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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10" HOOK <br />#5 BAR IN BOND BEAM <br />REINFORCING OF BOND BEAM <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP 8'k6" 1#5 <br />,. 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�G <br />PLACE STEEL HEIGHT. <br />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. TYR 8'ki6" b <br />pJE / 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM = <br />/ 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 1 <br />TOP OF THE LINTEL. <br />VpN� 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN i6" DEEP. <br />PB FfE 8xl6 DEL BOND TOP OF <br />/ 2 19 BEAM W/(1)#5 BAR BOND BEAM <br />yA04p EACH COURSE <br />• <br />• dx0 WB(1 #5 BAR BOND TOP OF <br />BOND BEAM <br />F =FILLED W/ GROUT ��'30"TYPICAL SpU = UNFILLED GROUT SOLID FRNOMINAL LINTEL TO TOP OOFOPENINGWIDTH # OF #5'S, INE BONDBEAM, IF FILLED <br />BEpAM COURSE SEE NOTE 5 <br />16-1T/1 / p 8x8 PRE -CAST CNOMINAL—LINTEL W FBA HEIGHT #OF#S'S, TOP OPENINLENGTH -Z' MASONRY <br />OPENING-7'CORNER IT IS THIS THATXFXXNGTNEE'roRS INTENT BINCATESADOUBLEBONDBEAMDBEAMCOURSE #OF#5'S,BOTTOM BxBPRECASTCBEAM DESEGNATION <br />OR <br />IREFER, <br />ANDXFXX- 1TMM/OB INDICATES A SINGLE BOND BEAM PLACED IN LIN TEL LINTEL, W/O STEIT ISTHIS ENGINEER'S INTENT TO PLAN FOR LO <br />AND XUXX - 1 T/lMNB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP <br />LINTEL OF OPENING <br />AND XUXX - IT/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />DBL. BOND BEAM <br />AT HIGHER ELEVATION <br />2x4 (MIN 2 X 3)1-3116 <br />TAPCON OR DRIVE PIN (MIN <br />DBL. BOND BEAM <br />SHANK SIZE.145 MIN HEAD <br />AT LOWER ELEVATION <br />WINDOW <br />SIZE.300 MIN EMBEDMENT 1 <br />i14") 8" FROM EACH END AND <br />18" O.C. MAX. MIN 1-114' <br />#5 BAR BENT <br />AS SHOWN <br />_ <br />EMBEDMENT <br />2.6 (MIN 2 X 3) 2-3/18 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />PRE -CAST <br />SIZE.145 MIN HEAD SIZE.300 <br />WINDOW <br />MIN EMBEDMENT 1 1/4")2s' <br />SILLFROM <br />EACH END AND iITLOPE <br />v <br />O.C. MAX. MIN <br />§ <br />EMBEDMENT <br />OPEN FACE SHELL SO <br />2x8 (MIN 2 X 3) 2�/16 <br />AS TO ALLOW BENT <br />TAPCON DRIVE PIN (MIN <br />BAR TO BE PLACED IN <br />SIR <br />SHANK SIZE.145 MIN HEAD <br />UPPER AND LOWER <br />MIN NT 1 2X4 SOLID BLOCKING <br />EAND <br />BOND BEAM #5 MIN. REQUIRED IN <br />1 41Z e" FROM EACE.300 <br />) HEND SECURE T W/ <br />EACH CELL HOOKED IN <br />18" O.C. MAX. MIN 1-1/4" PER <br />MIN, 2-124 PER BLK. EA. END <br />VCMUWALL <br />TOP BOND BEAM W/ <br />EMBEDMENT <br />STANDARD ACI HOOK <br />7/16' OSB SHEATHING <br />CORNER BARS <br />TYPICAL MASONRY WINDOW <br />AT CORNER STEP <br />SILL CONSTRUCTION <br />ARCHWAY FRAMING DETAILS <br />5 <br />PROVIDE 3" DIA. HOLE IN <br />LINTEL SO THAT VERT, <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />I <br />SINGLE #5 CORNER <br />4 <br />BAR, 30X30 TURNED UP <br />g . <br />OR TURNED DOWN INTO STEEL REINF. OF <br />ep�` II / <br />FILLED CELL BOND. BEAM <br />8x8 CMU PIER <br />W/ SINGLE OR DOUBLE REINF. SARIS), <br />PROVIDE 45 BAR <br />SEE PLAN. <br />I I / <br />AT EACH SIDE <br />STEEL REINF. OF OF ELEVATION <br />ENSURE THAT PIER GROUTS BENEATH <br />BOND. BEAM CHANGE <br />LINTEL. <br />CHANGEIN <br />ELEVATION OF BOND BEAM <br />7 <br />SCALE: 3/4"=T-O" <br />��� SINGLE LINTEL, MULTIPLE OPENINGS <br />V SCALE: 3/4"=1'-0" <br />IN. <br />RONALD REAGAN 81 <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774,4078 <br />www.abdesigngroup.com <br />AA #: 0003326 <br />r <br />13 <br />I� <br />F <br />ounDIV. a# LOT: <br />ABBOTT PARK <br />LOT #9 <br />BLK #9 <br />PROJffiCT�y <br />04181.000-09091 <br />MODEU <br />4EAB <br />"1672-ARIA" <br />GARAGE DTIaWNG: <br />RIGHT <br />PAGIM <br />DETAILS <br />160 MPH FV. C <br />