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ifs 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: 3/4'=1'-a <br />IT IS THIS ENGINEER'S INTENT <br />THAT XFXX - 1T/1 M/OB INDICATES A DOUBLE BOND BEAM <br />AND XFXX - iT/OM/OB INDICATES A SINGLE BOND BEAM <br />WINDOW <br />PRE-CAST•31/4' <br />a <br />WINDOW <br />SILL Z <br />a <br />SLOPE <br />PLACE STEEL <br />REINFORCING (L2) <br />AS DEPICTED HEREIN. <br />.Q <br />NOTES TO THE INSPECTOR/CONTRACTOR <br />TYP 8'x8 <br />1. PLACE LINTEL ACROSS TOP OF OPENING. <br />BOND BEAM <br />ago <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�c <br />HEIGHT. <br />4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) 46 BAR CONTINUOUS AROUND <br />STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED $O THAT THEN THE LAST <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. <br />TYP. 8'X16" <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM <br />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 <br />1#6 <br />TOP OF THE LINTEL. <br />6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />Fj F = FILLED W/ GROUT <br />U = UNFILLED <br />IOMIHAL /�# OF *5'S, IN 2ND BOND <br />VIDTH BEAM COURSE <br />16-1T/1M/ B <br />NOMINAL �� <br />HEIGHT # OF #5'S, TOP <br />BOND BEAM COURSE <br /># OF #5'S, BOTTOM <br />PLACED IN LINTEL <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />4 SCALE: 1 <br />8xl6 DBL. BONG TOP OF <br />BEAM W/ (1) #5 BAR BOND BEAM <br />EACH COURSE <br />8x8 BOND BEAM �'.BOND <br />W/(1)#6BAR GROUT SOLID FROMT PLINTEL TO TOP OF BONDOF OPENING <br />BEAM <br />8x8 PRE -CAST CONCRETE <br />LINTEL W/ (1) #s BAR (L2) MASONRY <br />LENGTH OF BAR = WIDTH OF <br />OPENING-r BEAM DESIGNATION <br />OR r� <br />8x8 PRE -CAST CONCRETE <br />LINTEL, W/O STEEL (Li) REFER <br />TO PLAN FOR LOCATIONS Tnc <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 />SIZE .300 MIN EMBEDMENT 1 <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) 23/16 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />SIZE.145 MIN HEAD SIZE .300 <br />MIN EMBEDMENT 1 114") 8" <br />FROM EACH END AND to <br />O.C. MAX. MIN 1-114" <br />EMBEDMENT <br />2x8 (MIN 2 X 3) 2.3f16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT i 2X4 SOLID BLOCKING - <br />1/4") 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'=1'-a <br />SINGLE #5 CORNER <br />BAR, 30x30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />PROVIDE #5 BAR <br />T EACH SIDE <br />A <br />STEEL REINF. OF OF ELEVATION <br />BOND. BEAM CHANGE <br />CHANGE IN <br />DDELEVATION OF BOND BEAM <br />SCALE: 3/4'=1'-0' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32780 <br />PH: 407-7744078 <br />FAX: 407-7744078 <br />wwwabdeNgngmup.com <br />L AA N: 0003325 <br />Q <br />O <br />aysaiv. & Z.07! <br />ABBOTT PARK <br />LOT #5 <br />BLK. #8 <br />P1WOJ1 ' <br />I 04181.00t05082 <br />MODRU <br />4EBB <br />"1828-CALI" <br />OARAos OW► HICk <br />RIGHT <br />PAGM <br />DETAILS <br />160 MPH EXP. C <br />sCA=- 1/4"=1'-0" <br />o3ve r <br />S2.1A <br />