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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ tO' HOOK <br />3a'rrPlcAl <br />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />1 SCALE: 3/4"=1'-0" <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP. na. <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 11� <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 8" �[ <br />Ok 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 1#5 <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 8'kt9 b <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <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 1#5 <br />TOP OF THE LINTEL. <br />6 M��. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />P��F 8xi6 DBL BOND TOP OF <br />BEAM W/ (1) #5 BAR BOND BEAM <br />EACH COURSE <br />• 8x8 BOND BEAM TOP OF <br />• ?E�\NG W/ (1) #6 BAR .y _ BOND BEAM <br />�pFO U=UWILLEDF FILLED /GROUT GROUTSOLIDFROM TOP <br />NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. <br />BEAM COURSE <br />�rc//// /— R SEE NOTE 5 <br />Pg9 FE�p �16-1 T/ 1 1 V I/ B LINTEL W/ (1) #5 BARR(L2)E <br />NOMINAL LENGTH OF BAR = WIDTH OF MASONRY <br />e?� HEIGHT # OF #5'S, TOP OPENING-7' <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR 2 BEAM DESIGNATION <br />THAT XFXX- 1TI1M/08 INDICATES A DOUBLE SONOSEAM #OF#5'S, BOTTOM Sx8 PRE -CAST CONCRETE SCALE: 3/4"=V-17' <br />AND XFXX- 1T/OM/0B INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L1) REFER <br />IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS TOP <br />AND XUXX-1T/1M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL OF OPENING Io <br />AND XUXX- lTMM/OB 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 HEAD <br />WINDOW <br />SIZE .300 MIN EMBEDMENT 1 <br />114") 8" FROM EACH END AND <br />18" O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />2x6 (MIN 2 X 3) 2J/16 TAPCON <br />• <br />-- PRE -CAST <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SIZE.145 MIN HEAD SIZE .300 <br />SILL i <br />MIN EMBEDMENT 1 1/4") a" <br />- SLOPE <br />FROM EACH END AND 19' <br />O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />2x8 (MIN2 X 3)2-3M6 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE. 145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING <br />1/4") 8" FROM EACH END AND SECURE TO SHEATHING WI <br />18" O.C. MAX. MIN 1-1/4" MIN, 2-12d PER BILK EA. END <br />v <br />EMBEDMENT <br />SHEATHING <br />TYPICAL MASONRY WINDOW <br />CMU WALOSBL <br />MU WALL <br />%1 SILL CONSTRUCTION <br />�* <br />ARCHWAY FRAMING DETAILS <br />SCALE 11/2=1'-D" <br />5 <br />r <br />SINGLE #5 CORNER 1;� <br />BAR, 30.30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />PROVIDE #5 BAR 1 <br />AT EACH SIDE J <br />STEEL REINE OF OF ELEVATION <br />BOND.BEAM CHANGE <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />1 N. RONALD REAGAN BL <br />LONGWOOD, FL32750 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />www.abdealgngroup.com <br />AA #: 0003325 <br />r <br />k <br />DL <br />t <br />m <br />lu�iS <br />a <br />tj <br />e� <br />C <br />C <br />mm <br />$tmDm dt LOT: <br />ABBOTT PARK <br />LOT #11 <br />BLK #11 <br />P120JECT� <br />04181.000-11111 <br />UODZLI <br />4EBB <br />"1828—CALI" <br />GAisAGE SMNG: <br />RIGHT <br />PAaffi: <br />DETAILS <br />160 IAPH FAC <br />DATE: 06/15/ 11 <br />SCALE: 1/4"= V— 0" <br />S*MET <br />S2.1A <br />