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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10" HOOK <br />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />SCALE: 314'=1'-0^ <br />OF �\ <br />EaG� <br />PLACE STEEL <br />REINFORCING (1-2) <br />AS DEPICTED HEREIN. <br />n\a <br />�;5E �o <br />•? <br />F = FILLED W/ GROUT <br />U = UNFILLED <br />8F16-1T/1 <br />NOMINAL- L�-' <br />HEIGHT # OF #SS, TOP <br />BOND BEAM COURSE <br />IT IS THIS ENGINEER'S INTENT <br />THAT XFXX-1T/1M/06 INDICATES A DOUBLE BOND BEAM <br />AND XFXX-1T/OWOB INDICATES A SINGLE BOND BEAM <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 #5 BAR IN EACH COURSE, <br />5. 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 />S. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br /># OF #5'S, IN 2ND BOND <br />BEAM COURSE <br />M/ B <br /># OF #5'S, BOTTOM <br />PLACED IN LINTEL <br />WINDOW <br />PRE-CAST•31/4" <br />WINDOW <br />SILL Z <br />a <br />'SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />4 SCALE: 1 1/2"=1'4" <br />TYR B"x8^ <br />BOND BEAM 61 <br />TYR 8"x16" <br />BOND BEAM <br />8x16 OBL. BOND TOP OF <br />BEAM W/ (1) #5 BAR BOND BEAM <br />EACH COURSE <br />8x8 BOND BEAM TOP OF <br />W/ (1) #5 BAR .� BOND BEAM 40 <br />GROUT SOLID FROM TA�F <br />LINTEL TO TOP OF BOND OF OPENING <br />BEAM <br />8x8PRE-CASTCONCRETE <br />LINTEL W/ (t) #5 BAR (L2) <br />LENGTH OF BAR = WIDTH OF MASONRY <br />OPENING -2" OR BEAM DESIGNATION <br />8x8 PRE -CAST CONCRETE <br />LINTEL, W/O STEEL (1-1) REFER <br />TO PLAN FOR LOCATIONS B Tn. <br />1441 N. RONALD REAGAN B( <br />LONGWOOD, FL 32780 <br />PH: 407-774-6078 <br />FAX: 407-7744018 <br />www.abdssigngroupcom <br />AA #: 0003328 <br />�i <br />ba <br />C <br />D <br />�yy <br />4 <br />Y <br />POOR Z LOT. <br />ABBOTT PARK <br />LOT #43 <br />BLK #9 <br />PItOJ&CT# <br />04181.000-43091 <br />MODEIA <br />4EWB <br />"1499—FREEPORT' <br />GARAGZ OWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />%160 MPH EXP. C <br />Dpmrr <br />ATL: 12/08/19 <br />OCALO: 1/4"=1'—O" <br />8*1ZET <br />S2.1A <br />