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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR WI 10" HOOK <br />30" TYPICAL <br />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />SCALE: 3/4"=V- <br />NOTES TO THE INSPECTOR/CONTRACTOR TY Sw <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM ,#5 <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTELmg <br />. <br />�c <br />V' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARINGPLACE STEEL HEIGHT. <br />OFF\ REINFORCING (L2) 4. HE 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. TYP. 8"X16" io <br />5. SHOULD THE BOND BEAM BONDBEAMTTED AND A COINCIDE <br />IS PLACED. THE BOTTOM BOND BEAM <br />LINWITH <br />COURSE REINFOEEL <br />RCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />TOP OF THE LINTEL. <br />/ pp,Ac-, t'_ S. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. �I•-- <br />/ N•'L ' � SxI 6 DBL. BONE) TOP OF <br />BEAM W/ (1)#5 BAR BOND BEAM <br />EACH COURSE <br />8x8 BOND BEAM TOP OF <br />W/ (1) #5 BAR .y _ BOND BEAM <br />I .��� U = UNFILLED / NWT GROUT SOLID FROM T«' <br />.pDQ NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH # OF #5'S, IN 2ND BOND BEAM IF FILLED LINTEL. <br />BEAM COURSE SEE NOTE 5 <br />16-1T/11V/ B LINTELW/ASTCONCRL2TE <br />NOMINAL LENGTH OF (1) #5 <br />OF MASONRY <br />P� HEIGHT #OF#5'S, TOP <br />IT S THIS ENGINEER'S INTENT BOND BEAM COURSE OPENING-2" 2 BEAM DESIGNATION <br />THAT XFXX-1T/1M/0B INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE <br />ANDXFXX- 1TNM/08 INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTELW/O STEEL(0)REFER <br />IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS T <br />AND XUXX-1T/1MA8 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL OF OPENING <br />AND XUXX- 1T/DMIOB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3)1-3116 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SVEA45 MIN HEAD <br />WINDOW <br />SIZE .300 MIN EMBEDMENT 1 <br />1/4") 8" FROM EACH END AND <br />18" O.C. MAX. MIN 14/4" <br />EMBEDMENT <br />2x6 (MIN 2 X 3) 2-3/16 TAPCON <br />PRE -CAST "a 1M' <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SIZE.145 MIN HEAD SIZE .300 <br />SILL <br />MIN EMBEDMENT 1 114') 8' <br />SLOPE <br />FROM EACH END AND 18" <br />O.C. MAX. MIN 1-014" <br />n <br />EMBEDMENT <br />2x8 (MIN 2 X 3) 2-3116 <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 1-1/4' MIN. 2-12d PER BILK. EA. END <br />EMBEDMENT <br />SHEATHING <br />TYPICAL MASONRY WINDOW <br />CMUWALL <br />A SILL CONSTRUCTION <br />ARCHWAY FRAMING DETAILS <br />5 <br />J SCALE: 3l4" =1'-0" <br />r <br />SINGLE #5 CORNER <br />BAR, 3OX30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />PROVIDE #5 BAR <br />- <br />AT EACH SIDE <br />STEEL REINF. OF OF ELEVATION <br />BOND.BEAM CHANGE <br />CHANGEIN <br />ELEVATION OF BOND BEAM <br />SCALE: 314"=1'-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH:407.7746078 <br />FAX: 407-7744078 <br />www.abdesigngroupcom <br />AA #: 0003325 <br />V <br />>r <br />Z <br />K <br />Q <br />gp <br />aUBDIV. S. MT: <br />ABBOTT PARK <br />LOT #9 <br />BLK #11 <br />PROJECT# <br />04181.000-09111 <br />HODEL" <br />4EBB <br />"1828-CALI" <br />GARAGE 811IMG: <br />LEFT <br />PARSE: <br />DETAILS <br />160 MPH W. C <br />