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NOTES TO THE INSPECTOR/CONTRACTOR <br />#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10" <br />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />SCALE: 3/4"=V-0" <br />F = FILLED Wl GROUT <br />•�\A�� U =UNFILLED <br />NOMINAL <br />WIDTH <br />NOM0 HE GIHT OF #5'S, TOP <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE <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 />6, UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP, <br />8x8 BOND BEAM <br />W/ (1) #5 BAR <br />GROUT SOLID FROM — <br /># OF #5'S, IN 2ND BOND LINTEL TO TOP OF BOND <br />BEAM COURSE BEAM, IF FILLED LINTEL. <br />THAT XFXX - 1T/l WOB INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM <br />AND XFXX - 1TIOM108 INDICATES A SINGLE BOND BEAM PLACED IN LINTEL <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX-1T/1MI0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />WINDOW <br />PRE -CAST' <br />WINDOW �' <br />SILL Z <br />SLOPE <br />a <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />8x8 PRE -CAST CONCRETE — <br />LINTEL W/ (1) #5 BAR (1-2) <br />LENGTH OF BAR = WIDTH OF <br />OPENING - 2" <br />OR <br />8x8 PRE -CAST CONCRETE <br />LINTEL, W/O STEEL (Li) REFER <br />TO PLAN FOR LOCATIONS <br />BOND BEAM <br />�8 <br />1#5 <br />TYP. 8"06" <br />BOND BEAM •,. <br />8xl6 DBL. BOND TOP OF <br />BEAM Wl (1) #5 BAR III BOND BEAM'� <br />EACH COURSE <br />TOP OF <br />BOND BEAM <br />TOP <br />OF OPENING <br />SEE NOTE 5 <br />MASONRY <br />2 BEAM DESIGNATION <br />SCALE: 314"=1'-0" <br />PRECAST HEADER(MIN) <br />2x4(MIN-3116 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK <br />MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 <br />114") 8" FROM EACH END AND <br />16" O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />2x6 (MIN 2 X 3) 2-3/16 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />SIZE.145 MIN HEAD SIZE .300 <br />MIN EMBEDMENT 1 1/4") 8" <br />FROM EACH END AND 1 B" <br />O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />2x8 (MIN 2X 3)23M6 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING — <br />114") 8" FROM EACH END AND SECURE TO SHEATHING W/ <br />18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END <br />EMBEDMENT <br />OSB SHEATHING <br />WALL <br />5 ARCHWAY FRAMING DETAIL <br />SCALE: 3/4"=l'-0" <br />SINGLE #5 CORNER <br />BAR, 3OX30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />PROVIDE #5 BAR <br />SEEL REINF. OF AT EACH SIDE <br />T <br />OF ELEVATION <br />BOND. BEAM CHANGE <br />CHANGEIN <br />ELEVATION OF BOND BEAM <br />1441 N. RONALD REAGAN BLV <br />LONGWOOD, FL32760 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA #: 0003325 <br />11� <br />� <br />� <br />m <br />4 <br />aUBDM ac L/OT <br />SILVERADO <br />LOT #50 <br />BLK #18 <br />PIMDJZCT <br />04128.001-50181 <br />MODau <br />4EBB <br />"1828-CALL" <br />aARAOS aRiNO: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />DA 07/27/20 <br />aCAL m: 1/4"=1'-0" <br />axaET <br />kli.s2.1A <br />