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05 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/,0' HOOK <br />LHJ <br />30" TYPICAL <br />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />SCALE: 3/4"=1'-0" <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP.6"xg' ff;a— #5 <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />PLACE STEEL 3 PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />�0 REINFORCING (12) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#6 <br />TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYR VIX16" 'tp <br />�FIP 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />O, / 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 />G \r1 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />/ / _q$ �F'O 8x16 DBL. BOND OP OF <br />BEAM W/ (1) #5 BAR BOND BEAM <br />#\O�� 9 EACH COURSE <br />O 8x8 BOND BEAM TOP OF <br />W/(1)05 BAR .*. BOND BEAM <br />F =FILLED W/ GROUT <br />qt\O U =UNFILLED GROUT SOLID FROM TOP <br />f1\� NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH # OF #5'S, IN 2ND BOND BEAM <br />BEAM COURSE <br />SEE <br />pSEE NOTE 5Q 6-1T/1P 8x8 PRE -CAST CONCRETE <br />'q5 fG� LINTEL W/ (1) #5 BAR (12) <br />y- �F NOMINAL LENGTH OF BAR = WIDTH OF MASONRY <br />e� HEIGHT #OF AWS, TOP Q OPENING-2' <br />BOND BEAM COURSE OR 2 BEAM DESIGNATION <br />IT IS THIS ENGINEER'S INTENT #OF#5'S,BOTTOM 6X8PRE-CAST CONCRETE SCALE:34'"=1'-0 <br />THAT XFXX - 1T/1M/O8 INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (LI) REFER <br />AND XFXX - 1T/OM/O8 INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TO <br />OF OPENING 40 <br />PRECAST HEADER(MIN) <br />2X4 (MIN 2 X 3)1-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />WINDOW <br />SIZE .300 MIN EMBEDMENT 1 <br />1/4") 6' FROM EACH END AND <br />18" O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />3'1 „ <br />2X6 (MIN 2 X 3) 2-3/16 TAPCON <br />PRE -CAST Q <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SIZE.145 MIN HEAD SIZE .300 <br />SILL <br />MIN EMBEDMENT 1 1/4') 8' <br />SLOPE <br />FROM EACH END AND 18' <br />O.C. MAX. MIN 1-1/4"' <br />m <br />EMBEDMENT <br />2X8 (MIN 2 X 3)2a16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE.300 MIN EMBEDMENT, 2X4 SOLID BLOCKING <br />114") S" FROM EACH END AND SECURE TO SHEATHING W/ <br />/7/16'OSB <br />16, O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA END <br />vCMUWA" <br />EMBEDMENT <br />SHEATHING <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />4 SCALE: , 1/2'=1'-(Y' <br />c ARCHWAY FRAMING DETAIL <br />•J SCALE: 3/4"=1'-0" <br />1441 N. RONALD REAGAN Bl <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-774.4078 <br />www.abdosigngroupcom <br />AA,i: 0003325 <br />