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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10" HOOK <br />30" TYPICAL <br />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />') <br />SCALE: 3/4"=1'-0" <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP.8'k6" <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM CO 7#5 <br />rC 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />PLACE STEEL H3. EIGHCE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING �e <br />OF T. <br />REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />r\C# 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 05 BAR IN EACH COURSE. TYP. 8"rzi6" <br />FL4 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />O� COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 1#5 <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />/ / 4 TOP OF THE LINTEL. <br />\�' O 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. B <br />p$5' F� 8x16 DBL. TOP OF <br />QPF' BEAM W/ (1) 0 BAR BOND BEAM <br />•\O EACH COURSE <br />\r\G 8x8 BOND BEAM TOP OF <br />• O�G� W/(1)#5 BAR .ti. BOND BEAM <br />I \Y\O� U =UNFILLED F FILLED / GROUT GROUT SOLID FROM TOP <br />O NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH # OF #5'S, IN 2ND BOND BEAM <br />BEAM COURSE <br />SEE NOTE 5 <br />16-1 T/ 1 Bx8 PRE -CAST CONCRETE <br />NOMINAL—� LINTEL WI (i) #5 BAR (L2) <br />LENGTH OF BAR = WIDTH OF MASONRY <br />HEIGHT #OF #5'S,TOP OPENING-2" <br />BOND BEAM COURSE OR 2 BEAM DESIGNATION <br />IT IS THIS ENGINEER'S INTENT 7#0F#5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 3l4"=1'-0" <br />THAT XFXX-1T/1 M/0B INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER <br />AND XFXX - iT/0M/0B INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS T <br />OF OPENING <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3)1.VI6 <br />TAPCON OR DRIVE PIN (MIN <br />ANK SIZ. 145 MIN HAD <br />WINDOW <br />SIZE .300 MEN EMBEDMENT i <br />114") 8" FROM EACH END AND <br />i 8"O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />2x6 (MIN 2 X 3) 2-3/16 TAPCON <br />"3 1l4" <br />PRE -CAST -.a <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SIZEA45 MIN HEAD SIZE .300 <br />SILL <br />MIN EMBEDMENT 1 1/4") 8" <br />SLOPE <br />FROM EACH END AND 18" <br />O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />2x8 (MIN 2 X 3) 2.3/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING <br />1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ <br />18" O.C. MAX. MIN 1-114" MIN. 2-12d PER BLK. EA. END <br />EMBEDMENT <br />SHEATHING <br />TYPICAL MASONRY WINDOW <br />CMU WALL <br />SILL CONSTRUCTION <br />ARCHWAY FRAMING DETAIL <br />SCALE: 3/4"=1'-0" <br />r <br />SINGLE #5 CORNER <br />BAR, 30x30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />PROVIDE #5 BAR <br />AT EACH SIDE <br />SREINF. OF <br />TEEL OF ELEVATION <br />BONO.BEAM CHANGE <br />CHANGEIN <br />ELEVATION OF BOND BEAM <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32760 <br />PH: 407-7746078 <br />FAX 407-774-4078 <br />www.abdealgngroup.00m <br />AA #: 0003325 <br />QZ <br />a <br />O <br />W <br />� <br />D <br />gg <br />OU13DIV. 4. I.07: <br />SILVERADO <br />LOT 1 <br />BLK 19 <br />P1ROJECT# <br />04128.002 01191 <br />MODZ i <br />4EBB <br />"1828-CALM" <br />GARAGE 8KING: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />mm <br />DAM 03/04/20 <br />MICA=: 1/4"=1'-0" <br />SFIEET <br />S2.1A <br />