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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: 34"=1'-0" <br />IT IS THIS ENGINEER'S INTENT <br />THAT XFXX - 1T/1M/08 INDICATES A DOUBLE BOND BEAM <br />AND XFXX - 1T/OM/08 INDICATES A SINGLE BOND BEAM <br />PLACE STEEL <br />REINFORCING (L2) <br />AS DEPICTED HEREIN. <br />F = FILLED W GROUT <br />U = UNFILLED <br />NOTES TO THE INSPECTOR/CONTRACTOR <br />TYP S5eWIZE <br />m 1 05 <br />1. PLACE LINTEL ACROSS TOP OF OPENING <br />BOND BEAM <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) 05 BAR CONTINUOUS AROUND <br />STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST <br />1#5 <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. <br />TYP. 61k16" <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WTH A LINTEL THE BOTTOM <br />BOND BEAM ! "; <br />COURSE OF BONO BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />#b <br />TOP OF THE LINTEL. <br />o. <br />6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN ,B" DEEP. <br />dIDTH # OF #5'S, IN 2ND BOND <br />BEAM COURSE <br />��16-1T/l �IAI�CB <br />NOMINAL—� <br />HEIGHT ■ rx rae TOP <br />IM COURSE <br /># OF #5'B, BOTTOM <br />PLACED IN UNTEL <br />WINDOW <br />PRE -CAST :.3 19 <br />a <br />WINDOW <br />SILL Z <br />SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />806 DBL BOND TOP OF <br />BEAM W/ (1) #5 BAR BOND BEAM <br />EACH COURSE <br />8x8 BOND BEAM <br />TOP OF <br />W/(1)#5 BARI <br />y; BOND BEAM <br />GROUT SOLID FR <br />LINTEL TO TOP OOF <br />OPENING <br />BEAM <br />SEE NOTE 5 <br />8x8 PRE -CAST CO <br />LINTEL W (1) 05 B <br />MASONRY <br />LENGTH OF BAR <br />GPE"'NG-2'BEAM <br />DESIGNATION <br />OR2 <br />ezB PRE -CAST CO <br />LINTEL, W/O STETO <br />PLAN FOR LOTnP <br />PRECAST HEADER(MIN) — <br />2x4 (MIN 2 X 3) 1-3/18 — <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE. 145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 <br />1/4") 8" FROM EACH END AND <br />IS" O.C. MAX. MIN Li/4" <br />EMBEDMENT <br />24 (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 18" <br />O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />2,18 (MIN 2X3)2-3116 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE. 145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 ZX4 SOLID BLOCKING — <br />1/4") 8" FROM EACH END AND SECURE TO SHEATHING W <br />18" O.C. MAX. MIN 1 <br />-1/4" MIN. 2-12d PER BLK EA END <br />EMBEDMENT <br />OSS SHEATHING <br />WALL <br />ARCHWAY FRAMING DETAIL <br />5 SCALE: 3l4"=1'-0' <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-77448078 <br />FAX: 407-774.4078 <br />www.abdes*kgroup.com <br />AA #: 0003325 <br />a� <br />C <br />V <br />W <br />W <br />StroDIN. Ae LOT: <br />SILVERADO <br />LOT #24 <br />BIX #7 <br />PRO$=' <br />0 1-2407 <br />MODsz: <br />4EBB <br />" 1626-CALL" <br />OARAOX OWING: <br />LEFT <br />PACE: <br />DETAILS <br />150 MPH EXP. B <br />ArCHmeT. <br />8AATAlM CIF FLORDA <br />e5 � <br />CAMME L <br />NO 12079 <br />DA �: 8/20/19 <br />sC :1/4-=1'-0' <br />S2.1A <br />