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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL RESAR W/ 10' HOOK <br />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />SCALE: 3/4"=i'-0' <br />PLACE STEEL <br />REINFORCING (L2) <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 #6 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) #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 />P� <br />F = FILLED W/ GROUT <br />U = UNFILLED <br />IOMINAL <br />VIDTH <br /># OF #5'S, IN 2ND BOND <br />,BEAM COURSE <br />ill/ B <br />�„16-1 `T/1 <br />NOMINAL <br />HEIGHT <br /># OF #TS, TOP <br />BOND BEAM COURSE <br />IT IS THIS ENGINEERS INTENT # OF #5 S, BOTTOM <br />THAT XFXX - 1T/i M108 INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL <br />AND XFXX - 1T/0M/0B INDICATES SINGLE BOND BEAM <br />WINDOW _T <br />PRE -CAST '3114." <br />WINDOW <br />SILL <br />SLOPE <br />5 <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />4 SCALE: 1 1/2"=1'-0" <br />BOND E <br />BOND BEAM <br />1#5 <br />TYP. 8'k16" <br />6 <br />BOND BEAM <br />,•'; <br />xT� <br />Bx16 DBL. BOND TOP OF <br />BEAM W/ (1) 05 BAR BOND BEAM <br />EACH COURSE <br />8x8 BOND BEAM T <br />W/ (1) #5 BAR .`; BOND BEAM <br />GROUT SOLID FROM TOP <br />LINTEL TO TOP OF BOND OF OPENING <br />BEAM <br />8x8 PRE -CAST CONCRETE <br />LINTEL W/ (1) #5 BAR IN MASONRY <br />LENGTH OF BAR = WIDTH OF <br />OPENING _2" <br />OR BEAM DESIGNATION <br />8x8 PRE -CAST CONCRETE SCALE: 3/4"=1'-0" <br />LINTEL, W/O STEEL (L1)REFER <br />TO PLAN FOR LOCATIONS Tnc . <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3)1416 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 <br />1/4'1 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 1 114") 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 />18" O.C. MAX. MIN 1-1/4' MIN. 2-12d PER BLK EA. END <br />EMBEDMENT <br />OSB SHEATHING <br />WALL <br />ARCHWAY FRAMING DETAIL <br />5 SCALE: 3/4'=1'-0' <br />L <br />SINGLE 96 CORNER <br />BAR, 3000 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />PRATOVIDEACH SIDE <br />its BAR <br />STEEL REINF. OF OF ELEVATION <br />BOND. BEAM CHANGE <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />SCALE: 3l4'=i'-0' <br />4 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdeaWWoup.com <br />AA M: 0003325 <br />b <br />OL <br />L <br />au <br />YY <br />1J¢1 <br />O <br />susaiv ea Loan <br />ABBOTT PARK <br />LOT #10 <br />BLK. #7 <br />41 <br />P O '6 71 <br />MOaar"A <br />4EBB <br />"1828—CALI" <br />OAJtAOa OWDFO: <br />LEFT <br />PAOM <br />DETAILS <br />160 MPH EXP. C <br />t V'C <br />DATM 12/05/ie <br />scALM 1/4"=1'-0" <br />DIRE r <br />S2.1A <br />