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#5 CORNER BAR W/ 30' LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10' HOOK <br />3D' TYPICAL <br />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />1 <br />SCALE 3/4"=1,-0„ <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP 6,6. <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1 <br />ec 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />E�e <br />PLACE STEEL EIGHT. <br />REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />aG AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1 <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 6'x16" fp <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />OJT / 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 />TOP OF THE LINTEL <br />/ A �otk. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. <br />8x16 D8L BOND TOP OF <br />/ ��•?' 0QE\F' BEAM W/(1)#56AR BOND BEAM <br />•\O `r EACH COURSE <br />• TC.�\M OND BEAM TOP OF <br />W1(B #5 BAR BOND BEAM <br />�C F = FILLED W/ GROUT .y <br />q\AO U =UNFILLED GROUT SOLID FROM T <br />31\� NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH # OF #8S, IN 2ND BOND BEAM, IF FILLED LINTEL <br />BEAM COURSE <br />p SEE NOTE 5 <br />16-1 T/1 v 8xS PRE -CAST CONCRETE <br />LINTEL W/ Q�SGF�� NOMINAL—�� LENGTH OFiBAR -WDITHOF MASONRY <br />0 OPENING <br />Q HEIGHT #OF#5'S,TOP BEAM DESIGNATION <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR <br />TfWT XFXX-IT/1 Mf0B INDICATES A DOUBLE BOND BEAM #OF WS, BOTTOM 8x8 PRE -CAST CONCRETE SCALE:34"=1' Y' <br />AND XFXX-7T/�4De INDICATES BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(LI) REFER <br />IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS <br />AND XUXX -1T/1 MOOS INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP <br />LINTEL OF OPENING <br />AND XUXX - IT/DMAB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3)13/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />' <br />WINDOW <br />SIZE .300 MIN EMBEDMENT 1 <br />1/4') 6' FROM EACH END AND <br />16. O.C. MAX. MIN 1-1hf' <br />EMBEDMENT <br />2x6 (MIN 2 X 3) 23/16 TAPCON <br />.3 im <br />PRE -CAST -e <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SIZE.145 MIN HEAD SIZE .300 <br />SILL <br />MIN EMBEDMENT 1 1/4'� 6' <br />- SLOPE <br />FROM EACH END AND 18" <br />O.C. MAX. MIN 1-1/4" <br />ff <br />EMBEDMENT <br />Z(8 (MIN 2 X 3)23/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING <br />1/4") Er'FROM EACH END AND SECURE TO SHEATHING W/ <br />/7/16'OSB <br />16.O.C. MAX. MIN 1-114" MIN. 2-12d PER BLK EA. END <br />EMBEDMENT <br />TYPICAL MASONRY WINDOW <br />CMU WALLATHING <br />MU WALL <br />SILL CONSTRUCTION <br />4 .1,n_,.p, <br />5 ARCHWAY FRAMING DETAIL <br />SCALE: 3/4"=1'-0" <br />r <br />SINGLE #5 CORNER <br />BAR, 3Dx30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />PROVIDE #5 BAR <br />AT EACH SIDE <br />STEEL REINF. OF OF ELEVATION <br />BOND.BEAM CHANGE <br />CHANGEIN <br />ELEVATION OF BOND BEAM <br />7 SCALE: 3/4"=1'-0" <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX 407-7744078 <br />wwwsbdesigngroup.com <br />L AA ffi: 0003325 A <br />I1�a$y <br />1 <br />will <br />i <br />IF <br />C <br />5 <br />e <br />s <br />mmmmoom <br />atmDiv. a# LOT <br />SILVERADO <br />LOT 22 <br />BLK 18 <br />P1ROdECT# <br />04128.002 22181 <br />MODEIe <br />4EBB <br />"1828—CALL" <br />GARAGE 9111IING: <br />LEFT <br />PAGE <br />DETAILS <br />150 MPH EXP. B <br />