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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10' HOOK-, <br />30" TYPICAL <br />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />SCALE: 3/4"=1'-0" <br />aG��pF <br />V� <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 BONO BEAM WITH (1) #5 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 />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, UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />` WIDTH # OF #5'S, IN BOND <br />BEAM COURSE <br />N5 F" NOMINAL)-16-1 T/1 / B <br />9 Q�� HEIGHT # OF #5'S, TOP <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE <br />THAT XFXX - 1T/1M/08 INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM <br />AN O XFXX- IT/OMB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX - 1T/IM/00 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />WINDOW <br />PRE -CAST • 3 1/4" <br />WINDOW i <br />SILL <br />a SLOPE <br />M <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />TYR B 8" BOND <br />BOND BEAM <br />�,#5 <br />1#5 <br />TYP. B"x16" <br />;o <br />BOND BEAM <br />y!, <br />1#5 <br />8x16 DBL. BOND TOP OF <br />BEAM W/ (1) #5 BAR BOND BEAM <br />EACH COURSE <br />8x8 BOND BEAM <br />W/(1)#5 BAR <br />GROUT SOLID FROMTO <br />P <br />LINTEL TO TOP OF BONDOF <br />OPENING <br />BEAM, IF FILLED LINTEL.SEE <br />NOTE 5 <br />8x8 PRE -CAST CONCRETELINTEL <br />FBONDIIE,AM <br />W/ (1)#6 BAR (L2)LENGTH <br />OF BAR = WIDTH OFMASONRY <br />OPENING-2" <br />BEAM DESIGNATION <br />OR <br />8x8 PRE -CAST CONCRETESCALE: <br />3/4"=1'-0" <br />LINTEL, W/O STEEL (L1) REFERTO <br />PLAN FOR LOCATIONS <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3) I-W16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 <br />1l4") 8" FROM EACH END AND <br />18"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 />SIZE.145 MIN HEAD SIZE .300 <br />MIN EMBEDMENT 1 1/4") 8" <br />FROM EACH END AND 18" <br />O.C. MAX. MIN 1-114" <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 />114") 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: 3l4"=1'-0" <br />1 — <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 />AT EACH SIDE <br />STEEL REINF. OF OF ELEVATION <br />BOND, BEAM CHANGE <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />JUL <br />1441 N. RONALD REAGAN 8L <br />LONGWOOD,FL327W <br />PH: 407-7744078 <br />FAK 407-7744078 <br />W W W.Bbdesigngroup.com <br />l AA #: 0003325 <br />b <br />"aD <br />all <br />11111111 <br />Y! <br />Im <br />X <br />0 <br />rmumm ae X.07il <br />SILVERADO <br />LOT #42 <br />BLK #18 <br />04128.002-42181 <br />moDulu <br />4EBB <br />"1828-CALI" <br />GARAGE 8WING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />DAPS"" 07/27/20 <br />acALS: 1/4"=1'-0- <br />aiISST <br />s2.1A <br />