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k5 CORNER BAR W/ 30' LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ IO' HOOK <br />k5 BAR IN BOND BEAM <br />CORNER <br />1 REINFORCING OF BOND BEAM <br />SCALE: 3/4'=1'-0' <br />PLACE STEEL <br />REINFORCING (1-2) <br />AS DEPICTED HEREIN. <br />P P��PO <br />,Q <br />F = FILLED W/ GROUT <br />U = UNFILLED <br />SI 'X,o 8F16-1T/1 <br />NOMINAL—� <br />QP HEIGHT k OF k5'S, TOP <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE <br />THAT XFXX -1 Tn MVOB INDICATES A DOUBLE BOND BEAM <br />AND XF%%- iTAMVOB INDICATES A SINGLE BOND BEAM <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX -1T/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />WINDOW —Ai ' <br />PRE -CAST +3 14' <br />WINDOW a' <br />SILL Z <br />a <br />SLOPE <br />m <br />NOTES TO THE INSPECTOR/CONTRACTOR <br />1. PLACE LINTEL ACROSS TOP OF OPENING. <br />2. IF BOTTOM STEEL IS REQUIRED PLACE k5 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) k5 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 k5 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. LIND COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 1 S' DEEP. <br />k OF k5'S, IN 2ND BOND <br />BEAM COURSE <br />7—B <br />k51S, BOTTOM <br />PLACED IN LINTEL <br />TYPICAL MASONRY WINDOW <br />4 SILL CONSTRUCTION <br />SCALE: 1 1/2'=1'•0' <br />BOND BEAM <br />BOND <br />* 8 <br />1k6 <br />TYP. B'x18' <br />jp <br />BOND BEAM <br />!; <br />8x18 DBL, BOND TOP OF <br />BEAM W/ (1) k5 BAR BOND BEAM <br />EACH COURSE <br />SXB BOND BEAM <br />TOP OF <br />W/ (1) #5 BARI <br />BOND BEAM <br />GROUT SOLID FROMTOP <br />LINTEL TO TOP OF BOOF <br />OPENING <br />BEAM, IF FILLED LINTSEE <br />NOTE 5 <br />Sx8 PRE -CAST CONCRLINTEL <br />W/ (1) k5 BAR (LENGTH <br />OF BAR= WI <br />MASONRY <br />OPENING-2' <br />BEAM DESIGNATION <br />OR8X8 <br />PRE -CAST CONCLINTEL,W/OSTEEL <br />(LTO <br />PLAN FOR LOCATIme <br />.. <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') e' FROM EACH END AND <br />1S. 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 />SRE.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 />2x8 (MIN 2 X 3) 2-3/16 <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 W/ <br />Iw 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'-O' <br />1 <br />SINGLE k5 CORNER <br />BAR, 30ED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />x30 TURN <br />FILLED CELL BOND. BEAM <br />PROVIDE k5 BAR <br />STEEL REINF. OF AT EACH SIDE <br />OF ELEVATION <br />BOND. BEAM CHANGE <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />1441 N. RONALD REAGAN BL <br />LONGWOOD,FL32750 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />www.abdoeigngmup.com <br />L AA N: 0003325 <br />as <br />t <br />2 <br />C <br />sal <br />mmmmw <br />9UDDIV. Aa LOT: <br />SILVERADO <br />LOT #27 <br />BLK #18 <br />PmJmcT* <br />04128.002-27181 <br />MODZI A <br />4EBB <br />"1828-CALI" <br />DA %Aaa SWMG: <br />RIGHT <br />PAGZ: <br />DETAILS <br />%150 H EXF <br />