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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR VOW HOOK <br />30" TYPICAL <br />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />SCALE: 3/4"=1'-a' <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP. 8Nr <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1#6 <br />2. IF BOTTOM STEEL IS REQUIRED PLACE#5 BAR IN LINTEL 8" <br />V 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <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 1Y6 <br />�\. TWO COURSES ARE BOND BEAMS WITH A #6 BAR IN EACH COURSE. TYP. 8"x18' 7p <br />pP 6. 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 <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE i#6 TOP OF THE LINTEL 8„ <br />A" \\i• O S. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN W DEEP. - <br />/ S 8x18 DBL BONTOP OF <br />G <br />BOND BEAM <br />EACH LOUR <br />• 8.8 BOND BEAM <br />�OQ\ W/(1)#6 BAR ".4: BONO BEAM <br />F =FILLED WV/GROUT _ <br />.��0 U UNFILLED GROUT SOLID FROM TOP <br />.pl\� NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH # OF #5'S, IN 2ND BOND BEAM <br />BEAM COURSE SEEN OTE 5 <br />`�'A �`\N• a 16-1T/1 �/c B LINTEL W/C(1)#58ARNOMIRETE <br />HEIGHT—� LENGTHOF BAR=WIDTH OF MASONRY <br />#OF +FBEAMP OPENING-2" BEAM DESIGNATION <br />BONG BEAM COURSE OR <br />IT IS THIS ENGINEER'S INTENT 0OF#5'S,BOTTOM 8x8 PRE -CAST CONCRETE SCALE:34"=1'-a' <br />THAT XFXX-1T/1M/08 INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(LI) REFER <br />AND XFXX - 1T/0M/0B INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS ME <br />OF OPENING <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3) 1-3/18 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />WINDOW <br />SIZE .300 MIN EMBEDMENT 1 <br />114") 8" FROM EACH END AND <br />18" O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />2x8 (MIN 2 X 3) 2J/18 TAPCON <br />. 3 iM' <br />PRE-CAST.a <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SIZEA45 MIN HEAD SIZE.300 <br />SILL <br />MIN EMBEDMENT 11/4")8' <br />V, SLOPE <br />FROM EACH ENDAND 18" <br />O.C. MAX. MIN 1-1/4" <br />m <br />EMBEDMENT <br />2x8 (MIN 2 X 3) 2-3/18 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 SOLID BLOCKING <br />/2. <br />1/4') W FROM EACH END AND SECURE TO SHEATHING W/ <br />181• O.C. MAX. MIN 1-1X' MIN, 2-12d PER BLK EA END <br />EMBEDMENT <br />7/MU16" 088 SHEATHING <br />TYPICAL MASONRY WINDOW <br />WALL <br />SILL CONSTRUCTION <br />4 BCALE:11/2'=1'-a' <br />S ARCHWAY FRAMING DETAIL <br />1441 N. RONALD REAOAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX:407-774-4078 <br />www.abdoeigngroup.com <br />L AA 8: 0003325 J <br />8 <br />� <br />O <br />g8a8�� <br />sLTSDIV. & 7101 <br />SILVERADO <br />LOT #59 <br />BLK #06 <br />P1toJmQT# <br />4 8. 2-5 0 1 <br />mozom <br />4EAB <br />"1672-ARIA" <br />oARAom swINIM <br />RIGHT <br />PAom: <br />DETAILS <br />50 MPH EXP. <br />