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IF <br />#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 />REINFORCING OF BOND BEAM <br />1 SCALE: 3/4"=1'-0" <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP.81x8 <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING J� <br />\) PLACE STEEL HEIGHT. <br />REINFORCING (L2) 4. THE LAST COURSE WILL SE 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#5 <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 81x16" <br />5. p` COURSE LD THE DOUBLE OF BOND BEAM IS OMITND TED AND A LINTEL S PLACED. THE STEEL COINCIDE WITH A LINTEL THE OM BOND BEAM <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 <br />/ A TOP OF THE LINTEL. <br />9 �\ �Q 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. n 8 <br />BEAM W( (1 #5 OAR BOND BEAM <br />•\QSY\ a EACH COURSE <br />G 8x8 BOND BEAM TOP OF <br />• pQ�GN\� W/(1)#5 BAR .y. BOND BEAM <br />I �Y\p� U = UINFIL E I GROUT GROUT SOLID FROM T P <br />.y1\Q NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH # OF #5'S, IN E BOND BEAM, IF FILLED LINTEL. <br />BEAM COURSE SEE NOTE 5 <br />a\\� EQ 16-1 T/ 1 8x8 PRE -CAST CONCRETE <br />S lGil LINTEL W/ (1) #5 BAR (L2) <br />p0 EF NOMINAL—� LENGTH OF BAR= WIDTH OF MASONRY <br />HEIGHT #OF#US, TOP — <br />Q OPENING-2" n BEAM DESIGNATION <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR G <br />THAT XFXX- IT/ 1M/OB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8X8 PRE -CAST CONCRETE SCALE:34"=1'-0 <br />ANDXFXX-iT/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W(O STEEL(LI) REFER <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX- 1T/iM/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS TOP <br />LINTEL OF OPENING <br />AND XUXX- iT/OM10B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />DBL. BOND BEAM <br />AT HIGHER ELEVATION <br />2x4 (MIN 2 X 3)1-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />DBL. BOND BEAM <br />SIZE .300 MIN EMBEDMENT 1 <br />AT LOWER ELEVATION <br />WINDOW <br />114") 8" FROM EACH END AND <br />MIN 1-1/4" <br />#5 BAR BENT <br />AS SHOWN <br />EMBEDMENT <br />2x6 (MIN 2 X 3) 2-3I16 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />PRE -CAST .31 <br />SIZE.145 MIN HEAD SIZE .300 <br />WINDOW <br />MIN EMBEDMENT 1 114") 8" <br />SILL <br />FROM EACH END AND 18" <br />a SLOPE <br />O.C. MAX. MIN 1-114" <br />4 <br />EMBEDMENT <br />2x8 (MIN 2 X 3) 23/16 <br />OPEN FACE SHELqlN <br />TAPCON OR DRIVE PIN (MIN <br />AS TO ALLOW BE <br />SHANK SIZE.145 MIN HEAD <br />BAR TO BE PLACEUPPERANDLOWE5 <br />SIZE .300 MIN EMBEDMENT 1 LIDBLOCKING <br />BOND BEAM MIN. REQUIRED IN <br />i/4") 8" FROM EACH END AND SECURE SHEATHING W/ <br />EACH CELL HOOKED IN <br />18" O.C. MAX. MIN 1-1/4" MIN, 2-12d PER BILK. EA. END <br />TOP BOND BEAM W/ <br />EMBEDMENT <br />STANDARD ACI HOOK <br />T/ifi" OSB SHEATHING <br />CORNER BARS <br />TYPICAL MASONRY WINDOW <br />CMU WALL <br />AT CORNER STEP <br />SILL CONSTRUCTION <br />ARCHWAY FRAMING DETAIL <br />1 <br />C <br />`Z <br />SCALE: 1 1/2"=V-0" <br />SCALE:34"=1'A" <br />( PROVIDE 3" DIA. HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />I <br />I I <br />> I <br />r <br />SINGLE #5 CORNER <br />p <br />9 �' FyEQ <br />BAR, 3OX30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />��F II / <br />FILLED CELL BOND. BEAM <br />a <br />II I II'I <br />I U <br />II <br />I�8x8 <br />11 <br />CMU PIER <br />W/SINGLE OR DOUBLE REINF. SARIS), <br />PROVIDE #5 BAR <br />AT EACH SIDE <br />SEE PLAN. <br />II / <br />STEEL REINF. OF OF ELEVATION <br />ENSURE THAT PIER GROUTS BENEATH <br />BOND.BEAM CHANGE <br />LINTEL. <br />CHANGEIN <br />ELEVATION OF BOND BEAM <br />7 <br />SCALE: =1, <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />6 SCALE: 3/4"=V-0" <br />1441 IN RONALD REAGAN Bl <br />LONGWOOD, FL 32750 <br />PH: 407-774-8078 <br />FAX- 407-774-4078 <br />www.abd••Igngroup.com <br />L AA #: 0003325 <br />MA <br />SvsDiv. ae r oT <br />SILVERADO <br />LOT #5 <br />BLK. #19 <br />P3tOJSCT <br />04128.00 -05192 <br />HODSIa <br />4EAB <br />"1672-ARI9" <br />OARAOS XVIr MCF: <br />RIGHT <br />PADS: <br />DETAILS <br />t.150 MPH EXP. B <br />