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NOTES TO THE INSPECTOR/CONTRACTOR TYP. 9W 115 <br />1. PLACE LINTEL ACROSS TOP OF OPENING. 61 <br />BOND BEAM <br />BOTTOM <br />2. IF STEEL IS REQUIRED PLACE#5 BAR IN LINTEL* <br />.r4V 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />VW PLACE STEEL HEIGHT. <br />OF REINFORCING(L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1)#5 BAR CONTINUOUS AROUND <br />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. TVP. 8'ki6' fo <br />#5 CORNER BAR W/ 30" LAP FOR EACH <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH ALINTEL THE BOTTOM BOND BEAM <br />O� / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL <br />COURSE OF BOND BEAM <br />/ REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 <br />/ <br />THE <br />TOP THE LINTEL <br />/ 8. UNO MASONRY BEAM IS TO BE NOT LESS THAN i6' DEEP. <br />VERTICAL REBAR VW 10" HOOI( <br />��Q <br />P05� � 8x16 DBL BOND TOP OF <br />QEL� BEAM W/ #5 BAR BOND BEAM <br />�\0��.`L 9 <br />EACH COURSE <br />Bx8 BOND BEAM TOP OF <br />OQ��Vt� W/(1)#5 BAR BOND BEAM <br />30" TYPICAL <br />F = FILLED W/ GROUT <br />I �0� U = UNFILLED GROUT SOLID FROM TOP <br />NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH # OF #5'S, IN 2ND BOND BEAM <br />BEAM COURSE <br />#5 BAR IN BOND BEAM <br />SEE NOTE 5 <br />�/c <br />o 16-1T/1B <br />M�� �RETE <br />LINTELN7(1)#5CBAR(L2) <br />NOMINAL MASONRY <br />p. <br />LENGTH OF BAR=WIDTH OF <br />Q HEIGHT <br />CORNER <br />0 OPENING_1. <br />#OF#5EAMC BEAM DESIGNATION <br />BOND BEAM COURSE OR <br />REINFORCING OF BOND BEAM <br />IT IS THIS ENGINEER'S INTENT #OF#5'S, BOTTOM Bx8 PRE -CAST CONCRETE G SCALE 34'"=1'-0' <br />'� <br />THAT XFXX-1T/1M/OB INDICATESA DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(Lt)REFER <br />SCALE: 3/4"=1'-0" <br />AND XFXX - 1T/OM/0B INDICATES SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOP <br />OF OPENING <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3) 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 />#5 BAR BENT <br />AS SHOWN <br />3 19 <br />PRE-CAST.a <br />2A (MIN 2 X 3) 2-3/16 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SILL z <br />- SLOPE <br />SIZE.145 MIN HEADSIZE.300 <br />MIN EMBEDMENT 1 1/4") 8" <br />FROM EACH END AND 18" <br />7 <br />O.C. MAX. MIN 1-1/4" <br />O ' Z� <br />m <br />EMBEDMENT <br />4 <br />2x8 (MIN 2 X 3) 2-3/16 <br />TAPCON VE PIN N <br />OPEN FACE SHELL SO <br />SHANK SIZE .11 5I MIN HEAD <br />AS ALLOW BENT <br />OO <br />2X4 SOLID BLOCKING <br />BAR BE C D IN <br />1S/14'E 83 fROM EACH END AND SECURE TO SHEATHING W/ <br />UPPER AND LOWER <br />#5 MIN. REQUIRED IN <br />18" O.C. MAX. MIN 1-114" MIN. 2-12d PER BLK. EA END <br />BOND BEAM <br />EACH CELL HOOKED IN <br />EMBEDMENT <br />TOP BOND BEAM VW <br />7116" OS8 SHEATHING <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />CMU WALL <br />SILL CONSTRUCTION <br />��� <br />CORNER BARS <br />`* <br />ARCHWAY FRAMING DETAIL <br />AT CORNER STEP <br />SCALE: 7 12"=1'-P <br />rJ <br />J SCALE:34"=1 0 <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 />a I <br />I <br />SINGLE #5 CORNER <br />BAR, 3OX30 TURNED Up <br />ORTURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />6 <br />II I II / <br />ER <br />PROVIDE #5 BAR <br />OR DOUBLE REINF. BAR(S), <br />AT EACH SIDE <br />STEEL REINF. OF OF ELEVATION <br />ENSURE THPIER GROUTS BENEATH <br />BOND. BEAM CHANGE <br />�XAT <br />LINTEL <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />7 <br />SCALE: 3/a"=1'-0' <br />6 SINGLE LINTEL, MULTIPLE OPENINGS <br />SCALE: 3/4"=1'-0' <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />W W W.abd¢SI81L(,R'08P.Com <br />AA #: 0003325 <br />d <br />O <br />O <br />9 <br />BUDDIV at Wo <br />SILVERADO <br />LOT #53 <br />BLK. #6 <br />pitoamT/1 <br />04128.002-53061 <br />MODaL <br />4EGB <br />"GALEN" <br />GARAGE SIVIMO: <br />RIGHT <br />PACE: <br />DETAILS <br />150 MPH EXP. B <br />ROLW <br />A. <br />L AR NO 987= � <br />DRMT <br />A 1/18/19 <br />11CALE: 1/4"=1'-0" <br />01HEET <br />s2.1A. <br />