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NOTES TO THE INSPECTOR/CONTRACTOR TIP <br />i. PLACE LINTEL ACROSS TOP OF OPENING. <br />r <br />BOND BEAMB'z8 <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 />\ PLACE STEEL HEIGHT. <br />( REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH #5 BAR CONTINUOUS AROUND <br />(1) <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 #6 BAR IN EACH COURSE, TYP. 8'xi6' <br />6. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />#5 CORNER BAR W/ 30' LAP FOR EACH <br />O� / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL <br />1#6 <br />COURSE Of BONG BEAM <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />TOP OF THE LINTEL, <br />8. <br />6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEER — <br />VERTICAL REBAR W/ 1O" HOOK <br />r.� ez18 DBL. BOND TOP OF <br />/ <br />QEiF' BEAM W/ (1) #5 BAR BOND BEAM <br />EACH COURSE <br />8x8 BOND BEAM <br />\ <br />• Q W/(1)05 BAR .y: BOND BEAM <br />30" TYPICAL <br />FO F=FILLED W/ GROUT <br />I .��0 U = UNFILLED GROUT SOLID FROM TO <br />NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH # OF#6'S, IN 2ND BOND BEAM <br />BEAM COURSE <br />#6 BAR IN BONG BEAM <br />SEE NOTE 5 <br />�/c <br />�16-1T/1 B LINTEL WC(1) ff5 BA�RR(L2)E <br />NOMINAL LENGTH OF BAR =WIDTH OF MASONRY <br />Q HEIGHT # OF #5'S, TOP <br />$' OPENING-2" <br />CORNER <br />BOND BEAM COURSE OR 2 BEAM DESIGNATION <br />REINFORCING OF BOND BEAM <br />IT IS THIS ENGINEERS INTENT # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE <br />SCALE: 3/4'=1'-0" <br />THAT XFXX - 1 T/1 M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(Ll) REFER <br />AND XFXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS T <br />OF OPENING <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3) 1-3116 <br />SINGLE BOND BEAMA <br />TAPCON OR DRIVE PIN (MIN <br />AT HIGHER ELEVATION <br />SHANK SIZE.146 MIN HEAD <br />WINDOW <br />SIZE .300 MIN EMBEDMENT 1 <br />SINGLE BOND BEAM <br />1/4-) 8- FROM EACH END AND <br />AT LOWER ELEVATION <br />18' O.C. MAX. MIN 1-19' <br />EMBEDMENT <br />#5 BAR BENT <br />AS SHOWN <br />3 <br />2z6 (MIN 2 X 3) 2-W18 TAPCON <br />PRE -CAST .a 1b. <br />OR DRIVE PIN (MIN SHANKIt <br />WINDOW <br />SIZE.146 MIN HEAD SIZE .300 <br />SILL <br />MIN EMBEDMENT 1 1/4") 8" <br />SLOPE <br />FROM EACH END AND 18' <br />70' <br />1-1A1' <br />'1:O0 <br />^ <br />EMBEDMENT <br />i <br />2X8 (MIN 2 X 3) 2-3116 <br />TAPCON OR DRIVE PIN (MIN <br />OPEN FACE SHELEN L SO <br />SHANK SIZE.146 MIN HEAD <br />ASTO <br />MIN EMBEDMENT 1 2X4 SOLID BLOCKING <br />SIZE .300FROM <br />BAR O BEPL PLACED IN <br />CCH END AND <br />EACH SECURE TO SHEATHING W/ <br />UPPER AND LOWER #5 MIN. REQUIRED IN <br />18" O,C. MAX. MIN 1-1/4". MIN. 2-12d PER BILK EA. END <br />VCMU <br />BOND BEAM <br />EACH CELL HOOKED IN <br />EMBEDMENT <br />TOP BOND BEAM Wl <br />7116" OSB SHEATHING <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />WALL <br />SILL CONSTRUCTION <br />CORNER BARS <br />4 <br />ARCHWAY FRAMING DETAIL <br />AT CORNER STEP <br />SCALE: 1 1!2 =1'-0 <br />5 SCALE: 3/4"=14" <br />3 <br />SCALE: 3/4"=1'-0' <br />PROVIDE 3" DIA. HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />.% I I <br />s I <br />I <br />SINGLE #5 CORNER <br />ED <br />30x3O TURN UP <br />STEEL REINF. OF <br />ORTURNED DOWN INTO <br />FILLED CELL BOND. BEAM <br />6 <br />II I II / <br />IIII/MAI 8x8 CMU PIER <br />PROVIDE #6 BAR <br />W/ SINGLE OR DOUBLE REINF. BAR(S), <br />AT EACH SIDE <br />SEE PLAN. <br />II / <br />STEEL REINF. OF OF ELEVATION <br />ENSURE THAT PIER GROUTS BENEATH <br />BONO.BEAM CHANGE <br />LINTEL. <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />7 <br />SCALE: 3l4"=1'-0" <br />6 SINGLE LINTEL, MULTIPLE OPENINGS <br />SCALE: 314'=1'-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abdoe4ftmup.com <br />L AA 0: 0003325 <br />q <br />v <br />sysa:v. & LOTs <br />ABBOTT PARK <br />LOT #34 <br />BLK. #S <br />PUOJWT#1 <br />MODZ e - 4 <br />083 <br />3EEB <br />"2260—EISTON" <br />GARAOR DWDM: <br />RIGHT <br />PAOX: <br />DETAILS <br />160 MPH EXP. C <br />