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#5 CORNER BAR W/ 30' LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10' HOOK <br />30" TYPICAL <br />#5 BAR IN BOND BEAM <br />CORNER <br />&REEEINFORCING OF BOND BEAM <br />SCALE: 3/4'=1'-0' <br />NOTES TO THE INSPECTOR/CONTRACTOR TYR e'Xe' <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM °D 1#5 <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />�O IGHT ' <br />REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND ag <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 B'X16' <br />BOND BEAM <br />5. COURSE LD THE DOUBLE BOND OF BOND BEAM IS OMIITEAM COINCIDE WITH A LINTEL THE TTED AND A LINTEL S PLACED. THE STEEL <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 <br />TOP OF THE LINTEL, <br />/ A \\A'�Q 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18' DEEP. ' 8 <br />pvg� P 8X18 DBL. BOND TOP OF <br />BEAM W/ (1) #5 BAR BOND BEAM <br />•\0� 9 EACH COURSE <br />OF <br />SxB BOND • �F.�\�G W/(1)#5 BARS .`; BOND BEAM <br />F =FILLED WI GROUT <br />I .\\A� U =UNFILLED GROUT SOLID FROM TOP <br />.p1\� NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH # OF #5'S, IN END BOND BEAM, IF FILLED LINTEL. <br />BEAM COURSE SEE NOTE 5 <br />16-1 T/1 SX8 PRE -CAST CONCRETE <br />5 �P LINTEL W/ (1) #5 BAR (L2) <br />�Q NOMINAL —�� <br />QQ' HEIGHT #OF#5'S,TOP LENGTH - BAR =WIDTH OF MASONRY <br />0 OPENING - 2' <br />IT IS THIS THATXFXXNIIT/EMf0BINDICATESADOUBLEBONDBEAM ER'S INTENT BOND BEAM COURSE #OF#5'S,BOTTOM BXBPRE-CAST CONCRETE 2 BEAM DESIGNATION <br />AND XFXX- IT/O" INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(LI) REFER <br />IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS TOP <br />AND XUXX-1T//Ml0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL OF OPENING <br />AND XUXX - ITMWOB INDICATES A SINGLE BOND BEAM A80VE UNFILLED UNTEL <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 />1/4') 6' FROM EACH END AND <br />16' O.C. MAX. MIN 1-1/4' <br />#5 BAR BENT <br />AS SHOWN <br />EMBEDMENT <br />2X6 (MIN 2 X 3) 2-3116 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />.3 114' <br />PRE -CAST E 1v <br />SIZE.145 MIN HEAD SIZE .300 <br />WINDOW <br />MIN EMBEDMENT 1 1/4') 8' <br />/p. 2S <br />SILL <br />FROM EACH END AND 18' <br />SLOPE <br />O.C. MAX. MIN 1-1/4' <br />4 <br />m <br />EMBEDMENT <br />h <br />OPEN FACE SHELL SO <br />2X8 (MIN 2 X 3) 2-3/16 <br />TAPCON OR DRIVE PIN (MIN N� <br />AS TO ALLOW BENT <br />SHANK SIZE, 145 MIN HEAD <br />BAR TO BE PLACED IN <br />UPPER AND LOWER <br />IZE.300 MIN E NT 2X4 SOLID BLOCKING <br />BOND BEAM #5 MIN. REQUIRED IN <br />ts4) 8 FROM EACH NDEAND SECURE TO SHEATHING W/ <br />/7/16'OSB <br />EACH CELL HOOKED IN <br />16' O.C. MAX. MIN 1-1/4' MIN. 2.72d PER BLK, EA. END <br />VCMUWALL <br />TOP BOND BEAM W/ <br />EMBEDMENT <br />STANDARDACI HOOK <br />SHEATHING <br />CORNER BARS <br />TYPICAL MASONRY WINDOW <br />AT CORNER STEP <br />SILL CONSTRUCTION <br />ARCHWAY FRAMING DETAILS <br />SCALE: 3/4'=1'-0' <br />`t SCALE: 1 1l2'=1'-0' <br />5 <br />PROVIDE 3' DIA. HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />.� <br />,; I I <br />r r <br />II <br />SINGLE 05 CORNER <br />A <br />I <br />BAR, 3OX30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />P(GOII <br />P(� <br />/ <br />FILLED CELL BOND. BEAM <br />I <br />O <br />G W1 PIER <br />W/ SINGLE OR DOUBLE REINF. SARIS), <br />PROVIDE #5 BAR <br />SEE PLAN. <br />II / <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 />OF BOND BEAM <br />(DLEEVATION <br />SCALE: 314'-17' <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />SCALE: 3/4'=1'-O' <br />1 N. RONALD REAGAN BL <br />LONGWOOD, FL32750 <br />PH: 407-774.8078 <br />FAX: 407-7744078 <br />wwwAbdesigngroup.eom <br />AA #: 0003325 <br />h <br />M <br />a <br />r <br />$ <br />Ll <br />Wus <br />aumzv. a. LGaS <br />ABBOTT PARK <br />LOT #33 <br />BLK # 12 <br />0 18 00�-33 21 <br />1[ODtQie <br />4EAB <br />"1672- ARIA" <br />GAR"M OVUM: <br />RIGHT <br />PAGO <br />DETAILS <br />160 EXP. <br />1 OCALM 1/4"=1'-0" 1 <br />S2.1A <br />