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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10" <br />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />SCALE: 3/4"=1'-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 #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) #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 />O� F=FILLED WI GROUT <br />U = UNFILLED <br />NOMINAL <br />WIDTH <br /># OF #5'S, IN 2ND BOND <br />BEAMCOURSE <br />T/1(41/(B <br />�16-1 <br />NOMINAL <br />HEIGHT # OF <br />BOND <br />#5'S, TOP <br />BEAM COURSE <br />IT IS THIS ENGINEER'S INTENT <br />THAT XFXX- IT/1MIOB INDICATES A DOUBLE BOND BEAM # OF #5'S. BOTTOM <br />AND XF)O(- IT/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX - IT/IMMS INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />AND XUXX- 1TIOM/08 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />WINDOW <br />PRE -CAST .31/4" <br />WINDOW z <br />SILL z <br />a SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />4 SCALE: 1 1/2„=1,-01 1/2"=1'-0" <br />BOND BE" <br />BOND BEAM <br />�1#5 <br />1#5 <br />TYR B"xi6" <br />BOND BEAM <br />•': <br />i#5 <br />8x16 DBL. BOND TOP OF <br />BEAM W/ (1) #5 BAR BOND BEAM <br />EACH COURSE <br />8X8 BOND BEAM <br />TOP OF <br />W/ (1) #5 BAR <br />.` BOND BEAM <br />GROUT SOLID FROM <br />OP <br />LINTEL TO TOP OF BOND <br />OF OPENING <br />BEAM, IF FILLED LINTEL. <br />SEE NOTE 5 <br />8x8 PRECAST CONCRETE <br />LINTEL W/ (1) #5 BAR (L2) <br />LENGTH OF BAR = WIDTH OF <br />MASONRY <br />OPENING-7 <br />BEAM DESIGNATION <br />OR <br />8x8 PRECAST CONCRETE <br />SCALE:-"=1'-0" <br />LINTEL, W/O STEEL (0) REFER <br />TO PLAN FOR LOCATIONS <br />Tnc - <br />PRECAST HEAOER(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 />114-) 8" FROM EACH END AND <br />18"O.C. MAX. MIN 1-114" <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 (MIN2 X3)2-3116 <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 />ARCHWAY FRAMING DETAILS <br />5 SCALE: 3l4" =1'-0" <br />I — <br />SINGLE #5 CORNER <br />BAR, 3OX30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL N J BOND. BEAM <br />—'1 PROVIDE #5 BAR <br />AT EACH SIDE <br />STEEL REINF. OF OF ELEVATION <br />BOND.BEAM CHANGE <br />CHANGEIN <br />ELEVATION OF BOND BEAM <br />1441 N. RONALD REAGAN 8L <br />LONGWOOD,FL32760 <br />PH: 407-77443078 <br />FAX 407-774.4078 <br />www.abdosigngroup.corn <br />L AA #: 0003325 <br />O <br />b <br />� <br />kbk <br />6 <br />SVHDIV. & LOT: <br />ABBOTT PARK <br />LOT #2 <br />BLK #15 <br />PROJECT# <br />04181.000-02151 <br />MODEIa <br />4EBB <br />"1828-CALF" <br />GARAGE EWU40: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />