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NOTES TO THE INSPECTOR/CONTRACTOR <br />TYR 8"xW m 1#5 <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 />PLACE STEEL <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. TYP. 8"xt6" <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL <br />1#5 <br />COURSE OF BOND BEAM <br />REINFORCINGFOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />TOP OF HLINTEL. <br />a: 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />VERTICAL REBAR W/ 10" HOOK <br />Q <br />F�f. 8x16 DBL. BOND TOP OF <br />p05' <br />9?z BEAM W/ (1)#5 BAR BOND BEAM <br />$ EACH COURSE <br />•\Q <br />G 8x8 BOND BEAM TOP OF <br />• W/(1)#5 BARBOND BEAM <br />30" TYPICAL <br />�Op�G�\� <br />F = FILLED W/ GROUT <br />OP <br />I .�\a0 U = UNFILLED GROUT SOLID FROM NAPE <br />.p1\Q NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. <br />#5 BAR IN BOND BEAM <br />BEAM COURSE SEE NOTE 5 <br />�/c <br />t: CONCRETE <br />16-1 T/ 1 B <br />�GQ <br />LINTEL Wl� #5 BAR <br />PQ�y�F HEIGHT TOP LENGTH OF BAR = WIDTH OF MASONRY <br />CORNER <br />0" OPENING - 2" <br />IT IS THIS ETHATXFXXNGT/iM/OBINDICATESADOUBLEBONDBINEEWS INTENT OMDBEAMCOURSE <br />2 BEAM DESIGNATION <br />#OF#5'S,BOTTOM 8x8 PRE -CAST CONCRETE <br />OREINFORCING OF BOND BEAM <br />AND XFXX - IT/0M/0B INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(LI) REFER <br />SCALE: 3/4"=l'-0" <br />IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS TOP <br />AND XUXX - 1T/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED Is <br />LINTEL OF OPENING <br />AND XUXX - 1T/OM108 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3) "/16 <br />SINGLE BOND BEAM <br />TAPCON OR DRIVE PINI <br />AT HIGHER ELEVATION <br />SHANK SIZE.145 MIN H <br />WINDOW <br />SIZE .300 MIN EMBEDM <br />SINGLE BOND BEAM <br />1/4") 8" FROM EACH EN <br />AT LOWER ELEVATION <br />18" O.C. MAX. MIN 1-1/4 <br />EMBEDMENT <br />#5 BAR BENT <br />AS SHOWN <br />„3 <br />2x6 (MIN 2 X 3) 23/16 T <br />PRE-CAST 19" <br />OR DRIVE PIN (MIN SHA <br />WINDOW <br />SIZE.145 MIN HEAD SIZ <br />SILL <br />MIN EMBEDMENT i V4"SLOPE <br />FROM EACH END AND <br />7p. <br />O.C. MAX. MIN 1-1/4" <br />'L <br />m <br />EMBEDMENT <br />R <br />2x8 (MIN 2X 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 1 2X4 SOLID BLOCKING — <br />BAR TO BE PLACED IN <br />1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ <br />/7116" <br />UPPER AND LOWER <br />#5 MIN. REQUIRED IN <br />18" O.C. MAX. MIN 1-114" MIN. 2-12d PER BILK. EA. END <br />VCMUWALL <br />BOND BEAM <br />EACH CELL HOOKED IN <br />EMBEDMENT <br />TOP BOND BEAM WI <br />OSS SHEATHING <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />CORNER BARS <br />ARCHWAY FRAMING DETAIL <br />AT CORNER STEP <br />3 <br />SCALE: 3!4"=1'-0" <br />v <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 />BAR, 3OX30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />0 <br />I) I (I <br />� 8x8 CMU PIER <br />PROVIDE #5 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 />BOND. BEAM CHANGE <br />LINTEL. <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />7 <br />SCALE: 3/4"=1' 0" <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />V SCALE: 314"-1'-0" <br />rA RC Ii IT IC T1 <br />6 <br />Grown <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />L AA #: 0003325 J <br />F <br />y <br />r, <br />sF <br />9 <br />stmDm to LOT: <br />SILVERADO <br />LOT: 19 <br />BLK: 14 <br />PROJECT, <br />03719.000-19141 <br />MODEL: <br />"2045-LANTANA" <br />GARAGE OWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />50 MPH E . <br />