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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10" <br />#5 BAR IN BOND BEAM <br />CORNER <br />(D <br />REINFORCING OF BOND BEAM <br />SCALE: 3/4"=l'-0" <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 05 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 />6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />` WIDTH #OFMIN BOND <br />CO <br />BEAM COURSE <br />5�\�O 16-1 T/1 / B <br />p$_6FF' NOMINAL—�� <br />Q HEIGHT 1, OF WS, TOP <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE <br />THAT XFXX - 1T/1M/0B INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM <br />AND XFXX- 1T/OM/013 INDICATES ASINGLE BOND BEAM PLACED IN LINTEL <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX lT/1M/08 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />AND XUXX - 1T/OM/08 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />WINDOW <br />PRE -CAST .a31F4" <br />WINDOW A' <br />SILL Z <br />� 'SLOPE <br />g <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />4 SCALE: 1 1/2"=l'-0" <br />BOND BEAM <br />1#5 <br />TYP. 8"x16" <br />�p <br />BOND BEAM <br />9-1#5 <br />I, <br />. g <br />Sx16 DBL. BOND TOP OF <br />BEAM W (1) #5 BAR BOND BEAM <br />EACH COURSE <br />8x8 BOND BEAM <br />WI (1)#5BAR <br />GROUT SOLID FROMTOP <br />LINTEL TO TOP OF BONDOF <br />OPENING <br />BEAM, IF FILLED LINTEL. <br />SEE NOTE 5 <br />8x8 PRE -CAST CONCRETELINTEL <br />FiBONDBE,AM- <br />W/ (1) #5 BAR (L2) <br />LENGTH OF BAR= WIDTH OFMASONRY <br />ORE"'NG-2"BEAM <br />DESIGNATION <br />OR8x8 <br />PRE -CAST CONCRETE <br />SCALE: 3/4"=1'-0"LINTEL,W/OSTEEL <br />(U) REFER <br />TO PLAN FOR LOCATIONS <br />i441 N. RONALD REAGAN BI <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX- 407-7744078 <br />www.abdoslgngroup.00m <br />L AA #: 0003325 <br />04 <br />i <br />p <br />i <br />aysDIV. Ae LOT: <br />SILVERADO <br />LOT #14 <br />BLK #19 <br />PROJECT# <br />04128.002-14191 <br />MODEL: <br />4EWB <br />"1499—FREEPORT <br />GARAGE aWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />107/24/20 <br />SCALE: 1/4"= V-0" <br />HEET <br />S2.1A <br />