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95 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10" HOOK — <br />30" TYPICAL <br />#5 BAR IN BOND BEAM <br />OPEN FACE SHELL SO <br />AS TO ALLOW BENT <br />BAR TO BE PLACED IN <br />UPPER AND LOWER <br />BONDBEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />SCALE; 3l4"=1'-0" <br />-#5 MIN. REQUIRED IN <br />EACH CELL HOOKED IN <br />TOP BOND BEAM W/ <br />STANDARD ACI HOOK <br />CORNER BARS <br />3 AT CORNER STEP <br />SCALE: 314"=1'-0" <br />PROVIDE Y DIA. HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />PLACE STEEL <br />REINFORCING (L2) <br />AS DEPICTED HEREIN. <br />Pg6�F�f� <br />.Q� <br />NOTES TO THE INSPECTOR/CONTRACTOR <br />TYP. 8"xs" m 1#5 <br />1. PLACE LINTEL ACROSS TOP OF OPENING. <br />BOND BEAM <br />2. IF BOTTOM STEEL IS REQUIRED PLACE 95 BAR IN LINTEL. <br />3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />8" <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"xt6" <br />5. 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 />I. 8„ I• <br />6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />A�-�F <br />T F = FILLED W/ GROUT <br />•(BOO U=UNFILLED <br />.r1Np NOMINAL # OF #5'S, IN 2ND BOND <br />WIDTHOF <br />COURSE <br />16-1 T/1 ICA/ <br />NOMINAL=� <br />P� HEIGHT # OF #5'S, TOP <br />B <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE <br />THAT XFXX - iT/1M/0B INDICATES A DOUBLE BOND BEAM <br /># OF #65, BOTTOM <br />AND XFXX- ITPoMMS INDICATES A SINGLE BOND BEAM <br />PLACED IN LINTEL <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX-1T/1M/DB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />AND XUXX - iT/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />WINDOW <br />PRE -CAST •3114" <br />WINDOW <br />q <br />SILL Z <br />E <br />- SLOPE <br />TYPICAL MASONRY WINDOW <br />i1 SILL CONSTRUCTION <br />SCALE :1tn"=r-0" <br />SINGLE #5 CORNER 1 <br />BAR, 3OX30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />LE REINF. BARS PROVIDE #5 BAR <br />l) AT EACH SIDE <br />STEEL REINF. OF OF ELEVATION <br />3ROUTS BENEATH BOND.BEAM CHANGE <br />CHANGEIN <br />D7ELEVATION OF BOND BEAM <br />CALE: 314"=1'-0" <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />8xl6 DBL. BONG 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 />.y: BOND BEAM <br />GROUT SOLID FROM <br />TOP <br />LINTEL TO TOP OF BONG <br />OF OPENING <br />BEAM, IF FILLED LINTEL. <br />SEE NOTE 5 <br />8x8 PRECAST CONCRETE <br />BAR <br />LENGTH Or BARB OF <br />MASONRY <br />OPENING-2" <br />BEAM DESIGNATION <br />OR <br />n <br />8x8 PRECAST CONCRETE <br />LINTEL, W/O STEEL (Lt) REFER <br />TO PLAN FOR LOCATIONS <br />T(10 <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3) 1-3116 <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 1-14' <br />EMBEDMENT <br />2x6 (MIN 2 X 3) 2-3M 6 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />SIZE.145 MIN HEAD SIZE .300 <br />MIN EMBEDMENT 1 114') 8' <br />FROM EACH END AND 18" <br />O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />2x8 (MIN 2 X 3) 2-3116 <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 1-114" MIN. 2-12d PER SLK. EA END <br />EMBEDMENT <br />6" OSB SHEATHING <br />IU WALL <br />ARCHWAY FRAMING DETAILS <br />5 SCALE: 314" = V-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abd-igngroup.com <br />AA III.0003325 A <br />m <br />h <br />a <br />2 <br />� <br />60 <br />U <br />ll <br />0 <br />3 <br />—LLL <br />9 <br />SunDiv. de IAT: <br />ABBOTT PARK <br />LOT #6 <br />BLK. #11 <br />PROJECT# <br />04181.000-06111 <br />MODEL" <br />3EAB <br />"1504- ALLEX" <br />GARAGE SVWG- <br />LEFT <br />PAGE: <br />DETAILS <br />16o JRH EXQkj <br />