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#5 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: 2/4•=1'-0' <br />PLACE STEEL <br />REINFORCING (L2) <br />AS DEPICTED HEREIN. <br />�PEF�P <br />F :FILLED W/ GROUT <br />U = UNFILLED <br />NOTES TO THE INSPECTOR/CONTRACTOR <br />1. PLACE LINTEL ACROSS TOP OF OPENING. <br />TYP. 8.1. <br />BOND BEAM CO 1#5 <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 />1#5 <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. <br />TYP. 8'X16' io <br />S. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM <br />BOND BEAM <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 />1#5 <br />TOP OF THE LINTEL. <br />e. , <br />o <br />6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP, <br />n <br />WIDTH *OF #5'S, IN 2ND BOND <br />BEAM COURSE <br />�1�16-1T/l M/ B <br />HEIGHT <br />IT IS THIS ENGINEER'S INTENT <br /># OF #SS, TOP <br />BOND BEAM COURSE <br />THAT XFXX - ITHM/OB INDICATES A DOUBLE BOND BEAM # OF WE, BOTTOM <br />AND XFXX - IT/06WB INDICATES A <br />IT IS THIS ENGINEERS INTENT <br />SINGLE BOND BEAM PLACED IN LINTEL <br />AND XUXX -1T/1 MNB INDICATES A <br />DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />AND XUXX - 1T/OIN013 INDICATES A <br />SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />WINDOW <br />PRE -CAST <31/4' <br />WINDOW e.' <br />SILL Z <br />V <br />SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />4 SCALE: 1 1!2'=1'-0' <br />SX16 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 />.ti; BONDBEAM <br />GROUT SOLID FROM <br />TOP <br />LINTEL TO TOP OF BOND <br />OF OPENING <br />BEAM, IF FILLED LINTEL, <br />SEE NOTE 5 <br />8X8 PRE -CAST CONCRETE <br />LINTEL W/ (1) #5 BAR (L2) <br />LENGTH OF BAR = WIDTH OF <br />MASONRY <br />OPENING .2 <br />BEAM DESIGNATION <br />OR <br />e� <br />81B PRE -CAST CONCRETE <br />L SCALE: 3/4'=1'-0' <br />LINTEL, W/O STEEL (LI) REFER <br />TO PLAN FOR LOCATIONS <br />T..o . <br />PRECAST HEADER(MIN) <br />20 (MIN 2 X 3) 1-3/16 <br />TAPOON 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 />2X6 (MIN 2 X 3) 2-3116 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />SIZE.146 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) 2-3/16 <br />TAPOON 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 DETAILS <br />I - <br />SINGLE #5 CORNER <br />STEEL REINF. OF <br />BAR, TURNED UP <br />OR TURNED DOWN INTO <br />FILLED CELL BOND. BEAM <br />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 BL <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />w W w.abdeslgngroup.com <br />L AA #: 0003325 <br />q <br />C <br />b <br />of <br />SvnDLV. as LC <br />ABBOTT PARK <br />LOT #14 <br />BLK #10 <br />PROJRCTi/ <br />04181.000-14101 <br />MODEU <br />4EBB <br />"1828-CALI" <br />GARAGE STrWO: <br />LEFT <br />PAOM <br />DETAILS <br />%160 MPH EXP. C <br />