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#6 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'-0' <br />IT IS THIS ENGINEERS INTENT <br />THAT XFXX - 1 T11 WOB INDICATES A DOUBLE BOND BEAM <br />AND XFXX - 1T/0M/0B INDICATES A SINGLE BOND BEAM <br />WINDOW <br />PRE -CAST +a31/4" <br />H <br />WINDOW <br />SILL = <br />SLOPE <br />PLACE STEEL <br />REINFORCING (1-2) <br />AS DEPICTED HEREIN. <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) #6 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 #6 BAR IN EACH COURSE. <br />S. 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. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />F = FILLED W/ GROUT <br />U = UNFILLED <br />OMINAL (�# OF #5'S, IN 2ND BOND <br />IIDTH BEAM COURSE <br />16-1 T/1 M/ 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 yr=r-o• <br />TYP.8^X8" �01 <br />BOND BEAM <br />TYP. 8'XIW <br />BOND BEAM <br />8x16 DBL. BOND TOP OF <br />BEAM W/(1)#6 BAR BOND BEAM <br />EACH COURSE <br />8x8 BOND BEAM -19 <br />W/ (1) #5 BAR .�: BONO BEAM <br />GROUT SOLID FROM P <br />LINTEL TO TOP OF BOND OF OPENING <br />BEAM } <br />8x8 PRE-CASTCONCRETE <br />LINTEL W/ (1) #6 BAR (L2) <br />LENGTH OF BAR = WIDTH OF MASONRY <br />OPENING-7 BEAM DESIGNATION <br />8x8OR '1 <br />LINTEL, <br />PRE -CAST CONCRETE SCALE: 3/4"=1'-0' <br />LINTEL, W/0 STEEL (L1) REFER <br />TO PLAN FOR LOCATIONS Tn . <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3) <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 <br />114") 8" FROM EACH END AND <br />18" O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />2x6 (MIN 2 X 3) 2-3116 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 />2X8 (MIN 2 X 3) 2-3/18 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.146 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING - <br />1/4') 8' FROM EACH END AND SECURE TO SHEATHING W/ <br />18" O.C. MAX. MIN 1-114" MIN. 2-12d PER BILK EA END <br />EMBEDMENT <br />OSB SHEATHING <br />WALL <br />5 ARCHWAY FRAMING DETAIL <br />SCALE: 3l4'=1'-0' <br />L <br />SINGLE #5 CORNER <br />BAR, 30X30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />PRO <br />RATOEACH SIDE <br />#5 BAR <br />STEEL REINF. OF OF ELEVATION <br />BOND.BEAM CHANGE <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />SCALE: 3/4"=V-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abd"Wigroup.com <br />AA 8: 0003325 <br />aai <br />$all <br />L�L <br />C <br />NJ; <br />aysnty r t�oa� <br />ABBOTT PARK <br />LOT #9 <br />BLK- #10 <br />P1tOJ!!CT <br />04 -0 102 <br />HODzu <br />4EBB <br />"1828—CALL" <br />GARAGM swtNO: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />Dw1� 11/25/19 <br />sRffiSP <br />S2.1A <br />