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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 1V' HOOK- <br />30" TYPICAL <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 />F - FILLED W/ GROUT <br />U = UNFILLED <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 />` <br />WIDTH /� # OF #5'S, IN 2ND BOND <br />BEAM COURSE <br />16-1 T/1 M/ B <br />Q <br />NOMINAL —�� <br />HEIGHT <br />9 <br /># OF #5'S, TOP <br />IT IS THIS ENGINEER'S INTENT <br />BOND BEAM COURSE <br />THAT XFXX- 1T/iWOB INDICATES A DOUBLE BOND BEAM # OF #SS, BOTTOM <br />AND XFXX-1T/OM/OB INDICATES A <br />SINGLE BOND BEAM PLACED IN LINTEL <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX- lT/iM/0B INDICATES A <br />DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />AND XUXX- iTNM/06 INDICATES A <br />SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />WINDOW <br />PRE -CAST' 3114" <br />WINDOW Z �' <br />SILL g <br />a SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />4 SCALE: 1 1/2"=V-0" <br />TYR x8" BOND <br />�1#5 <br />BOND BEAM <br />1#5 <br />TYR 8"x16" <br />BONDBEAM <br />1#5 <br />BX16 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 />.M. SONDBEAM <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 (L.2) <br />LENGTH OF BAR = WIDTH OF <br />MASONRY <br />OPENING -r' <br />BEAM DESIGNATION <br />OR <br />rf <br />8x8 PRE -CAST CONCRETE <br />G SCALE: <br />LINTEL, W/0 STEEL (Li)REFER <br />TO PLAN FOR LOCATIONS <br />rno . <br />PRECAST HEADER(MIN) <br />(MIN 2 3)1 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK <br />SHANK SIZE. MIN 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) 2-3/16 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />SIZE.145 MIN HEAD SIZE .300 <br />MIN EMBEDMENT 1 1l4")8" <br />FROM EACH END AND 18" <br />O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />2x8 (MIN 2 X 3) 23/16 <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 BILK. EA. END <br />EMBEDMENT <br />OSB SHEATHING <br />WALL <br />ARCHWAY FRAMING DETAIL <br />SCALE: 3/4"=1'-0" <br />li N. RONALD REAGAN Ell <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX 407.774.4076 <br />www.abdosipgroup.com <br />AA #: 0003325 <br />Z <br />4n <br />i{1 <br />a <br />Z <br />aUDDIV as rJoT: <br />ABBOTT PARK <br />LOT #5 <br />BLK #15 <br />PROJECT# <br />04181.000-05151 <br />MODMA, <br />1408" <br />"DAKOTA" <br />OARAGE 8WING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />