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IF <br />#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REB*RWIIWHOOK. <br />#5 B <br />CORNER <br />REINFORCING OF BOND BEAM <br />1 SCALE: 3/4'=1'-0" <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP. 8"16" yII� <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM I 1' <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. '1r <br />�\, PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />�O REINFORCING (L2) 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#5 <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"06" <br />FLP 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL <br />/ / TOP FORCOF E G FORTHE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE a-1#5 <br />/ A\C\ Q 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />/ �5• F(�P� 8z16 DBI. BONG TOP OF <br />BOND BEAM <br />•\O EACH COURSE <br />G 8x8 BOND BEAM TOP OF <br />BEAM W/(1)#S1.01 <br />• OQ�G�\� WI (1) #5 BAR .y _ BOND BEAM <br />F = FILLED W/ GROUT <br />•(\AO U =UNFILLED GROUT SOLID FROM NOMINAL LINTELTO TOP OF BOND OPENING <br />WIDTH /� # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. <br />BEAM COURSE SEE NOTE 5 <br />M/ B 8x8 PRE -CAST CONCRETENOMINAkl6-lT/1 <br />LINTEL W/(1)#5 BAR (L2) <br />QQ- HEIGHT # OF #5'S, TOP LENGTH OF BAR = WIDTH OF MASONRY <br />6 OPENING - 2" <br />IT IS THIS ENGINEER'S INTENT BOND BEAM S,TOP COURSE OR 2 BEAM DESIGNATION <br />THAT XFXX-1T/1 MIOB INDICATES A DOUBLE BOND BEAM #OF#VS, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 3/4"=l'-0" <br />AND XFXX - 1T/0M/08 INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL. W/O STEEL (L1) REFER <br />IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS <br />AND XUXX - lT/l M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED G <br />LINTEL OF OPENING <br />AND XUXX- iT/0Ml0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />2x4 (MINN 2X3)1-3I16 <br />TAPCON OR DRIVE PIN (MIN <br />SIZE. 145 MINDT <br />WINDOW <br />SIZEE..300 MIN EMB DMENK i <br />1/4") 8" FROM EACH END AND <br />18" O.C. MAX. MIN 1414" <br />EMBEDMENT <br />2x8 (MIN 2 X 3) 2-3116 TAPCON <br />. 3 1/4" <br />PRE -CAST - _a <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 1-1W <br />^ <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 />VCMUWALL <br />EMBEDMENT <br />SB <br />7/1SHEATHING <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />4 SCALE: 1 1/z"=1'-O" <br />ARCHWAY FRAMING DETAIL <br />5 <br />SCALE: 3/4"=1'-0" <br />1441 N. RONALD REAGAN BI <br />LONGWOOD,FL32750 <br />PH: 407-774,8078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />L AA #: 0003325 <br />r <br />6 <br />O <br />a <br />SVHDIV. ac I.OT <br />ABBOTT PARK <br />LOT #14 <br />BLK #15 <br />PROJECT# <br />04181.000-14151 <br />"' <br />1408" <br />"DAKOTA" <br />GARAGE 8wiNG: <br />RIGHT <br />PAGI: <br />DETAILS <br />160 MPH EXP. C <br />