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IF <br />#5 CORNER BAR W/ 30' 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 />NOTES TO THE INSPECTOR/CONTRACTOR TYP. B'x8 <br />1. PLACE LINTEL ACROSS TOP OF OPENING, BOND BEAM °D 1#5 <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 />PLACE STEEL HEIGHT. <br />�0 REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />A6 DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. e'x16' 10 <br />BOND BEAM ^ <br />COURSELD THE OF BOND RLE BOND BEAM COINCIDE WITH A EAM IS OMITTED AND A LINTEL 13 PLINTEL THE LACED. THE STEEL <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE its <br />TOP OF THE LINTEL. <br />6, UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 1W DEEP. ' 8 <br />8x1 s DBL. BOND TOP OF <br />• 2 QP� BEAM W/ (1) #S BAR BOND BEAM <br />EACH COURSE <br />G 8x8 BOND BEAM r <br />• �Ga\� W/ (1) #5 BAR <br />F F a FILLED W/ GROUT <br />I .\aU =UNFILLED GROUT SOLID FROMNOMINAL LINTEL TO TOP OF BOND# OF #5'S, IN 2N0 BONDWIDTH BEAM, IF FILLED LINTEL.SEAM COURSE <br />�+9EE NOTE 5 <br />�6-1 T/1 8x8 PRE -CAST CONCRETELINTEL W/ (1) #5 BAR (L2)NOMINAL—�HEIGHT #OF#5'S,TOP LENGTH OF BAR = WIDTH OFMASONRY <br />ITS THISENGINEER'SINTENT BONOBEAMCOURSE ORRENING-YBEAM DESIGNATION <br />THATXFX%-1T/iM OB IND CATES ADOUBLE BONDBEAM #OF #5'S, BOTTOM BxB PRE CAST CONCRETE AND xFxx - 1TPoIN08 INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (Li) REFERIT IS THIS ENGINEER'S INTENT <br />TO PLAN FOR LOCATION6 <br />AND %UXX - iT/iM/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL OF OPENING <br />AND XUXX -1TgA MB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />WINDOW <br />PRE -CAST •3114' <br />WINDOW <br />'SLOPE <br />SILL Z <br />TYPICAL MASONRY WINDOW <br />%1 SILL CONSTRUCTION <br />4 SCALE: 1 1/2'=1'-0' <br />1441 N. RONALD REAGAN BL <br />LONGWOOD,FL32750 <br />PH: 407-77"078 <br />FAX 407-774.4078 <br />www.abdosigngroup.com <br />l AA #: 0003325 <br />� <br />P <br />14y <br />g� <br />SUDDIV. de LoT <br />ABBOTT PARK <br />LOT #21 <br />BLK #8 <br />PROJECT# <br />04181.000-21081 <br />MODEZA <br />4EWB <br />"1499-FREEPORT" <br />GARAGE 8 IMO: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />