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#5 CORNER BAR W/ 0" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10" HOOK <br />30" TYPICAL <br />#5 BAR IN BOND BEAM <br />REINFORCING OF BOND BEAM <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP.8"x8" <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />PLACE STEEL HEIGHE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />T�e <br />�0 REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />�G� AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LASTEU-1#5 <br />TWO COURSES ARE BOND REAMS WITH A #5 BAR IN EACH COURSE. TYR 8"x16" <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAMCOUSE OF BOND " <br />PLACED, THE STEEL <br />REINFORCING ORBEAM TH BOTTOM BOND BEAM SIS OMITTED AND ATTO EL 1BE CONTNUOUS THROUGH THE 1#5 <br />/ d" TOP OF THE LINTEL. <br />\�' O 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. = <br />P,65' FF. Bx16 DEL. BOND TOP O <br />• /\02 BEAM W/ (1) #5 BAR BOND BEAM <br />9 EACH COURSE <br />G 8x8 BOND BEAMTN <br />TOP OF <br />• �Ga\� W/ (1) #5 BARBOND BEAM <br />I .\\AO� U = UILLED W1 NFILLED GROUT GROUT SOLID FR,� TOPNOMINAL LINTEL TO TOP OOFOPENING <br /># OF #5'S, IN 2ND BONDWIDTH BEAM, IF FILLED <br />BEAM COURSESEE NOTE 5 <br />I;.6-1T/1 B 8x8 PRE -CAST CENOMINAL—�LINTELW/(1)#5MASONRY <br />QHEIGHT # OF #5'S, TOP - LENGTH Of BAR OF OPENING-2"CORNER IT IS THIS ENGINEER'S INTENT BOND EAM COURSE DR%2�BEAM DESIGNATION <br />THATXFXX-iT/1M/O8 INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CE SCALE: 3/4"=l'-' <br />AND XFXX- 1T/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEFERIT ISTHIS ENGINEER'S INTENT TO PLAN FOR LOOp <br />AND XUXX- iT/lM/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL OF OPENING <br />AND XUXX- 1T/OWOB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3) 1-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN D <br />WINDOW <br />SIZE .300 MIN EMBEDMENT1 <br />1/4') 8" FROM EACH END AND <br />18" O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />2x6 (MIN 2 X 3) 2-3/16 TAPCON <br />PRE -CAST 'a 1 <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SIZE.145 MIN HEAD SIZE .300 <br />SILL <br />MIN EMBEDMENT 1 114") 8" <br />'a SLOPE <br />FROM EACH END AND 18" <br />O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />2x8 (MIN 2 X3)2-3116 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING <br />1W) 8" FROM EACH END AND SECURE TO SHEATHING W/ <br />/7116"OSB <br />18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END <br />EMBEDMENT <br />SHEATHING <br />TYPICAL MASONRY WINDOW <br />CMU WALL <br />SILL CONSTRUCTION <br />ARCHWAY FRAMING DETAILS <br />J SCALE: 3/4" = V-0" <br />r <br />SINGLE #5 CORNER <br />BAR, 30x0 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />PROVIDE #5 BAR <br />AT EACH SIDE <br />STEEL REINF. OF OF ELEVATION <br />BOND.BEAM CHANGE <br />CHANGEIN <br />ELEVATION OF BOND BEAM <br />1441 N. RONALD REAGAN Bl <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX 407-774-4078 <br />www.abdeslgngroup.com <br />L AA A: 0003325 <br />r <br />h <br />4�p <br />C <br />k�k <br />6 <br />b <br />6 <br />i <br />BVBDIV. Aa LOT: <br />ABBOTT PARK <br />LOT #20 <br />BLK 15 <br />PROJECT# <br />04181.000-20151 <br />MODEIe <br />4EBB <br />"1828-CALL" <br />GARAGE BWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />