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NOTES TO THE INSPECTOR/CONTRACTOR <br />TYP. 8"X811 1#5 <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BONOBEAM <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />HEIGHT. <br />REINFORCING (L2) 4. THE LAST COURSE WILL BE A BONO BEAM WITH (1)#5 BAR CONTINUOUS AROUND <br />AS DEPICTED HEREIN. <br />STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST <br />'B'xEl <br />TWO COURSES ARE BONO BEAMS WITH A#5 BAR IN EACH COURSE. TYP. 8 1. <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND AM <br />#5 CORNER BAR W/ 30" LAP FOR EACH <br />R Wl 30' LAP FOR E <br />COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED, THE STEEL <br />COURSE OF BOND BEAM <br />NO BEAM <br />REINFORCING FOR THE BOTTOM 13OND BEAM IS TO BE CONTINUOUS THROUGH THE <br />TOP OF THE LINTEL. <br />VERTICAL REBAR W/ iOr'HOOK <br />R W, .., HOOK <br />b: 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />8xlS DBL. SON D TOP OF <br />BEAM W/ # R BOND BEAM <br />5: <br />(1) <br />EACH COURSE <br />OA4CH <br />SX8 BOND BEAM <br />W/ (1) #5 BAR BON BEAMfo_ <br />30" TYPICAL <br />F --FILUED WIGROUT <br />U UNFILLED OM OP <br />GROUT SOLID FROM <br />PENNG <br />F OF .1 <br />NOMINAL LINTEL TO TOP OF BOND <br />#5 BAR IN BOND BEAM <br />WIDTH # OF #5'S IN 2ND BOND BEAM FFILLEDLINTEL. <br />BEAM C&RSE SEE NOTE 5 <br />JBOND <br />8X8 PRE -CAST CONCRETE <br />T <br />6-1 T/1 B L <br />LINTEL Wl (1) #6 BBAR (1.2) <br />NOMINAL I T MASONRY <br />'S, LENGTH OF BAR WIDTH OF <br />HEIGHT # OF #5'S, TOP OPENING - 2" <br />CORNER <br />IT IS THIS ENGINEERS INTENT BOND BEAM COURSE OR BEAM DESIGNATION <br />OF BEAM <br />THAT XFXX - lT/lM/0B INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM 8XB PRE -CAST CONCRETE <br />T <br />(--j�\.REIN.FORCING BOND <br />AND XFX)' - ITIOMMB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, WIO STEEL (0) REFER <br />k SCALE: 314!'=l'-(Y' <br />IT IS THIS ENGINEER'S INTENT <br />AND X ITtl WOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS TOP oo, <br />UNTELUXX <br />AND XUXX 1TIOWOB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />2x4 (MIN2X3)1-3/16 <br />SINGLE BOND BEAM <br />TAPCON OR DRIVE PIN (MIN <br />AT HIGHER ELEVATION <br />SHANK SIZE. 145 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 1-1/4" <br />EMBEDMENT <br />#58ARBENT <br />ASSHOWN <br />2x6 (MIN 2 X 3) 2-Wl 6 TAPCON <br />PRE -CAST ..31 <br />4 <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SIZE.145 MIN HEAD SIZE.300 <br />SILL <br />MIN EMBEDMENT 1 IX-) S" <br />SLOPE <br />FROM EACH END AND i&' <br />D.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />2xB (MIN 2 X 3) 2-3116 <br />TAPCON OR DRIVE PIN (MIN <br />OPEN FACE SHELL SO <br />SHANK SIZE.145 MIN HEAD <br />AS TO ALLOW BENT <br />SIZE 300 MIN EMBEDMENT i SOLID BLOCKING <br />BAR TO BE PLACED [IN <br />114-) 8- FROM EACH END AND SECURE TO SHEATHING Wl <br />UPPER AND LOWER #5 MIN. REQUIRED IN <br />18" O.C. MAX. MIN 1-1/4" ; MIN. 2-12d PER BLK, EA. END <br />BOND BEAM EACH CELL HOOKED IN <br />EMBEDMENT <br />TOP BOND BEAM W/ <br />7116" OSB SHEATHING <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />CMU WALL <br />SILL CONSTRUCTION <br />CORNER BARS <br />ARCHWAY FRAMING DETAIL <br />AT CORNER STEP <br />PROVIDE 3" DIA. HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />—THROUGH LINTEL. <br />SINGLE #5 CORNER <br />BAR, 3040 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND.BEAM <br />BX8 CMU PIER <br />N-4__ PROVIDE #5 BAR <br />W/ SINGLE OR DOUBLE REINF. BAR(S), <br />AT EACH SIDE <br />SEE PLAN. <br />STE =L REINF. OF OF ELEVATION <br />ENSURE THAT PIER GROUTS BENEATH <br />BOW6.13EAM CHANGE <br />LINTEL. <br />CHANGEIN <br />ELEVATION OF BOND BEAM <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />A A C N I T I C T I <br />6 <br />Design <br />GrIoNjoina <br />41 N. RONALD REAGAN BLV <br />LONGWOOD FL32750 <br />PH: 407-7�4-6078 <br />FAX: 407-774-4078 <br />www.abdeWpgroup com <br />AA 0: 0003325 <br />r DRAFTING—BY.- <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />.8 28 <br />BD <br />Illik I.- =26 2 go <br />a <br />BUDDIV. S. LM <br />SILVERADO <br />LOT #23 <br />BLK #10 <br />PROJECT# <br />DXILA <br />2795-F <br />CAMAGM B'WMCI* <br />RIGHT <br />PACE: <br />DETAILS <br />%,150 MPH EXP. Bl <br />F'C= 10/30 <br />8CALX: 1/4"=l'—O" <br />8*7T <br />S AA <br />