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#5 CORNER BAR W/ 30' LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REB*HOOK <br />BA <br />CORNER <br />REINFORCING OF BOND BEAM <br />1 SCALE: 3/4"=1'-0" <br />NOTES TO THE INSPECTOR/CONTRACTOR T.p 8"X(I <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM <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 />\,\ PUCE STEEL HEIGHT. <br />�OF REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />NG� 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"x16" io <br />�silP` 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />OJ 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 1#5 <br />/ TOP OF THE LINTEL. <br />6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP.�p <br />ND TOP OF <br />BEAM W/ (1�#5 BAR BOND BEAM <br />•\OEACH COURSE <br />C7 8x8 BOND BEAM TOP OF <br />• ��Ea\� WI(i)if5BAR .�. BOND BEAM <br />F FILLED <br />.Y\WIL ED/ GROUTGROUT SOLID FROM TOPNOMINAL LINTELTO TOP OF BOND OF OPENING <br />WIDTH # OF #5'S, IN 2ND BOND BEAM IF FILLED LINTEL.#5 <br />BEAM COURSE SEE NOTE 5 <br />Ag\ 16-1 T/ 1 B 8x8 PRECAST CONCRETE <br />p�' (�FF'� NOMINAL—�� LINTEL W/(1)#50AR (L2) MASONRY <br />Q� HEIGHT # OF #5'S, TOP LENGTH OF BAR = WIDTH OF <br />0 OPENING - 2" <br />IT IS THIS ENGINEER'SINTENT BOND BEAM COURSE OR 2 BEAM DESIGNATION <br />THAT XFXX-IT/1W0B INDICATES A DOUBLE BOND BEAM #OF#VS. BOTTOM 8x8 PRECAST CONCRETE <br />AND XFXX- iLOM OB 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-1T11M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP <br />LINTEL OF OPENING <br />AND XUXX - iT/0MNB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />DBL. BOND BEAM <br />AT HIGHER ELEVATION <br />2x4 (MIN 2 X 3)1-W16 <br />TAPCON OR DRIVE PIN (MIN <br />DBL. BOND BEAM <br />SHANK SIZE.145 MIN HEAD <br />MIN EMBEDMENT I <br />AT LOWER ELEVATION <br />WINDOW <br />1Sj4) 83 ROM EACH END AND <br />MIN 1-1/4" <br />#5 BAR BENT <br />AS SHOWN <br />EMBEDMENT <br />TAPCON <br />2x6 (MIN 2 X 3) 2-3/16 <br />OR DRIVE PIN (MIN SHANK <br />PRE -CAST 'a 1' <br />SIZE. 145 MIN HEAD SIZE .300 <br />WINDOW <br />MIN EMBEDMENT 1 1147 8" <br />SILL g <br />FROM EACH END AND 18" <br />a SLOPE <br />O.C. MAX. MIN 1-114" <br />4 <br />EMBEDMENT <br />2x8 (MIN 2 X 3) 23H 6 <br />OPEN FACE SHELq <br />TAPCON OR DRIVE PIN (MIN <br />AS TO ALLOW BE <br />SHANK SIZE.145 MIN HEAD <br />BAR TO BE PLACE <br />SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING <br />UPPER AND LOWE5 MIN. REQUIRED IN <br />BOND BEAM <br />114� 8' FROM EACH END AND SECURE TO SHEATHING W/ <br />EACH CELL HOOKED IN <br />18" O.C. MAX. MIN 1-1/4' MIN. 2-12d PER BLK. EA. END <br />TOP BOND BEAM W/ <br />EMBEDMENT <br />STANDARD ACI HOOK <br />7116" OSB SHEATHING <br />CORNER BARS <br />TYPICAL MASONRY WINDOW <br />CMU WALL <br />AT CORNER STEP <br />SILL CONSTRUCTION <br />ARCHWAY FRAMING DETAIL <br />J <br />`r <br />G <br />v2 <br />SCALE: 3/4'=1'-0" <br />SCALE: 11/2"=1'-0" <br />SCALE: 3/4"=1'-0" <br />>r <br />PROVIDE 3" DIA. HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />> I <br />I <br />SINGLE #5 CORNER <br />p" <br />I I <br />BAR, 30x30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />II I II / <br />8x8 CMU <br />W/SINGINGLE OR DOUBLE REINF. BAR(S), <br />II PIER <br />PROVIDE #5 BAR <br />AT EACH SIDE <br />SEE PLAN. <br />/ <br />STEEL REINF. OF OF ELEVATION <br />ENSURE THAT PIER GROUTS BENEATH <br />BOND. BEAM CHANGE <br />LINTEL. <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />7 =1'-0" <br />SCALE: 3/4 <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />6 <br />SCALE: 3/4"=1'-0" <br />1441 N. RONALD REAGAN BI <br />LONGWOOD, FL327W <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdes(gngroup.com <br />AA #: 000=5 <br />R <br />Zy� <br />di <br />• <br />LL11 <br />O <br />J <br />V <br />Q <br />L <br />ell <br />I <br />I <br />oil <br />sl <br />SUBEIM & LOT. <br />ABBOTT PARK <br />LOT ##35 <br />BLK. ##9 <br />PROJECT,p <br />04181.000-35091 <br />1[ODEL <br />4EAB <br />"1672-ARIA" <br />OARACE SWMG: <br />RIGHT <br />1 PAGE: <br />DETAILS <br />160 MPH EXP. C <br />f <br />3/14/20 <br />CALE: 1/4"=1'-0" <br />HET E <br />s2.1A <br />