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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR WI 10" HOK <br />30" TYPICAL <br />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />1 SCALE: 3/4"=1'-0" <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP.8 x8" <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM CO 1#6 <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />PLACE STEEL HE GATE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />OF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST '45 <br />�\,\•� TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYP. 8"xi6" ip <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />COURSE OF BOND S PLACED. THE STEEL <br />REINFORCING ORBTHE BOTTOMEAM IS BOND ED AND A LINTEL I BOND BEAM IS TO CONTINUOUS THROUGH THE I , 1#5 <br />/ TOP OF THE LINTEL. <br />pvg \�' O 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />/ ,��•�' $ � OND TOP OF <br />BEAM W/ (8X16 DEL B #5 BAR BOND BEAM <br />' /\O EACH COURSE <br />G 8x8 BOND BEAM TOP OF <br />• W/ BAR .�. BOND BEAM <br />I \\AC U = UINFEDE I GROUT GROUT SOLID FROM TOP <br />NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH # OF #5'S,RSE IN 2ND BOND <br />BEAM COUBEAM, IF FILLED LINTEL. <br />SEE NOTE 5 <br />A\� 16-1 M/ 8x8 PRE <br />T/ 1 B -CAST CONCRETE <br />LINTEL W/ (1) #5 BAR (L2) <br />(GEC NOMINAL�� LENGTH OF BAR= WIDTH OF MASONRY <br />Q� HEIGHT # OF #5'S, TOP <br />$ OPENING -2" <br />ITISTHIS ENGINEER'S INTENT BONG BEAM COURSE OR q <br />2 BEAM DESIGNATION <br />THATXFXX-1T/iWOB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE:34"=1'-0" <br />AND XFXX-1T/OM/08 INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(0) REFER <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX - 1T/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS TOP <br />LINTEL OF OPENING <br />AND XUXX-1T/OM/08 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />WINDOW <br />PRE -CAST ., 3 114" <br />d' <br />WINDOW <br />'SLOPE <br />SILL Z <br />a <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />4 <br />d N, RONALD REAGAN EllLONGWOOD,FL32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdeslgngroup.com <br />AA #: 0003326 <br />} <br />1 <br />a <br />I5 <br />77` <br />8USDIV. & LOT <br />ABBOTT PARK <br />LOT #7 <br />BLK #7 <br />Pnon=T# <br />04181.000-07071 <br />UODEL1 <br />4EWB <br />"1499—FREEPORT" <br />GARAGE S7rINC: <br />LEFT <br />PACE: <br />DETAILS <br />160 MPH EXP. C <br />