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#5 CORNER BAR W/3D" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 1D" 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 <br />1. PLACE LINTEL ACROSS TOP OF OPENING <br />2. . <br />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 />REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />�aGM 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. <br />p1E / 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 UNTEL <br />/ 0; � 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />• <br />•��G <br />F =FILLED W/ GROU7 <br />NO U = UNFILLED <br />NOMINAL # OF#5'S, IN 2ND BOND <br />WIDTH BEAM COURSE <br />16-1AII I B <br />P�IVEQE� NOMINAL—�� <br />e HEIGHT # OF #5'S, TOP <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE <br />THAT XFXX-1T/1M/O8 INDICATESA DOUBLE BOND BEAM #OF#5'S, BOTTOM <br />AND XFXX - iT/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX - IT/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />WINDOW <br />PRE -CAST :-31'M' <br />WINDOW n. <br />SILL Z <br />o SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />4 SCALE: 1 1/2"=1'-U <br />TYP. 89c8" 61 <br />BONDBEAM <br />TYP. 8'kK*' b <br />BOND BEAM <br />Bx16 DEL. BOND TOP OF <br />BEAM W/ (1)#5 BAR BOND BEAM <br />EACH COURSE <br />8x8 BOND BEAM <br />7PF <br />N(1)#5 BAR <br />.y: BOND BEAM <br />GROUT SOLID FROM <br />TO <br />LINTEL TO TOP OF BOND <br />OF OPENING <br />BEAM, IF FILLED LINTEL. <br />SEE NOTE 5 <br />8x8 PRE -CAST CONCRETE <br />LINTEL W/ (1) #5 BAR (L2) <br />LENGTH OF BAR = WIDTH OF <br />MASONRY <br />DPE"'"G-2' <br />BEAM DESIGNATION <br />OR <br />2 <br />8x8 PRE -CAST CONCRETE <br />LINTEL, NO STEEL (Lt) REFER <br />j . <br />TO PLAN FOR LOCATIONS <br />r�o <br />I -] <br />1441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdeslgngroup.com <br />AA #: 00033253 <br />4 <br />oxmDZV. Z LOT <br />ABBOTT PARK <br />LOT# 15 <br />BLK 11 <br />PliOdffiCT <br />04181.00-15111 <br />MODICLA <br />4EWB <br />"1499-FREEPORT" <br />6AVAGZ8 81IM MG: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH Ely. C <br />