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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BONO BEAM <br />VERTICAL REBAR W/ 1W HOOK <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 />1. PLACE LINTEL ACROSS TOP OF OPENING. <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) 45 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 #5 BAR IN EACH COURSE. <br />E 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. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 15" DEEP. <br />05 BAR IN BOND BEAM <br />S'S <br />IN2 <br />WIDTH /BEAM COURSE D BOND <br />BEAM COURSE <br />CORNER <br />1 o.ot o <br />0. Q� <br />16-1 T/1 M/ B <br />NOMINAL�� <br />HEIGHT # OF #5'S, TOP <br />BOND BEAM COURSE <br />REINFORCING OF BOND BEAM <br />IT IS THIS ENGINEER'S INTENT # OF *5'8, BOTTOM <br />THAT XFXX - iT/iM/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL <br />SCALE: 3/4"=1'-0" <br />AND XFXX - 1T/OM/08 INDICATES A SINGLE BOND BEAM <br />WINDOW <br />PRE -CAST -31'4" <br />a <br />WINDOW <br />SILL Z <br />SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />TYP. <br />BOND BEAM <br />AM <br />#5 <br />TYP. B'k18' <br />jp <br />BOND BEAM <br />Bx18 DBL BOND TOP O <br />BEAM W/ (1) fly BAR BOND SEAM <br />EACH COURSE <br />8xS BOND BEAM T P <br />W/(1)05 BAR .y�: BOND BEAM <br />GROUT SOLID FROM <br />LINTEL TO TOP OF BOND OF OPENING <br />BEAM <br />Sx8 PRE -CAST CONCRETE <br />LINTEL W/F #5BAR IDT MASONRY <br />13 <br />LENGTH OF BAR = WIDTH OF <br />OPENING-2 BEAM DESIGNATION <br />OR 2 <br />8xB PRE -CAST CONCRETE <br />LINTEL, W/O STEEL (LI) REFER <br />TO PLAN FOR LOCATIONS mo . <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 />18" O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />24 (MIN 2 X 3) 2-3116 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />SIZE.145 MIN HEAD SIZE .300 <br />MIN EMBEDMENT 11W)8' <br />FROM EACH END AND 18' <br />O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />2x8 (MIN 2X3)2.3/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 <br />SOLID BLOCKING — <br />1/4") 8" FROM EACH END AND <br />/2X4 <br />SECURE TO SHEATHING WY <br />18" O.C. MAX. MIN 1.1/4" <br />MIN. 2-12d PER BILK EA END <br />EMBEDMENT <br />OSB SHEATHING <br />WALL <br />5 ARCHWAY FRAMING DETAIL <br />SCALE: 3/4"=1'-0' <br />jF <br />SINGLE #5 CORNER <br />BAR, 3000 TURNED Up'___\jZ7 <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 />CHANGE IN <br />ELEVATION OF BOND BEAM <br />7 SCALE: 3/4"=1'-0' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-7744078 <br />FAX: 407-774.4078 <br />www.abdeslgngroup.com <br />L AA #: 0003325 <br />a <br />111411111 <br />t <br />O <br />oumly ae MMEM <br />SILVERADO <br />LOT #7 <br />BLK #17 <br />P1WJmCT <br />04 I-07 71 <br />moDmu <br />4EBB <br />"1828—CALI" <br />oAFtAlos BTM0 k <br />RIGHT <br />1p nk <br />DETAILS <br />150 MPH EXP. B <br />