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IF <br />#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR N 10' HOCK <br />i <br />TYPICAL <br />#5 BAR IN BOND BEAMBEAM <br />OF BOND BEAM <br />3/4"=1'-O" <br />NOTES TO THE INSPECTOR/CONTRACTOR TIP 8- I 5 <br />1. PLACE LINTEL ACROSS TOP OF OPENING BOND BEAM ro 10 <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL* <br />PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />V� PLACE STEEL HEIGHT. <br />REINFORCING(L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1)#6 BAR CONTINUOUS AROUND <br />AS DEPICTED HEREIN, STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST t#5 <br />V / TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"x18' )p <br />�EiPv 5. SHOULD THE DOUBLE BOND BEAM COINCIDE NTH A LINTEL THE BOTTOM BOND BEAM <br />O / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />/ TOP OF THE LINTEL. <br />1 8„ <br />a Q 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />p05' Sx16 DBL BOND TOP O <br />pP� BEAM W/ #5 BAR BOND BEAM <br />�Qta EACH COURSE <br />• <br />• Q Y W/(1)1S BAREAMF = FILLED N GROUT30" <br />I AU = UNFILLED GROUT SOLID FRT P` 9 NOMINAL LINTEL TO TOP OOF OPENING <br />WIDTH # OF #5'S, IN 2ND BOND BEAM <br />COURSESEE NOTE 5 <br />Bx8 BOND SEAMT�.' <br />NN Q �16-1 T/1 ill/ B LINTELWf((11) BANOMINAL LENGTH OF BARMASONRY <br />HEIGHTBOF#BEATOPMC �EAM DESIGNATION <br />OPENING-2'CORNER BOND BEAM COURSE ORnREINFORCING <br />IT IS THIS ENGINEER'S INTENT # OF #5'S, BOTTOM 8x8 PRE -CAST CO2 SCALE: 3/4"=T-0" <br />THAT XFXX-17/Mto B INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STESCALE: <br />AND XFXX - 7T/OMfO8 INDICATES A SINGLE BOND BEAM TO PLAN FOR LOTOP <br />OF OPENING <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3)1-3H6 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE. 145 MIN HEAD <br />WINDOW <br />SIZE. 300 MIN EMBEDMENT 1 <br />1 f4") 6" FROM EACH END AND <br />18" O.C. MAX. MIN 1. W <br />EMBEDMENT <br />2A (MIN 2 X 3) 2-3/16 TAPCON <br />PRE-CAST <br />OR DRIVE PIN(MIN SHANK <br />WINDOW <br />SIZEA45MIN HEAD SIZE.300 <br />8LOPE <br />ffs <br />FROM EACH END AND 18' <br />O.C. MAX. MIN 1-114" <br />m <br />EMBEDMENT <br />2x8 (MIN 2X 3)2-3118 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE, 146 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 1-1/4" MIN. 2-12d PER BLK EA END <br />VCMU <br />EMBEDMENT <br />ATHING <br />MASONRY WINDOW <br />WALLTYPICAL <br />WALL <br />SILL CONSTRUCTION <br />4 BCALE:112=1-0' <br />5 ARCHWAY FRAMING DETAIL <br />SCALE: 3f4"=1'-0" <br />,1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdosigngmup.com <br />AA #: 0003325 <br />glUDDIV. A# IAT. <br />SILVERADO <br />LOT #9 <br />BLK. #11 <br />[pno"wTip <br />04128.002-09111 <br />moDul. <br />4EBB <br />"1828-CAU" <br />0AV.A0Z OW Ma: <br />RIGHT <br />PALM <br />DETAILS <br />%150 MPH EXP. B <br />DATM 10/23/18 <br />&CALF:1/4'=1'-0" <br />altz= <br />S2.IA 00 <br />