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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR WI,O" HOOK <br />30" TYPICAL <br />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />1 SCALE: 3l4"=1'-0" <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP.8'k8" <br />i. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM <br />�t 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. IMM <br />MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />PLACE STEEL HEIGHT <br />H <br />�OF REINFORCING (1-2) 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#6 <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"x16"5. SHOULD THE ro <br />BEABOND BOND BEAM <br />COURSE OF BOND DOUBLE <br />S OMITTED AND A LINTEL 5 PLACED. THE STEEL <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1 <br />TOP OF THE LINTEL. o„ , <br />/ Oi\l�• Q 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />p'vc�, I6 DBL, BON TOP OF <br />BxEAM W/ (1) #5 BAR 80NO BEAM <br />'\O EACH COURSE <br />8x8 BOND BEAM TOP OF <br />• ���G�\� W/(1)#5 BAR .ti. BOND BEAM <br />F = FILLED W/ GROUT <br />I -�\AQ U =UNFILLED GROUT SOLID FROM T P <br />NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH # OF #5'S, IN 2N0 BOND BEAM, IF FILLED LINTEL. <br />K{/( /�BEOAM COURSE SEE NOTE 5 <br />� o _�K. 16-1 T/ 1 1 V I/ v LINTEL W/A' #5 BAR <br />HEIGNOMHT L # OF #5'S, TOP LENGTH OF BAR = WIDTH OF MASONRY <br />IT STHISENGINEER'SINTENT BOND BEAM COURSE OPENING -2" ^ BEAM DESIGNATION <br />THAT XFXX-1T71M OB INDICATES DOUBLE BONG BEAM #OF #5'S, BOTTOM 8x8 PRE CAST CONCRETE [ SCALE:34"=1'•0" <br />AND XFXX- 1T/OAUOB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W O STEEL (L1) REFER <br />1T IS THIS ENGINEER'S INTENT TOP <br />AND XUXX-1TIIWOS INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS <br />LINTEL OF OPENING <br />AND XUXX-1T/OM/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />DBL. BOND BEAM <br />AT HIGHER ELEVATION <br />20 (MIN 2 X 3)1-3116 <br />TAPCON OR DRIVE PIN (MIN <br />SIZE.145 MIN HEAD <br />OBL. BOND BEAM <br />SIZE .300 MIN EMBEDMENT 1 <br />SIZE <br />AT LOWER ELEVATION <br />WINDOW <br />114") 8" FROM EACH END AND <br />MIN 1-1I4" <br />#5 BAR BEN <br />AS SHOWN <br />EMBEDMENT <br />2x6 2 X 3) 2-3116 TAPCON <br />PRE -CAST '4 1<4" <br />WINDOW <br />(MIN <br />OR DRIVE PIN (MIN SHANK <br />SIZE.145 MIN HEAD SIZE .300 <br />MIN EMBEDMENT, V4") B" <br />7p, ,ZIo <br />SILL <br />FROM EACH END AND 18" <br />SLOPE <br />O.C. MAX. MIN 1-114" <br />9 <br />EMBEDMENT <br />2x8 (MIN 2 X 3) 2-3/16 <br />OPEN FACE SHELL SO <br />TAPCON OR DRIVE PIN (MIN <br />AS TO ALLOW BENT <br />SHANK SIZE.145 MIN HEAD <br />BAR TO BE PLACED IN <br />UPPER AND LOWER <br />SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING <br />BOND BEA #5 MIN. REQUIRED IN <br />SECURE TO SHEATHING W/ <br />EACH CELL HOOKED IN <br />18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END <br />VCMU <br />TOP BOND BEAM W/ <br />EMBEDMENT <br />STANDARD ACI HOOK <br />7/16" OSB SHEATHING <br />CORNER BARS <br />TYPICAL MASONRY WINDOW <br />WALL <br />AT CORNER STEP <br />SILL CONSTRUCTION <br />ARCHWAY FRAMING DETAIL <br />3 <br />SCALE: 314"=,'-0" <br />v <br />PROVIDE 3" DIA. HOLE IN <br />LINTEL 80 THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />I I <br />> I <br />r <br />SINGLE #5 CORNER <br />Oi <br />BAR, 30x30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND, BEAM <br />II I it <br />I� <br />II <br />JUN <br />8x8 PIER <br />W/SINGINGLE OR DOUBLE REINF. BAR(S), <br />PROVIDE #5 BAR <br />AT EACH SIDE <br />SEE PLAN. <br />/ <br />STEEL REINF. OF OF ELEVATION <br />ENSURE THAT PIER GROUTS BENEATH <br />BOND. BEAM CHANGE <br />LINTEL. <br />Ar <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />DSINGLE LINTEL, MULTIPLE OPENINGS <br />SCALE: <br />i N. RONALD REAGAN 81 <br />LONGWOOD, FL32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdosigngmup.com <br />AA #-. 0003325 <br />MO <br />aysarv. ad LOT <br />SILVERADO <br />LOT #12 <br />BLK #19 <br />PROJECT/ <br />04128.002-12191 <br />MODEr9 <br />4EAB <br />"1672- ARIA" <br />GARAGE OWWO: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH E . B <br />