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05 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR WI 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 />NOTES TO THE INSPECTOR/CONTRACTOR TYR B"x8" <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM cO <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />\' <br />PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />\) HEIGHT. <br />�OF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND i#5 aG� AS DEPICTED HEREIN. 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. TYP. 8"x16" �p <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM 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 1#5 <br />TOP OF THE LINTEL. <br />6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />� %EAM W/ (B OND TOPOF*_ <br />B #5 BAR BOND BEAM <br />•\Q 8 EACH COURSE <br />G 8a8 BOND BEAM TOP OF <br />• �G�\� W/ (1) #5 BAR BOND BEAM <br />I .O\O� U = UNFILLED <br />LLED GAT GROUT SOLID FROM •4 TOP <br />�N\O NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH # OF #5'S, IN 2ND BOND BEAM <br />BEAM COURSE <br />SEE NOTE 5 <br />16-1 T/ 1 8z8 PRECAST CONCRETE ' <br />NOMINAL —ice LINTEL W/ (1) #5 BAR (L2) <br />Q� HEIGHT # OF #5'S, TOP LENGTH OF BAR = WIDTH OF MASONRY <br />OPENING - 2" <br />BOND BEAM COURSE OR 2 BEAM DESIGNATION <br />IT I5 THIS ENGINEER'S INTENT # OF #5'S, BOTTOM Bx8 PRECAST CONCRETE <br />THAT XFXX- 1THMMS INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL REFER <br />AND XFXX-1T/0W0B INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOP <br />OF OPENING <br />WINDOW <br />PRE-CAST 'a 1!S' <br />WINDOW Z <br />SILL <br />SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />L AA •: 0003325 A <br />a <br />x <br />q <br />� <br />f <br />� <br />pp <br />r5 <br />jy< <br />y <br />StMDIV. Ae LOT <br />SILVERADO <br />LOT 4 <br />BLK 19 <br />PROJECT# <br />04128.002 04191 <br />HODELI <br />4EWB <br />"1499-FREEPORT" <br />GARAGE 91IING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />MAR <br />DRAT E: 03/06/20 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S2.1A <br />