM DESIGNATION <br />OR <br />rf <br />8X8 PRE -CAST CONCRETE <br />L SCALE: 3l4"=1'-d' <br />LINTEL, W/O STEEL (L1) REFER <br />TO PLAN FOR LOCATIONS <br />rno <br />1441 N. RONALD REAGAN Bl <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-774.4078 <br />www.abdos(gngroup.00m <br />AA #: 0003325 <br />P <br />G <br />9 <br />aLMDIV. ae LOT: <br />ABBOTT PARK <br />LOT ##11 <br />BLK ##10 <br />PROJECT <br />04181.00t-11102 <br />MODZT- <br />3EKB <br />"1405- KEYSTONE" <br />GARAGE 811MO: <br />RIGHT <br />PARSE: <br />DETAILS <br />160 MPH EXP. C <br />Dw05/12/20 <br />HICALE: 1/4"=1'-0" <br />S2.1A <br />