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#5 CORNER BAR W/ 30' LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ IV HOOK <br />30" TYPICAL <br />#5 BAR IN BOND BEAM <br />CORNER <br />1 REINFORCING OF BOND BEAM <br />SCALE: 3/4'=1'-W <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP.8'X8' <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM w 1#5 <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />OFF\ 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 #5 <br />V� TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'X19'5. SHOULD THE io <br />COURSE OF BOND BRLE BOND BEAM EAM IS OMITTED AND A LINTEL EL IS PLACED. THE STEEL WITH A LINTEL THE OM BOND BEAM <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />/ TOP OF THE LINTEL. S" <br />0\ Pip 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18' DEEP. <br />BEAM W/ (8 #5 BAR OND TOP OF <br />BOND BEAM <br />'\O g EACH COURSE <br />p SX8 BOND BEAM TOP OF <br />W/(1)#5 BAR .ti; BOND BEAM <br />F =FILLED W/GROUT <br />-(\Ap U=UNFILLED GROUT SOLID FROM OP <br />.j1\� NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. <br />BEAM COURSE SEE NOTE 5 <br />G\\A'�Q 8X8 PRE -CAST CONCRETE <br />''qqg ?, �16-1T/1 M/ B LINTEL W/(1)#5 BAR(L2) <br />NOMINAL <br />QP HEIGHT # OF #5'S, TOP LENGTH - BAR =WIDTH OF MASONRY <br />9 OPENING-2' <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR BEAM DESIGNATION <br />THAT XFXX-1T/1MPoB INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 3/4'-I' V <br />AND XFXX-1T/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L7) REFER <br />IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS <br />AND XUXX - IT/1M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED P <br />LINTEL OF OPENING <br />AND XUXX- iTMK4/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED UNTEL <br />WINDOW <br />PRE-CAST•31Af' <br />WINDOW <br />'SLOPE <br />SILL Z <br />g <br />a <br />TYPICAL MASONRY WINDOW <br />�1 SILL CONSTRUCTION <br />4 SCALE: 1 1/2'=1'-0' <br />1441 N. RONALD REAGAN BI <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />W W W.abdesigngroup.com <br />L AA S: 0003325 <br />y <br />i <br />mill <br />EUDDIV. ee IAT <br />ABBOTT PARK <br />LOT #16 <br />BLK #8 <br />PROJECT# <br />04181.000-16081 <br />MCDZIA <br />4EWB <br />"1499-FREEPORT" <br />GARAGE EWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />